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290, 294, 298, 302, 306, 310, 314, 318 Merry Brook Cir (rev a/c calcs)Revision`s ECIEDVE City of Sanford Response to Comments Building & Fire Prevention Division OCT - Z 2017' Ph: 407.688.5150 Fax: 407.688.5152 41 Email: building@bsanfordfl.gov BY: Permit # m/IV/ Submittal Date 10/2/17 Project Address: LOT 256 - 318 MERRY BROOK CIRCLE Daphne 1 Contact: Da p Ph: 407-257-6940 Fax: Email: daphneclarkinc@cfl.rr.com . Trades encompassed in revision: Building Plumbing Electrical 19 Mechanical Life Safety Waste Water General description of revision: REVISED AC CALCS - DUCT LAYOUT REVISED ROUTING INFORMATION Department Approvals Utilities Waste Water w Planning Engineering Fire Prevention 13 Building S.F ta•4•'7 0 C J VM L CO O Z Level 1 T90' YJ I MA- T9o IAMAJ r 10X8 169 f `iT90 7 " T90 ET e 10X10-2 92 cfm 6 ., Ic" Sup Riser M; 12" 1 _N FBB1 I I f a1h010-2aITVI34W 92-cfm 1 ox 129cfm -03H TIA --c SQW9 T90\ EP = 50 CFM Fan EF2 = 80 CFM Fan EF3=110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 =110 CFM Fan VTR = Vent to, Roof VTW = Ventto Wall DV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate— - — T = Thermostat 1 SRB =Small Reduction Box \ LRB = Large Reduction Box FBB = Feld Built Box THOU Ei n 9 n b K AAC-S I30ARAa b a L ayp I W I , T90 I I 1 I I I I t I i J Ei n 9 n b K 8X4 39 cfn EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3=110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 =110 CFM Fan I VTR = Vent to Roof VTW = Ventto Wall DV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate– - – T = Thermostat 10 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box I Level 2 8X4 6 cfm Reviiion`4 E C E P=:.2 City of Sanford Response to Comments Buildin & Fire Prevention Divisionp° OCT -1 2011 9 Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov , Permit # Submittal Date 10/2/17 Project Address: LOT 255 - 314 MERRY BROOK CIRCLE Contact: Daphne r , T Ph: 407-257-6940 Fax. Email: daphneclarkinc@cfl.rr.com . Trades encompassed in revision: Building Plumbing Electrical 12 Mechanical Life Safety Waste Water General description of revision: REVISED AC CALCS - DUCT LAYOUT REVISED ROUTING INFORMATION ApprovalsDepartment Utilities Waste Water Planning Engineering Fire Prevention 0 Building General description of revision: REVISED AC CALCS - DUCT LAYOUT REVISED ROUTING INFORMATION Approvals Level 1 I I i A 0 rl, Ne 161080 FLAT HEADER 668 j LANAI of4STORAGE G\ Q 9-4 CLG. to I I B aQ. I I I I 5 0 e Q I 1 —, T3060 SH 3060 SH 3064 SH I I INSULATED WALLS UP LINE OF 2 ( ING)! 1 FLOOR ABOVE 3 4Y RAKED KNEE WALL w/ 4 CAP BD. FINISH 5 OPENED AREA. OPT. 36' HIGH RAILING 110)(10-2WFAMILY Y 10x10 -2W ir 114 fr 1 114 cfm 36' - 38' H ONT. 9 HAND n 10 IO V bI STORAGE 6' 61' t I I YNtLU Ipp I m n I U I x' 10x6 102 cfm - L HGT. Q i 1/2' A F.F. 6 up per X10 " LL 2x t: - - T CAFE Y_ CL"" I J; D FBB 1 j 14 SINK ISP. c $ KIT EN N E w/ w MICRO AS VE 4' CLG m C i 5 SHELVES OHC ti/ ` r O.H.C. 5480 FLAT HDR IRMS INSULATED WALLS 2868 20 M F.R. SC S F ' CLOSI 4 i W ca FOYERPROVIDEPLATFORM 18' ABOVE GARAGE WH ` 8'4' CLG. FLOOR FOR WH J 1 CAR GARAGE e'4' CLO. 5 M. LINE OF O.H. GARAGE DOOR 1? ir ------------ I PWDRI w VkENRYI$F_4CLO. I LG. m i j 2020 FG 4680 FLAT:HEADER , I 1 I I ItII 8070 OH GAR DR EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate OT = Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box AC PADS BYGC MIN SIZE 40"X40" 36" SEPARATION 16" OFF WALL V PVC REFRIG LINE CHAS BYGC I n IO V bI I t I I1 1 ' I I G 0 0 Level 2 I I 3050 SH I II T040 p G I EGRESS 9050 SH 3050 SH EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate OT = Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box u Revision Utilities City of Sanford Response'to.Comments 0 Ir' building &Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 OCT Email: building0sanfordfl.gov Permit # 1 1119 BY. Submittal Date. 10/2/17' Project.Address: LOT 254 - 310 MERRY BROOK CIRCLE Contact: Daphne Ph: 407-257-6940 Fax: Email: daphneclarkinc@cO.rr.com Trades encompassed in revision: General description of revision:- Building REVISED AC CALCS Plumbing DUCT LAYOUT REVISED Electrical l Mechanical Life Safety Waste Water ' ROUTING INFORMATION Department Approvals - 0 Utilities Waste Water Planning Engineering Fire Prevention Building SF 10 -9 1-7 Level 1 rL EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate OT Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box AC PADS BYGC MIN SIZE 40"X40" 36" SEPARATION 16" OFF WALL PVC REFRIG LINE CHAS BYGC I a r I I I r ' I r! M n 0 I 0 I 161080 FLAT HEADER 28688' LANAI cI4 Q 9'-4• CLO Jn IISTORAGE NNA I I I B I 4, 0 I Ti `I I N • 3060 SH 306g 5 1 I INSULATED WALLS UP LINE OF 2 ( ING)I 1 FLOOR ABOVE 3 4Y RAKED KNEE WALL w/ 4 CAP BD. FINISH 5 OPENED AREA. OPT. 36' 6 i HIGH RAILING FAMILY 10x10 -2W71000.2ryW 9••4•CLG. 1814 H 114 cfm936' • CONT. HAND 10 I STORAGE 61 611 t iy Io N I . .. U I 10x6 i LL HGT. 102 cfm A.F.F. I up er LLsr 2x -,0 T CAFEr I W-4' CLG. r-- ) ISD FBB 1 v SINK OISP14KITEN411 9 G W -E w/ S MICRO AS VE 9'4' CLG. - 5 SHELVES 1 O.H.C. 5480 FLAT HDR 1R11S INSULATED WALLS 2868 20 M F.R. SC S CLOSI 4 rI w i O 1\ N PROVIDE PLATFORM FOYER 18• ABOVE GARAGE (WH 9'-4' CLG. FLOOR FOR WH r1CARGARAGE ctim... LINE OF O.H. GARAGE DOOR / f I I PWDRI iwc'ENTRYI' I 9'•4' CLG. I - o I 1 / 9'•4• CLG. , ui I I j 2020 FG 4680 FLAT' HEAOEOR. I I ' I I 8070 OH GAR DR rL EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate OT Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box AC PADS BYGC MIN SIZE 40"X40" 36" SEPARATION 16" OFF WALL PVC REFRIG LINE CHAS BYGC I a r I I I r ' I r! M n 0 EFfG=fib CFM Fan EF2 = 80 CFM Fan ;(L EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate OT = Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box i 0 0 f 0 11 Level 2 t G I I N NT I I d I 2040 FG I 3050 SH IIILIpQ TEMP. i EGRESS 3050 SH 3050 SH I it EFfG=fib CFM Fan EF2 = 80 CFM Fan ;(L EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate OT = Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box i 0 0 f 0 11 RevisionCity of Sanford Resp?nse o Comments , j Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152OCT - 2 2017 Email: building@sanfoidfl.gov Permit # 0* Submittal Date 10/2/17 Project Address: LOT 253 - 306 MERRY BROOK CIRCLE Contact: Daphne Ph: 407-257-6940 Fax: f Email: daphneclarkinc@cfl.rr.com - Trades encompassed in.revision: General description of revision: ` Building REVISED AC CALCS - Plumbing DUCT LAYOUT REVISED Electrical 19 Mechanical ,. Life Safety Waste Water ROUTING INFORMATION Department Approvals , Utilities Waste Water Planning Engineering Fire Prevention Building !2E +4D L1 •117 70— M., 6 CO 0 Level 2 EF2 = 80 CFM Fan EF3=110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate— - — T =Thermostat 1 R8 SRB = Small Reduction Box LRB =Large Reduction Box FBB =Field Built Box I w 8 I I Level 1 lAWAJ \1, ter'-- - ----•--'- ---- " ' C? 222•' T90 \ T90 YJI MA3 10X10.2VIf 1,0X10.2W 118 cf m 118 cf m s,. S" FBB 1 T9 T90 t` N 711- 103 10 cf m 6 LA3AO HOTIN.. 40 cf 10 J— AAO- t 3rOAAAa I - Sup Riser 10" T90m Fl 3 8 I I I Ias 1 . HOA09 ; EEt= 5Q I an n EF3 =110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof 4,. VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate— - — T = Thermostat 10 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box Job#: Lot 253 Birch RHG - E Perfomned by XF/MC for. Taylor Nbrrison Sanford, R. Ji AC PADS BY GC MIN SIZE 40"X40" 36" SEPARATION 16" OFF WALL C REFRIG LINE CHASES B GC 0 0 I One Stop Cooling and Heating 7225 Sandscove Court Winter Park, R- 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 wAw.U1 eStopCodingc om 0 0 H I u 0 Scale:1 :70 Pae 1 i Rj*SuW8UrwVr P,17t 17A23RSU16=j 2D17-M9y-1014:;845 m O b City SanfordRevisionvof Response to Comments 1 C E 1@Budding & Fire Prevention Division Ph:7.688.5150 Fax: 407.688.515240 OCT - 2 2017 Email: building@sanfordfl.gov BY:.E of Permit # ' - 3 Submittal Date 10/2/17 Project Address: LOT 252 - 302 MERRY BROOK CIRCLE Contact: Daphne Ph: 407r257-6940 Fax: - Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: General description of revision: Building REVISED AC CALCS - Plumbing DUCT LAYOUT REVISED Electrical Mechanical ' Life Safety Waste Water - ROUTING INFORMATION Department Approvals _ Utilities Waste Water Planning Engineering Fire Prevention 13 Building SF io 7 I 1 Level 1 LANAI J CA FAMILY . stir a I 1 Level 1 LANAI GFI 1 _ I- 1 -CAR ' GARAGE Sup Riser 1011 r/—. 1 r) / J7 OPT. to I H ABOVE I I /-1 I i DI - 4GP-0FI DB 7 r \ PORCH c----------- I " AC RADS BY GC MIN SIZE 40"X40" 36" SEPARATION 16" OFF WALL PVC REFRIG LINE CH GC E-CFUFan--- 15 EF - EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan - BY VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate O= Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box 0 e H a I 1 I I 11 0 r. FAMILY . r ` y 118cfm 118Cf'm 6 1 L PT. a In / OPT. 103 cf m 6 I CAE KITCH 41' M 10" 10x6 1 I, 4`l1 GFI 1 _ I- 1 -CAR ' GARAGE Sup Riser 1011 r/—. 1 r) / J7 OPT. to I H ABOVE I I /-1 I i DI - 4GP-0FI DB 7 r \ PORCH c----------- I " AC RADS BY GC MIN SIZE 40"X40" 36" SEPARATION 16" OFF WALL PVC REFRIG LINE CH GC E-CFUFan--- 15 EF - EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan - BY VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate O= Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box 0 e H a I 1 I I 11 0 r. Level 2 , 1 II I I i II + II I II I I II UO Z BEDROOM 2 i BEDROOM 3 tSr 0 x \10 i 10x$ 12 x 1 , x \ 10x8 M14cf9 "' 143 cftpl• .`,; ill _ , • y k- 1__ 90 911 711 10 x-10 BATH -_28 cfm I - _..8x4, ire 38-cfi VP cfm •` I `, T i V. \ - ••, 911 \ V Irl 1000 cf JOWNERS 4" \ 24X18 BATH SECURITY ' Y 1 1 f' Y 'F4A 4 11 lI T x'10 Cf m I 11b, 8x W•i,C` 11 114•x14 1 711 r= 130 cfm Up Rist • i ' + 10)OWNERS 10" 11 ' .1 6 TO SWITCH 130 cfm 10x6 k r 1 I1 I EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 =110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan I VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate O= Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box 0 Revision H f of rdCityoSanford Response to Comments O E C E IVEBuilding & Fire Prevention 'Division Ph: 407.688.5150 Fax: 407.688.5152 OCT2017 Email: building aOsanfordfl.govJ' I Permit # ' BY:. Submittal Date 10/2/17 Project Address: LOT 251 - 298 MERRY BROOK CIRCLE Contact:, Daphne y _L Ph: - 407-257-6940 Fax. Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision:. General description -of revision: Building REVISED AC CALCS - Plumbing DUCT LAYOUT REVISED Electrical L Mechanical Life Safety Waste Water ROUTING -INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 11 Building to 4.0 ' 4" Level 1 I A I- a i130A3H TAJ3 080r8r w 1 I0 IAWAJ W 1--ua.13 -Pe 9Zi \ n 30AA0TB j- a 0. I H He 080t J i 2JJAW 03TAJU2NI I U 9U 30 3NIJ 3V08A F100J9 r I(s7N1 ) S 10x6 10 C 6.T0H JJ 102 cfm w JJAW 33NN 03HAFI'21, 3A.A'M I 0 H21NI3.08 9A3 i - e ser 8C .T90 .ANA 03N390 a YJ I MAR ° NIJIAR H01H a y 10x10.2W a•e 10x10.2W TaJ3 114 cfm T1401 m f R- -at a 1 W 6-1 3s7AAOT2 l - i U 1 10x6 10 6.T0H JJ 102 cfm 3A.A'M I Sup ser r y I o FBB 1 lip11412. 0jo I V I TIA 8x4 oW3 a e _ N w 3 3V 8A OA31M OJ3 we ti N S10H TAA 08M O•H.0 i b.H.0 23VAH2 a r M OS 9885 2JJAW 03TAJU2141 3 32 32.A.3 I 120.13 4" i 0 N 393Y03 i " • MA03TAJ9 301V05i9 533 ,we HW i 30AAAa 3V08A 'at HW F103 900J3 3 aAgA@ AAO P A000 3 AAAO .H.0 30 3NIJ f--- ------ — --i AdW90iarYATVI33W1 O IN—aJ3•r`e I 1 0.13 -we A30A3H TAJ3 088A c'N OSOS I A I I I A0 AAO HO 0008 \ I eH' AC PADS BYGC MIN SIZE 40"X40" 36" SEPARATION 16" OFF WALL 3VC REFRIG LINE CHASE BYGC EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate- - — T =Thermostat 18 8 SRB = Small Reduction Box LRB = Large Reduction Box FBB =Field Built Box i X f Eu Level 2 r EF1 = 50 G i an EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate- - — T =Thermostat lie SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box I a Revision Response to Comments Oil BY . City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # / 35 Submittal Date 10/2/17 Project Address: LOT 250 - 294 MERRY BROOK CIRCLE Contact: Daphne Ph: 407-257-6940 Fax. Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: Building Plumbing Electrical 12 Mechanical Life Safety Waste Water General description of revision: ' REVISED AC CALCS - DUCT LAYOUT REVISED ' ROUTING INFORMATION ApprovalsDepartment Utilities Waste Water Planning Engineering Fire Prevention 13 Building General description of revision: ' REVISED AC CALCS - DUCT LAYOUT REVISED ' ROUTING INFORMATION Approvals Level 1 I I 70, I A30A3H TA -0 080t8r w i 8885 1 N 530 -we 30AF1OT2 I - 2 0.a I 1 r0 92 G ' H2 680E H2 OBOE H2 080E v — p 2JJAW 03TAJU2NI I FNr qU i0 3N1JIJ 3V09A ROO n r ,(aNl )s W JJAW 33NM O3Ww •SO E H21NIi .O8 9A0 8E .T90 .A3F1A O3N390 I a aNIJIAR H01H 10x10 -2W YJIMA3 10x10 -2W aJ° •a•e J,i AC PADS BYGC MIN SIZE 40"X40" 36" SEPARATION 16" OFF WALL VC REFRIG LINE CHASE BYGC EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate- - — T =Thermostat 18 8/o SRB --'Small Reduction Box LRB =Large Reduction Box FBB = Field Built Box I r a u 114 cfm fj • 8e e TNO eONAH Ot 6" •' 30AAOT2 - 1 I. Y LUJ 10x6 Q .TOH JJ 102 dM A lAt Sup Mier - 39AO zn •t -•e FBB 1 _ 921 NN12 U 143 TI>I 8x4 c 4 - a 5 N w 3 3V 8A OR01M a o ae i coco ROH TAJ9 08 a 0•H.O — ` 0.H.0 23VAH2 a 1 MOS 8885 2JJAW (33TAJU214I a 32 0211.1 12OJ0 4" 0ICU BYOB MFI09TAJ9 30rvOA9 zn we Hw) 30ARAa 3VO2A •8r HW t103 AOOJi 3rOAAAa AAO r 1.. AOOO 3aAAA0 H 0:10 3NIJ N' Iig(]Wq$ J iYATVl3 c`u .a3We l I I 4 A \ II I A3°A3H:TAJ; 088 as 0sos I I I t I A I I 2 510 RAO HO 0008 a J,i AC PADS BYGC MIN SIZE 40"X40" 36" SEPARATION 16" OFF WALL VC REFRIG LINE CHASE BYGC EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate- - — T =Thermostat 18 8/o SRB --'Small Reduction Box LRB =Large Reduction Box FBB = Field Built Box I r a u a_ 0gnaw z Level 2 I I r-------.-----T------ li i it EF1 = 50 &RRTan EF2 = 80 CFM Fan I EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate- - — T = Thermostat 1> 8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box U 0 8 A Revisionism/` • ,,-. City of Sanford Response to Comments Building & Fire Prevention Division OCT " 2 2017 Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Submittal Date 10/2/17 Project Address: LOT 249 - 290 MERRY BROOK CIRCLE i Contact: Daphne Ph: 407-257-6940 Fax: Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision:.' Building _ Utilities Plumbing Electrical M Mechanical Life Safety Waste Water General description of revision: REVISED AC CALCS - DUCT LAYOUT REVISED ROUTING INFORMATION " ApprovalsDepartment Utilities Waste Water Planning Engineering Fire Prevention 0 Building General description of revision: REVISED AC CALCS - DUCT LAYOUT REVISED ROUTING INFORMATION " Approvals I Level 1 PT. FAMILY r ' - LANAI 10X8 169 cfm OPT. 7 " OPT. i i I 10X10-2 s i3 92 cfm L / Sup Riser I 12" so so LIGHT 1 011`113131 92-cimf— —' " P? _ E_Nt_I 1 1 tl 1ax8 MW]__ KIT HEN -_ 129 cfm u; - _ P_WDR 8X4,/ 4/" __ I OPT. p' _ ` OPT.- \) 1 Job#: Lot 249 Willow RHG - E Plerfomned by LF/MC for: Tala Morrison Sarixd FL EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3=110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 =110 CFM Fan VTR= Vent to Roof VTW = Ventto Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate O= Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box - FBB = Field Built Box 1 One Stop Cooling and Heating scale:1 : 62 1 Page 1 ' 7225swdscaeca r RlghtSuIMUms®12017 WtntrPa4c FL321 17.023RSU16202 Phone: (407) 629- 6924 Fax:(407) 629- 9007 tot 7lvgyt O t 1 t 028 1ne w0rleSbpCaorrlg= o L OWN= 0soma Z 8X4 6 cfm Level 2 A K4 cfm EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3=110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 =110 CFM Fan VTR= Vent to Roof VTW = Ventto'Wall DV = Dryer Vent RV = Range Vent LinesetChase Condensate OT = Thermostat 18/8 SRB _ Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box I Job Addre; M,., CITY OF SANFORD k—, -- > BUILDING & FIRE PREVENTION JUN Z 2017 PERMIT APPLICATION 3ApplicationNo: ap Y Documented Construction Value: S Historic District: Yes No Parcel ID: 27-19-30-SWP -000(r-mg 0 Residential 5 Commercial ElTypeofWork: New 0Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY TOWNH HOME UNIT - THORNEBROOK PHASE LOT NUMBER: t 1L i Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Emaii:.daphne@PermitsPermitsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Phone: 407-629-0077 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Name: Street: City, St, Zip: Bonding Company: N/A Address: Phone: 407-257-6940 Fax: State License No.: CBC1257462 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised June 30, 2015 Permit Application 3y 3 - S '>$3 i) -L;- ,, rL E 0.00- 25•CO 801.00 11909.00 2P735.00 2,735.00 x 1.5 41.02 0.00 I NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ]CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 6 6 S!gnatu of Owner/Agent Date , Signature Contractor/Agent Date TAYLOR MORRISON OF FLORIDA INC Print Owner/Agent's Name z & loqlf -7 S!gnatu Notary -State of Florida Dat o•::!'&, D. A. CLARK MY COMMISSION A FF 209108 EXPIRES- June 27, 2019 FO `O, 41 Bonded Thu Budget Notary Service! Owner/Agent is ](F Personally Known to Me or Produced ID N/A Type of ID JOHN ASA WRIGHT Print Contractor/Age 's Name / I Signature of Notary -State of Flonda Da D. A. CLARK MY COMMISSION 1 FF 209108 EXPIRES. June 27, 2019N,` OF FIOF`O' Bonded Thru 8,4el No!ary SaMRS Contractor/Agent is YES Personally Known to Me or Produced ID NIA— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 01 Electrical F2( Mechanical % I" Plumbingli Gas[] Roof Construction Type: Nif (_5 Occupancy Use: R5 Flood Zone: k-5::E Al ' T gc.NC'D Total Sq Ft of Bldg: 7— Z Min. Occupancy Load: k L4 # of Stories: 2 New Construction: Electric - # of Amps 1 So Plumbing - # of Fixtures 19 Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: W' UTILITIES: W114C%;-11 WASTEWATER: ENGINEERING: VA Cf_ ''Z'l1 FIRE: / COMMENTS: _ Ok to construct townhome with setbacks and impervious area shown. No additional impervious permitted beyond initial construction. BUILDING: SF C,2.8 -1'j 23 C9P fl- Revised June 30, 301 S Permit Application iP-04e -.5 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 290 Merry Brook Circle Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-2490 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OF. USE ONLY; Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP#17-1734 Reviewed by: Michael Cash, CFM Date: June 21, 2017 Application for Right -of -Way Use for Driveway, Walkway & Landscape F tv0 R I p, Department of Planning & Development Services1877 www...nfordn.yov 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688 5140 Fax: 407.688 5141 This permit authorizes work to be done In the City of Sanford's right-of-way in accordance with the City's regulations and the Ju. attached construction plans approved as part of this permit It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right–of-way and use shall be provided or application could be delayed. r /w/Y DlwoJfri lift r / j —/ ¢ naCallbew whers below. Calltxroreyou dlg 1 Project Location/Address- 2. Proposed Activity '10 Driveway v Walkway Other - 3. Schedule of Work: Start Date o Completion Date F-1EmergencyRepairs 4 Brief Description of Work. alk C^) 7 / AW /V/8V 5FIC This application is submitted by Property Owner. // 1 {{/ 1pp pD / [L Signature: Print Name r A WC MA&ZIPiV hT/ kS Address: isl waffiAA& 44NE Ml r bill qz*ir Phone. 4Q%&7-6440 Fax- dCWhn2o 'Y//1x Q Maintenance Res ponsibilitiesllndemnification The Requester, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto Requestor may, with written City authorization, remove said lnslallationrimprovement fully restoring the nght-of-way to its previous condition In the event that any future construction of roadways, utilities, stomrnater facilities, or any general maintenance activities by the City becomes to conflict with the above permitted activity, the permittee shall remove. relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requester does not continuously maintain the improve- men'and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice. restore the area to its previous condition at the Requestoes expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration To the fullest extent permitted by law, Requestor agrees to defend, indemnity. and hold harmless the City, its oouncilpersons, agents. servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable aftomey's fees up to and including an appeal), resulting in any fashion from or ansing directly or indirectly out of or connected with the use of the City's right-of-way. I have read alpeopderstan5ilwabove statement and by signing this application I agree to its terms. 1 hereby understandpit aylree to all city fees related to this application as required by the city's adopted Fee Resolution. Signature. Date. V This permit shall be posted on the site during construction. Please call 407.688.5080, Ext. 540124 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Dale. Official Use On Application No: Fce: Dato-'. veIRe. ,eco d: PublIe WorWs' .: i.::..'• :':" Date;: - lltililit3s : :' '' bate: n4lneerthq,- :-. • .. ...... ...,: ::•: : Date:;' Site In spectsd by: t. :..: n.: ..... .; . .. Date:• Special Permit Ganditions:: " S.pl.mb.r 20 W Kvvr we unewey Par DATE: c,L' BUSINESS/PROJECT NAME: ADDRESS: CONTACT NAME: Ufa W IA, CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 PERMIT NUMBER: V 4 r VN R, c-c-r V-,) FL-/Orl i'r PHNE: 1 I PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER [ ] HC DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO o 7% 5o"' TOTAL FEES: F, , : L -- " , REQUIRED INSPECTION SEQUENCE Permit # 17-1734 thru 17-1741 Address: 290 — 318 Merry Brook Circle BUILDING PERMIT Min Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Electric Rough Slab / Mono Slab Prepour 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 ELECTRICAL PERMIT Min Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final PLUMBING PERMIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final SCPA Parcel View: 27-19-30-506-0000-2490 http://parceidetaii.scpafl.org/ParceiDetaillnfo.aspx?PID=2719305060... Property Record Card Jdmeli. CFi1 Parcel: 27-19-30-506-0000.2490 Owner: TAYLOR MORRISON OF FL INC rJ.MwUIl' Wl!'1fY I lO1s111 i Property Address: FL L Parcel Information Parcel i 27-19-30-506-0000-2490 Owner TAYLOR MORRISON OF FL INC i Property Address FL Mailing L151 SOUTHALL LN STE 200 MAITLAND, FL 32751 i Subdivision Name i THORNBROOKE PHASE 5 Tax District1S1-SANFORD DOR Use Code 100 -VACANT RESIDENTIAL Exemptions----- TRACT B CnI I N 24T 95 04 N 250 95 i N 251 95 Seminole County GIS Legal Description LOT 249 THORNBROOKE PHASE 5 PB 81 PGS 68 & 69 Taxes Value Summary 2017 Working 2016 Certified I Values Values 1 Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 1 Depreciated Bldg Value 0 Depreciated EXFT Value 0 a Land Value (Market) $18,300 0 Land Value Ag 0 j JustIMarket Value " $18,300 0 Portability Ad) 0 22.33 Save Our Homes Ad $0 0 Amendment 1 Adl $9,667 0 N) P&G Ad) $0 0 O Assessed Value $8,633 0 D Tax Amount without SOH $0.00 2016 Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value County General Fund Schools City Sanford SJWM(Saint Johns Water Management) County Bonds Sales I Description Date Book I Page Amount Exempt Values 8,633 18,300 8,633 8,633 8,633 Qualified Taxable Value 0 $8,633 0 $18,300 0 $8,633 0 $8,633 0 $8,633 Vac/Imp No Sales Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 1 $18,30000 Building Information Permits Permit # Descnpbon Agency Amount CO Date Permit Date 1 of 2 18,300 6/12/17. 11:00 AM Taxing Authority Assessment Value County General Fund Schools City Sanford SJWM(Saint Johns Water Management) County Bonds Sales I Description Date Book I Page Amount Exempt Values 8,633 18,300 8,633 8,633 8,633 Qualified Taxable Value 0 $8,633 0 $18,300 0 $8,633 0 $8,633 0 $8,633 Vac/Imp No Sales Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 1 $18,30000 Building Information Permits Permit # Descnpbon Agency Amount CO Date Permit Date 1 of 2 18,300 6/12/17. 11:00 AM LIMITED POWER OF ATTORNEY DATE: EREBY NAME AND APPOINT: Daphne Clark, Gustav Botes, Jennifer White, KarenMcAdams, Alison Perrotti, Anthony Perrotti EACH AN AGENT OF: TAYLOR MORRISON TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: 45& y3 r-Qya C krj FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER 249 - SUBDIVISION: ADDRESS: PARCEL ID : AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. JOHN ASA WRIGHT NAME OF CONTRACTOR.) SI RE OF CONTRACTOR. STATE CERT. # CBC 1257462 CONTRACTOR'S STATE REGISTRATION NUMBER.) The Foregoing instrumer*lr-r re me this: DATE: BY: JOHN MA YORIGIfT Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. NAME: Kimberly Carter My Commission # FF229021 My Commission Expires 9!712( NOTARY: NOTARY SEAL. I CAR SION 'moi va oe 1 .a2 REQUEST FOR TUG & PREPOWER AGREEMENT Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: p (,/ Project Name: x%%e x2i( Project Address:/ 7 / l.e00 Building Permit M Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Print Name of Owner/Ted t gnature of Owner`T t AS Print Name of Gen. CoAnctor gnature of Gen. C or 13C12 57y62 Gen. Contractor License # la MjLLr- Print Name of El. Contractor S>L ' Y\ft 9 — Signature of El. Contractor EC 0000 lEAU El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: b Pri gress Energy o Florida Power and Light on Rev. 4/20107) I Illiii lliil lllil dill 11111 Illl! lill Ill i.:•, lig I;,,; =;1•.I'i'rhU l J'j 6060EE//jj //yyjj j / j ;; .l l i i l• •7 -. 1 a 9-s 6 W/ V C•I-EF:K'S ; ?i117i16h874 Parcel ID Number: ; ,;:,i. M. ' I- 1-,' iI" j ^ tn I'il Prepared By Kim arter ill t'il'l; fT`. and Taylor Morrison Homes t -.r !i c.-•rnl Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of LOTproperty : Legal Description Thornbrooke Phase according to the plat thereof, as recorded in Plat Book PagJvJ[TpR of the public records of Seminole County, Addresses :(/ Q Sanford FL 2. General description of improvements : Single Family Home i 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. t r Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 N d 6. Surety: N.A. t'rJ 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided;: i' in 713.13(1)(b), Florida Statutes. N.A. UJ 10. Expiration date of notice of commencement: One year from the date of recording. a 0 K . WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN CC u; RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULTR `„ YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. CO,: 1- LL • _J lJ) r70 r fl: 11. Date Signed Signature of Owner's Agent Jo Asa Wright Taylor Morrison of Florid Sworn to and subscribed before me this by John Asa Wright w is a y known tome, Notary Public DA Clark p.N-0-0 oo My commission expires: 6/27/19 n+,',°B(/,¢21,219., Serial No. FF 209108 Notary Signature: airyI AND - Sohl, a` dr'f Of FSO Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, 1 declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100003 BUILDING APPLICATION #: 17-10000388 BUILDING PERMIT NUMBER: 17-10000388 DATE: June 29, 2017 a(0(,, -7o3 aba i 9 UNIT ADDRESS: MERRY BROOK CIR 290 27-19-30-506-0000-249 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: TOWNHOME TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 290 MERRY BROOK CIR THORNBROOKE PH 5 TOWNHOMES LOT 249 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A 00 000 dwl unit 00 FIRE N/AN/ARESCUE. 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD 2,450.00 1.000 dwl unit 2,450.00 N/APARKSN/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 2,883.00 RECEIVED BY: `("SL6 ATURE:'r PLEASE PRINT NAME) 7--S— S — DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT NOTE** \/ PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, Tn AVPVAT. Tu F. f AT.rTTT.ATTnN T)F ANY OV THF. AAnV17 MFMTTc)mpn TMPACT FF.FS CERTIFICATE OF OCCUPANCYVOR+OCCUPANCY vTHE REQUEST FORyREVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE IfOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. i Job Address: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION JUN 12 2017 1 -7_ I A lication No: S CP BY: PP q Documented Construction Value: S km ent, C04' Historic District: Yes No Q Parcel ID: 27 -19-30-S&2-0000ZQ_ 0 - Residential Q Commercial Type of Work: New ZAddition ElAlteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY TOWNH HOME UNIT - THORNEBROOK PHASE LOT NUMBER: C2S_0 Plan Review Contact Person:, Daphne Clark Title: Phone: 407-257-6940 Fax: Email: da hne o Perm itsPermits Permits, com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: Street: 151' SOUTHHALL LANE #200 City, State Zip: MAITLAND FL 32751 407-629-0077 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Fax: State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Address: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED'AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Sball be inscribed with the date of application and the code in effect as of that date: 5'" Edition (2014) Florida Building Code Revised June 30, 2015 Permit Application N I 0.00 * 25.00 + , 744.00 + 1 11776.00 + i 1 t, 21545.00 * ' 1 1 21545.00 X f j 1.5 % 38.17 * 0.00 * 0.00 * 1 1 i I 0.00 * 25.00 + , 744.00 + 1 11776.00 + i 1 t, 21545.00 * ' 1 1 21545.00 X f j 1.5 % 38.17 * 0.00 * 0.00 * 1 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. s Signal of owner/Agent Date Signatur f Contractor/Agent Date*117 TAYLOR MORRISON OF FLORIDA INC JOHN ASA WRIGHT Print Owner/Agent's N e Print Con r/Agent's Name 410 Signature o otary- tate OPrpiltl, D. A, CLAWte Si lure o -State of Florida o .raY date I * MY COMMISSION t FF 209108 + a tt D. A CLARK I EXPIRES: June 27, 2019* MY COIItMISSION / FF2Moe n Babee ThN terry sanlra ",_' or Baa°' IRES: ,bne 27 2019 Nary, r;1r ita Owner/Agent is yEa Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID NIA Type of ID Produced ID NIA Type of ID I BELOW IS FOR OFFICE USE ONLY Permits Required: Building U Electrical y Mechanicals"', Plumbing2( Gas Roof Construction Type: V g Occupancy Use: Q3 Flood Zone: k r5t'f AtT-rA,CPED Total Sq Ft of Bldg: Z j3 Min. Occupancy Load: /Z= # of Stories:2— I New Construction: Electric - # of Amps 16-0 Plumbing - # of Fixtures I Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: JLb 2`a 1UTILITIES: / WASTE WATER: ENGINEERING: MTL G-2frl"1 FIRE: f BUILDING: V6-2&''% COMMENTS: Ok'to construct townhome with setbacks and impervious area shown. No additional impervious permitted beyond initial construction. - 23 1wiI,5 Revised lune 30, 2015 Permit Application PI r 16 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 294 Merry Brook Circle Property Owner: Tayloir Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-2500 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: E- New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: I BPA17-1735 Reviewed by: Michael Cash, CFM Date: June 21, 2017 REQUIRED INSPECTION SEQUENCE Permit # 17-1734 thru 17-1741 Address: 290 — 318 Merry Brook Circle BUILDING PERMIT Min Max Inspection Description 10 • 10 Form board / Foundation Survey 10 Electric Rough Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description 10- - Electric Underground - 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final PLUMBING PERMIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final t: e P OApplication for Right -of -Way Use for Driveway, Walkway & Landscape LO 7 I p,Q Department of Planning & Development Services- nfordn.gov 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done In the City of Sanford's right-of-way in accordance with the City's regulations and the s attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly Identifying the size and r, . location of the existing right—of-way and use shall be provided or application could be delayed. MW BZo mice wr.rtibelow. Calleef.rar..dl4 1. Project Location/Address: Y 2. Proposed Activity: Driveway Walkway M Other: 3. Schedule of Work: Start Date JA / Completion Date Emergency Repairs 4. Brief Description of Work: a^ WWAY AX MAI 564 This application is submitte Property Owner. pp / Signature: L Print Name:AYI4 YA 0 Address: 44J I A A0 R, 6 Phone: 4071 atl 4 % 0 Fax- UJgAhI Q t IMI i If7Jm Date: 1111minfnnftn— Gnannneihirifina/rnAmmntfr nfinn The Requestor, and his successors and assigns, shad be responsible for perpetual maintenance of the improvement installed order this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installatioMmprovement fully restoring the right-of-way to As previous condition. In the event that any future construction of roadways, utilities, stomrwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permillee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improve- ment and area in aocoi ante with previously stated criteria, or completely restore the righto6way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requesters expense and, If necessary, rile a lien on the Requeslors property to reoover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its oounalpersom, agents, servants, or employees appointod, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read an unde d the aloe tatement and by signing this application I agree to its terns. 1 hereby understand and gree all c es related to this application as required by the city's adopted Fee Resolution. Signature: 1i Date: This permit shall be posted on the site during construction. Please call 407.688.5080, Ext 640124 hour: In advance to schedule a pro -pour inspection. IPre -pour Inspection by: Date: vii;'q•:•i:..i'r..r...b_.f..i;iv-aw X:;y.+.i:;:•:sat..9a,',>Y_:... ] :..fie "aii$' i.y»f' 'ii}iii .y,Fir-: -• y »1:•'a :x3 i aii:: ;Y;.:% h( Yr3'.>' °:. _. .•f?f#IC1at:Use•Ot i:.s.. >S.,bW6'l::t(fa ip,: Ys.S:"n:: >sSo7.i••::'•A' ':.•:•.'.,`,s.tY3,. xi>.:..zi>'.:. x.:..-.'wu'•a?..i.Yt.' .} r> rti: s:'.: lP>>.:^: i.,i :.•4•ir:.::xt^'is:I":•• iY.• . • ate••..•••+r` je.:•:• } > w, :' %:"o'r•;.• t... k,: f.: i:,.i:' vS:'.:::. , :::?:"ii :::E : •:":, .....' • g.0; f"•a ::<' •:.^r.i> iM: ' i':.r:^. : JiJ4o:i.: i,.'J: •• i• rii>:% fi: i){}s.^r.:>:: Nf};.. r,.',i. iaCi>: r;. iar•"<:. iri:: . i.z• i•?>'<iXf. i a, ic.::.» i:.%i': Sr tr72, _ piaanfio`. r: P^•S.M1y_yt.;..t+Re::}:,,.r ,.:,ii:T >,r :.,,..:.:.,, . '. -.QDt@: .oa', s•• ..:.ii i:rai..i..>'::=i xsa a•:u ••J .,%.ni„;. :..ra.:rair.: asci.; c7.lr..:::•w Ya f., il:. '.•.e..ilft +';•'' is .:: ` rRAns.aeefJp. 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'> i w.;,i,. ,: •'a:;;'•.n i`•;ciii;• :ota i.,. y4 :as:. >i 6 a`%f:'::'i':A': •ri . a o••i .> a?3.; :.i.• ::>: .3:: :t:.::i•.. iSn ,.irtEiKe.: 'r... .9S•:i .:n.: i..J JL :'U"y:.%.:wr:i-: _.Y.A'...,:'r--si.i.%:ii.%xY'Ytliiii :iii::.'r,.,l i:w•4 ii}r.. i y.. :rel:• '{.: •.•::: :V:. r r r.r..:- vr.y., ...... ,..w .... r. nSperJal.P.emlit lGnnditions;,:::' •, :;..;,;; s.pumwr zoic nvrr vee vin Ryqul 0- DESCRIPTION AS FURNISHED: Lots 249, 250, 251, 252: 253, 254, 255 and 256, THORNBROOKE PHASE 5, as recorded in Plot Book 81, Pages 68 through 69 of the Public Records of 0 Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: o Taylor Morrison of Florida, L0 Inc. TRACT 8 (LANDSCAPE/OPEN SPACE/SIGNAGEJWALL/FENCE%UTIUTIES) N 00009'03" W 22.33' 22.00' 22.00' 22.00' 22.00' LOT 256 PAVER LOT 247 ON LOT AREA r I CS: ' SOUARE FFET LOT = 2.091 I LIVING - 894 GARAGE = 249 PAVER ENTM - 36 LANA) = 102 BREEZE^x,Av PAVER' ORT VE BA Y - 2 ^ 5' A/C PAD = 9 PAVER WALKWAY` - 48 1MFE.RVOUS - 60.0 R 1.254 Soo = 517176 i APRON = 30 SIDEWALK + 10 Soo = 36 AL AFEA - Z267 DR. AY - 255 SIDEWALK - 158 FROPOSEO-FINSHEO-SPOI QEL£VOTIONS.P£ DRAIGE 10•O. LOT'255 c 16.8' LANAI PROPOSED ATTACHED RESIDENCE F.F.E.>•26.6' REDWOOD PAVER ENTRY5.7' 10'00 LOT 254 LOT 253 LANs I LANAI LOT 252 3 ATTACHED 2.0 3 CURVE t DELTA PROPOSED PLOT PLAN ONLY' N io I C1 05'56'10" 1.0' ATTACHED RESIDENCE NOT A SURVEY) O 11 PROPOSED PROPOSED PROPOSED INFORMATION SHONA! O 65.00' 23.38' 23.26' S 16'23'35" E BASED ON SU?PLIED PLA.".'Ln O ANDIOR INSLRUC%7ONS ?E- • ^ x PROPOSED CUENT(NOT FIELD VERIFIED) ATTACHED h co 22.33' n WILLOW Tn a ATTACHED n LOT 247 ON LOT AREA r I CS: ' SOUARE FFET LOT = 2.091 I LIVING - 894 GARAGE = 249 PAVER ENTM - 36 LANA) = 102 BREEZE^x,Av PAVER' ORT VE BA Y - 2 ^ 5' A/C PAD = 9 PAVER WALKWAY` - 48 1MFE.RVOUS - 60.0 R 1.254 Soo = 517176 i APRON = 30 SIDEWALK + 10 Soo = 36 AL AFEA - Z267 DR. AY - 255 SIDEWALK - 158 FROPOSEO-FINSHEO-SPOI QEL£VOTIONS.P£ DRAIGE 10•O. LOT'255 c 16.8' LANAI PROPOSED ATTACHED RESIDENCE F.F.E.>•26.6' REDWOOD PAVER ENTRY5.7' 10'00 LOT 254 LOT 253 LANs I LANAI LOT 252 AC AC Ac ONko 5.2 16.8' 20.0 7.2' UNE L LANAI LANAF / 03 0 16.8' g Ln U ON a 7.2 UNE 1nr 7aR iar 241 3 3 ATTACHED 2.0 3 CURVE t DELTA RADIUS LENGTH CHORD CHORD BEARING I C1 05'56'10" 65.00' 6.73' 6 73' S 03'07'08` E PROPOSED PROPOSED I C2 1 20'36.45" 65.00' 23.38' 23.26' S 16'23'35" E PROPOSED PROPOSED vT ATTACHED h 22.00' 22.00' 22.33' ATTACHED h o ATTACHED n ATTACHED n Io RESIDENCE Io o RESIDENCE Ao o RESIDENCE koo LOT 251.10.00 ' Lor 2so 1000 for 2+s 1 ° °° vI o 0 AC AC Ac ONko 5.2 16.8' 20.0 7.2' UNE L LANAI LANAF / 03 0 16.8' g Ln U ON a 7.2 UNE 1nr 7aR iar 241 3 3 ATTACHED 2.0 3 RESIDENCE LOT , 3 3 3 6AWE = 458 PROPOSED PROPOSED LANAI. -93 LANAI - 93PROPOSEDPROPOSEDPROPOSED vT ATTACHED h o ATTACHED N o ATTACHED h o ATTACHED n ATTACHED n Io RESIDENCE Io o RESIDENCE Ao o RESIDENCE Io o RESIDENCE Ao RESIDENCE Io wi am vI TOTAL AR&A5,ALAREAS 00 0) ATKFn = 2..00 40m 00Ln 03 N Ul Soo ' 392 _j N AAsuENtEASC- 1. NO {NJOERGRC1lIHL• WPRD'VEYENIS HAVE Bl'EM LOCATED LRA£SS G7HERW5E SHOWN. Vl H y FF. FDesICD'L cEVATaI BREEZEWAY - N/A FF-,-F-E--2-56-'j t ICES s. Ras SUCK:' A PREPARED FOR THE SOLE BENEFIT OF THOSE cFPT FED TO ANO s/ otaD NOT BE CERTIFIED 9.': DRIVEWAY -225 REDWOOD BIRCH RELED UPON BY ANY OTHER ENTITY 6 OWENSIONS SHOWN FOR RTE LOCAMV OF IYPROI.TWN75 HEREON SNWLO NCT BE USED TO RECCNSIRUCT BOUNDARY LWES. 7. EE4RRk'S. NK aASAC ASSUMED dTJM ANO ON 71.E LIVE SI C^ A<_ &SE MR94 15 B) BIRCH G4:lSEfiM 4-!n REDWOOD REDWOOD A/C PAO - 9 PAVER 12117, '..^,i` = 10' U LESJWT PAVER PAVER i.7' 15 0 0 PAVER 7' Fi PAVER PROPOSED ON LOT AREA CALLS ATTACHED 2.0 SQUARE FEET RESIDENCE LOT , LIVING - 770 Y 3 GARA:E = A56 6AWE = 458 WILLOW ^ a ON UNE ON LOT .AREA CALC5. ON LOT AREA CALLS 140"ARE FEET SQUARE FEET LOT - 2.185 LOT , LIVING - 770 LIVING - 77C GARA:E = A56 6AWE = 458 PAVER ENFY - 9 PAVER E.•JTRY = 9 LANAI. -93 LANAI - 93 BREEZEWAY - N/A BREEZEWAY - N/A PAVER ORPoEWAY-44 PAVER ORNEWA. -IOL A/C PAD - 9 A/C PAD - 9 PAVER wALKWAY - 6 PAVER WALKWAY - 6 NFERVIOUS - 51.7 1MPERVTWS - 62 7 1.349 1.3.o SOD 76 SOD = 76 PAVERPAVER OFF' AREA RAI, 179 R/W - 1791+ APRON = 51 APRON - 51 SIDEWALK = 112 SIDEWALK= 112 SOD 16 SOL) - 16 TOTAL AR&A5,ALAREAS GARAGE -249 PA ENTRY - 36 AREA -2.354 ATKFn = 2..00 OR/VEWAY = 500 DR"F_WAY = 451 SIDEWALK = 118 SIDEWALK = 118 SOD Soo ' 392 _j 34.T 12.T w21VIER 9' 9' ENTRY 2. 12. 9. T 34.T - RLTA C%GTACHIM DEARING. NOTES 1. 111E UNOERSWdEV OOES FIERE$Y CERTIFY THA* INS SURVEY MEETS THE MMMUAI TECHNICAL STANDARDS SET FORRI BY SCALE N- 1' - 20' ---4OFUWN BY: ••• ate___- 16' 9' 9' P[L' (• POM V CLIPOND CIRVAllOE 9' 16' V® FENCE LOT 242. 243 246 LOT 244 OR 245 QH LOT' AREA CALCS: ON LOT AREA CALCSL x4 •--AZ[AL PAVER PAVER K 2 UNLESS EMBOSSED WIH SJRYEYORS SEAL. 145 SURVEY A NOT VALID AND IS PRE MWEO FOR NF M"710FLAL PURPOSES ONLY SOVARE FFET SOWE FEET L PAVER PAVER PAVER PAVERPAVER DRIVE DRIVE PAVER PAVER PAVER PAVER PAVER NLD LOT - 2.D90 1NlVG = 694 Lor - 2.G90 LMNG - 3624 DRIVE DRIVE WALK DRIVE WALK WALK WALK WALK WALKDRIVE DRIVE DRIVE am GARAGE -249 PA ENTRY - 36 GARAGE - 159 PAL.R FjVTRY -w' 29.58' 25.00' 25.00' 25.00' 25.00' 25.00' 25.00' 25.01 0 Lusa -102 1 LANA 102 AAsuENtEASC- 1. NO {NJOERGRC1lIHL• WPRD'VEYENIS HAVE Bl'EM LOCATED LRA£SS G7HERW5E SHOWN. cAlr . CALCULATED FF. FDesICD'L cEVATaI BREEZEWAY - N/A I •PAVER OR.YEWAY= 261PAVER t ICES s. Ras SUCK:' A PREPARED FOR THE SOLE BENEFIT OF THOSE cFPT FED TO ANO s/ otaD NOT BE CERTIFIED 9.': DRIVEWAY -225 ORNEwAY = 161A/C VIT PvPv1rLLssPO;Nr NORTH THS SVILQNG/PROPER'T DOES NGS L'E W.THIN ESTA&-,SHED 10C "EAR %,CAD ?LANE AS OER -FIFAI' RELED UPON BY ANY OTHER ENTITY 6 OWENSIONS SHOWN FOR RTE LOCAMV OF IYPROI.TWN75 HEREON SNWLO NCT BE USED TO RECCNSIRUCT BOUNDARY LWES. 7. EE4RRk'S. NK aASAC ASSUMED dTJM ANO ON 71.E LIVE SI C^ A<_ &SE MR94 15 B) G4:lSEfiM 4-!n r?1 r JAMS S. O- FAO 9 A/C PAO - 9 M.•F 1 12117, '..^,i` = 10' U LESJWT PAVER WALKWAY - 48 PAVER waLaWAY= 25 IMvEP..TOUS= 57.1VMFERVTOUS= 60' xPC2%qAL 4 5^0 = 527 SGO = •i2 F r A.• r LOT - C1 15.28' 22.00' 22.00' 22.00' 22.00' 5' CONC. 22.00' 22.33' Vw - 176 R/W - 176WALK AFRCN = 30 APRON = jo sMEWA1! _ ,)o CURB SIDEWALII = 1,0 SO.I = 36 36 2.266 ASIR.Ai Ar' - 2.2664668.8.)N 00.09'03" W N01E PAVER rtEMS ARE NOT 1 ERRY BROOK CIRCLE 40' R/W) TRACT A •NOTE PAVER ITEMS ARE NOr Dn BAY = 255 S'OEWALA - Ise CRNEWAY = I SIDEWALK = 135 1 LED = 578 Sr y INCLUDED IN MIPERNOUS AREA WCLUOED W LUPERVIpUS YER-ASICOTT C LAND VFYORAS 407 R ORLANDO. 2836ASSOINC. SUR 277° 212E 658 LEGEND PLL. POM 30 1:M TYP . TYPICAL PAC. POM OF R£ERSE CUNATUlE DRAMNAL. CLEC. VrM SETOAM LIN CHAIN LOW FOCE DcC.R RLTA C%GTACHIM DEARING. NOTES 1. 111E UNOERSWdEV OOES FIERE$Y CERTIFY THA* INS SURVEY MEETS THE MMMUAI TECHNICAL STANDARDS SET FORRI BY SCALE N- 1' - 20' ---4OFUWN BY: ••• ate___- OHOER _ P[L' (• POM V CLIPOND CIRVAllOE VDFK V® FENCE U+0. CONCRETE UT0.ITY THE FLORIOI BOQW OF PROFESSIONAL LANG SURVEYORS N CN4PM? SJ -17 OF THE FLORIDA ADW04S RAIK CODE FIELDPION• PRDID x4 •--AZ[AL L0 ILOCK. PO UI+ AV TEPA K 2 UNLESS EMBOSSED WIH SJRYEYORS SEAL. 145 SURVEY A NOT VALID AND IS PRE MWEO FOR NF M"710FLAL PURPOSES ONLY PLOT PLAN 05-17-17 173E-17 TSR IRLN ROD ' DLL PLLR POINT IF K63NIM P.T. POINT Or TAMENCY NLD NAIL 4 7ISA J. TNA SLWWY WAS PREPARED FROM TITLE INFORNAMh FURNISHED TO THE SURVEYOR. THERE AIAY BE OTHER RE57WPCWAIS CM . I;ON Ip{7(NT SET LR PL.0 •.PMNT OF-'COPENCCIENT am DESCRIPTIONR/w i9' -VA• OR EASEMENTS TNT AFFECT DOS PROPERTY. LIZ, LIL 4! 47% ' PFM /ERNANLIIT l+QCRC•ICE Id1lAENTREL. CALCULATED 0 a RADIUSAPCLENU"N ESPCqI AAsuENtEASC- 1. NO {NJOERGRC1lIHL• WPRD'VEYENIS HAVE Bl'EM LOCATED LRA£SS G7HERW5E SHOWN. cAlr . CALCULATED FF. FDesICD'L cEVATaI L t ICES s. Ras SUCK:' A PREPARED FOR THE SOLE BENEFIT OF THOSE cFPT FED TO ANO s/ otaD NOT BE CERTIFIED 9.': µi VIT PvPv1rLLssPO;Nr NORTH THS SVILQNG/PROPER'T DOES NGS L'E W.THIN ESTA&-,SHED 10C "EAR %,CAD ?LANE AS OER -FIFAI' RELED UPON BY ANY OTHER ENTITY 6 OWENSIONS SHOWN FOR RTE LOCAMV OF IYPROI.TWN75 HEREON SNWLO NCT BE USED TO RECCNSIRUCT BOUNDARY LWES. 7. EE4RRk'S. NK aASAC ASSUMED dTJM ANO ON 71.E LIVE SI C^ A<_ &SE MR94 15 B) G4:lSEfiM 4-!n r?1 r JAMS S. O- F L.5 r ASO+ ZONE X M.•F 1 12117, '..^,i` = 5 ECF/A' N'S, JC 5•R7WN. ARE BASED ON htro>X GE:#'L: /ER"µr:TUM OF 1929. LR4="S5 OTNEPMSE AOTEDTOM9C-"70CA c O• AL4dCRlZAr.?N Yc A59_' 1 u DATE: BUSINESS/PROJECT NAME:' ADDRESS: CONTACT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 PERMIT NUMBER: S' 1 i Iowa -am r -3 1 Alt i PLAN REVIEW INFORMATION I 1 CONSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER [ ] HOO+ - DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO I - X09 TOTAL FEES: gA ro,9yo _ 0.00 # 2,331 , x 0.05 = 116.55 * I 0.00 * i SCPA Parcel View: 27-19-30-506-0000-2500 http://parceidetail.scpafl.org/ParceiDetai]Info.aspx?PID=2719305060... Property Record Card Parcel: 27-19-30-506-0000-2500 Owner. TAYLOR MORRISON OF FL INC Property Address: FL Parcel Information I Value Summary t Parcel 27-19-30-506-0000-2500 Owner TAYLOR MORRISON OF FL INC Property Address FL Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 5 Tax District S7-SANFORD DOR Use Code 00 -VACANT RESIDENTIAL Exemptions Legal Description LOT 250 THORNBROOKE PHASE 5 PB 81 PGS 68 d 69 Taxes 249 2016 Certified Values Valuation Method I Cost(Market I Cost/Market Number of Buildings N Depreciated Bldg Value 1 0 N95250 0 Land Value (Market) 1$18,300 10 Land Value Ag to N95 JustfMarket Value '• Portability Adj 1$18.300 10 0 Save Our Homes Adj 0 10 251Seminole 9,667 P&G Adj , 5o 10 Assessed Value 1$8,633 1 0 County GIS Legal Description LOT 250 THORNBROOKE PHASE 5 PB 81 PGS 68 d 69 Taxes Tax Amount without SOH. $0.00 2018 Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2017 Working Values 2016 Certified Values Valuation Method I Cost(Market I Cost/Market Number of Buildings 10 0 Depreciated Bldg Value 1 0 Depreciated EXFT Value J 0 0 Land Value (Market) 1$18,300 10 Land Value Ag to 8,633 JustfMarket Value '• Portability Adj 1$18.300 10 0 Save Our Homes Adj 0 10 Amendment 1 Adj 9,667 0 P&G Adj , 5o 10 Assessed Value 1$8,633 1 0 Tax Amount without SOH. $0.00 2018 Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund I $8,6331 01 8,633 Schools 18,300 0 18,300 City Sanford 8,633 so 8,633 SJWM(Saint Johns Water Management) County Bonds^ 8,633 8,633, OI OI 8,633 8,633 Sales 1 Description Date Book Page Amount Qualified Vidimp 1 No Sales Find Compare Sales Land Building Information 1 Permits j Penni, # Description Agency Amount CO Date Permit Date 1 of 2 1 6/12/17, 11:01 AM Method Frontage Depth Units Units Price Land Value LOT 1 I $18,300 00 I $18,300 Building Information 1 Permits j Penni, # Description Agency Amount CO Date Permit Date 1 of 2 1 6/12/17, 11:01 AM REQUEST FOR TUG & PREPOWER AGREEMENT Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 1e Af t - Project Name: Project Address: CK Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug(Pr+e-power application is valid only for one -and two-family dwellings. Z. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been.issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AIS. The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Print Name of OwnerfreMt nature of Owner/T t JURISDICTION EMPLOYEE NAME: JURISDICTION: As Print Name of Gen. Cort ctor r SlIgnature of Gen. C r 1'-8C 2 s75/d2 Gen. Contractor License # Print Name of El. Contractor Signature of El. Contracto EC ocoo eW El. Contractor License # CALLED INTO: b Progress Energy o Florida Power and Light on _/ .1 Rev. 4/20107) LIMITED POWER OF ATTORNEY DATE: f. EREBY NAME AND APPOINT: Daphne Clark, Gustav Botes, Jennifer White, KarenMcAdams, Alison Pen*otti, Anthony Perrottl EACH AN AGENT OF: TAYLOR MORRISON TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: 5#6---V3 rQgz FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT I LOT NUMBER: SUBDIVISION: -tf{or m l6lz0(Xc ADDRESS: PARCEL ID : t2 1— I cl-- 30— „- 00QO - ov Q AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. JOHN ASA WRIGHT NAME OF CONTRACTOR.) 45tz IG RE OF CONTRACTOR.) STATE CERT. # CBC 1257462 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument wascn dg before me this: DATE: BY:JOH AS IGHT Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. NAME: Kimberly Carter My Commission # FF2 My Commission Expires NOTARY: 29021 917/2019 Sl N4RE OF NOTARY: NOTARY SEAL. Parcel ID Number: p?7—/q—S06 —6000 --, " O Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. G11' parr NALOY, SENTNOLE GOUNFf I..l:itl`, OF CIRCUIT C:OUR1 & C:ONPTROLLEF: BY, °Qr; F'3 138j. (1F'js) CLERK'S : 2017066875 RECORDED 116'30/2017 112:46: t? Pil RI -CORDING FELS $10.00 RECORDED BY rdtemp The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property : LOT ! J .-- Legal Description: Thornbro k Phase according to the plat thereof, as recorded in Plat Book Page of the public records of Seminole County, Addresses : Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. ' Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(I)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT o YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. cv Ca 11. Date Signed : Signature of Owner's Agent: D.pv`- CLhnAsaWrighto "'``"'' w aylor Morrison of Florid a it a Sworn to and subscribed before me this by John Asa Wright wh is s lly known to me. - az o per, Nota Public DA Clark z My commission expires: 6/27/19 0 S ONt o Serial No. FF 209108 Notary Signature: .p; I.Iwo ts tf P 00 AND- # NevA U z 0 a m W J Z 4y Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I dec1'J Offiat I have read t iev a VV m foregoing and that the facts stated in it are true to the best of my knowledge and belief. 1 1 I COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100003 BUILDING APPLICATION #: 17-10000389 BUILDING PERMIT NUMBER: 17-10000389 11-135 of 4 -71R 87 DATE: June 29, 2017 UNIT ADDRESS: MERRY BROOK CIR 294 27-19-30-506-0000-2500 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: TOWNHOME TYPE USE: I WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 294 MERRY BROOK CIR THORNBROOKE PH 5 TOWNHOMES LOT 250 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A Condominium* .00 000 dwl unit 00 FIN/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOL$ CO -WIDE ORD 2,450.00 1.000 dwl unit 2,450.00 PARKS N/Au 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 2,883.00 RECEIV T EDBY: e I Y-ADAw IGNATURE:jgt::to=— ``+L PLEASE PRINT NAME) DATE: `% -- S ^ x 1 NOTE TO RECEIVING SIGNATORY APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE,OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IAPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THb REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE'COUNTY BUILDING PERMIT NUMBER AT THE IOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Job Addre cEev DJUN122011 J CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:/ %- /7 Z (e Documented Construction Value: $ aK19T. Historic District: Yes No X Parcel ID: 21-19-30S-000(r-ZSI 0 —Residential [ Commercial ElTypeofWork: New EAddition 11Alteration 11Repair 11Demo Change of Use Move Description of Work: NEW SINGLE FAMILY TOWNH HOME UNIT - THORNEBROOK PHASE. LOT NUMBER :Q''I Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daohne Permits Perm itsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 I Architect/Engineer Information I Name: Phone: Street: Fax: I City, St, Zip: E-mail: I Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. PA M FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code _n Revised: June 30, 2015 Permit Application I L ul7 0 13 q3. - S 3 025 - - jo L t •r r r ti r •j i 0.00 25.00 + 744.00 + 1)776.00 + 2)545.00 * 2)545.00 X 1.5 % 38.17 * Y 1 0.00 * It r i • L NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the ljob at the time of submittal. The actual construction value will be figured based on the current ]CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be ipplied to your permit fees when the permit is issued. I OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Y I Z1. YC,, Ar// -? SignalrAre of Owner/Age t D to TAYLOR MORRISON OF FLORIDA INC Print Owner/Agent's Name Signatur -State of FloridaAta.pK rc•• ••? * IJP ComMISSION i FF 209108 EXPIRES: June 27, 2019 u, oidBW n 1,itllel N0%ry5#r" 4ll01 r< Owner/Agent is YFS Personally Known to Me or Produced ID N/A Type of ID i. el 19101 _7 Signa t of Contractor/Agent R Dole JOHN ASA WRIGHT Print ContractaWAgi:Ws Name of Notary -State of Florida io` ; '.:Nate D. a CM My MWISSION i FF 2D9106 103r EXPIRES: June 27, 2019 Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID f BELOW IS FOR OFFICE USE ONLY I ' Permits Required: Building [g Electrical [ir Mechanical Z Plumbing Gas[-] Roof Construction Type: %J%S Occupancy Use: Q3 Flood Zone: Total S Ft of Bld • 233Sqg. Min. Occupancy Load: % # of Stories: Z New Construction: Electric - # of Amps 1_1i6 Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No I APPROVALS: ZONING: "Z6 Ll UTILITIES: WASTE WATER: t ENGINEERING: 04TL' G-U.-lJ FIRE BUILDING: IF ro•ZS-t% COMMENTS: _ Ok to construct townhome with setbacks and impervious area shown. No additional impervious permitted beyond initial construction. Zg CoP t 5 Revised June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE Permit # 17-1734 thru 17-1741 Address: 290 — 318 Merry Brook Circle BUILDING PERMIT Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Electric Rough Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Plumbing Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground — 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final 1000 Plumbing Final PLUMBING PERMIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset- 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 298 Merry Brook Circle Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-2510 t 407-629-0077PhoneNumber: Email: The reason for the flood plain determination is: Q ' New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: El floodplain E:1 floodway El The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP#17-1736 Reviewed by: Michael Cash, CFM Date: June 21, 2017 t e i ° o O Application for Right -of -Way Use for Driveway, Walkway & Landscape O R I p,q Department of Planning & Development Services1877 300 North Park Avenue, Sanford. Florida 32771www..nfordaso. Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the o- 9m"Awow attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested Information below as well as a current survey, site plan or plat clearly identifying the size andlocationoftheexistingriightt—of-w/a y and u5&shell be provided or application could be delayed. Cellbcronyoud14 1. Project Location/Address: V KA / 2. Proposed Activity: Driveway El Walkway Other: 3. Schedule of Work: Start Date l.l r Completion Date Emergency Repairs 4. Brief Description of Work: +' I CWAY Pblt // V $Ae This application is submitted Property Owner SOf. MAW, Mi h&I 5Signature: Print Name:AYG Address: /.T/ emsKTA; E J 1nl--/(%iO Phone:4'?40 Faxr dCWhneI* /II/1 i IR1mi C01Y% Date: 1 e Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall Include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization. remove said installalioMmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or ar3y general maintenance activities by the City becomes In conflict with the above permitted activity, the permittee shall remove, relocate artdlor repair as necessary at no cost to the City of Sanford insofar as such facilities are In the public right-of-way. If the Requestor does not continuously maintain the improve- ment and area In accordance with previously stated criteria, or completely restore the right -d -way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requester's expense and, If necessary, file a hen on the Requestor•s property to recover costs of restoration. To the fullest extent permitted by law, Rijquestor agrees to defend, indemnity, and hold harmless the City. its oDunci'Ipersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorneys fees up to and including an appeal), resulting in any fashion from or arisir3g directly or indirectly out of or connected with the use of the City's right-of-way. I have rea understa a above statement and by signing this application 1 agree to its terms. 1 hereby understo gree y all city fees related to this application as required by the city's adop Fee Resolution. Signature: Date: I I This permit shall be posted on the site during construction. - Please call 407.688.5080, ExL 540124 hours in advance to schedule a pro -pour Inspection. 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THORNBROOKE PHASE 5, as recorded in Plat Book 81, Pages 68 through 69 of the Public Records of a Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: o Taylor Morrison of Florida," Inc. TRACT 8 (LANDSCAPE/OPEN SPACE/SIGNAGE/WALL/FENCE/UTIL/TIES) N 00°09' 0311 W 22.33' 22.00' 22.00' 22.00' 22.00' DO' LOT 256 AC AC ' 00 LOT 255 2' 20.0 0 16.8' Tp LANAI o g •i 16.8' 2' PAVER RADIUS LENGTH 3 mak, PLOT PLAN ONLY* NOT A SURVEY) b Co OPOSEO INFORMATION SHON::Y PROPOSED + BASED ON SUPPLIED PLAN LO o AND%OR INSTRUCTIONS PER N 3 CUENT(NOT FIELO Wq1RED) 3) ATTACHED 2.0 c o flj a LOT 247 22.33' RESIDENCE ON LOT AREA CALLS• , A/C PAD - 9 A/c PAD - 9 5^UARE FEET AFT ' n TRACT 8 (LANDSCAPE/OPEN SPACE/SIGNAGE/WALL/FENCE/UTIL/TIES) N 00°09' 0311 W 22.33' 22.00' 22.00' 22.00' 22.00' DO' LOT 256 AC AC ' 00 LOT 255 2' 20.0 0 16.8' Tp LANAI o g •i 16.8' 2' PAVER 10'LOT 154 5.2' o LANAI 3 PROPOSED Irl ATTACHED vT RESIDENCE h a p h F.F.E=26.6' REDWOOD PAVER ENTRY LOT 253 "O'0'00 LOT 152 3 PROPOSED ATrACHEO vT RESIDENCE $ I 00 F.F.E 26.6' 81RCH i. 7' PAVER M 2' bf LANAI 3 PROPOSED ATTACHED WT RESIDENCE o 81RCH PAVER CURVE I DELTA 1 RADIUS LENGTH 3 LOT - 2.185 LANG - 770 GARAGE - a5g PAS? ENTRY = gr? PROPOSED 6.73' 1 S 03'07'08' E PROPOSED + PROPOSED 2.0' ATTACHED 23.26' 1 S 76'23'35' E n ATTACHED vTATTACHED ATTACHED 2.0 RESIDENCE o n RESIDENCE 22.33' RESIDENCE SOUARE FFET A/C PAD - 9 A/c PAD - 9 AFT ' n GO q PAVER. WALKWAY - 6 PAVER WALKWAY - 6 o V7 LOT 250 10.00' Lor 249- 70.00' IMPEMOUS - 61.7 IMPERVIOUS - 62.7 1C. SOD 527 J h A 3 1.349 SOD - 76 1.730 SOD - 76 F.F.E=26.6' F.F.E=26.6' I%T WILLOW OT AREA CA : LV' A C4LC REDWOOD IFPON 17 f1 h R/W . 179 PAVER 10'LOT 154 5.2' o LANAI 3 PROPOSED Irl ATTACHED vT RESIDENCE h a p h F.F.E=26.6' REDWOOD PAVER ENTRY LOT 253 "O'0'00 LOT 152 3 PROPOSED ATrACHEO vT RESIDENCE $ I 00 F.F.E 26.6' 81RCH i. 7' PAVER M 2' bf LANAI 3 PROPOSED ATTACHED WT RESIDENCE o 81RCH PAVER CURVE I DELTA 1 RADIUS LENGTH CHORD i CHORD BEARING LOT - 2.185 LANG - 770 GARAGE - a5g PAS? ENTRY = g C7 05'56'10" 65.00' 6.73' 1 6.73' 1 S 03'07'08' E PROPOSED + PROPOSED ~ C2 20'3645" 65.00' 23.38' 1 23.26' 1 S 76'23'35' E n ATTACHED vT n ATTACHED vTp ATTACHED 2.0 BREEZEWAY - N/A PAVER ORIVEWAY-44 22.00' 22.00' 22.33' RESIDENCE SOUARE FFET A/C PAD - 9 A/c PAD - 9 AFT 'n h r cLO - z.0.0 PAVER. WALKWAY - 6 PAVER WALKWAY - 6 o Lor 251 10.00'- LOT 250 10.00' Lor 249- 70.00' IMPEMOUS - 61.7 IMPERVIOUS - 62.7 AC Ac Ac ON h 160 5.2 16.8' 20.0' 7.2' UNE O) LANAI LANAI Q3 40 49 0 16.8' S m v ON n 1l,ut • 3 3 ENTRY 2.0 I'7 LOT - 2.185 LANG - 770 GARAGE - a5g PAS? ENTRY = g LOT - 2.7Z9 MNG - 7700 GARAGE - ISd PAVER £N'fRY = 9 34.7' r 11.7' 410.0' PROPOSED PROPOSED + PROPOSED ~ 6ARAIX = 219 UNE 16' 9' 9' IAAAI• = 93 LAAW - 93 n ATTACHED vT n ATTACHED vTp ATTACHED 2.0 BREEZEWAY - N/A PAVER ORIVEWAY-44 BREEZEOVAY - N/A PAVER 1hZVEWAY-4C RESIDENCE o o RESIDENCE o RESIDENCE SOUARE FFET A/C PAD - 9 A/c PAD - 9 AFT 'n h r cLO - z.0.0 PAVER. WALKWAY - 6 PAVER WALKWAY - 6 Dip m PAVER. W.:LTC,YAY = v WALKPAVER0A1 LK 6C.o 4 I DRIVE DRIVE DRIVE 29.58' 25.00' 25.00' y IMPEMOUS - 61.7 IMPERVIOUS - 62.7 1C. SOD 527 J h A 3 1.349 SOD - 76 1.730 SOD - 76 F.F.E=26.6' F.F.E=26.6' F.F.E=26.6'FF OT AREA CA : LV' A C4LC A/C PAO = 9 I : C PAD = 9 PAVER WALKWAY -461 PAVER WAL CVAY= 25IFPON17f1 h R/W . 179 R10V - 1;9 S! REDWOOD REDWOOD WILLOW PT a APRON' -51, SIDEWALK = 112 APRON - SIOEWALK = 1,2 PAVER PAVER SiD 527 4 Soo - 16 SOD - 15 ENrRYA< 5.7' Y FF saAREA AREA - 2.36A AREA e 2 300 RA/W - 176 1 R W 176 ON VIAL ORPJEYAY = 5O0 DR^!YiAY = 157 n3.7' X3.7' UNE V 7.-. I98 S WALK I 1 3 Lor -2.091 o oJPAVER ENTRY p y g o ENTRY c p LIVING = 894 ON 34.7' r 11.7' 410.0' v v 10.0' 4 12.7' .' 34.7' 6ARAIX = 219 UNE 16' 9' 9' 9' 9' 16' LAT 242. 2IJ z Lor 244 OR 215 PAYER E.VTR7 - y I ON LOT AREA CALCS: ON LOT AREA CALLS: ER«EZ£xAY - 1;LAIV2 PAVER PAVER SOUARE FFET SQUARE FEE! vAVER Lti7wEWAY-229 m DRIVE ORNE LOT = r cLO - z.0.0 A/C PAD - 9 PAVER PAVERF PAVER PAVER PAVER PAVER PAVER PAVER PAVER PAVER PAVER KN^ = 894894 MNG - 824 PAVER. W.:LTC,YAY = v WALKPAVER0A1 LK 6C.o 4 I DRIVE DRIVE DRIVE 29.58' 25.00' 25.00' WALK WALK WALK WALKDRIVE DRIVE DRIVE 25.00' 25.00' 25.00' 25.00' 25.00 GARAGE = 219 PAYER ENTRY - LAIN O'AliIGE - 2591I'PAYER ENTRY - 68 LA's - 102 1C. SOD 527 J l02rO 1 PAVER V•RV-FWAY- 9REEZLIYAY - N/A 26: PAVER DRIVEWAY -22.1 DR7VEY+.A. - 267 r _ jlJi I7dC ESAM A/C PAO = 9 I : C PAD = 9 PAVER WALKWAY -461 PAVER WAL CVAY= 25IFPON17f1tr LT 1O' r1 IMP-97MMUS 600 i LUPEPMUS = 5, X 57DEWAL t = , iQ 50'0 = 35 h k 5 S4x I SCDSiD527 4 l C1 15.28 22.00 5' CONI. , 22.00 22.00 22.00 22.00 22.33 T A CALL FF saAREA 5 c K W RA/W - 176 1 R W 176 seeilYsIS^ C2 VIAL vALA v - 563 I V 7.-. WALK CURB SOD a 36 SIS = ,. 60 B.B.)N 00°09'03" Tr 2.266 ARS = DRT•F1PAY 255 L:RIVEWAY -2aI0-D'R'1b0 ROPOSEO=F NSHED SPOT GRADE NOTE. PAVER ITEMS ARE NOT !MERRY BROOK CIRCLE (40' R/W) TRACT A 'NOTE PAVER ITEMS ARE NOT IN IMPERVK7U5 AREA SIOEWAo< - !98 SO+s S-DE>VAV = 7J5 SCO = 578 ELEVATIONS PER DRAINAGE PLANS A INCLUDED AREA INCLUDED IN OIPERYI0IJ5 563 77TH S' 5400Eln 4LL DR ORLANDO, FL. 328GRU'.STMIT EFR SC_0 U -Tl 11 0 LEGEND ' Pn- • PONT IP+ LRE TY'P. - DRAM • DELTA LP.SL - SETPACR LUE , OOtD Moro., ••• 1- = 20' DRAWN 8rs10 TYPICAL PLATSCALE RC. . P®IT IF REVERSE C{RVATVPE 0VM L CCJC. . GLADI LOW F[!CE CS. . CIM REARING 7. THE VNOERS1r.%W DOES hVaMY CERTIFY ANT TW SURVEY MUS THF UMMM TECHMAL STANDARDS SET FORK! BY DATE ORO_ER NO. F . FIELD 1 P.CL. • OF tDiM QRVATURE Y/DFG • V® FC,YE UTA. • UTTLRY THE FLORIDA BOARD OF PROFESSIOtM LAAO SUPVE7TL45 H LYMPIER 50-17 OF THE FLORIDA AOWRRS7R nW ODDS _ WAIT P. . Iqp/ POPE RA0.„I• RTSIAL L' C/P CMACR TE == IAA PDOOMK o,C, = PppT OF LTWVAi1RE 2 UMESS EYBDWO WON S/A7VEYD45 SEAL TNb SURYFY b HOT YALD ANO a FR£SFMED FOR VOR&AJlONh PURPC9E5 ONLY. PLOT PIAN OS -l7-17 f734-77 C . , Ip .yRODPD.a PAINT OF PEGVMIM- P, VASE PCMOIO P.T • RIR:. OT TAJVGErKY No • NAA A VISA J 1}15 SURVEY NiIS PREPARED FROM 1RIE UB'DRYATIO/i FURNISHED i0 THE SUIM1ETOR. iHfTiF WAY BE OTHDt RE57RICIpIS CMCELCUpLR. NDAFENT PB.G -. POINT IF CGIM CEMENT SET I.R. • 112' TIL .,Al_ PR,a PEA11A/iNT RETEREwX MMjWhT VES- • DESCR{PTTOI RN . RIGHT -DF -VAP R • RAD:U; . r. . EA:E,Crt OR FASEW&ITS THAT AFFECT THIS PROPERR'. 4. NO LNVDERGAOUNO W/PRWDWEMS HAVE BEEN LOCATED l/TM1ESS OTHERWISE SHOWN. REL. . CALMRECZVE/ E ,FF .'FVCSVZD FLOOR EL-VATIPICAv- • GLC'JLATEV T, APC LENGTH CENTERLKf NORTrI S. T„ SUPPLY 7S FOR TIREMY $DIE 8[NFfT7 CF 17105E CERTIFIED TO AND 51'OIF WJi BE D ) CERTIFIED 8•: \\ / \ VP • VIT,ESs POINT ANS sU7LD1Nc: PRCP£R T 00Es Nc- LET rI V6 AN' OEO Re11ED UP'(LV BY AM' OTHER ENTRYLI DWENSIONS SHVW FOR :H£ LO: AM4 OF LUPRO14MEh3 HEREON SHOULD NOT BE USED TO R£CGMIRLCT 50UN ARY LNLS. 7 BEARINGS, APE BASED ASSUMED OAT'JAI Mb ON TME LIVE SHOMN AS BASE SEAMNG (B8) , r+E ESTA@_15NED 'OL' 7'F1.4 2POD PLG:E -05 PER 5 EXVA. w:5. f ShOLvN. ARE BASED ON fM-,00: OECDEM vERT4k .'.AAIM OF 029. UNI_SS O7NERMTSE &Orw TOM X. G''::SEF:NL"7` rj 4?7 .JaV.ES SDG'.' F, 5 J A801 ZD.%r K .MAP 1 12117. ..f?i5 S. CE4TR'YAr CF AL7.iC?ZAT.:W vc A59r. SCPA Parcel View: 27-19-30-506-0000-2510 Property Record Card Parcel: 27-19-30-506-0000-2510 Owner. TAYLOR MORRISON OF FL INC oouNncna os Property Address: FL Parcel Information Value Summary Parcel 27-19-30-506-0000-2510 Owner TAYLOR MORRISON OF FL INC Property Address FL Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNSROOKE PHASE 5 Tax District S1-SANFORD DOR Use Code 00 -VACANT RESIDENTIAL Exemptions MKQ. N N N I Legal Description LOT 251 THORNBROOKE PHASE 5 PB 81 PGS 68 6 69 Taxes 250 VU 95251, 2 2 955Seminole County GIS PID=2719305060... 2017 Working Values 016 Certified alues Valuation Method CosVMarket CostiiMarket County General Fund $8,6331 Number of Buildings 0 8,633 Depreciated Bldg Value Depreciated EXFT Value City Sanford $8,5331 Land Value (Market) 1$18,300 8,633 Land Value Ag 0 JusVMarket Value 1$18,300 I County Bonds $8,633F Portability Adt 8,633 Save Our Homes Adl ISO Amendment 1 Adl $9,6671$0P&G Adj Assessed Value 1$8.633 Tax Amount without SOH. $0.00 2016 Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Asses Taxing Authority Assessment Value Exempt Values Taxable Va us County General Fund $8,6331 0 8,633 Schools 1 $18,3001$0 18,300 City Sanford $8,5331 0 8,633 SJWM(Saint Johns Water Management) $8,6331 0 8,633 County Bonds $8,633F 01 8,633 Sales Description Date Book Page Amount Qualified Vact 1 No Sales !ff] Find Comparable Sales l Land — Method Frontage Depth Units Units Price Land Value LOT I 1 $18,300.00 Building Information Permits Permit # Description Agency Amount CO Date Perrot Date 1 of 2 18,300 I 6/12/117,11:02 AM I u DATE: L' BUSINESS[ ADDRESS: CONTACT I CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 0 PERMIT NUMBER: ) 173,t= r 0.00 * PLAN REVIEW INFORMA N CONSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER [ ] HOOT 2P331 • X 0-05 - DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO 116.55 0.00 9 IW p 1 117.95 + TOTAL FEES:4q -'Lq ' 116.55 - 1.40 I 0.00 i REQUEST FOR TUG & PREPOWER AGREEMENT Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: i/f// Project Name: Project Address: I Building Permit M Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only _for one -and two-family_ dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 1009/6 complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. Uprovided; the fire sprinkler system must be operational with water on the system prior to pre -power. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Print Name of Ownerfreit t gnature of owner/p* Print Name of Gen. Cpftuctor 4 gnature of Gen - C r C! Ise, l2 fZN/62 Gen. Contractor License # E-- e p M. j14 Print Name of El. Contractor IZZA - *- Y)r' U — Signature of El. Contractor EC ootaU EpU El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED MO: b Progress Energy o Florida Power and Light on _/ ./ Rev. 4/20/07) LIMITED POWER OF ATTORNEY DATE. Q EREBY NAME AND APPOINT: Daphne Clark, Gustav Botes, Jennifer White, KarenMcAdams, Alison Perrotti, Anthony Perrottl EACH AN AGENT OF: TAYLOR MORRISON TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER : Z 5-/ SUBDIVISION: ADDRESS: PARCEL ID : a2- I9 30- 0000 -- !0 AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. JOHN ASA WRIGHT NAME OF CONTRACTOR.) 6444 '04 !< - SIGNOURE OF CONTRACTOR.) i STATE CERT. # CBC 1257462 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing insUume $o d before me this DATE: (/` BY: JOHN ASA WRIGHT Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. NAME: limberly Carter My Commission # FF2 My Commission Expires NOTARY: 29021 9!12019 AGN TORE OF NOTARYTUREOFNOTARY: NOTARY SEAL. pPtY CARTS 11vi Parcel ID Number:a?.-/f -96 ---060 ! ZS/0 Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. 6RNIT Ht -41 i SE111NOLE COMI rY U"RK. OF CTRCU11 COURT & (.0t7TROLLER 1&3232 U F' 9 L ) CLERK'S T 2017066876 RECORDF..P ;J:,/-1-,.''.1-CJ17 02:+r:12 1`11 i-Nio))Hfi FEES $10.00 RECDhDIN, P i rdtfan» The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property : LOT Z r Legal Description : Thornbroo a Phase S according to the plat thereof, as recorded in Plat Boo Paga6j-19X of the public records of Seminole County, Addresses : Nip Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed be Signature of Owner's Agent: 4:iy J n Asa Wright + '1 " Taylor Morrison of Flor' nc. ,•; = :n NNNar W Sworn to and subscribed before me this by John Asa Wright who i nally known to me. a o Notary,Public DA Clark" Ri My commission expires: 6/27/19 Serial No. FF 209108 o ary Signature: ' Ila \ P S d W = o AND- e oV d W u0 Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read o foregoing and that the facts stated in it are true to the best of my knowledge and belief. ; a ^UJ m N M COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100003 BUILDING APPLICATION #: 17-10000390 BUILDING PERMIT NUMBER: 17-10000390 I1- Ili 04-11989 Qt 331 p" DATE: June 29, 2017 UNIT ADDRESS: MERRY BROOK CIR 298 27-19-30-506-0000-251 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT. OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: TOWNHOME TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 298 MERRY BROOK CIR THORNBROOKE PH 5 I TOWNHOMES LOT 251 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS-COLLgCTORS N/A Condominium* 00 000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOL$ CO -WIDE ORD 2,450.00 1.000 dwl unit 2,450.00 PARKS N/AN/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 2,883.00 STATEMENT`^ ,. RECEIVED BY: c Y ` SIGNATURE; PLEASE PRINT NAME) 7 — S %-11 NOTE TO RECEIVING SIGNATORYLAPPLICANT: FAILURE TO NOTIFY OWNER AND . ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG'DEPT 3 -APPLICANT ' 2 -FINANCE 4 -LAND MANAGEMENT ^ NOTE** PERSONS ARE ADVISED THAT T IS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERRRRRRMMMMMMIT. n - PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES FROM THE1PLAN IMPLEMENTATION- ICE:+1101-EASTyFIR§TvSTREET, wayy- SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THEiCOUNTY BUILDING PERMIT NUMBER AT THE 'POP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. 8 i jUN 12 2017 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: P) — /7 Documented Construction Value: $7467/,X 6o W I _11%% Job Address: 302 Av- &d— G Historic District: Yes No 0 Parcel ED: 27 -19 -30 -SQ% -0000- ZSZ 0 Residential R Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY TOWNH HOME UNIT - THORNEBROOK PHASE LOT NUMBER: 2SZ Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: 0,w- to !t1tnvmll o Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151' SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT I TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: N/A Address: Fax: E-mail: tm z Mortgage Lender: N/A Address: , WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 S j - IN Permit Application 39 Z5- 43 1 t r • r•5 J r 0.00 * 25.00 + 753.00 + _ 11797.00 + , >' 22575-00 * I i 2 575.00 x 1.5 % 38.62 * t 0.00 * r, . NOTICE: In I to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 20 1 Signature of er/Agent Date t Signatur fContractor/Agent Dat TAYLOR MORRISON OF FLORIDA INC JOHN ASA WRIGHT Print Owner/Agen 's a Pnnt Cont t ent's Name Signature 017W -State of Florida t Date ature of Notary -State of Flo da Date c_'%f Pus,,D. A. CLARK D. A. CLARK MY COMMISSION # FF 209108 EXPIRES: June 27, 2019 # * MY COMMISSION # FF 2091C8 EXPIRES: June 27, 2019 OF M1 e Bonded 11w Budget Notary so*"J'' tw ' Bonded Thru Budget Notary $V*% Owner/Agent is yM Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID. N/A Type of ID Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical L2( Mechanical rg' Plumbing Gas[] Roof Construction Type: Occupancy Use: Q3 Flood Zone: K"S-L__E Ki T+'tCHt'v Total Sq Ft of Bldg: 2359 Min. Occupancy Load: y # of Stories: Z New Construction: Electric - # of Amps /Sc Plumbing - # of Fixtures 4q Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: -Sc -)UTILITIES: 46 ' WASTE WATER: ENGINEERING:y'4 C_ (o- Zr--t1 FIRE: &DING: !F 6,29-1'7 COMMENTS: Ok to construct t6wn6ome with_ setbacks and ' GG t impervious area shown. No additional impervious— permitted mpervious permitted beyond initial construction. _ I Revised- June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE Permit # 17-1734 thru 17-1741 Address: 290 — 318 Merry Brook Circle BUILDING PERMIT Min Max Inspection Description 10 10 Form board / Foundation Survey - 10 Electric Rough Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description 10 - - Electric Underground — 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final PLUMBING PERMIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final A I City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive ' City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 302 Merry Brook Circle Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-2520 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: M New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL' USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM !Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway / The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway I The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP#17-1737 Reviewed by: Michael Cash, CFM Date: June 21, 2017 0 P OApplication for Right -of -Way Use for Driveway, Walkway & Landscape0,, c P%_O7I D,q Department of Planning & Development Services vwrw.eeorordnyov 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit'authorizes work to be done In the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested Information below as well as a current survey, site plan or plat clearly Identifying the size and , location of the existing right—of-way and use shall be provided or application could be delayed. MI WQ • K/ Z Z _ _ Callbelmroadls 1. Project LocatioNAddress: efZZ&ffKr --e G4C* _ 2. Proposed Activity: Driveway El Walkway F1 Other: 3. Schedule of Work: Start Date J Completion Date Emergency Repairs 4. Brief Description of Work: MIWAVAY AW #8V .Fie This application is submitted by Signature: weer %/ Y144 ftffiflk /.17 hilt JSignature: Print Name: Address: A-1 WaWhda 4+X&7 #ZX #41"AW R, 97 Phone: W -4W-110140 Fax:' Date: Q Maintenance Responsibilitieslindemnification The Requestor, and his successor; and assigns, shat be responsible for perpetual maintenance of the improvement installed under this Agreement .This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installatioMmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stomrlvsW facilities, or,any general maintenance actMties by the City becomes In conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right7cfway. If the Requestor does not continuously maintain the Improve- ment and area in accordance with previously stated criteria, or completely restore the rightof-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestors expense and, if necessary• rile a ten on the Requestors property to recover costs of resioraton. To the fullest extent permitted by law, Requester agrees to defend, indemnify, and hold harmless the City, its councitpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, Indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorneys fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right -pt -way. I have read and derstand ve statement and by signing this application I agree to its terms. 1 hereby understand a to I city fees related to this application as required by the city's adopted Fee Resolution. 6 rf 7Signature: Date: This permit shall be posted on the site during construction. Please call 407.688.6080, ExL 540124 hours in advance to schedule a pro -pour inspection. Pre -pour Inspection by: Date: r s. s; s••Ji•• :: ;.His ..:-sbi::;c.., r.}c.;.iw..."i gl ie8 :.;:l,:.i.r!.`j.' oil .•.:x,::ir- C •.J J•Jµi 2 .A n i.Yr is •.....:i.>YX:.. .. 51;0 Ispecied.:b z7:i•.,:a=:!:::•:>::3:' 'r:..:'ss;;::. r . i.:.:.::d... .i:y;t:u:................_,.......y.s:t o•s>>[>:::: r peirJaj.Pl:iiiiItlGioriditititis, ter•>.: September 2010 nv vee sn,.e,ror W, 0 DESCRIPTION AS FURNISHED: Lots 249, 250, 251, 252, 253, 254, 255 and 256, THORNBROOKE PHASE 5, as recorded in Plat Book 81, Pages 68 through 69 of 10.0 the Public Records of ON Seminole County, Florida. LIN 7.: PLOT PLAN FOR / " i CERTIFIED TO: ON 7.e Taylor Morrison of Florida, LINE Inc. "? TRACT B (LANDSCAPE/OPEN SPACE]SIGNAGEIVJALL/FENCE/UTIUTIES) AT 00009.03" W 22.33' 22.00' 22.00' 22.00' 22.00' LOT -256- 4,'0'00LOT 255 1,0'00 LOT 154 1 "LOT 253 10.000.00 LOT 252 T,*T MENEm-0 CUBE 1 DELTA RADIUS I LENGTH I CPORD I CHORD BEARING 1 CI 05'56'10- 65.00' 6.73' 1 6 73' 1 S 03'07'08' E C2 20'36'45' 65.00' 23.38' 1 23.26' I S 16'23'35' E tz"1 3 3 3 3 3 3 3 PY GARACT A58 PAVER EMRY - 9 GA.WGE = 458 1 PAVER :VlRY = 9 22.00' 22.00' 22.33' 9 zF,var - MN 141A2.0' ATTACHED in ATTACHED An ATTACHED v7 • ATTACHED An ATTACHED in - ATTACHED h ATTACHED to ATTACHED 2.0 h OPLOT $ $ $ $ $ PAYER ORNEWAY-44 PAVER DRIVEWAY -40L PLAN ONLY* N k) RESIDENCE RESIDENCE o RESIDENCE o RESIDENCE o RESIDENCE o o RESIDENCE o RESIDENCE o RESIDENCE n A/C PAD 9 A/C AAO = 9 ko o Lor 251 70.00' 10.00' Lor 250 10.00' LOT 249 IMFE.RNOUS - 61.7 1.349 ACAC AC ON o 3 to73 5.2 16.8' 20.0' 7.2' UNE C7) LANK LANAI 00 16.8' U ON 9 I ,Mr h ju'.f• 'Lt'.T.IlPXC Lt+ PAVER LGT - 2.185 LOT - z.:: 2.0' ENTRY 2,0 LVNG 770 LIVNG - 770 tz"1 3 3 3 3 3 3 3 PY GARACT A58 PAVER EMRY - 9 GA.WGE = 458 1 PAVER :VlRY = 9 PROPOSEDPROPOSED PROPOSED PROPOSED ^ PROPOSED PROPOSED PROPOSED PROPOSED ~ dWREM--WAY - N%A 9 zF,var - MN 141A2.0' ATTACHED in ATTACHED An ATTACHED v7 • ATTACHED An ATTACHED in - ATTACHED h ATTACHED to ATTACHED 2.0 h OPLOT $ $ $ $ $ PAYER ORNEWAY-44 PAVER DRIVEWAY -40L PLAN ONLY* N k) RESIDENCE RESIDENCE o RESIDENCE o RESIDENCE o RESIDENCE o o RESIDENCE o RESIDENCE o RESIDENCE n A/C PAD 9 A/C AAO = 9nhk) 00 h r An ;n An !0 to n In ;n ,nNOTASURVEY) as as a,a am am m PAVER WALKWAY - 6 PAVER WALKWAY - 6 I IMPERV'OUS - 7ROPOSEO INFORMATION SHO C.) m O O O 00 Ro o 0 Ic y 11 H Tn h Ln y 3 IMFE.RNOUS - 61.7 1.349 62.7 SOD I76BASEDONSUPPLIEDPLANkjp F.F.E=26.6' F.F.E.=26.6' F.F.E=26.6' F.F.E=26.6' F.F.E.=26.6' F.F.E.=26.6' F.F.E=26.6' SOD LOT L OTF.F.E=26.6' h WCL.EN(NOSFlELOPONM$ F E) 3 F/W - 779 R/iv - l W « WILLOW REDWOOD REDW000 BIRCH BIRCH REDWO00 REDW000 WILLOW ^? a APRON - 51 SIDEWALK = 1 r2 APRON - 5? SIDEWALK t t 2 a PAVER PAVER PAVER PAVER SOD 16 S00 - 15TOTAiAREAS, 5.7' ENTRY 5.7' VqRY QqRY 5.7' 15. k' 37 Z364 AiEw.rONLO18AREA7CALC5: c c c ON oxAr DRA 451, SDwR£ tsET 3.7 «i o 3.7 -i PAVER "i 2 7' .; PAVER o "T3.7' UNE 510EWAur - 118 SIDEwuK = r is 0 Lor - 2.091 o o ENTRY ' g g G ENTRY ' O SDD - 2 Soo = LMNG = 894 ON 34.7' 4 12.7' .' 10.0' v 10.0'' 234.7' GARAGE -z.9 UN 16' 9' 9' 9' 16' 244 OR cs. 24J. 246 craTor4AREAtsucsa Z AREA cT LMI.V tJ1 7EREE, AY -;1/A I PAVER PAVER SQUARE FEET SCUARE FEET 07 - 2.090 894 T• PAVDRV22c LO - ?.GroA/C ILMNG - !14 FAD - 9 PAVER PAVER PAVER URNS DRIVE PAVER PAVER 1' PAVER PAYER PAVER R PAVER PAVER' WAUC WALK WALK WALK WALKPAYERwuICY.'AY - e8 V DRIVE DRIVE DRIVE E ORNE DRIVE RAGE -2.9 PAPER EN1Rr - i6 I 159 PAVER ENTRY - de IMS "_ 60.04X 29.58' 25.00' 25.00' 25.00' 25.00' 25.00' 25.00' 25.00 L'v1w - 102 1 LANA! - 102 SGD 527 - - - - - - - - - - - - - - - - - - - - 9REEZEWAY -N/A PAVER DaNEWAY-2251 PAVER ORNEWAY-25: ORtWWAY - 261 G i / R/.Y = 176 i f 0' ESMT. A/C PAO - 9 48 Al.- PAO - 9 PAVER µAY= 251IAPRON - ?J ; ? gSIOCAALK = 110 6 Ma QNnOUS -- 60 0 X , I.MPEP. CUS = WAY 57 : X t 4 SCO - 36 ` rya. tib_ SIX 1,2-14 SGD - 42 AgEAi S' CONE. ' C1 15.28 22.00 22.00 22.00 22.00 22.00 22.33 T AREA. N R _ oh _ !06D`K 255 5' CONC- wALK C2 Jo76 APRONW SIOEwAIIr = ? r0 1 I SNDE'WA n = I ICSCO = 563 , 5v: - 36 SOD J6 CURB o (e.e.)N 00009'03" W 1 PAVERXMates AL An• I Aar_ = 2.266 s I ARE = 266 dKF;\ ROPOSED=FlNSHEDNSPO GRADE ki I Ar w !l1ERRY BROOK CIRCLE (40 R/W) TRACT A AaoFriANrsOEirciOE oEwAu1 i 5135 SCf 78 Q ELEYAnONS PER DRAINAGE PLANS r 540° °R ORLANDO, GRU,S''NAf )?-SCOTT ASSOC.,INC. -LAND IS'URVEYOR, SI 27° 2J2 65828436 vaL, • POM a LRE'• . . MADM 9 .DELTALEGEND /TY• . rVPICAL u - T Aa LDE NOTES: SCALE F- 1- - 20' 0wwN BY.• ••• _ _ PIA: F PAIL. i. iP(ONT W REVERSE QRVAiLRE CLrC. • CNAM LDa itTCE C.R • - CSD SEARING PLL •'PENr OF miOIMD ORVATIiE vwc - VOD FEAILE UT1L. • UTILM 1. THE UNDEIMCNED GOES H IVEY CERTIFY MIT 710 SURVEY AIM73 THE AN/RAAAI TECHNICAL STANOWS SET FORM BY . IW FLORIDA 90ARD OF PROFCS90AM LAND SUI VEYORS w CHAPTER SJ -17 OF T11E FLOP" ADMINISTRATIVE CODE -- ---"- - - - - r - FIELD . I.P. . T7f01 PIPE I Ra RADIAL: ADIAL - POINT OFCONCRETOWv TURF a ?q, & K NETAD91Wt UME55 EMBG55EL NTiN S'JRIEYGR'S SEV.. TN15 wRbE1' rs NOT vALD ANG IS PRE'S&M FOR INFORWTronat PURFV5f3 GNIr. PLOT PLAN o5-17-17 r7J4-: i A IRM ROD P&P, POINT OF lEG1NNRG - P.T. • POIIT Or TANGENCY MLD a NAZI { 7ISACXCONCRETENOWTENTPIIC. '. PAINT • 9MEN' NO - DESG OESCRIPTI01 •• 3 INS SURVEY WAS PREPARED FRONT RILE INFORSdTCh FURNISHEO TO THE SURVEYOR INERE MAY BE OTHM RESTRICTIONS OR FASENEMS TINT AFFECT THIS PROPERTY SET IR + I,,- `A .,ALB A5% R RAO' RN IIIC•HT-CF-VA• • REC. • RECOVE2E0 PR,E ••PERMI IENT RETERENCE MOKREYT APC EENT. • MENEvT FF `I, •TFl7s!!EO FLOOR EL.VAMM L SEIY. 1. NO UND£RGAOLNNG 01PROVEMEMS MAK BEEN LOCATED UNLESS OTNERWTSE SFKIW.V. CALCI • CALCCLATEO f CENNIMM YIT,ESS POINT NORTrt 5 iW5 SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFFED TO ANG SMPD NOT BE 4 YP i C TH.S bJfLO'NGiPRLiPERTY DGE5 !CT L'£ WrTr_5Y CERF+FlEC 9': J` tir ESTA6VSmED 1yV vFa,4 PC•00 %'L4:E 4S °ER 7,P)W- REUM UPON BY AN.' OTHER ENITTY 6 OIMENSONS SNLWN FOR THE LOCATtO.v OF LVPMVEWEN75 HEREON SNOULD NOT BE USED TO RECCWSIRUCT EM NDWY (fNES. 7 tiESRINvS. ME 9itSEl` ASSUMED WTUM Na CN THE LLYE SIICAY AS diSE BEVtM,G (5a) 17 EEEIRT.',^,.15, := S'tiA'Y, ARE BLSED ON MDCOMX GECd: vEP.74 : ArU81 CF 1929. 04.."ES' OTHERWISE NOTED 1 TOM X gVS: I:Mc s ?: JaVES SCOTT 'P L.S tiDt 2':N.' X V•P I 1211%( 0!55 = c 9 CERTO-AC CH AJ7:,?YZATI N Yc 459-1 8 r DATE: BUSINESS/PROJECTN ME:' ADDRESS: 51- CONTACT NAME: 2 e..,-s-p- CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 PERMIT r,=,9yo . PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O IRE ALARM ) FIRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCT INRE IMPACT FEES AP LY: YES NO 001 TOTALES: gA l ea SCPA Parcel View: 27-19-30-506-0000-2520 http://parceldetaii.scpafl.org/ParceiDetailinfo.aspx?PID=2719305060... Property Record Card CIA P Parcel: 27-19-3o-So6-0000•2520 Owner. TAYLOR MORRISON OF FL INC sr.+o a onurirK raorron Property Address: FL Parcel Information j Value Summary Parcel 27-19-30-506-0000-2520 Owner TAYLOR MORRISON OF FL INC Property Address FL Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name TjiORNBROOKE PHASE 5 Tax District S1-SANFORD DOR Use Code OD -VACANT RESIDENTIAL Exemptions N 251 2016 Certified Values Valuation Method Number of Buildings Cost/Market 10 - 252N City Sanford $8,633 253N SJWM(Saint Johns Water Management) $8,633 i 0 Land Value (Market) j $18,300 0 Land Value Ag Legal Description 0 LOT 252 18,300 THORNBROOKE PHASE 5 Portability Adj PS 81 PGS 68 6 69 0 r Taxes s0 95 95 Seminole County GIS Tax Amount without SOH $0.00 201 B Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value 2017 Working Values 2016 Certified Values Valuation Method Number of Buildings Cost/Market 10 - Cost/Market 0 Depreciated Bldg Value City Sanford $8,633 10 Depreciated EXFT Value SJWM(Saint Johns Water Management) $8,633 i 0 Land Value (Market) j $18,300 0 Land Value Ag 0 Just/Market Value •• 18,300 r 0 Portability Adj 0 Save Our Homes Adj s0 0 Amendment 1 Adj 9,667 0 P&G Adj 0 10 Assessed Value i $8,633 0 Tax Amount without SOH $0.00 201 B Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund I $8,633 01 $8,633 Schools $18,300 0 18,300 City Sanford $8,633 0 8,633 SJWM(Saint Johns Water Management) $8,633 Sol $8,633 County Bonds 1 I $8,633 F $0 F $8,633 Sales Description ( Date Book Page Amount Qualified V8cjImp No Sales Find ComparebN Styes Land Method Frontage Depth Units Units Price Land Value LOT I 1 I $18,300001 18,300 Building Information Permits Permitff I Description Agency I Amount j CO Date j Permit Date 1 of 2 6/12/17, 11:02 AM REOUEST FOR TUG & PREPOWER AGREEMENT Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project NameJ Project Address-'-ffz &W—&L Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following. 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been..issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result fiom the exercise of such. right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. S. lotereariorelectricalroomsshallbelockable, if electrical panels are in an athat cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. Uprovided; the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Cheek with the local jurisdiction for fees associated with togs. Print Name of ownerrreant gnature of Ownerrl' t JURISDICTION E?V2LOYEE NAME: JURISDICTION: b Print Name of Gen. Cor} ctor r gnature of Gen. C r C 8e,1 s7y,4z Gen. Contractor License # 1A m.11t Print Name of El. Contractor Signature of El. Contraeto Ec C)DOO SAW El. Contractor License # CALLED INTO: b Progress Energy o Florida Power and Light on _/ •• I Rev. 4/20/07) LIMITED POWER OF ATTORNEI DATE: I t EREBY NAME 4 APPOINT: Daphne Clark. Gustav Botes, Jennifer White. KarenMcAdams, Alison Perrotti, Anthony Perrotti EACH AN AGENT OF -,TAYLOR MORRISON TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: 5& V3 r—Apez FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: 215' SUBDIVISION: ADDRESS: PARCEL ID : of —, 9 30- ,- woo — 00 o AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. JOHN ASA WRIGHT NAME OF CONTRACTOR.) SIGNOURE OF CONTRACTOR.) STATE CERT. 4 CBC 1257462 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this: DATE: BY: JOHN ASA WRIGHT STATE OF FLORIDA COUNTY OF ORANGE. NAME: Kimberly Carter My Commission # FF22 My Commission Expires I NOTARY: I Who is personally known to me and did not take an oath. Nj%'jl isloN vt er 7, Jar 4 Parcel IDNumber: CV-/?—SV6-6)coo —e, V 0 Prepared By Kim Carter and Taylor Morrison Homes Return To: 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. G1; 17-1737 o?S'cr 4 s X367 le COUNTY OF SEMINOLE IMPACT FEE STATEMENT I STATEMENT NUMBER: 17100003 DATE: June 29, 2017 BUILDING APPLICATION #: 17-10000391 BUILDING PERMIT NUMBER: 17-10000391 UNIT ADDRESS: MERRY BROOK CIR 302 27-19-30-506-0000-252 TRAFFIC ZONE -022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: TOWNHOME TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 302 MERRY BROOK CIR THORNBROOKE PH 5 TOWNHOMES LOT 252 ' FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A 00 000 dwl unit 00 FICCoonddoominniium* N/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Muultifamily 2,450.00 1.000 dwl unit 2,450.00 P N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 2,883.00 STATEMENT RECEIVED BY: AIMIGNATURE: t•7.+` . PLASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORYLAPPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT \n 2 -FINANCE 4 -LAND MANAGEMENT NOTE** ^ SEMINOLEACOUNTTYIROADTHFIREfRESCUE, LIBTRARYY ANDD/OREEDUCATTIONNAALL THE < \ ISSUANCE OF A BUILDIk PE IT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, VV.1- - {\VYiIV A«L'MYV -l\i,Y-, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STRE T,• SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDERAND SHOULD REFERENCE ITHECOUNTYBUILDINGPERMITNUMBERATTHE OP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. r•— CITY OF SANFORD BUILDING & FIRE PREVENTION aD SUN 2 2017 PERMIT APPLICATION 91 Application No: -7" /13e Documented Construction Value: S ?O l$q • Job Address: 46 MIr ou-4?"4 Historic District: Yes No Parcel ID: "27 -19-30J36 -0000-2$3 0 Residential R Commercial Type of Work: New x Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY TOWNH HOME UNIT - THORNEBROOK PHASE S LOT NUMBER: Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: 0iW- • 11 k7r,f 1 M k7r,f I Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: ` MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Fax: 407-257-6940 State License No.: CBC1257462 Arch itect/Eng1neer Information Name: Phone: Street: City, St'. Zip: Bonding Company: N/A Address: Fax: E-mail: Mortgage Lender: N/A Address: f ' WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. ' FBC 1053 Sball be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised• June 30, 2015 Permit Application r i I r. 1 t 1 1 t..r....• ...w•5..,r.-.vy,nti..._ ' i _ 1 - ,I r. + r/ i 0.00 * r 25.00 + 753.00 + r' ' 1, 797.00 + . ti 2,'575.00 * P_ No 2x575.00 x — 1.5 % 0.00 * r r • I 1 • l j i j•1' I !•0 r r 1• r 1 1 i i 1 1 • r.N J 1 ,• yyJ r. NOTICE: In'addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I J e - 000r fo Signatu of owner/Agent Date Sign-h-/Contractor/Agent Dfite TAYLOR MORRISON OF FLORIDA INC Print Owner/Agent's Name 608-1 Signatu Notary -State of Florida bate ar "t'k D. A. CLARK My COMMISSION t FF 209108 EXPIRES: June 27,2019 gondto Thio ewpt Notary Swim Owner/Agent is _yM Personally Kn°wn to Me or Produced ID • N/A Type of ID JOHN ASA WRIGHT Print Contractor/Age 's Name q Signature of Notary -State of Florida Date YP D. A CLARK Aly COMMISSION I FF 209108 EXPIRES: June 27, 2019 iw `O' eondrd Tlru Bud e111olary Sarv'ra Contractor/Agent is YES Personally Known to Me or Produced ID JI— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building W Electrical Mechanical W Plumbing Gas Roof Construction Type: qb Occupancy Use: 9 5 Flood Zone: K- 5 hi %ACR Total Sq Ft of Bldg: V559S9 Min. Occupancy Load: I q # of Stories: 7— New Construction: Electric - # of Amps / SO Plumbing - # of Fixtures 1`R Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: (0 1-QJTILITIES: L'3-/7 WASTEWATER: ENGINEERING: OA71--L 0,6 11 FIRE: T(Z /(o BUILDING: 4rG,ZS- l7 COMMENTS': _ t Ok to construct townhome with setbacks and I 2 impervious area shown. No additional impervious23 permitted beyond initial construction. Revised- June 30, 2015 Permit Application r 11177 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. I Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 306 Merry Brook Circle Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-2530 I, Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: Q New structure Existing Structure (pre -2007 FIRM adoption) 1 Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) i OFFICIAL USE ONLYi Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: N floodplain floodway The structure is in the: floodplain floodway I The structure is not in the: E] floodplain E] floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP#17-1738 Reviewed by: Michael Cash, CFM Date: June 21, 2017 REQUIRED INSPECTION SEQUENCE Permit # 17-1734 thru 17-1741 Address: 290 – 318 Merry Brook Circle BUILDING PERMIT Min Max Inspection Description 10 10 Fonn board / Foundation Survey 10 Electric Rough Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Plumbing Sheathing – Walls 30 Sheathing – Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough – — 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1.000 Final Single Family Residence REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description 10 - Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final 1000 Plumbing Final PLUMBING PERMIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final 0 Application for Right -of -Way Use for Driveway, Walkway & Landscape0e FO%LD),,1, Department of Planning & Development Services worm"rifordflgov 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the e attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way All requested Information below as well as a current survey, site plan or plat clearly Identifying the size and to location of the existing right—of-way and use shall be provided or application could be delayed. Vm"BNOX j/t lua..nesbelow, Or 2T (Allberonyoudlq. w w /I 1. Project Location/Address: Y + La -- 2. Proposed Activity: Driveway 11 Walkway F Other: 3. Schedule of Work: Start Date A / NW . aleCoomplpletion Date Emergency Repairs 4. Brief. Description of Work: AWI C MY At This application is submitt Propertywnw. Signature: ::Z/ Print Name: QVW, /jNQIZAA M495 Address: %=471AH& 44AE L, / A14 7S Phone: 407•&7.6440 Fax- O QDiInQQf'G/I// W iZQW Data: Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requester may, with written City authorization, remove said insfallatiorAmprovement fully restoring the right-cf-way to its previous condition. In the evert that any future construction of roadways, utilities, atomrwater facilities, or any general maintenance activities by the City becomes In conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are In the public right-cf-way. If the Requestor does not continuously maintain the improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestors expense and, If necessary, file a ben on the Requestors property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its counalpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all fabilities, dawns, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident theteto(induding costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. r I have read and u rstand above statement and by signing this application I agree to its terms. 1 hereby understand an I city fees related to this application as required by the city'ss adopted Fee Resolution. Signature: Date: dQl< This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 5401.24 houre In advance to schedule a pro -pour Inspection. Pre -pour Inspection by: Date: a;.;i:: :.k: •:.; i:%.: .;a, :psi.: .. sh: .L .. .... ... ii. '.:Frill ii.r {::::: { ;:;...: i:, : • ii::.: R:: ..>h `::L:. '.Y.:• O: i :. i....:.: ..:...'..:. Y.: .ii.:. i.r.:.:.:. /.iw n•C L.i'::>.r} 7P;, l.$w>i; F>:•H Y\:.ii>:IIM .f:YN;• :fi=iciil ise`O .:";-H- _ rw.Kn...:;.'i ,J....i'•i c.i.>...:.L.t.c:,..>v.>:::. •s:r :.R:' ^F.>;NO. "':csX' 3rd.; ..ir•s:J.-ppis X.1.3.>Y s. s..;a.: a :r•.: ;i, r<. r YS°: St:: Sai'ef ';!!•i FlppGcadba`i+1o.M r•. ;:;:,: ..1:.....3::.:,.. . »., .: , .:ry.:i• .' •` ;c;3; ,... . :.: •;. .: zb.... .,.:. ,,. . CC:',. .... >:.,a'': rra..••s::a.^ :rot >>:.' r•.<s r_:_.i:..o. ..::...r..y. .. ... <... ..:.. T..,T,.>-....fix.. :..>:t.:<r.:.r....' ...: .' i.. ..•...::.w`t, aleSC::: ::+<. 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TRACT 6 (LANOSCAPf/OPZ-N SPACE/SIGNAGE/WALL/FENCE/UTIUTIES) N 00009'03" W 22.33' 22.00' 22.00' 22.00' 22.00' CURB- I DELTA RADIUS I LENGTH I CHORD CHORD BEARING C1 1 05'56'10" 1 65.00' 1 6.73' 1 6.73' i S 03'07'08' E CZ1 20'36'45' 1 6.5.00' 1 23.38' 1 23 26' S 16'23'35' E 22.00' 22.00' 22.33' 10.00' LOT 256 Q'00LOT -255 "O-00 LOT 154 LOT 253 10.00 0.00 LOT 252 -LOT 251 10.00 LOT 250 o r~S ATTACHED 2.0 A hPLOTPLANONLY* NOT A SURVEY) b OPOS£C INFORMAT ICN SHO,V O BASED ON SUPPLIED PLAN to O 4ND/OR INSTRUCTIONS PER v 3 CL!ENT(NOT FIELD VERIFIED) Cn PA'JER DRIVEWAY - co A/C PAD - 9 PAVER WALKWAY - 6 LOT 247 IMPERVIOUS = 51.7 MPM-POUS = 62.7 ON LOT AREA CALCS- i SODJ76 SOLARE F -M L TRACT 6 (LANOSCAPf/OPZ-N SPACE/SIGNAGE/WALL/FENCE/UTIUTIES) N 00009'03" W 22.33' 22.00' 22.00' 22.00' 22.00' CURB- I DELTA RADIUS I LENGTH I CHORD CHORD BEARING C1 1 05'56'10" 1 65.00' 1 6.73' 1 6.73' i S 03'07'08' E CZ1 20'36'45' 1 6.5.00' 1 23.38' 1 23 26' S 16'23'35' E 22.00' 22.00' 22.33' 10.00' LOT 256 Q'00LOT -255 "O-00 LOT 154 LOT 253 10.00 0.00 LOT 252 -LOT 251 10.00 LOT 250 o LANAIc ATTACHED 2.0 LANAI RESIDENCE LANAI To LANAI LMNS - 770 LANAI r0 3 LANA! 17:.2 WILLOW "1 16.8' PAVER DRIVEWAY -449 PA'JER DRIVEWAY - 3' A/C PAD - 9 PAVER WALKWAY - 6 3' IMPERVIOUS = 51.7 MPM-POUS = 62.7 16.8' SODJ76 SOD 375 L OT AREAL1R/W = 175 RIW 9 iIAPRON -51 APRON = 51 S:DEIVALK = 112 SIOEWA X 112 I y SOO 16 I GARAGE - 159 PAVER ENTRY = 68 6G.o X 1 < rr 29.58' 25.00' AREA = 2,J64 AREA = 2.300 ORPh'.1AY = 500 ORIYEWAY = 451 SIDEWALK 1.18 SIDEWALK = 118 500 SCO IP77A yyy PAVER PAYER DRIVEWAY=225 DRIVEWAY 261 1I _ R771 = Ild • A/C PAD = 9 C PAD = 5 APRON ' 1'T 3 PAVER waL,CXWAY= 15 3 3 6 ?ti mss. 3 3 aA SCD = 35 h$ 3 3 PROPOSED PROPOSED PROPOSED I SCO 542 PROPOSED PROPOSED • r r r r 22.00 22.00 22.00 5' &NC. 22.00 22.33 PROPOSED PROPOSED 2.0' ATTACHED i ATTACHED i ATTACHED ;) o o ATTACHED •WWI ATTACHED -w) o o ATTACHED a^i ATTACHED !n s erAl RESIDENCE Io 1•'ni RESIDENCE 0 RESIDENCE o 360 RESIDENCE o RESIDENCE o RESIDENCE RESIDENCE h y NOTE.- PAVER REMS ARE NOTPROPOSED-nNSHEO)SPOT GRADE j mIQ rn atco a mgo m Ma133 10 oWTi oI10 oWTi mQ3 540°277°3a232` OR407 h AAS)SOC. In to 6582836 Tn h NOTES: SCALE - 1' -20- ORAMN eY: Q1 Ln n I. THE UNDERSIGNED DOES Famur CERRY TINT TNS SI/RVEY M£PTS THE MNJFRAI TE0 WEAL STANDARDS SET FORTH BY F.F.E.=26.6' No. PLAT .I F + FIELA -_• PIC ) a+ CM74T Or CQPQN7 NRVATURE VDFC V= FENCE UTIL UTILITY THE FLOROF 90MR0 OF PROFESSVAk LAND SUPVEYORS W CN WMT SJ -17 OF IW FLOR04 ADINQSIRAINE COME 2 UNLESS EMBOSSED MAN SURVEYORS SEAL THIS Stari'EY .S NOT V,WO AND RS PRE5Eaw FOR WF07WIpNRL PURPOSES DNLY. PLOT PLAN 05-17-17 1734-17 IRO. ROD ' AD7Al PnA P®IT OF=KGDWIW, P.T • POINT Or TANGENCY ,qp TNG NAIL A 7TSA 3 TNS SUR cV-Y WAS PREPARED FROM .RLE INFRXLNT*h FURNISHED TO THE SURWYM THERE MAY BE DINO RESInKr0NS CK CONCRETE IqN-DEN: + 1'IIC PMYT rw COEEICCNENT DESC a DESCRIPT„MO, SCT IR a UY :R /4L0 45% PFK P[RIIArEvi RLTCREvCE 1pAl1E1T P a PAD:Ir' RNQ`11 n WILLOW REDWOOD REDWOOD 15.7' BIRCH BIRCH REDWt)00 REDWOOD VITNLSS PCTN7 ODES NC. UE NTnIN M' RELIED UPON 2Y AOTHER ENTRY. 6 DWENSIONS SHOWN FOR TIE LOCA71ON OF IWPROVEWWS NEREON SHOULD /AOT BE USED TO RECGNSTRUCT EOR`OARY LXTS PAVER PAVER CERPFIEO P` . / :\ J T.:_% _STAB:!SHED 'OC `•F..P.4 rLC•OO P-14NE 45 -ER -FLM' T BEARINGS. APE BASED ASSUMED DATUM AND ON TNF LLNE SMOIVV AS 935E SEA0I4 (5&) S ELVIA7NS, S'n:NN, ARE SASE-- CN 1Mi.CNAI .1--JtY vFpTn:V. GiTJM OF 1929. Ur.::• -5 OTHEPMSE NOTED I PAVER 1Z,3:4 -1-X ,LEAP 9TOMX. GF.1jEN: SIC i <?1 JAM.Ec S; OT. :.5 _ 460) PAVER r CE4T IF'Gt c f aUb.R.2A^_•.v vc 45?c 5.7' ENTRY 15. E 5.7'WTRY 3.7 h 0 3.7n PAVER 247- hI PAVER c 3.7' 3.7- I Z` . h O LOT 249 1000 ON ° 1' 7.2UNE (or) CO Pi m ca U ON 7.2 UNE IAT 7aR LOT 24T PROPOSED ~ ON l0% AREA CLCS ATTACHED 2.0 SQUARE -EC: RESIDENCE LOT 121 LIVING - 770 LMNS - 770 CARACE = 458 3 PAYER ENTRY = 9 PAYER --JT = 9 WILLOW "1 C ON UNE ON LO7 AREA CALCS. ON l0% AREA CLCS SQUARE FEET SQUARE -EC: LOT - 2.185 LOT 121 LIVING - 770 LMNS - 770 CARACE = 458 GtRACE = 458 PAYER ENTRY = 9 PAYER --JT = 9 LANA)- = 93 OREEZEWAY = N/A LANAI - 93 BREEZEWAY - N/A PAVER DRIVEWAY -449 PA'JER DRIVEWAY - AIC PAD - 9 A/C PAD - 9 PAVER WALKWAY - 6 PAVER WALKWAY - 6 IMPERVIOUS = 51.7 MPM-POUS = 62.7 1,349 1,330 SODJ76 SOD 375 L OT AREAL1R/W = 175 RIW 9 iIAPRON -51 APRON = 51 S:DEIVALK = 112 SIOEWA X 112 I SOD - 16 SOO 16 I GARAGE - 159 PAVER ENTRY = 68 6G.o X 1 < rr 29.58' 25.00' AREA = 2,J64 AREA = 2.300 ORPh'.1AY = 500 ORIYEWAY = 451 SIDEWALK 1.18 SIDEWALK = 118 500 SCOor = 2.091 1 a LMF4c v e v 9' 9894 : ON 34.7' 12.7' fE v lE 12.7' a 34.7' GARAGE + 249 PAVER + UNE 16' 9' 9' 9' 9• 16' 4 . LOT 244 OR 245 NTP.1 = 36 ON LOT AREA CALCS: ON LCT AREA CA:CS LAAW EREEI£AAY = Oj ! PAVER PAVER SQUARE FFET SO AP.E FEE? FAFR pR•EMa: =2'S m ERNE LOT =1.090 1 r cO ?.CLO ; A/, p + 9 PAVERPAVERPAVER PAVER PAVER PAVER PAVER PAVER PAVER LAAac = 894 PAVER PAVER PAVER Lmac = 814 PAVER WALKWAY = - FI U WA KDRIVEDRIVE DRIVE WALK WALK WALK WALK WALK GARAGE = 249 DRIVE DRIVE DRIVE -PAVER ENTRY = 36 GARAGE - 159 PAVER ENTRY = 68 6G.o X 1 < rr 29.58' 25.00' 25.00' 25.00' 25.00' 25.00' 25.00' 25.00 LANAI - 102 LANA: = 102 IIMPER'1.OU5 LiREEZEWAY = Iy/,4 PAVER CRYEK:tY= 25:1SGD5 _ - - PAYER DRIVEWAY=225 DRIVEWAY 261 1I _ R771 = Ild • A/C PAD = 9 C PAD = 5 APRON ' fO' U T. PAVER WALKWAY = <8 PAVER waL,CXWAY= 15 30 SIOEYALX = 1 1 J 1 E7 6 ?ti mss. h9 IMPETlJCUS = 60 0 X 1MPEP .GUS = 5,.: X aA SCD = 35 h$ k'y 19: 1 L = °' SOD 527 I SCO 542 rAREA = 1.:67 C- C1 15.28 r 22.00 r r r r 22.00 22.00 22.00 5' &NC. 22.00 22.33 r r• . n AREA C' 0: F, DRIVEWAY = 255 i CON WALK R/x = Els I R/W = '75 S.DEWALK = 158 5' 1( C2 NP APRCM = 30 APRGh = IlI15. 0 = 553v s erAl sGoxA A e CURB 360 a TOTAL 5 B•B•) N 00009'03" W A AREA = 2.266 OOEWAAY = AFF AP£A 2.166 ORIVFWAY = 291y NOTE.- PAVER REMS ARE NOTPROPOSED-nNSHEO)SPOT GRADE j NOTE- PAYER ITEMS ARE NOTMERRYBROOKCIRCLE (40 R/W) TRACT A ,I„ ,„ ,AREA 255 5'OE'A'ALK 158 0 SIOEWSLx = 135 50 _ ,aINCLUDED ,N x, 15 , Q ELEVAAONS PER DRAINAGE PLANS INC. 540°277°3a232` OR407Lr -1 L ENMT YE) -SCOTT & AAS)SOC. LAND SURVEYORS 6582836 vIIL + vawr w I.ME ' DR 6LEGEND " ISL. • MALD°IG SETIACR LINE VELTA NOTES: SCALE - 1' -20- ORAMN eY: TLP. + nPICAL .. FL P • PLDJRT OF REVERSE CLRVAT CLFE CNAMR LDW FOCE C.S. ua1D04M HEARING I. THE UNDERSIGNED DOES Famur CERRY TINT TNS SI/RVEY M£PTS THE MNJFRAI TE0 WEAL STANDARDS SET FORTH BY DATE No. PLAT .I F + FIELA -_• PIC ) a+ CM74T Or CQPQN7 NRVATURE VDFC V= FENCE UTIL UTILITY THE FLOROF 90MR0 OF PROFESSVAk LAND SUPVEYORS W CN WMT SJ -17 OF IW FLOR04 ADINQSIRAINE COME 1p. IRM PIPEaRADIANON4C. e POINT (F CURVATURE4x4 2 UNLESS EMBOSSED MAN SURVEYORS SEAL THIS Stari'EY .S NOT V,WO AND RS PRE5Eaw FOR WF07WIpNRL PURPOSES DNLY. PLOT PLAN 05-17-17 1734-17 IRO. ROD ' AD7Al PnA P®IT OF=KGDWIW, P.T • POINT Or TANGENCY ,qp TNG NAIL A 7TSA 3 TNS SUR cV-Y WAS PREPARED FROM .RLE INFRXLNT*h FURNISHED TO THE SURWYM THERE MAY BE DINO RESInKr0NS CK CONCRETE IqN-DEN: + 1'IIC PMYT rw COEEICCNENT DESC a DESCRIPT„MO, SCT IR a UY :R /4L0 45% PFK P[RIIArEvi RLTCREvCE 1pAl1E1T P a PAD:Ir' RNQ`11 a RiC31T-Iii-JA• CA:OtvT OR EASEA)ENTS TINT AFFECT THIS PROPERTY. 4. NO UNDERCROUNC IMPRMVFYfN/5 HAVE BEEN LOCATED UNLESS OTHERMTTSE SNP.Mf. REC. . nCOVERCr +APC IENG"N CA.C. CALCULATED' FF. ra •:F1 C- EU FLM R CLEVATTN - - 1 CENTRLK NORTH 5. .NOS SURREY IS PREPARED FOR THE SOLE BEREFT. OF THOS£ CEFRF:ED TO AND SHOVE NOT BE VP. C H,5 E'JICD NGiPROPER^" VITNLSS PCTN7 ODES NC. UE NTnIN M' RELIED UPON 2Y AOTHER ENTRY. 6 DWENSIONS SHOWN FOR TIE LOCA71ON OF IWPROVEWWS NEREON SHOULD /AOT BE USED TO RECGNSTRUCT EOR`OARY LXTS i CERPFIEO P` . / :\ J T.:_% _STAB:!SHED 'OC `•F..P.4 rLC•OO P-14NE 45 -ER -FLM' T BEARINGS. APE BASED ASSUMED DATUM AND ON TNF LLNE SMOIVV AS 935E SEA0I4 (5&) S ELVIA7NS, S'n:NN, ARE SASE-- CN 1Mi.CNAI .1--JtY vFpTn:V. GiTJM OF 1929. Ur.::• -5 OTHEPMSE NOTED I 1Z,3:4 -1-X ,LEAP 9TOMX. GF.1jEN: SIC i <?1 JAM.Ec S; OT. :.5 _ 460) 121'3( ..,,, r CE4T IF'Gt c f aUb.R.2A^_•.v vc 45?c 2 DATE: ADDRESS: CONTACT NAME: CONSTRUCTION [ DOES 20% REDUCTU01 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 PERMIT NUMBER: 93 9yo C "] FIRE ALARM [ IRE SPRINKLER [) HOOD [ )PAINT BOOTH [ )TANK IN FIRE IMPACT FEES APP YES NO 1 TOTAL FE S: kg fw 1 REOUEST FOR TUG & PREPOWER AGREEMENT Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 7Yl Project Name: Project Address:V(O1r?&VAd_e2dJ Building Permit #: I Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following. 1. This Tugfflm-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If.the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be,responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval Is for service and outside GFCI outlets only. 9. Cbeck witb the local jurisdiction for fees associated witb tugs. Print Name of Owner/Taftint gnature of Owner, T t JURISDICTION EMPLOYEE NAME: JURISDICTION: Print Name of Gen. Co10 tor 4 gnature of Gen. C r C Cl2 57162 Gen. Contractor License # la m,llu Print Name of El. Contractor Signature of El. Contraeto El. Contractor License # CALLED INTO: b Progress Energy o Florida Power and Light on _/ / Rev. 4/20107) SCPA Parcel View: 27-19-30-506-0000-2530 http://parceldetai i.scpafl.org/Parce] Detaillnfo. aspx?PI D=2719305060... Property Record Card 140k CIA Parcel: 27-19-30.506.0000.2530 Owner: TAYLOR MORRISON OF FL INC asworuaw r+rKnowox Property Address: FL os...er r..r.,....ars.,., I ; Value Summary . Legal Description LOT 253 THORNBROOKE PHASE 5 PB 81 PGS 68 6 69 Taxes Tax Amount without SOH. $0.00 2016 Tax Bill Amount $0.00 Tax Esbmator Save Our Homes Savings. $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value 2017 Wbrlung Values 2016 Certified Values Valuation Method Cost(Market Cosl/Market Number of Buildings 0 I 0 Depreciated Bldg Value City Sanford r 10 Depreciated EXFT Value 8,633 10 Land Value (Market) 18,300 10 Land Value Ag Just/Market Value •• 518,3010 0 0 Portability Adj 0 Save Our Homes Adj 0 r— 0 Amendment 1 Adj 9,667 0 P&G Adj 1$0 10 Assessed Value 8,633 10 Tax Amount without SOH. $0.00 2016 Tax Bill Amount $0.00 Tax Esbmator Save Our Homes Savings. $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $8,633 0 8,633 Schools 18.3001 O 18,300 City Sanford r 8,633 0 8,633 SJWM(Saint Johns Water Management) I $8,633 0 8,633 County Bonds $8,633 0 8,633 Sales Description Date Book Page Amount Oualffied VadImp I No Sales Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT r 1 $18,300001 $18,300 Building Information Permits Permit 0 Descriptwn Agency Amount CO Data Permit Date 1 of 2 6/12/17, 11:03 AM LIMITED POWER OF ATTORNEY DATE: EREBY NAME AND APPOINT: Daphne Clark, Gustav Botes, Jennifer White, KarenMcAdams, Alison Perrotti, Anthony Perrotti EACH AN AGENT OF: TAYLOR MORRISON TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO I THE BUILDING DEPARTMENT OF: I FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT I LOT NUMBER:) 5;2 Zt-f3f SUBDIVISION: ADDRESS: PARCEL ID : •S2 " ({ -" 30- b OOQO --2j Q AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. JOHN ASA WRIGHT NAME OF CONTRACTOR.) SQUOURE OF CONTRACTOR3 STATE CERT. # CBC 1257462 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrAAS dg before me this DATE: BY: HT Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. NAME: IGmberty Carter My Commission # FF2 My Commission Expires NOTARY: 29021 91712019 F N ARY: NOTARY SEAL Parcel 1D Number:07?-17—su--6006--4R J 30 Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. iRiymr IVILOYr SE11IHOLE C.OUNT'i C'I I.:N: OF C:1:RC:U1T COURT t. C:01If'TROLLER SK ?1`4 P3 188 (1Pj%0 CLERK'S a 2017066878 RECORDED 06/30/2017 02-'464'12 1`I1 QDlNG FEES $10.00 RECORDED BY rdtenp The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following infon-nation is provided in this Notice of Commencement. 1. Description of property : LOT`S Legal Description : Thornbrooke Phase according to the plat thereof, as recorded in Plat Book Page of the public records of Seminole County, Flo r' Addresses : i Sanford FL 2. General description of improvements : Single Family Home Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety : N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(I)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN r RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE o RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT cwt YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. co 1 I. Date Signed : % ( Signature of Owner's Agent: / ems t Z An Asa Wright Taylor Morrison of Flo ri- o- W Sworn to and subscribed before me this by John Asa Wright who is onally known to me. ID' ol:( " FF ' m Notary Public DA Clark :°`'r vu #M EYEeA ` W My commission expires: 6/27/19 *;,cep' } v 5 z Serial No. FF 209108 4Wy Signature: ', a aot ry seal: o = AND- - a Lo xvZ Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read th(9 W o TU, iforegoingandthatthefactsstatedinitaretruetothebestofmyknowledgeandbelief. I- W-Jz", 4 T COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100003 BUILDING APPLICATION #: 17-10000392 BUILDING PERMIT NUMBER: 17-10000392 DATE: June 29, 2017 UNIT ADDRESS: MERRY BROOK CIR 306 27-19-30-506-0000-253 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP:' RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: TOWNHOME TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 306 MERRY BROOK CIR THORNBROOKE PH 5 TOWNHOMES LOT 253 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD 379.00 1.000 dwl unit 379.00 ROCondominium* RS N/A 00 000 dwl unit 00 FIRE RESCUELIBRARY N/ANIA 00 CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD 2,450.00 1.000 dwl unit 2,450.00 PARKS N/AN/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 2,883.00 STATEMENT i123 y _" 0op& p_" y_— tyL RECEIVED BY. - ii}} IGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORYLAPPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT TIJIS IS A STATEMENT OF FEES DUE UNDER THE ^ J ^ SEMINOLE COUNTY ROAD FIRE RESCUE, LIBRARY AND/OR EDUCATIONAL / ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN MUSTIFCTTTHEFREQQUIREMENTSROFCTHEACOUNTYTHDEDEEVELOPMENTT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 170P LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. JUN 12 2017 BY: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No Documented Construction Value: $ 10 Job Address: 3/0 RrAfC Historic District: Yes No Parcel ID: 27 -19-3049% .0000-310 0 Residential R Commercial Type of Work: New Z Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY TOWNH HOME UNIT - THORNEBROOK PHASE T Plan Review Contact Person: Daphne Clark Title: Phone: _407-257-6940 Fax: Email: ohne ,PermitsPermitsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Phone: 407-629-0077 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Phone: 407-257-6940 Fax: I State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: CBC1257462 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51b Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application U„a I. -XJ q3 - - S b-10 vs. - I , 0.00 25.00 + ' 744.00 + ` 1x776.00 + 2x545.00 * 2x545.00 x I1.5 % 38.17 * f 0.00 * 0.00 * I i• r r NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification,Ithat I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 4.4 '7 Signat/.fO—. Z,/ Agnt TAYLOR MORRISON OF FLORIDA INC Signature of*diw -State iP(iq D. a to I 1 n * MY OOMMISSION 0 08 EXPIRES: Jum 27, 2019 6w4WlhNWN*rjSmmka Owner/Agent is YES. Personally Known to Me or Produced ID N/A Type of ID I Xe Z 1 Q Signaturg4fContractor/Agent r Elate JOHN ASA WRIGHT PriCon r/ gent's Nament L&7 S,146c o -State of Florida ?o . y..%,e t' D. A AW. MYCOWIS$p FFa10g EXPIRES , 2019nBW4WTW rySmipr Contractor/Agent is YES Personally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building g Electrical 2( Mechanical Er Plumbingg Gas[] Roof Construction Type: Ir F-7 Occupancy Use: KS Flood Zone: x-5 A-ti :ACHED Total Sq Ft of Bldg: 2;3 ( Min. Occupancy Load: 14 # of Stories: 2- New Construction: Electric - # of Amps D Plumbing - # of Fixtures 143 Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: (RIU(II UTILITIES:W-04f6-1;V1, WASTEWATER: ENGINEERING: V4—,C- G' 1,GO7l1 FIRE -If G BUILDING: -Z8"- r1 COMMENTS:' _ Ok to construct townhome with setbacks and 1 impervious area shown. No additional impervious 1 23 C&PI I " - permitted beyond initial construction. i Revised: lune 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE Permit # 17-1734 thru 17-1741 Address: 290 — 318 Merry Brook Circle BUILDING PERMIT J Min Max Inspection Description 10 - Form board / Foundation Survey - 10 Electric Rough Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30- Sheathing — Roof - 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 ELECTRICAL PERMIT J Min Max Inspection Description 10 - Electric Underground 10 Footer / Slab Steel Bond. 20 Electric Rough 30 Pre -Power Final 1000 Electric Final PLUMBING PERMIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT - Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final P187 I ' City of Sanford Planning and Development Services 7=Z Engineering —Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland + State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 310 Merry Brook Circle Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-2540 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: 0 New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 0 The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP#17-1739 Reviewed by: Michael Cash, CFM Date: June 21, 2017 0 r o P Application for Right -of -Way Use ORip pforDriveway,Walkway& Landsca e 1877 — , Department of Planning & Development Services www."nrordfLgov 300 North Park Avenue. Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the a- 7N"BZaW attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested Information below as well as a wrent survey, site plan or plat clearly Identifying the size and location of the existing right-of-way and use shall be provided or application could be delayed. / f'/ noZ0214callbeioreyoudls 1. Project LocaliordAddress: 2. Proposed Activity: VT Driveway ElWalkway F Other: 3. Schedule of Work: Start Date J / r, AI Coomplpletion Date Emergency Repairs 4. Brief Description of Work: +' WWA 'YIJ. /VAV SFA This application is submitted Property Owner. p Signature: Print Name: // YW, I7(iWIMA /.7UWS Address: I /T 10 a, zg-76-1 Phone: W-7 nwM i& iZ GW Date: r 00%7 Maintenance Responsibilities/indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requester may, with written City authorization, remove said installationlimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, storroweler facilities, or any general maintenance activities by the City becomes In conflict with the above permitted activity, the permittee shall remove, relocate andlor repair as necessary at no cost to the City of Sanford insofar as such facilities are In the public right-cf-way. If the Requestor does not continuously maintain the improve- ment and area In accordance with previously stated criteria, or completely restore the righter -way to its previous condition, the City shall, atter appropriate notice, restore the area to its previous condition at the Requestors expense aril, If necessary, file a ben on the Requestors property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its oouncilpersom, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, panakie% demands, amts, judgmerrta, losses, expenses, damages (direct, Indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense. settlement, and reasonable atlomey's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and un tand ove statement and by signing 11 tis application I agree to its terms. 1 hereby understand and gpa city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: This permit shall be posted on the site during construction. 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".:. >r:Y)};•:e.' r -r. .. .yt:,ew...n..s":.YF: Site.f:s ef eif.by;+fr. r' 'i".°`.;.: -,: - •::,,:•:.: "":., :;.D. t2_T> %ilio:>•r..ax•.y;.yf s.^^,:., ::•:i,;i! y::;% :.:.:: i n'i is?i7• :" : < :i4 •' iii. : k•;;.:.ii• ; 7 •' 'n•>'n,r 0;:,; VMS::?` M n.`'t;!ti." i:>:ar; x •r.> vwi..v. r.l:n ..r.... iC:: <'. :. p: .'` irri' j r:>: ::>.: .r... i. .i.. .>.. Ja.'>. i ': '-i'.-' '..:4:{ii i%:: i.C:'•••••••• S.S>t.ldal P,eim{llG ridillf is•s ..,•:.: September 2010 KVW uw urmwsy Pm 0 0 DESCRIPTION AS FURNISHED: Lots 249, 250, 251, 252, 253, 254, 255 and 256, THORIVBROOKE PHASE 5, as recorded in Plat Book 81, Pages 68 through 69 of the Public Records of C Seminole County, Florida LI' PLOT PLAN FOR / CERTIFIED TO: C Taylor Morrison of Florida, u Inc. TRACT B (LANDSCAPE/OPEN SPACE/SIGNAGE/Y,'ALL/FENCE/UTILITIES) N 00-09.03" W 22.33' . 22.00' 22.00' 22.00 _ 22.00' 10.00' LOT 256 AC AC 00iOT 255 A0 • 00 LOT 254 7.2' 20.0 b 16.8 5.4' LANAI a LANAI 16.8" 7.2' LOT 253 10.00 0.00'L0T 252 CUR1•'E I DELTA I RAD1U5 .F LENGTH _CHORD ! CHORD BEARING C; 05'56'10' 65.00' 1 6.73" 6 73'S 03.07'08" E C2 20'36'45' 65.00' 23 38' 1 2J.26. S 16'2335' E 22.00' 22.00' 22.33' Lor 251 10.00 j LOT 250 10. LANAI I'C' j 0i LANAI i LANs r'I v) '(3 ior i 10.00' - - to 49 0 ON o 3 0" 7.2' UNE O v GR USEYV IL'rE)? - ISIC_0_TT A ASFSOC.-_IN_C_. PAVER 5400 E. COLONIAL OR. ORLANDO, FL. 32807 407 -277-3232 -FAX-007)=658=436 - vdL, . POINT 01'LDELEGEND ' J PAL W+"ITL ' DRAM iR AUVIG sET3ALN IDE D DELTA NOTES SCALE 1- = 20' DRAWN BrI TYPICAL-. i .. P_QL.- •: PtmlT tf REVERSE t1RVATlRIE d±•C . ONSET LOOK FENCE CC.{. LOT - - . 2.155 Loi -- - - 2.12 T 1. T1i UFOFRSp.TED GOES NEREHY CERT6T' TT{1T 7HIS SURVEY YEE75 THE ARNMIM TEC7fi4CAl STANDARDS SET FORTH BY- PLATFULD PLL raw OF mwDw7 NIVAnjw 2.0' UTLL. uTiLRT' THE ROItIO' BOARD OF PROFLS90P1AL IMO SUPVET'ORS W CHAPTER SJ -17 OF 1HE RORIOL ADSDN6TRAOYE CODE IALI.P. Im PIPE • RAM ' RADIAL CC//op. 0PoOYIwpiTE' T E ^URV TIRE 1 ENTRY 2.0 i.MNG 770 MNG - 77C 1734-17 A •IRO. RDD - ti PDS ' PtIINT-[i' RG]eIUIG P.T. - POINT D< TANfA'.NCY N M 3 3 J. TNS SURVEY Wits PREPARED FROM 17ME Vff R 710N FURNISHED TO THE SURVEYOR. THERE MAY eE OTHER RMiRICTKWS 3 3 3 RN 3 3 n GARAGE AM PAVER EMMY - 9 GARAGE - 458 PAYER 'WIRY = 9 R • QAIMS EW'T EASENE•'T PROPOSED PROPOSED n PROPOSED n PROPOSED n PROPOSED n PROPOSED n PROPOSED PROPOSEDLAM' 93 BREEZEWAY = N/A LAn e1 93 BREEZEWAY = N/A vP PLOT RELIED UPON 6Y ANY OTHER ENTITY 2.0' ATTACHED h ; ATTACHED h ATTACHED h c ATTACHED h ATTACHED n o ATTACHED ATTACHED1Y u7 o ATTACHED 2.0 RESIDENCE PAVER DRNEWAY-44 PAVER DRINEWAY-400 BEARINiONS D atrj:: AN7. 8E4RlNCS, ARE 9ASf^ ASSUMED OARIM 4J0 ON n.E LN£ SHCAW AS diSE BE•fi"'C (9B) TSE PLANT ONLY* N k) RESIDENCE to ro RESIDENCEWio RESIDENCE o o RESIDENCE o RESIDENCE o o RESIDENCE o RESIDENCE h o V. -F 1 ±?I 17c, „,^,5< r A/C PAD 9 6 A/c PAD - 9 NOT A SURVEY) to mm mo, mm hCh0) mm mm vimm PAVER WALKWAY = IMPERMUS - PAVER WALKWAY - 6 IMPERWOUS = 62.7 PROPOSED INFORMATICN SHONN Q v- ID m h c DO y aa Tn Id h m y 03 y y 0 51.7 1,349 SOD 75BASEDONSUPPLIEDPLAIT' h O 3 500 76 OFF LOT AREA CALC51 AREA ' AND/OR INSTRUCT ONS PEE- a + 3 F.F.E.=26.6' F.F.£.=26.6' F.FE.=26.6' F.F.E=26.6' F.F.E=26.6• F.F.E.=26.6' F.F.E=26.6' F.F.E=26.6' h m p,Y 179 R/ r. 1LOT _ , 79` CLIENT(NOT FIELD VER!FrEOj AFRO,. APRON = CO N) WILLOW REDWOOD REDWOOD BIRCH BIRCH REDWOOD REOWC)00 WILLOW Pj a 51 SIDE'", x = 112 S1DEWaX = 1±21 a PAVER PAVER PAVER PAVER Soo - 16 SOD = T5 LOT 247 EMR 5.7' ENTRY 5.7' 15. Q(TRY 5.7' AREA 2, ppJ6P 300ORRvONLOTAREArALcs SQUARE FrE* 0 3.7'ri c 3.7"i c PAVER ri 2 7' c i PAVER Q 0 T3.7' c o "'J.7' ON UNE SIDEWALK . 118 WAY = ss SIDEWALK = 1 is LOT = 2.091 0 ov 9' 9" EMRY 500 500 2 12.7' w 1EMRY 2 9 ' ON 34.7' 12.7' v 34.7' GARAGE= PAV'£o UNrE 16' 9• 9' 9' L 9' 16' LOT 242 24J 246 Lor 244 OR 245 ON LOT AREA CALCS: ON LOT AREA CALCSENTRY - 36 ; LANAI t07 BREEZ£xav = ;1/A PAVER PAVER SQUARE FFFT SQUARE FEET PAYER DR?VEWA, =2?5 m PAVER PAYER DRIVE PAVER DRIVLE PAVER PAVER PAVER LOT - 2.090 LMNC - 894 LOT - 2.00 LMaIC - 624 A/C PAD - 9 PAVER wALxwAY = sEI U PAVER DRIVE PAVER DRIVE WALK PAVER DRIVE WALK WALK PAVER WALK WALK ORNE PAVER WALK ERNE PAYER DRIVE cARSca • 249 PAYER ENTRY 36 GARAGE 259 PAVER ENTRY = SiE IMPERVIOUS = 6G.0 X I 29.58' 25.00' 25.00' 25.00' 25.00 25.00" 25.00' 25.00 AraL = 102 I LAr& = Io_2 I BREEZEWAY - N/A PAVER DR.. WAY- 251! IDRIVEWAYSOO - 52 FAVER U7NEWAY=2251 261 1 OFF LOT AREA CA'_-- 4/W = 176 I 1 T 10" SMT A/C PAO - 9 PAYER WALKWAY - 48I Al. PAD - 9. PAVER WALKWA = 25 APRON = AIC. APROaLK _ LIQSIDEWSCO 1, A J yg IMP:fir0U5= 6001 IMPERWOUS= 57.1 1 36 I Aj. 1• l.254 SOO :527 1.194 SOD C1 15.28 22.00 22.00 22.00 22.00 5' CONC. 22.00 22.33 C CS' r ' O' r CALi7 RVIV 6 i N _ 5 K` 255 ; 5, COSIW Ew SOLI =563 C2 w'l. SO ALX X360 SIDEWASA = cuRe 6S. DC S./D AL Ate_ G o 8.8.)N 00"09'03" W AREA = 2.266 D T Y,AY X55 AREA ".266 i 2 1 F\p PROPOSEO=FlNSHEO •SPOT GRADE. NOTE: PAVER ?EMS ARE NOT MERRY BROOK CIRCLE 40' R/W) TRACT A NOTE PAVER RENS ARE NOT 5'DE-WA'K - 158 R EY,,Y SIDEWALK = 135 ' SCD = 578 Q ELEVATIONS PER DRAINAGE PLANS INCLUDED IN IMPERNOUS AREA INCLUDED IN WPERv101/5 AREA SOD GR USEYV IL'rE)? - ISIC_0_TT A ASFSOC.-_IN_C_. LA NDSI U -R VEr-0RS_ 5400 E. COLONIAL OR. ORLANDO, FL. 32807 407 -277-3232 -FAX-007)=658=436 - vdL, . POINT 01'LDELEGEND ' J PAL W+"ITL ' DRAM iR AUVIG sET3ALN IDE D DELTA NOTES SCALE 1- = 20' DRAWN BrI TYPICAL-. i .. P_QL.- •: PtmlT tf REVERSE t1RVATlRIE d±•C . ONSET LOOK FENCE CC.{. pd10 oam REARING 1. T1i UFOFRSp.TED GOES NEREHY CERT6T' TT{1T 7HIS SURVEY YEE75 THE ARNMIM TEC7fi4CAl STANDARDS SET FORTH BY- PLATFULD PLL raw OF mwDw7 NIVAnjw vDFC - v® FENCE UTLL. uTiLRT' THE ROItIO' BOARD OF PROFLS90P1AL IMO SUPVET'ORS W CHAPTER SJ -17 OF 1HE RORIOL ADSDN6TRAOYE CODE IALI.P. Im PIPE • RAM ' RADIAL CC//op. 0PoOYIwpiTE' T E ^URV TIRE 1 2 UP&M EMOOSSED MITI VJRWTU45 SEAL, THIS S3RriiY IS NOT VALO AND IS PRMN= FOR ##13Z%AT1OAK PURPOSES ONLY PLOT PLAN 05-17-17 1734-17 A •IRO. RDD - ti PDS ' PtIINT-[i' RG]eIUIG P.T. - POINT D< TANfA'.NCY N p45 NAIL 6 ^I.A J. TNS SURVEY Wits PREPARED FROM 17ME Vff R 710N FURNISHED TO THE SURVEYOR. THERE MAY eE OTHER RMiRICTKWS C% CO.CRETE MOAPENT POC : PORIT OF COlO'A:ENENT DESC. •DESCRIPTION RN RTC7R-3-vA• OR EASEMENTS THAT AFFECT 1NIS PROPERTY SET [A. • 1/Y IR. •/SL3 45% PRI' PEp11APErT RlTEREPCF NDNSPtTIT REO. . IIECOVEkrD' • ' R • QAIMS EW'T EASENE•'T 4. NO UNDERGRM40 MPROVENENTS HAW BEEN LDCATX UNLESS OTHERWTSE SH01Y:N. CASL • CALCULATED - Tj: F1PCSIEL rllLR EL_vATIw AVC LENGTH E CENTERS NQP.TrP S. nos SURYLY IS PREPARED FOR INE SOLE OD07T OF THOSE CEPTIF!ED i0 AND SI'01/.D NOT RE vP PCVITNESPCIN: RELIED UPON 6Y ANY OTHER ENTITY THS NGj PRf.P£RTT DOES L'E MIN 6 SHOWN FOR TTL IYPROVEl1EWE HEREON SHOUSE NOT 8E <,SED TO RELuvSTRUCT E04y0ARY I.ri:S CERTIFIED 9-. a.lei STAB LAN BEARINiONS D atrj:: AN7. 8E4RlNCS, ARE 9ASf^ ASSUMED OARIM 4J0 ON n.E LN£ SHCAW AS diSE BE•fi"'C (9B) TSE ES?ABL'Sr+ED IDG YEAR r2C•OD PL IE AS PE.4 FTisN 5 &EVATM& = S'tiMN. ARE BSED ON NAMNAL GEOO:: .fll-- tL U:T'JM Or 1929. UPXESS OTNERIYIS_r NOTEDTOMG75£NN 4?7 JAU S S„017 P. L5 t A50+ ZONE x V. -F 1 ±?I 17c, „,^,5< r 9 CER;IF ATE OF AUTPI':A:12A .?:V VR 459= 1 DATE: 1 i BUSINESS/PROJECT NAME: - ADDRESS: g LQ CONTACT NAME:. i l-NQ- CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 WvA V PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER [ ] HOOD DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO p TOTAL FEES: T 1 JrJ I I 0.00 2Y331• x 0.05 = W 116.55 116.55 + a PERMIT NUMBER: 9F 5 F-71' SCPA Parcel View: 27-19-30-506-0000-2540 1 of 2 http://parceldetaii.scpafl.org/ParceiDetailinfo.aspx?PID=2719305060... Parcel 27-19-30-506-0000-2540 Owner TAYLOR MORRISON OF FL INC Property Address FL Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 5 Tax District S7-SANFORD DOR Use Code 00 -VACANT RESIDENTIAL Exemptions I Legal Description LOT 254 I THORNBROOKE PHASE 5 PB 81 PGS 68 d 69 I Taxes --- – — Taxing Authority 2017 Working Values 2016 Certified Values Valuation Method CosVMarket Cost/Market Number of Buildings 10 0 Depreciated Bldg Value 6,633 0 Depreciated EXFT Value s0 0 Land Value (Market) 18,300 0 Land Value Ag Just/MarketValue" 518,300 0 10 Portability Adj I $8.633 0 Save Our Homes Adj Amendment 1 Adj s0 9,667 j 0 0 P&G Adj s0 0 Assessed Value 8,533 0 I Legal Description LOT 254 I THORNBROOKE PHASE 5 PB 81 PGS 68 d 69 I Taxes --- – — Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund I $8,633 01 6,633 Schools 18,300 s0 18,300 City Sanford I $8,633 0 8,633 SJWM(Saint Johns Water Management) I $8.633 0 8,633 County Bonds , Ij $ 8,633 0 8,633 I Sales Description Date Book Page Amount Oualilled Vac/Imp No Sales omparabN Sala$ Method Frontage Depth Units Units Price Land Value LOT 1 + $18.300001 $18,300 Building Information Permits Permit 0 I Description Agency Amount CO Date Permit Date 6/12/17, 11:03 AM REQUEST FOR TUG & PREPOWER AGREEMENT Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: c Project Name A Project Address: Q Building Permit M Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. Z. The facility will not be occupied until a certificate of occupancy has been issued 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been.issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4.. Prior to pre power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. 1 Print Name of OwnerfreiS t gnature of Owner t Print Name of Gen. Cod etor A Ofk gnature of Gen. C r 16e.,11s7y62 Gen. Contractor License # S+ -e - IA M- II u r Print Name of E. Contractor Signature of El. Contraeto EC. W00 Jaq'U El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: b Progress Energy o Florida Power and Light on _/ / Rev. 420/07) LIMITED POWER OF ATTORNEY DATE: p EREBY NAME AND APPOINT: Daphne Clark, Gustav Botes, Jennifer White, KarenMcAdams, Alison Perrotti, Anthony Perrottl EACH AN AGENT OF: TAYLOR MORRISON TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: 5pC V3 r-og-Z C lT\l FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER : Cq'(J SUBDIVISION: ADDRESS: PARCELID: 21—(01-30— Z b —ooOQ_ 9a AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. JOHN ASA WRIGHT NAME OF CONTRACTOR.) Wj 044 ZZ's SIGNOURE OFCONTRACTOR.) STATE CERT. 0 CBC 1257462 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was pcknoy4edged before me this: DATE: BY: JOM(ASAIWR16HT Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. NAME: IGmbery Carter My Commission # FF229O21 My Commission Expires 917/2 NOTARY, 019 SIGN TORE OF NOTARY, NOTARY SEAL. CMQNSNTF b gS1ON C-'••• p ,crier 7, In •• M C3 * o'er :n off Parcel ID Number:277-W6 —4060 9Y4 0 Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. GR N 111ra1_OY r BEIMINOLE COUN T'i iI..rRK. OF CIRCUIT COURT & CONF'TROLLER EK X94' Ps .1385 (IFis l CI -ERY.' S 4 2017066879 RECORDED 06/'30 /20l 7 1J2.46-12 1'111 iti_COi,l)ING FEE:, 1-10.00 RECORDED RY rdLemr• The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I . Description of property : LOT Z4 Legal Description : Thorn brooke Phase 6 according to the plat thereof, as recorded in Plat Bool*L Page(2V4Y of the public records of Seminole County, Flprida. r j Addresses : /0 &o C. 14g., Sanford FL 2. General description of improvements : Single Family Home Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 Fee Simple Title Holder: N.A. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. S. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. o 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. G 10. Expiration date of notice of commencement: One year from the date of recording. t7 Z WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT 8t YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. p f 6 11. Date Signed : i 7 Signature of Owner's Agent n Asa Wright O'Zrc z Taylor Morrison of FloridpL4. Sworn to and subscribed before me this by John Asa Wright who i personally known to me. 0 '. %= o Notary Public DA Clark ; :°'`" MV \ S. 21, 5 v z My commission expires: 6/27/19 =° : * ,P IV,,, , t`eN mvl Serial No. FF 209108 ary Signature: w AND- °rAliGa o Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100003 BUILDING APPLICATION #: 17-10000393 BUILDING PERMIT NUMBER: 17-10000393 DATE: June 29, 2017 1-173cj a47, ' UNIT ADDRESS: MERRY BROOK CIR 310 27-19-30-506-0000-254 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: TOWNHOME TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 310 MERRY BROOK CIR THORNBROOKE PH 5 TOWNHOMES LOT 254 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A 00 000 dwl unit 00 N/AFIREN/ARESCUE. 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Multifamily 2,450.00 1.000 dwl unit 2,450.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 2,883.00 STATE MEN T__ A J RECEIVED SIGNATURE: PLEASE PRINT NAME) DATE; % NOTE TO RECEIVING SIGNATORYAPPLICANT: FAILURE TO NOTIFY OWNER AND ' ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT w NOTE** SEMIOACJTYIFIEAIBAR/EEER THENLEOUROAD, FIRE/RESCUE, STATEMENT ANDORDUCATIOA ISSUANCE OF A BUILDING PEE/IT. n PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE.COUNTY BUILDING PERMIT NUMBER AT THE tOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. i vl CITY OF SANFORD IV EnBUILDING & FIRE PREVENTION PERMIT APPLICATION D JUN 122017 Application No: 1 BY• — - Documented Construction Value: SM L&Js L'41g8g- i° Job Address: _ 314 AN-Arx(t—,4& Historic District: Yes No Parcel ED:,_ 27 -19-30451x6 00002SE 0 Residential R Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Mo ^ Description of Work: NEW SINGLE FAMILY TOWNH HOME UNIT - THORNEBROOK PHASE LOT NUMBER:nS Plan Review Contact Person: _Daphne Clark Title: Phone: _407-257-6940 Fax: Email: da hne Perm itsPerm its Perm its.com I Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A e Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and 'air conditioners, etc. FBC 1053 Shall be inscribed with the date or application and the code in effect as of that date: 5t1 Edition (2014) Florida Building Code a W3> Revised: June 30, 2015 Permit Application I V ry f 3T7 - 5D X025, - 1 , 1 j 0.00 I 25.00 + ' 744.00 + } 1P776.00 + ; 2Y545.00 * 2P545.00 X 1.5 %- 38.17 * 0.00 * ,• 0.00 1 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 6¢ Signature of !r/Agent Date , Signatu of Contractor/Agent e Print Signature 619)Ky-State of Florida I Date D. A. CLARK MY COMMISSION i FF 209108 EXPIRES: June 27.2019 Owner/Agent is yF& Personally Known to Me or Produced ID N/A Type of ID JOHN ASA WRIGHT Print Con t cot's Name tore of Notary -State of Florida Dat D. A. CLARK MY COMMISSION 11 FF 209106 EXPIRES: June 27, 2019 UWrA Tky Budpet Notary Unica Contractor/Agent is YES Personally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Z Electrical R0000, Mechanical e Plumbing Gas[-] Roof Construction Type: 46 Occupancy Use: (Z 3 Flood Zone: P'CCTAc Total Sq Ft of Bldg: Z. SM Min. Occupancy Load: # of Stories: Z New Construction: Electric - # of Amps 14,56 Plumbing - # of Fixtures IQ Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: 1213 C,13-17 WASTE WATER: ENGINEERING:_r'k -_- .Z6.1 FIRE: BUILDING: SV' 6.28.11 COMMENTS: I `' Ok to construct townholrie with setbacks and impervious area shown. No additional impervious permitted beyond initial construction. J Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE Permit # 17-1734 thru 17-1741 Address: 290 — 318 Merry Brook Circle BUILDING PERMIT Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Electric Rough Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 T- Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In — 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond _ 20 Electric Rough 30 Pre -Power Final 1000 Electric Final T- P LUMBIN&PERMIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final o ' Citylof'Sanford Planning and Development ServicesP874-17-1Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright I Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland i State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphneCDpermitspermitspermits.com Property Address: 314 Merry Brook Circle I Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-2550 1 Phone Number: 407-629-0077 1 Email: The reason for the flood plain determination is: Q New structure I Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY, Flood Zone: X Base Flood Elevation: N/A Datum: N/A 1 FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway I The parcel is not in the: 0 floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP#17-1740 1 Reviewed by: Michael Cash, CFM Date: June 21, 2017 D. Application for Right -of -Way Use for Driveway, Walkway & Landscape O Department of Planning & Development Services1877 "'.. __ nfordngoV 300 North Park Avenue, Sanford. Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the a o attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested Information below as well as a current survey, site plan or plat clearly Identifying the size and location of the existing right-of-way and use shall be rovided or application could be delayed. F. 7M"BoaW r 2ila. callb mpaCellberonyoutlkF 2. Proposed Activity: 10 Driveway Walkway FlOther 3. Schedule of Work: Start Date / / / SAC Date F] Emergency Repairs 4. Brief Description of Work: jWIWWA7 At /VAC This application is submitted by. Property r SAymf— ffa e mail hblLlt+t5lgnature: Print Name: Address: I 444 J / AQ is Phone: 4o"-, (-6Q(Q Fax- dCWhneffl Date: V Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installatiorYmprovement fully restoring the right-of-way to Rs previous condition. In the event that any future construction of roadways, utilities, stomtwater facilities, or any general maintenance activities by the City becomes In conflict with the above permitted activity, the permittee shall remove. relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are In the public right -cit -way. If the Requestor does not continuously maintain the improve- ment and area In accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, alter appropriate notice. restore the area to its previous condition at the Requestoes expense and, If necessary, file a lien on the Requestors property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, clajms, penalties, demands, suits, judgments, losses, expenses, damages (direct indirect or consequential), or injury of any nature whatsoever to person or property, and the casts and expenses incident thereto (including costs of defense. settlement. and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right -9f -way. I have read and undersW above statement and by signing this application 1 agree to its terms. I hereby understand and ag , to re ted to this application as required by the city's adopted Fee Resolution. Signature: Date: I I This permit shall be posted on the site during construction. f f Please call 40T.688.6080, Ext 5401.24 hour: In advance to schedule a pro -pour Inspection. IPre -pour Inspection by: ' Date: I N'•nL1.3%i;iv:::ii'i•v>•.YT,•i•'+.::'': i;(.'••ss ....: a.i ff•:.•i%}n.'.':•i:{w':••;•;:.3>'t+>.iA>.'3<N.:.?(':::..,:•:i::.:'>.'i":ii:%::''. •::. .. :'>:'i: y:i: .. :: w: ..f:.:s.. :t:: :..Z::t• < .w.. 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'hi,: .:Sb:y.4 J.s.:..v.:isj'4Y.-....f::.0 i.L..:J..':.tii S.:i.4:1.0}>.Yii:x4ia. lr'iy.i:N.}...al:r :.}::' : t: iii : 1:• Sped al F?eifnit lGlondmtii ils • J • .::.> september2010 KVVV vats ursyswq DESCRIPTION AS FURNISHED: Lots 249, 250, 251, 252, 253, 254, 255 and 256, THORNBROOKE PHASE 5, as recorded in Plat Book 81, Pages 68 through 69 of the Public Records of ON Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: ON Taylor Morrison of Florida, uNr_ Inc. _ PLOT PLAN ONLY* NOT A SURVEY) ko 00 IOPOSEO INFORMATION' SHOW O BASED ON SUPPUEO PLAN to O AND/OR INSTRUCTIONS PER a + 3 CUENT(NOT FIELD WWRED) ` i LOT 247 m SVS EAONPNSOR14ASFLEVWERRAIP0PL: TRACT 8 (LANDSCAPE/OPEN SPACE/SIGNAGE/WALL/FENCE/UAUTIES) N 00009'03" W 22.33' 22.00' 22.00' 22.00' 22.00' 10.00' LOT 256 - PAVER M 3 P PROPOSED 2.0' ATTACHED v RESIDENCE v C V F.I X26.6' WILLOW PAVER DRIVE CURVE I DELTA RADIUS LENGTH CHORD CHORD BEARING C1 1 05'56' 10" 65.00' 6.73' 6 73' S 03'07'08" f C2 zu-jo 45 1 65.00' 23.38' 23.26' S 16'23'35' E 22.00' 22.00' 22.33' 10. LOT 255 10.00 LOT 254 _ LOT 253 10.00' 10.00 LOT 252 LOT 251 10'00' LOT 250 10'00' LOT 249 10.00 AC AC AC AC AC 159 AC 16.8 S.2' 97' BREEZEWAY • N/A 5.Z 16.8' 20.0' 7.2' v LANAI o LANAI LANAI a LANAI LANAI LANK PAVER W4L4WAY- 15 IMPERVIOUS - 61.7 O 1.254 1,349 1.330 3 O Soo 37 AREA CS, R/W - 176 OFF LOT AREA CAL 179RPRAROIL Of AN" .ALC5 9 APRON . 30 16.8' A. N . '179f4SIDEWALK - 112 SIDEWALK !12 SOO - 36 36 7.2 TAE A EASMKT AREA - 2166 AREA 266 ORIVEWAY . 255 CR7VEWAY 2171 SIDEWALK 158 SIDEWALK 05 Soo 50 ISOO 2.0 3 3 3 3 3 3 T PROPOSED • PROPOSED • PROPOSED PROPOSED • PROPOSED • PROPOSED PROPOSED ~ ATTACHED .ai n ATTACHED ATTACHED i RESIDENCE ATTACHED h ATTACHED h ATTACHED h ATTACHED 2.0 RESIDENCE o RESIDENCE o o RESIDENCE o RESIDENCE o RESIDENCE $ RESIDENCE yr v! vt v! vt h F.F.E.26.6' F.F.E x26.6' F.f E 26.6' F.F.E 26.6' F.F.E=26.6' F.F.E =26.6' F.E h REDW170D REDWOOD BIRCH REDWl700 REDW7000 N7LLOW " H PAVER PAVER PAVER PAVER ENT'rc 5.7' EIW 5 7' 15. 3.7'i 3.7 i bPAVON 2 c 7' . i PAVER o "L37' UNE0 9' 9' 4 12.7' 1 6 1 w 11.7' 34.7' 16' PAVER 9' 9'T- qR 9' LL kPAMPAYERPAVERPAVERPAVERPAVERPAVERORAEORAE PAVER PAVER PAVERR PAVERORAEWALKDRIVEWALKWALKWALKWALKDf>r1 ORAE 25.00'- 25.00' - 25.00' - 25.00- - 25.00' - 25.1)0' - 25.00 Ar 10' MT. 6 C. 5 . " C1 15.28' 22.00' 22.00' 22.00' 22.00' 5' wACONC. 22.00' 22.33' CURB 8.8.)N 00°09' 03 W NOTE: PAVER ITE1t5 ARE NOT?l1ERRY BROOK CIRCLE (40' R/W) TRACT A #N TE PAM ITEMS ARE NOT Maww IN 6/PL rmn AREApNaumv W AIPERVIOUS AREA SOD - TOTAL AREA& 1 AREA - $364 ORNEWAY . 500 SIDEWALK - IIB SOO -392 LAT 24$ 24J 246 WAY .451 OVNE IEWALK = Ala 0 . 392 LOT 2" AR 9AS ON LOT AREA GALES: wI - .1.165 Lar - 2.:21 O ON UNE h C) A 00 m Iio E Cn SOD - TOTAL AREA& 1 AREA - $364 ORNEWAY . 500 SIDEWALK - IIB SOO -392 LAT 24$ 24J 246 WAY .451 OVNE IEWALK = Ala 0 . 392 LOT 2" AR 9AS ON LOT AREA GALES: wI - .1.165 Lar - 2.:21 SCUARE FEJET LIVING- 770 LM.NG - 770 2.090 GARAGE458 GARAGE . 456 814 PAWR ENTRY . g PAVER ENTRY - 9 159 LANN . - 93 LANK 93 LANAI -102 Li4EEZEWAY - N/AWABREEZEWAY • N/A 1vx-225 PAVER DRAIY-44 PAVER DRNEiAAY-10 DRIVEWAY A/C PAD - 9 A/C PAD 9 A/C PAD PAVER WALKWAY . 6 PAVER LWALKKAY . 6 PAVER W4L4WAY- 15 IMPERVIOUS - 61.7 IMPERMUS - 62.7 1.254 1,349 1.330 3 SOD - 76 Soo 37 AREA CS, R/W - 176 OFF LOT AREA CAL 179RPRAROIL Of AN" .ALC5 9 APRON . 30 5 151 A. N . '179f4SIDEWALK - 112 SIDEWALK !12 SOD - TOTAL AREA& 1 AREA - $364 ORNEWAY . 500 SIDEWALK - IIB SOO -392 LAT 24$ 24J 246 WAY .451OVNE IEWALK = Ala 0 . 392 LOT 2" AR 9AS ON LOT AREA GALES: ON LOT AREA CALLS: SQUARE F7iT SCUARE FEJET LO -1.090 L 2.090 LIVING -694 LIVING 814 4GARAGE • 249 GARAGE 159 PAVER EMRY 36 PAVER ENTRY . 68 LANAI -102 LANA' 102 1vx-225 PAVER ORNTWAY- 261BRZEOE-1 v6Fr. V® FENCE DRIVEWAY 261 A/C PAD - 9 A/C PAD 9 PAVER WALKWAY- 48 PAVER W4L4WAY- 15 1MPER'ROUS- 60.0 x IMPEP170U5- 57.7 x 1.254 PLOT PIAN 05-17-17 1.19 Soo 7 SOD 4 AREA CS, R/W - 176 Lor a y 176 APRON . 30 APRON O SIDEWALK - 110 SIDE•NALA IAO SOO - 36 SOD 36 Mf&s TAE A EASMKT AREA - 2166 AREA 266 ORIVEWAY . 255 CR7VEWAY 2171 SIDEWALK 158 SIDEWALK 05 Soo 50 ISOO 78 GR ISE,A LT YF) -ASCOT7' A ASISOG' ANG' - LAND ASUR VE-rU SAS 07 407)-277-3232 DR FAX 40° 58 21436 P . PODOT IN LIE[ LEGEND U DaL : DIn DD+G YTLIALTT LIRE D STA0019 NOTCC SCALE : 1' . 20'- ORAMId en ••• M. . TVPLC/IL RG . /mrr R y y QpVATWc mss' OIADI LMt fMc CCIL 04w DCAPM I. THE LA009U [, V DOES NE)MY CERiY TINr THIS SURVEY lKEETS THE MOM TEC Mft STAP04WS SET FORM 6r a P . PLAT T I.CC. • KIM OF Uz Vupm QRVAII/i v6Fr. V® FENCE VTLL. MTLtn 771E FLORIDA BDARO OF PROFE590NAL LAHtp AWEMRS W pNPTE11 51-17 OF THE F101Wt AOMPERLIIIVE OWE F ' Fm.OPAD • • I.P. t101 PIK "a l:IN LAL ( U - PIM OF CNVATURE DD i DP "via 2 UNLESS amas E0 MIN awwron sM no SURVFY 6 NOT VALID AND IS PRovow Fop toowAnawI PLAVOM ONLY. PLOT PIAN 05-17-17 1734-77 Ut • UMN ROD PIIS, • =1 6 LrG6«Dc , P.T. • POINT Or TANrf1Kl' NL9 IyL L DISK 3. IMS SURVEY wAs PREPARED Fxw TITLE awmumN n4bos"m To INE AIRVEYOR. THIOE ALAr LIE OTHER REs1TDcrTows CIL Ct>CRCTE NO ADO PAC . pa7R Or C<IDIOCdiM DESC • DEDCW 01 RrV RTGNT-W-WAY OR EASOMENTS THAT AFFECT TMS PROANW, SET Lot . Wr LFL .iW 4776 NEC . RECOVERED Illt•4 i •, T UCTOC!UCE ND4RE17TU R • DADNTAPCLENGTH 6wT EASMKT 4. NO UNOOrAMNO ROVEMFWS HOE KIN LOCATED UNLESS OTIONSE SWW I . •I FIIQ 114 ELEVAT M CMC. CM.CUAATEO L E cvN ERLDE NORTH S.:w AJRKY LS PREP. o FoR THE s0E Seem OF T/10.SE CERRALD TO AID skw..,D mor 6E I • .' 1 . CERTIF7E0 BI. VP • vlr1CS3 FONT rTHIS STA&U- G/PROPER7Y .AES NOT UE WInRArHrESTALUSMED !00 YF}.4 A(rJO PL4.E AS PER FIRM• 1 REUEO UPON SY ANY OTHER ENTRY 6. WENSIONS SWWN FOR TIE LOCAHON OF A R04WENTS MMON 91OVLD NOT BE UKEO TO RECOT•S1RUCT DOU,v0AMY LATS. T flEARR/m ARE SHED AssumED 8T/UM ANO ON PIC LWE sNONN As BASE BE4Rmc B. 8. ELEVA770.tig, S SIk7:VT4 ARE BA_=. ON /Mr.Gvti GEODEi1C 1iP.TA:IL II:tI/M OF 1911. LNLESS OTHEQHISE I.OTED. TOM X. (xJSEN!} . ' j 47.7 I I _ JWES . SCOTT F..L.5 L 450! ZONC X V -4F 72117C Elf; F 9. CSR71FICar OF AUC,.00QArrW No 45PE. G I DATE: c,L, BUSINESS/PROJECT?NIAME:' ADDRESS: 7bf."AlvCONTACTNAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PERMIT NUMBER: CONSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER [] DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: f PHONE: 407.688.5052 FAX: 407.688.5051 W.TaMr,_4 W, 1 116.55 * iOD , _ 2,331 • x 0;05 116.55 i I 0.00 I A oa23 75 , SCPA Parcel View: 27-19-30-506-0000-2550 http://parceldetai l.scpafl.org/ParceiDetai I info.aspx?PI D=2719305060... Property Record Card Parcel: 27-19-30-506-0000•2550 Owner. TAYLOR MORRISON OF FL INC acrarownKao+a Property Address: FL Parcel Information Parcel 27-19-30-506-0000-2550 Owner TAYLOR MORRISON OF FL INC Property Address FL Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 5 Tax District S1-SANFORD DOR Use Code 00 -VACANT RESIDENTIAL Exemptions Land Value Ag 1 Jusl/MarketValue" 1 -c.N 2 5 Legal Description LOT 255 THORNBROOKE PHASE 5 PB 81 PGS 68 6 69 Taxes Value Summary 95N255NI O Depreciated Bldg Value s Ml 95.35256USeminoleCountyGIS1 Legal Description LOT 255 THORNBROOKE PHASE 5 PB 81 PGS 68 6 69 Taxes Value Summary Tax Amount without SOH: $0.00 2016 Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings. $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2017 Working Values 2016 Certified Values Valuation Mathod Number of Buildings CosUMarket to I Cost/Market 10 Depreciated Bldg Value 01 0 Depreciated EXFT Value I 18,300 1 10 Land Value (Market) 1$18,30o 0 Land Value Ag 1 Jusl/MarketValue" 18,300 0 0 Portability Adj 1 8,6331 0 Save Our Homes Adj s0 10 Amendment 1 Adj ; $9,667 0 P&G Adj Iso 0 Assessed Value 8,633 0 Tax Amount without SOH: $0.00 2016 Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings. $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 1 $8,633 01 8,633 Schools 18,300 1 0 18,300 City Sanford 8,633, 0 8,633 SJWM(Sa1nt Johns Water Management) 8,6331 0 8,633 County Bonds 8,6331 s0 I 8,633 Sales — — — — Description Date Book Page Amount Qualified Vac/Imp r No Sales Find Comparable Sales 1 Land FL"O7---- Frontage Depth Units Units Price Land Value I 1 I $18,300.00 I $18,300 11 Building Information I - Permits Permit 0 Description Agency Amount CO Date Permit Date 1 of 2 6/12/17, 11:05 AM RE .VEST FOR TUG & PREPOWER AGREEMENT Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 00 Project Name: Project Address:j&#0 Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the follpwing. ' 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been.issued, the jurisdiction will have the unilateral right to direct the utility to tcrminaie electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such. right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. S. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided,•the fire sprinkler system must be operational with water on the *system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Print Name of OwnerfretQnt gnature of ownerC t Print Name of Gen. Cott etor 4 gnature of Gen. C r f'_SC/Z S7N162 Gen. Contractor License # e_ 1g M ; ji4 Print Name of E. Contractor Y)- 9 Signature of El. Contracto F -c oopo EAy El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: b Progress Energy o Florida Power and Light on Rev. 4/20/07) 9: LIMITED POWER OF ATTORNEY DATE: EREBY NAME AND APPOINT: Daphne Clark, Gustav Botes, Jennifer White, KarenMcAdams, Alison Perrotti, Anthony Perrotti EACH AN AGENT OF: TAYLOR MORRISON TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: M V3 r0gz C tT\f FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: 21-_ SUBDIVISION: 1—M OC jJ',E n16Q_ OGQ- /' ADDRESS: 3/a L/U/l _rgC PARCELID AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY It TO THIS APPOINTMENT. F JOHN ASA WRIGHT NAME OF CONTRACTOR.) a SIGNOURE OF CONTRACTOR.) STATE CERT. # CBC 1257462 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrumentw s atnow4 d ore me this DATE: BY: JOHN SA VRIbHf Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. NAME: rumberiy Carter My Commission # FF229O21 My Commission Expires 91712019 NOTARY: SIG TIRE OF NOTARY: j NOTARY SEAL. CARTFq i i yw7, l 9FN,• gO2 • OFF .cz Parcel ID Number: 27- /q",06 -O O -- Z;10 Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. IRM 61'ANT 11raL0Y, SENIMOLE COUNTY CI.E:-?t; OF CIRCUIT COUNT & COMPTROLLER N, 89,'.,' F'j !;`5" (lPg.;, CLERK'S T 2017066880 RECORDED 06/30/2017 02:4.5:12 I11 RECORDING FEFS :10.00 RECORDED BY r dt--!,w The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property : LOT 2ss" Legal Description: Thornbroo Phase J according to the plat thereof, as recorded in Plat Book Pag M of the public records of Seminole County, Fl Addresses Vt4 Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(i)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(l)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN O RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE Co RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONIjC" , YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. f:(:° 11. Date Signed : 61112117 Signature of Owner's Agent: g hn Asa Wright z v o Taylor Morrison of Florid v W Sworn to and subscribed before me this by John Asa Wright wh personally known to me. aF o UJ Notary Public DA Clark o? k M c P" v z My commission expires: 6/27/19 r * E?e'` 3- cc C3 2"1 Z W > Serial No. FF 209108 ry Signature: * ot`6 seal: v v a n m AND- d''"='`` Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. n a 471 c? 8q 9x33( COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100003 DATE: June 29, 2017 BUILDING APPLICATION #: 17-10000394 BUILDING PERMIT NUMBER: 17-10000394 UNIT ADDRESS: MERRY BROOK CIR 314 27-19-30-506-0000-255 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUP: PARCEL: I SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: TOWNHOME TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 314 MERRY BROOK CIR THORNBROOKE PH 5 TOWNHOMES LOT 255 FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A Condominium* 00 000 dwl unit 00 FI N/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD 2,450.00 1.000 dwl unit 2,450.00 PARKSu N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 2,883.00 RECEIVED By PLEASE PRINT NAME) Tj DATE: i S7- l NOTE TO RECEIVING SIGNATORYZAPPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT TIJIS IS A STATEMENT OF FEES DUE UNDER -THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. T_ANY_RIGHTS_Of- THE APPLICANT,__OR_OWNER, MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN 14USTIMEETTTHEFREQQUIREMENTSROFCTHE COUNTY LANREQUEST DEEVVELOPMENTECODE COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT i 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE tOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. 0 UNIVERSAUmrim 0110.11WIlowA0oo wroteorder Noy 9314353.4 ENGIWEERIKS SCIENCES Repowtwft: 7/182017 Ic_,eyal, alranid L w•n n.se amae,.. 3532 Maggie Blvd/ Orlando, 32811 P: 407.423.0504 • F: 407.423.3106 i 73 Lt In -Place Density Test Re20rt czerrt- , UES TedmiaaR ddToBoyd 2600 Lake Lu et>t Ekwe She 350 Maitland. FL 32751r T 07/182017 6 9-. t .VProjectT1fOrrlbr000Ce40s & 50S. SF FlaJse LAts Area Tested: Lot 249 (290 Merry Brook) Type of Test: Material: Fill I Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modified Proctor The tests belaAw rooee1 the ff** um 95% rellalWe =A ao61 * 1n nmp*enmM cf Labarat M Proctor wnmdumm Test 1l0. I.iosal'ioe dTiat Rare Au Field Dry 004 Field Sob ow FM pFM Pmc% Paws ar FailiPd1tzr 10 North Side of pad 0-1 ft 105.4 11.8 105.9 8.9 100 WA Pas: 11 South side of pad' 1-2 R 105.4 11.8 1052 8.8 100 N/A Pas 12 East side of pad 1-2ft 105.4 11.8 108.3 9.0 103 WA Pas At the time of testinU66 cls were not Escarp I test pericroed w sided pad , e I Tn nn nblinh n .n..1..•I n.r.Mn/:..n /n I Inb.n.nnl'n n/:nnM IAn O..hlin o.l n...neA.nn n/1 ner.nAe o.n nnh.niNnnl on ..nnF.Inn tel n.nro.1.• n! n..n/:nn n nrw/ e.dhnri.o/:nn 4 UNIVERSAL EN61HEERING SCIENCES dux sem;-Eem6= ;SmaKas. GmOhs,a raC;sen ftm-innn8a i k ,•uM+r n Y, sta,mm, 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106 UES Project Alm (IM11401008.0000 MFoordo No: 9314353-3 Report Dam 7n82017 In -Place Density Te port 7- t -73s CGerrt PIT UES Technician Todd Boyd 2800 Lake Lucien [tire Suite 360 `: D ate Tested: 07n82017Mlaatand„ FL 32751 • ` 4r ! 1LIPrOjel',t 40S & 50S. SF Hmffm L otS ` ' Area Tested: Lit 250 (294 Merry Brook) Type of Test: Material: Fill Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modred Proctor The lasts beloia meet the rra *mffn 959E relative sW compaction mqui enm t of Labo akwy PrvctWr nundn um dry density. Test ma Lactation of Test 0 6=4 Nobtum AL1 F+W of D - 'RA IPdf Field gkftWm Sw AN m D WOE OWN Pass or FaiAN 7 North sift of pad 0-11t 105.4 11.8 106.3 a 101 WA Pas: 8 South We of ped 12 g 105.4 11.8 105.7 8.4 101 WA Pas - 9 East side of pad 1-2 ft 105.4 11.8 100-9,92 103 WA Pas Rare - I m At Ire time of los8irr8, In Am -a sere riot a roI I ' taut performed in sided ped. Tn en/.hlinh a rn../..e/ nrnhan/inn /n / /n:.rorne/'e n/ienM the D..h/L. en./ n..rnehrow ell .erv.rin ere n..hrni//e.i en r.nnFrlenliel nr.ro.h. ni n..r nlienM en./ e.dhnri elinn I VNIVERSAL 9Mokorder IIft 9310. 43532 ENSiIItEMIKS SG1F1,%tMS Wpm I Daft 7n&WII w aectl+d -ter 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - P 407.423.3106 /7-/7-3(a In -Place Density Test Report CI" UES T®duticiorr Todd IBoyd 2600 Lake Lucien Dme She 350 Maitland, FL 32751 4 Dm le Teslat 07/18/2017 rProject40s850s, SF Fiause Lots Area Tested: Lot 251 (298 Meng Brook) Type of Test: Material: Fill Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modred Proctor I I ' The tests IbeN n I rrrer i the nik & IN 96fi ndabw sob eompertmoar req*emw* of Labaralmy Proctor mavk wsn dry d TOO Nn Lior.ian of Test 9e bbl FW Day bbl Field sol FM Dqft Rd* Pam ar Fat flu AD nu 4 North Side of ped 0-1 ft 105.4 11.8 105.8 9.0 100 PITA Pae 5 south side of pad 11-211 105.4 11-8 1085 8.6 101 WA Paw 6 1 Eat side of pad 1 1-2ft 1 106.4 11.8 1 1083 1 9.3 1 103 1 INA I Pas: Remota` At the bore of - li 061 al not , Ii -I I' Hest peafoisoed in aide of pad I. Tn nn eh/:..h a w...h.el n.nb.d nn M 1 0— O..hl:.. end n.....wF.nn ell ronndn oro en rv.nFdnnl:el --%, ni n..i nl:nnln end e..N.n.:+e:nn UNIVERSAL W14435Z-;Ooe.0000 EKOINEI MKO S=EKCES RelimtDalm 7118rz017 3532 Maggie Blvd, Orlando, 32811 P-407.42&0504 -F:407.42&3106 '7. 17 37 In -Place Density Test Report i C6errt UES T, Todd Boyd 2600 Lake Lumn Drive Slade 350 Maitland, FL 32751 Date Tested: 07MUM17 Project 40s & 50s. SF Flares Lds r.a Area Tested: Lot 252 (302 Merry Brook) Type of Test: Material: Fill Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modified Proctor The bests 1 11 m wheel On mirdnrwsn SM MOM soli e 1 0; IIlk requviewmW of Labora" Prdhcioc drydewy Test Ift R 0 podgWm no nu FW DW pens* 604 Field 11110iWAe sal C 61101 nu Fill DqMb Pw*1 Pisa or Fai Imu 1 North we of pad 0-1 g 105.4 11.8 105.7 8.8 100 WA Pas: 2 South side of pad 1-2* 105.4 11.8 105.0 8.7 100 WA Pas. 3 1 East side of pad 1 1-2 ft 1 105.4 11.8 1 107.51 9.0 1 192 1 WA I Pas Rehoa - At the hoe aff - 6 rg footns memnot tat peslim - ed inaided pad n n Tn-n ohli..h • .n..1..01 n.nbn/:nn Ir. !h- M.Win on.I n..n.ehro.. .11 ne—,# . one —h—W-4 on onil n,UNIVERSAL EIiGINEEItIUi6 SCfEKCES C=Mkwft ImC,t- 3532 Maggie Blvd, Orlando, 32811 - P-407.42&0504 -F:407.42&31061 - ^, -7 3 g - In - Place DensityTe_ st Report UES Project Nw 0110.1401008.0000 rMalrwder Noy 931321" Report 7/182017 Client UES Ted -i— a— Todd Boyd 2600 Labe Lrrricn Drive Safe 350' MaillandT FL 32751 ., tTealuke 07/182017 Project Tlxxldx dce 40s & 50s, SF Hasse 1.o1s Area Tested: Cot 253 (306 Meng Brook) Tyne of Test; Material: Fill Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modified Proctor I The bmft be1or meet In n* inaam 96% Main sad compadbon vxpoemw* of L.aborafty Roclim maoan wn dry Tort Ro i L dTest an91 Do Wft on* AN Frdd ar D' ft Pell Fidel Sots nu FW 131,10. C RM w rannu 10 North Side of pad 0-1 ft 105.4 11.8 105.1 8.8 100 WA Pas: 11 SOU& We Qf pad 1-2 ft 105.4 11.8 1064 8.7 101 N/A Pas: 12 Eastside of pad , 1-2 ft 1064 11.8 10133 9.8 103 WA Pas: Rrsrlad i At the lints of tai-- s6 fo m- wane not d. test pMorlOed in pad. Tn nwleM/inti a .n..1..e1 n.nlnn/:nn M I Inn ror,.e11w nl:.n/w #A— 0..1.11.. e.w1 n..•..h.ew ell ronnAw aro w..brn:Na1 ew r.nnlrinn/:e/ nrnr.r1.. n! n..r n1:nnlw enA e.Ihnri el:r.n t UNIVERSAL 1.11MIN Hoc 0110.1401008A000 wortoor W- No: Wiwi" En,GlFA11=1=111110 wulmmu-n* Report Dale; 7/182017 rilseli{C$-r'.' i r1 Vp'i-lOMcer dr.s amr$rc n, -damview -ftAft%C0d*ah4* 3532 Maggie Blvd Orlando, 32811 .,P:407.42&0504 • F: 407.423.3106 % 7. P739 In -Place Density Test Report troutit ES Tedoric-i r Todd Boyd 2600 Lake Lucien Driine Sufte 350 t Wdland,r FL 32751 =Delle Tesbed: 07/182017 ProjectTlmvdx 40s & 50s. SF Hawie'Caft Area Tested: Lot 254 (310 Meng Brook) Tyne of Test: Material: Fill Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Top of Fill ' Laboratory: ASTM D1557 Modified Proctor The bests beloav meet bre w*&= re 95% ndabw sal oonrV alIn requirement of Labora0ory Proctor nraoftwn dry dera ft. Test R - I i 1.G awM dTw* Rmw D NWWWW 1P df Fido 1ky Dow*- one ' Fide soaFM ow nu C 1 NSPas ar Fai nu nu 7 North we of pad 0-1 ft 105.4 11.8 105.0 8.8 101 WA POs. 8 Satyr We of pad 1-2 ft 105.4 11.8 1057 8.9 100 WA Pas. 9 1 East side of pad 1 1-2 ft 1 105.41 11.8 1 107.9 1 9:4 1 1021 1 WA I Pas -- as: Rsnrarii At the fisc of 1d0 S61 Am sae not aoe arafed fest 5 o 6 it pad. 0 Tn aw ehl:wls a .r..1.re1 n...1enl:nn M 1/nn.er.e!'w nl:-nfw Hre f7..1./:.. en.I n..r.•nF.nw elf rnn,../w ern wr.Mrn:Mn. ew nnnP.en1:e/ nn,ror/.r nl n... nl:enlw erw e..{hnni.ef:nn nUNIVERSAL UES PI No: M ko do Na 90110. 1401008-OOW 3132 14-2 EMOINEERING SCIEKCES Report DOW 7II820I7 3532 Maggie Blvd, Orlando, 32811 - R 407.423,0504 - F: 407.423.3106 /7-1-240 In -Place Density Test Report clieftUESTIP F, riz -! Todd Boyd W26Lake Lucien Dnw Suft 350-=% end, FL 32751 WmeTesba 07111820I7 nwnixproject 40s & Ms. SF House L,ols Area Tested: Lot 255 (314 Merry Brook) Material. Fill Reference Datum: 0 = Top of Fill Type of Test. Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The Umb Ih dbav Corea.#00 aw66mul 9516 F111360 SW comp; INI "xP*ewwdC# Laboratory F%Gcbx Uwx*M= dry dense Too a Location etTelt 1111=6 Do ift OCR pff M*ftm Heid Dry Dmeft bun Fidd nu 5" campacam nu FM Dopth wft Pam w Falnu 4 HUM Skle of pad 04 ft 105.4 11.8 104.9 98 11W WA Paw. 5 Sou&h side of pad 1-2* 10&4 11-8 106-0 08! 11011 WA Paw 6 1 EWA sift of ped 1-21t 1 105.41 11-8 1 11052 1 9-6 1 103 1 WA I Pas: R - I AtIlmfisc ell 11 g6kcb www not aaea , - , was of in pad. I JI.q z. 4W I MUNIVERSAL Un Prvjeet Mlila 0110.1401008.0000 Ilmder Na 9C313214-1 Dai- 7/188017 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106 7 w 7 f In -Place Density Test Report CuEntUES Tecltnitaanc Todd Boyd2600LakeLucienDtireSlade350. , MaollaYtdp FL 32751 r -a,. 66 Tested: 07n&W17 r Pt'o, 11 Thontbtooloe 40s & W SF HousekUlls Area Tested: Lot 256 (318 Merry Brook) Tvoe of Test: Material: Fill Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modred Proctor The best ib elle r noeet the mmiu n= 96% Pd86w wA Bortpill, equoament of LabordbM Proctor nwoanaan dry dente T 1est 10 LocaNiondTest lige wxQ noigbmnai@WmDelnu a! Ono Ftald son RD FillField Depth paw or Fainu 1 North side of pad 0..1 fl 105.4 1 11,8 104.5 9.0 99 WA Pas: 2 South side of pad 1-2it 105.4 11.8 105.6 8.7 100 NIA Pas: 3 1 East side of pad 1 1-2tj 1 106:4 11-8 1 107-91 9.7 1 102 1 NIA I Pas. R At the time of testing loin: o not test peak me in pad. I r , t 4 Tn eelehl:nh a .hr.Inel n...bn/:..n M 1 Dr,hln enrf nr.rnehroe w11 ro.v+Ae ero errh.n:Me.1 wn r.nnF.bn:e/ n.nnerhr of /:en w enrl e.dhnri.etinn DESCRIPTION AS FURNISHED: Lots 249, 250, 251, 252, 253, 254, 255 cnd 256, - THORNBROOKE PHASE 5, as recorded in Plat Book 81, Pages 68 through 69 of the Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: C Taylor Morrison of Florida, u' Inc. TRACT B (LANDSCAPE/OPEN SPACE/SIGNAGE/WALL/FENCE/UTILITIES) >V 00009,03" yY 22.33' 22.00' 22.00' 22.00' 22.00' 10'00' LOT 256 10' LOT 255 10.00LOT -254 LOT 253 10'00 10.00 LOT 252 I 1 1 1 1 7. a 3' 2.0' ^ O'M n M F%T WILLOW ; 0 CUP.VE I O£LTA RADIUS LENGTH CHORD I CHORD BEARING Cr 1 05'56'10- 65 00 6 73 6 73' S 03'07'08" E C21 20'36'45" 65.00' 23.35 23 25' S 16'23'35' E 22.00' 22.00' 22.33' FORMBOARD: FOUNDATION: N koPLOTPLANONLY" NOT A SURVEY) 0 00 OPOSEO INFORMATION SHOWN O V_ BASED ON SUPPUEO PLAN to O AND/OR INSTRUCTIONS PER 0 CUENT(NOT FIELD VERIFl£D) a. O. m•vI vl•v7 go Q. CO PAVER DRNEWAY= 10 LOT 247 VER WALKWAY = 6 TRACT B (LANDSCAPE/OPEN SPACE/SIGNAGE/WALL/FENCE/UTILITIES) >V 00009,03" yY 22.33' 22.00' 22.00' 22.00' 22.00' 10'00' LOT 256 10' LOT 255 10.00LOT -254 LOT 253 10'00 10.00 LOT 252 I 1 1 1 1 7. a 3' 2.0' ^ O'M n M F%T WILLOW ; 0 CUP.VE I O£LTA RADIUS LENGTH CHORD I CHORD BEARING Cr 1 05'56'10- 65 00 6 73 6 73' S 03'07'08" E C21 20'36'45" 65.00' 23.35 23 25' S 16'23'35' E 22.00' 22.00' 22.33' LOT 251 '0.00' LOT 250 10.00' LOT 249 10'00' FORMBOARD: FOUNDATION: TOP OF FORMS 26.62'' LOT = 2,121 Lo LO O'O O'O O'O O'O n:.iYf r: Uj ' • Ary W) • Uy a. O. m•vI vl•v7 go Q. b): C) O. PAVER DRNEWAY= a rnm. AD 9 VERVERWALKWAY = 6 UI, IMPERVIOUS - 61.7 REDWOOD : REDW000 : BIRCH : BIRCH 5.7' 15.7' 15.7' R/W = 179 APRON= S1 APRON = 51 LOT 251 '0.00' LOT 250 10.00' LOT 249 10'00' ON LOT AREA GILCS: ON LOT AREA GILLS: R0 ; 16.8' ON LOT AREA GILCS: ON LOT AREA GILLS: SQUARE FEET LO (Z) LOT - 2,185 LOT = 2,121 Lo LO 2.0' PAVER ENTRY = 9 Q'O r'ui m O'O U ON BREEZEWAY - N/A atO. PAVER DRNEWAY= a rnm. AD 9 VERVERWALKWAY = 6 UI, IMPERVIOUS - 61.7 N; 1,J49 1.330 Soo = 76 Soo - 376 OFF LOT AREA CALCS: R/W - 179 R/W = 179 APRON= S1 APRON = 51 510EWALK = 112 SIDEWALK= 112 SW = 16 IVIAL REOW000 AREA = Z364 REDWOOD DRIVEWAY = 500 WILLOW 1'1 SIDEWALK = 118 5.7' o SOD -392 ON n3.7' j TJ. 7' LINE ON LOT AREA GILCS: ON LOT AREA GILLS: SQUARE FEET LO (Z) LOT - 2,185 LOT = 2,121 LIVING - 770 Lo LO GARAGE = 458 GARAGE = 458 PAVER ENTRY = 9 03 m rfj U ON BREEZEWAY - N/A LINE PAVER DRNEWAY= IAT 74A LOT 241 ON LOT AREA GILCS: ON LOT AREA GILLS: SQUARE FEET SOUARE FEET LOT - 2,185 LOT = 2,121 LIVING - 770 LIVING770 GARAGE = 458 GARAGE = 458 PAVER ENTRY = 9 PAVER ENTRY = 9 LANA 93 LANA - 93 BREEZEWAY = N/A BREEZEWAY - N/A PAVER ORAOEWAY-44 PAVER DRNEWAY= P AD 9 VERVERWALKWAY = 6 WALKWAY = 6 IMPERVIOUS - 61.7 IMPERVIOUS - 62.7 1,J49 1.330 Soo = 76 Soo - 376 OFF LOT AREA CALCS: R/W - 179 R/W = 179 APRON= S1 APRON = 51 510EWALK = 112 SIDEWALK= 112 SW = 16 IVIAL Soo = 16 AREA = Z364 AREA = 2300 DRIVEWAY = 500 ORNEWAY = 451 SIDEWALK = 118 SIDEWALK = 118 SOD -392 500 392 LIVING = 894 ON 34.7' 12.7 .t 12.7' .r 34.7' GARAGE 249 LOT 242. 245. 246 UNE LOT AREA GILLS: ON LANAI LT 244 OR 245 OTEOT CALCS:ENTRY= J6 N SQUARE FFET SQUARE FEET BREEZEWAY = N/A LOT = 2,090 LQ 2,090 PAVER ORNEWAY=215 m LIVING = 894 LIVING' - 824 2.0 PA R = 9 GARAGE = 249 GARAGE = 259 PAVER WALKWAY = 48 U PAVER ENTRY - 36 PAVER ENTRY - 68 144PERVIOUS - 60.0 z 29.58' 25.00' 25.00' 25.00' 25.00' 25.00 LANAI - 102 LANAI = 102 1,254 ' Soo = LOT AREA 527 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BREEZEWAY - N/A 'PAVER ORIVEWAY 261 Off• PAVER ORIVEWAY-225 DRIVEWAY = 261 RIW 306 ' I eJ ` 10' UnL: ESMT. AVER WALKWAY - 48 PVER WALKWAC PAO Y- 25 SIDEWALK 110 0 ; / 110 hIMPERVIOUS = 60.0 X IMPERVIOUS= 57.1 R Soo = 36 6 " SW 9 7 4 S00 a 3424 AREA = Z267 C1 15.28' 22. 00' 22. 00' 22.00' 22. 00' 22. 00' 22.33' R/W 176 R/w = 176 ORIVEWAY 255 - APRON J0 APRON = 30 SIDEWALK = 158 C2 SIDEWALK = 110 SIDEWALK = 110 so0 = s S00 J6 SW 36 G Q 8.8.)N 00009'03" W AREA - 2.266 AREA - Z266 Fly y ' IF LAS NOTE. PAVER ITEUS ARE NOT 'NOTE- PAVER HEMS ARE NOT S lA SIDEWALK = 158 SIDEWALK IJ5 p PROPOSED=FlNSHED SPOT GRADE ti o [INCLUDED IN IMPERVIOUS AREA MERRY BROOK CIRCLE (40' R/W) TRACT A INCLUDED W IMPERVIOUS AREA SOO 563 Sof 7 Q ELEVATIONS PER DRAINAGE PLANS G G GR LITS ' 07 V" 1L'•Y'R -SCOTT c ASSOC, INC. -LAND SUR V'YORJS 4L°° E. - 277-3232 1 DR FAX ORLANDO. 58 2836 PAL - !PNM ON ILK" DRAIN. • DRAVv4E D . DELTA Nona, .• LEGEND TTP, 7. TYFNMT4O i Lu. AMDDG SETBACK LINE C CVRD . SCALE 1 • = 20 DRAWN BY: I. TME UNVERSIDNED DOES HER'8Y CERTIFY THAT THIS SURVEY HEFTS THE MINIMUM TECWCAL STANDARDS SET FORTH BYIAC. ' . PNM Oi REVERSE CURVATURE CIIG . CIWN LINK FENCE CJ . CHORD KARIW DATE ORDER No. v .PLAT •. P.CL. •PNM OF COIQMD CURVATURE W&FC. • V® YOKEDLDCR UTIL UTILITY 71iE FLORIDA BONFD OF PROFF5570/IAL LANG SURVEYORS W CHAPTER SJ -17 OF THE iLOFDW AOMNISTRATTVE CODE -_-_ - 1P • MOiDPEPE .7 BRAD. . aADIAL' - PA _ • paINT Eti RgvA7UpE LK BENCHMARK 2 UNLESS EMBOSSED W7w SURVEYOR'S SEAL no SURVEY IS NOT VALID AND LS PRES£MED FOR wr'Y)RMAiipNV. PURPoSES Oh1Y PLOT PLAN 05-17-17 1734-17 TR. •[ROI ROD + -,,I H.R. • NON -RADIAL•: P.T.• PONTOF TANfENCr D'B• . BASE BEAR?G 1 THIS SURWY WAS PREPARED FROM TITLE INFORMATION FURANSHEIV TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS FORMBOARD FOUNDATION/ELEVS 07-14-17 2799-17 CFL COICRETE MXJENT PAL • PD1NT Or S -.GD&" MD . MAL l DISK SET [R. • PAGr.• POINT OF CWA7YOC.T DESC DES01UPTNN OR FASEAIEMS 1W1i AFFECT 7TK5 PROPERTY. l/Y TR ./IILB 55% Rx' ! F•c'RNATFNT Q-ERENCE KP9. ENT R • RADIUS R/V = R[ORr-VAT RE.- PECOVERED W' F.F.; • FINISHED FLUOR ELEVaTIDN L • ARC LEHG EENT. . EASEMENT 4. NO UND-RCROUNP WPRED FOR E S BEEN OTr OF THOLES OTHERWISE ANDSNIOWNSC&C. CALCULATED - _ ( CENTERLIK S. 7M5 SURVEY 5 PREPARED FOR TN£ SOLE BEN67T CF THOSE C£7P77FIED TO AND SHOULD N07 9£ Y ; F, V P ViTNESS PONT INORTH02"UPON BY ANY OTHER EHTw._ ImoTHIS BU401NGIPROPERTY DOES NOT 6• IN ls1ONS' S'+<M FOR THE LOCATIOF. OF WPR•NQFD'RS NERE.?V S:WIAD NOT BE USED 10 P.FCOTSTRUCT BOUNOART OAJES CERTIFIED BY, I 7. BEARINGS. ARF BASED ASSUMED DATUM AND ON THE LIN£ SHOWN AS 845E BEARING (BB) THE ESTABLISHED 100 YEAR FLOW PLANE AS d ELEVATIONS, !FSHOWN, ARE BASED ON NATWNAL GEO^EM VEROGAL OATW CF 1929. UNLESS OTHERWISET,^.M X DRU- VIEE ,'P..LS •4714 1 ,AMES W'. SCOTT. RL.S f 48C1ZONE X MAP f 7217'C 0055 F9. CERRFMAT OF AJMOTT7'JTI0N Na. 5986. I. 1 Job Addre N JUN 12 2017 177 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /0— f 7 L// Documented Construction Value: S =: ZIL' Historic District: Yes No 0 Parcel ID: 21-19-30-06 -0000-29h 0 Residential R Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY TOWNH HOME UNIT - THORNEBROOK PHASE s LOT NUMBER: Z56 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: itt-i1'- n ''11'- u • Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 Fax: 407-257-6940 City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: N/A Address: Phone: Fax: E-mail Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t1 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application ( on I i 1I 11 i 4 1 1 1 1 1 _ I * 00.0 20.07 x 00.52L'2 00.60611 ' 00- LOB 00.52 f f 00.0 1 it jl - I ell NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. SigneAre of ovmer/Age t TAYLOR MORRISON OF FLORIDA INC Pnnt Owner/Agent's Name Signatu -State of Florida1a, s .•. ;•* MY COMMISSION I FF209108 d, EXPIRES: June 27 , 0`19 ar BeeieiTANWhN rY Owner/Agent is YFS Personally Known to Me or Produced ID N/A Type of ID Signa of Contractor/Agent to JOHN ASA WRIGHT Print Contractgr/AgegVs Name of Notary -State of Florida ro`::'.:Nate D. A CLARK MY COMMISSION I FF2*106 EXPIRES: June 27, 2019 tbr wd"`O' Bw" TAN W Nary Sett m Contractor/Agent is YES Personally Known to Me or Produced ID NIA— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building V Electrical 29, 11' Mechanical 5?"' Plumbingg Gas Roof Construction Type: \% Occupancy Use: 9:s Flood Zone: x-5CE Total Sq Ft of Bldg: Z 6 Z Min. Occupancy Load: # of Stories: Z New Construction: Electric - # of Amps SO Plumbing - # of Fixtures 119 Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING- 1 UTILITIES: 6 '1S'/%WASTE WATER: ENGINEERING:+A"(G fl'yo'll FIRE: `/L 17'.131NG: `5r 44P /7 COMMENTS: C Ok to construct townhome with setbacks and ^ 2 impervious area shown. No additional impervious ZI CIM114 &5 I permitted beyond initial construction. Revised: June 30, 2015 Permit Application PCity of Sanford Planning and Development Services 181 Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison.of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 318 Merry Brook Circle Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-2560 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: Q New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP#17-1741 Reviewed by: Michael Cash, CFM Date: June 21, 2017 REQUIRED INSPECTION SEQUENCE Permit # 17-1734 thru 17-1741 Address: 290 — 318 Merry Brook Circle BUILDING PERMIT Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Electric Rough Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Plumbing Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In " 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description 10- Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final 1000 Plumbing Final PLUMBING PERMIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT - Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final I I B PPr a O Application for Right -of -Way Use for Driveway, Walkway & Landscape F O R I 4 Department of Planning & Development Services 1877 300 North Park Avenue, Sanford, Florida 32771 ww.,..nro.anyov Phone: 407.688.5140 -Fax: 407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the e, attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's r _ right-of-way. All requested Information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. J i // j/'' '^. RnMr.nMtibelow. vrY!'G 42 (/?/ i Cslleeroi.roudlt IM 1. Project Location/Address:J 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: jWIW; ,,/ e ^7V MC AIW SFA This application is submi by Property Owren Signature: Print Name: Yaf— /AMAK Address: I 4*A)4F#2X #41MA14 illt TS Phone: 07-&7-6440. Fax- Date: I f Maintenance ResponsibilitieslIndemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requester may, with written City authorization, remove said mstallaborYmprovement fully restoring the right-of-way to ib previous condition In the everd that any future conabuction of roadways, utilities, stornwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permAtee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public fight -of -way. If the Requester does not continuously maintain the improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, if necessary, file a hen on the Requeslors property to recover costs of restoration. To the fullest extent permitted by law. Requestor agrees to defend, indemnity, and hold harmless the City, its eouncilpersons, agents, servants, or employees appointed' elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (died, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's fight -of -way by I have mad d tyfjderstand above statement and by signing this application I agree to its terms. I here understand a! to PW61 city fees related to this application as required by the city's adopted Fee Resolution. Signature: 1, Tom/ Date: This permit shall be posted on the site during construction. r Please call 407.688.6080, Ext 5401.24 hour: In advance to schedule a pro -pour Inspection. r l Pre-pour'Inspection by: Date: F.rv'A 4 . # . i f .:..: Y.. ,fier aai •. i+ i : • o.<..... r., ' :.i...,.:»i: a x tICiaii,l8 d :.i•" r. : i.:.'••d:'• A.:.>...:drv..,.n :...+..+.+.. :.n..+:> .. :: . y X '' i}+.r r,.w... :V.: .+.t. G>h:. ew i •ixa. •t>va..> i: iii. ix,.•w.A'•w; r _ ..:3:: ..i ;; ...:. ,:"w•;?+.....•a x. ai.. i.....z.i:+.. r: l' :. w:....:. AppBratlonbio. •i S:i {:inw t >::. i:.ee: :Onto::>:::..:K...., s: •••z'i r•,a.: •:w w.'iu•.' ..S+i.' ..; ..;.a:N z: •.t•ri. ..:ii :.:ws;xAew;• c• •zss.+.o•> APill t. R@.V]@Yra ii:.R....::.i:a.>:>.s::;x:::: a:: ::••r.:.`i•:•: :: r•::: i' `' .i.••>.•i -''.::,.. >Iv.. :>.:i.: f•L ti..:I ..;:i a:ip eA.. ive:ic3 t";° • i:•:D i' a :.. 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SCPA Parcel View: 27-19-30-506-0000-2560 http://parceidetaii.scpafl.org[ParcelDetailinfo.aspx?PID=2719305060... I Owner. TAYLOROR MORRISONProperty Record Card Parch:27-19-30-506-0000-2560OOF FL INC scrw,acooum ndox Property Address: FL Parcel Information _ 1 Value Summary Parcel 27-19-30.506-0000-2560 Owner TAYLOR MORRISON OF FL INC Property Address FL Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE -5 Tax District S1-SANFORD DOR Use Code 00 -VACANT RESIDENTIAL Exemptions I Legal Description LOT 256 THORNBROOKE PHASE 5 PB 81 PGS 68 d 69 r— — -- — — Taxes I Tax Amount without SOH: $0.00 2016 Tax Bill Amount $0,00 Tax Estimator Save Our Homes Savings- $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2017 Wbrlung Values 2016 Certified Values Valuation Method Cost/Market CostrMarket Number of Buildings 0 0 Depreciated Bldg Value 1 sol 0 Depreciated EXFT Value Land Value (Market) 1 1$18.300 10 0 Land Value Ag SJWM(Saint Johns Water Management) 10 JusUMarket Value •• 18,300 10 Portability Adj Save Our Homes Adj T $0 0 0 Amendment 1 Adj 9,667 r0 P&G Adj s0 i 0 Assessed Value 8,633 0 Tax Amount without SOH: $0.00 2016 Tax Bill Amount $0,00 Tax Estimator Save Our Homes Savings- $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value LOT i 1 County General Fund I 8,6331 s0 8,633 Schools 18,300 sol 18,300 City Sanford 8,633 0 8,633 SJWM(Saint Johns Water Management) 8,633 sol 68,633 County Bonds 8,633 so[ 8,633 Sales Description Date Book Page Amount Qualified VactImp No Sales Find Compare Salsa Land Method Frontage Depth Units Units Price Land Value LOT i 1 1l 18,300.001 $18,300 Building Information Permits --- Permit S Description Agency Amount CO Date Permit Date 1 of 2 6/12/17, 11:05 AM LIMITED POWER OF ATTORNEY DATE: EREBY NAME AND APPOINT: Daphne Clark, Gustav Botes, Jennifer White, KarenMcAdams, Alison Pefrotti, Anthony Perrotti EACH AN AGENT OF: TAYLOR MORRISON TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A BUILDING PERMIT FOR WORK TO WBEERFORMED AT 410001. LOT NUMBER: SUBDIVISION: ADDRESS: ;7 - 211 % PARCEL ID : 27 — I q 0000 - __0 AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. JOHN ASA WRIGHT NAME OF CONTRACTOR.) SIGNOURE OF CONTRACTOR.) i STATE CERT. ti! CBC 1257462 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument wa a owtedg befor me this: DATE: BY: JOHN A A WRfGH Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. NAME: Kimberly Carter My Commission # F6 My Commission Expires NOTARY: I 29021 91712 0194 F R : NOTARY SEAL. REOUEST FOR TUG & PREPOWER AGREEMENT Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: i Project Name: Project Address: Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. Z. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including atpmey's fees. 4. Prior to pre power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. S. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AJU). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. 1 Print Name of OwnerfreAnt gnature of Owner;l e t JURISDICTION EMPLOYEE NAME: JURISDICTION: Print Name of Gen. CoI A I r a gnature of Gen. C r C' SC/2 S7y.62 Gen. Contractor License # Print Name of M. Contractor Y"h 9 — Signature of El. Contractor ECWCOEAW El. Contractor License # CALLED INTO: b Progress Energy o Florida Power and Light on _/ , ./ Rev. 4/20/07) Parcel ID Number: 2q,l 1 -aSb6 --6 O- X 0 Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. il0ili !fill Bill !lilt Illll f!I!I ill! I!!I F'r tur HALO'rr SENINOLE C:OUNrY OF C.I R.CUI T COURT & COI' PTROLLER BK. I'_a 1811' ( 11-''3:. ) CLERK'S T 2017066881 REidIRCo..0 1.16131J/2017 RE (1;.:DI NG FEE.-, $10.1)(1 RECORDED B3. rdtemp The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property : LOT Legal Description : Thornbrooke Phase according to the plat thereof, as recorded in Plat Book Page&1 47 of the public records of Seminole County, F rid Addresses : /7Li Sanford FL 1 2. General description of improvements : Single Family Home Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT r O ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN N RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULTf",,ti CO YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.L'aV4 cosi = li tc.i d 11. Date Signed : Signature of Owner's Agent: /1- o `"" o hn Asa Wright 4 Cr 40 Taylor Morrison of Flori C. $ o r Sworn to and subscribed before me this by John Asa Wz nally known to me. O 0 W vukM `l P$•i No N p UJ cc ONotaryPublicDAClark My commission expires: 6/27/19 * ems° o 000 Serial No. FF 209108 a,,,,,,,rNotary seal:W o z AND- ccWJzUi > vv4v, m Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. 9 COUNTY OF SEMINOLE IMPACT FEE STATEMENT I STATEMENT NUMBER: 17100003 BUILDING APPLICATION #: 17-10000395 BUILDING PERMIT NUMBER: 17-10000395 l-1-7141 z(pG, -203 DATE: June 29, 2017 3 (0,;k I ?" UNIT ADDRESS: MERRY BROOK CIR 318 27-19-30-506-0000-2560 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUP: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: TOWNHOME TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 318 MERRY BROOK CIR THORNSROOKE PH 5 TOWNHOMES LOT 256 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A 00 000 dwl unit 00 FIRE N/AN/A RESCUELIBRARY 00 CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOL$ CO -WIDE ORD MMultifamily 2,450.00 1.000 dwl unit 2,450.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 2,883.00 RECEIVEDTBY : •{ I Y `LTS w% ; J SIGNATURE : PLEASE PRINT NAME) DATE: 7 NOTE TO RECEIVING SIGNATORY APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT - 2 -FINANCE 4 -LAND MANAGEMENT NOTE** IjPERSONS EACOUNNTTY ROAD, FIRE/RESCUE, STATEMENT AND/OR DUE EDUCATIONAL THE ISSUANCE OF A BUILDING PERMIT. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 'SOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. n RECORD COPY Monta Consulting & Design of WMR and Associates, Inc. Mayflower Center Phone (407) 681-1917 222 S. Westmonte Drive, Suite 100 Fax (407) 681-1920 Altamonte Springs, FL 32714 Certificate of Authorization #9177 Sitework, Permitting, Commercial / Industrial Building Design, Residential Engineering, Project ManagemeII''t 5 r ONG ai May 31, 20175/31/2017 Si, NF O City'of Sanford Building Department oEpAR 300 N. Park Ave. Sanford, FL 32771 REFERENCE: Taylor Morrison- Lot Release of Master Plan Seal for Thornbrooke Building Lots 249-256) (8-plex) (Classic) To Whom It May Concern: This; letter authorizes Taylor Morrison to use the Master Plan Seal on record for the 8 -Unit building type for (Lots 249-256) (8-plex) in the Thornbrooke subdivision in Sanford. The structure shall be built in strict accordance with the Plans with no variations or changes. The Plans are fully engineered by Monta Consulting and Design and in compliance with the FBC, current edition, as amended. w Please call my officei u ha 1%% aplt I i Sincerely yo` yQ.*go •' c. i N .81439 g • Bryan E. Dahge'-,P.E. Florida Lic. No. 81439 5/31/2017 ons concerning this letter. 1Le signed &tad sealed sheat aontalned in this Master Plan set are for use on multiple jwxitea A signed and sealed eertHkatioo otter must be produced tram Mont& Consulting and Design for each actual use of this Master Plan Seal Indicating the site specific locatiot>, i.e. LOt or street address for the structure. NOT VALID unless this stamp is in RED INK t RECORD COPY Monta Consulting & Design of WMR and Associates, Inc. Mayflower Center Phone (407) 681-1917 222 S. Westmonte Drive, Suite 100 Fax (407) 681-1920 Altamonte Springs, FL 32714 Certificate of Authorization #9177 Sitework, Permitting, Commercial / Industrial Building Design, Residential Engineering, Project Management J DING June 7, 2016 City of Sanford Building Department 300 N. Park Ave. Sanford, Florida 32771 REFERENCE: Taylor Morrison — Master Filing for Thornbrooke To Whom It May Concern: For a period of not more than one year, this letter authorizes Taylor Morrison to Master File the following model number(s) for permitting for the Thombrooke subdivision for the City of Sanford. The structures shall be built in strict accordance with the Plans with no variations or changes. The Plans are fully engineered by Monta Consulting and Design and in compliance with the FBC, current edition, as amended. Models to be permitted: 8 -Unit Townhome (Revised) To satisfy Florida Law requiring the notification to the Engineer of Record as to specific site location and conditions, a signed and sealed certification letter must be produced from Monta Consulting and Design for each actual use of this Master Plan Seal indicating the site specific location, i.e. lot number or street address for the structure. Please call my office if you have any questions concerning this letter. Sincerely yours, E. DigitallyPy`cEN+ signed by SANFORD Bryan Dahlke BUILDING DEPARTMENT Date: MASTER FILEi mM.ewnnmm. aa...M.. or, \\.` W.. "'"'" w"'"' 2017.05.18 PLAN111111\\\ • Inver• "." O.w.eN.n "^' nmlr ver.. Bryan E. Dahlke, PE 17:14:42 Florida Lic. No. 81439 -04'00' May 18, 2017 DESCRIPTION AS ZONI FURNISHED: Lots 249, 250, 251, 252, 253, 254, 255 and 256, THORNBROOKE PHASE 5, as ---4 recorded in Plat Book 81, Pages 68 through 69 of the Public Records of ON Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Taylor Morrison of Florida, Inc. a i PLOT PLAN ONLY Z NOT A SURVEY) b 00 PROPOSED INFORMATION SHOWN o BASED ON SUPPLIED PLAN to O x AND/OR INSTRUCTIONS PER o - 3 CLIENT(NOT FIELD VERIFIED' Co 4 LOT 247 8P 1-7 -1.7 3 L( Ok to construct townhome with setbacks and P RAT o LOT 253 10'00' I.P. TRW PIPE Impervious area shown. No additional impervious IbAI'E permitted beyond initial construction. I CIL COCRETE IORFE167 T 11L . yr LIL KD 139E CAM cuRvE DELTA RADIUS LENGTH CHORD CHORD BEARING C1 1 05'56'10' 1 65.00' 1 6.73' 6.73' S 03'07'08' E S4. C2 0'36'45' I 65 DO' 1 2J38' 23 26' S 16 23 35' ETRACTB (LANDScAPf/OPEN SPACEjsIGNAGE/WALL/FENCE/ununES) N 0009.03•• W 22.33' 22.00' 22.00' 22.00' 22.00' 22.00' 22.00' 22.33' LOT 256 CA! PAVER nZO' 316 a PROPOSED 2.0' ATTACHED v RESIDENCE a e 4 4 F.E e26.6' Hy WTLLOW m p PAVER 29.58' DRIVE PROPosED_nNSHEb SPOT:.im4 iE ELEVATIONS PER, DRAINAGE PLAN LEGEND P RAT o LOT 253 10'00' I.P. TRW PIPE LLL WIN ROD CIL COCRETE IORFE167 T 11L . yr LIL KD 139E CAM RECOVERED r rmwfi CERMED 8Y: TON x C4U! 10.00 LOT 255 ON LOT AREA CALM f0' LOT 254 o LOT 253 10'00' f0'ODLOT 252 LA** - 770 LOT 251 10.00J LOT 25010.00' Co LOT 249 10'00 E LANAI - 93 Nnr 94a Nnr 9u BR ZEWAY - N/A AC AC BREEZEWAY - NSA PAVER DRIVEWAY. 251 PAVER WALKWAY -•PAVERWALKWAY AC PERWOUS - 62.7 16.8' 1.330 S4. 37 - OFF LOT tHA 9 R/W - 179 S.z 16.8' 20.0' 7.2 LANAI SOD - Is o LANAE A LANAI' e LANA MVESVAY : 500 LANAI SOEWALK - 116 tANa SOD 392 Soo -392 SOD = 36 SOD t J- AL A . f AREA - 2.266 AREA 2.266 DP dEWAY = 255 DRIVEWAY 291 o 16.8' 1.15 3 3' 578 3' rnT ESTABLISHED 100 16.8' B. t1EYATk2'& * --WWK ARE BtSED ON NA11044L CECDEK VER-.C1L DAR/M OF 7929. uNLrSS OniEPMSE NOTED. ZONE X MMu% f 121174: 0055 F 9. O:Q:U?C.UE Or AUTNOMATION N.. 43Pe. 7.2 ENTRY 2.0 311 3 310 3 3 3 3PROPOSEDPROPOSED • PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED ATTACHED a p ATTACHED n o$ ATTACHED1 i ATTACHED n o ATTACHED•u i ATTACHED no o ATTACHED 2.0 RESIDENCE CD O RESIDENCE P q RESIDENCE 00h RESIDENCE o P RESIDENCE oh RESIDENCE on RESIDENCE oMi 00 OMi 0 0 ohi 00 obi DMT7 Dpi V) y to H h h REDWOOD BIRCH BIRCH REDWOOD REDWOOD WILLOW M7 PAVER PAVER PAVER PAVER 5.7' E 5.7' 15.7 ENTRY 3.7 i o e 0 3.7tii c PAVER M 2 c 7' Mi PAVER o 7' ON LINE r fE 9' DVIRY9• d f 12.7'34.7' 12.7' + 16' 9' 9' 9' kPAPAVERPAVER PAVERF PAVER PAVFER PAVER PAVER DRIVE DRAB PAVER PAVER PAVER PAVERDRIVEWALKDRIVEWALKWALKWALKWAUL DRIVE DRIVE 25.00'- 25.00' - 25.00' - 25.00' - 25.00' - 25.00' - 25.00 At w 61 10' I&A MIT. 36 cI+ - C 1 15.28' CD 5, WP X - DL. - PDDrt M.LMc oM. • TYPICAL Pat. • PDDR 6 W.T KE MVATI.M P=t •.PW OF C0*MX ICURVAIWERAD' .:. P FAL I.. U PILL POINT D0 T O0: BEGIONP.T. II JR L t:IPfJRWaM R02REMCE M RSC` rF. FIMTNED rL= ELEVATEN L f 4?7 J,7LfES 5:1011 P..L.S Y NOTE: PAVER FNELIS AIS NOT LILTED W IMPF3M0115 AREA 22.00' 22.00' 22.00' 22.00'S' WC0/ 1- 22.00' 22.33' CURB _ ...... ....._.... B.B.)N 00°09' 03" W MERRY BROOK CIRCLE (40' RIW) TRACT A •Mme PAVER RENS ARE NOT RIE.iLWED M q/PFRV101lS AREA V ON LOT AREA CALLS: ON LOT AREA CALM SOLNRE FEET o LOT - z. 185 00 LA** - 770 LINNB 770 ON UNE Co m E LANAI - 93 Nnr 94a Nnr 9u V ON LOT AREA CALLS: ON LOT AREA CALM SOLNRE FEET SOLNARE FEET LOT - z. 185 LOT LA** - 770 LINNB 770 CA2SGE 458 WE - 458 PAVER ENTRY - 9 PAVER ENTRY : g LANK. - 93 LANAI - 93 6t4EE'EWAY - N/A BR ZEWAY - N/A PAVER DRNEWAY-J44.. Pq/A VER ORlVEWi 4 BREEZEWAY - NSA PAVER DRIVEWAY. 251 PAVER WALKWAY -•PAVERWALKWAY 6 IMPERVIOUS - 61.711 PERWOUS - 62.7 1.34 1.330 SOD - S7SOD 37 - OFF LOT tHA IMPER'AOUS- 57.1 .L R/W - 179 R/W - 179 APROM • 51 APRON- 51 SIDEWALK = 112 SIDEWALK - 112 SOD - Is SOD - 15 A R/W - 176 AREA - 2.364 AREA -2.300 MVESVAY : 500 DRIVEWAY - 451 SOEWALK - 116 SIDEWALK - 118 SOD 392 Soo -392 IIDT 242 91T 9" IAT 941 CW 919 ON LOT AREA MM QY LOT AREA CALCS: SQUARE FFET SOWRE FEET LO - 2.090 LOT 2.090 LAINC = 894 LMNC 824 CARACE -249 GARAGE 250 PAWL ENTRY - 36 PALER EMILY U8 SCALE H- i' - 20' -- DRAWN BY: ••• CC.D. BREEZEWAY - NSA PAVER DRIVEWAY. 251 PAVER ORIVEWAY-225 ORIVEMY 261 P k,7,hAY- VER WALKWAY - 48 PAVEPAD 25 IMPERVIOUS= 60.0 T IMPER'AOUS- 57.1 .L 1.254 1.194 SOD - S27 SOD 542 A.LOT 3. n15 SURVEY WAS PREPARED FROM TIRE MORUMM FLMSNED TO THE SURVEYOR nIERE ANY BE OTMER REFFINCTOIS R/W - 176 a 9CR APRON = 30 APRON 0 S/DEA'ALR = 110 SIDEWAlX 110 SOD = 36 SOD 36 J- AL A . f AREA - 2.266 AREA 2.266 DP dEWAY = 255 DRIVEWAY 291 SIDEWALK - 156 SIDEWALK 1.15 SOD SOD 578 TT& A SEO C. INC. - LAND SUR VEYORIS 540 27- 23COLONIAL DR. ORLANDO, F IET31A= LINE b SCALE H- i' - 20' -- DRAWN BY: ••• CC.D. DOW11EDHOmDCA'YNG IIADER5IE' 1 DOES NEILEHY CE7R7iY TENT TN6 SURVEY MEE75 INA AN011M 7EtODT1Glf. SONDAR05 SET F11TM BY WIE S VIAL. UTILITY 7W FLOIDDE BOARD OF PROFESSOMI. LAND SURVEYORS; N CHAPTER SA -17 Of 111E FLOM01 ADIlKS7RAME DOGE BLOCK CURVAILK 11A_IEWDGVJX 2 UNLESS EMBOSSED RUIN ARMORS SEAL, na SURVEY S NOT VALID AND 6 PRESENTED FOR NFOR1I4710044L PINWO6ES ONLY. PLOT PLAN 05-17-17 TANGEC1 YD NyL RAN & 3. n15 SURVEY WAS PREPARED FROM TIRE MORUMM FLMSNED TO THE SURVEYOR nIERE ANY BE OTMER REFFINCTOIS Sr R/V Rffi AT on EASOM Twr AFFECT 7NBS PROPERLY. MS 7/ Op t. EA:DENIDIE.'" 1. NO LQA7EACROUNG LNRDVOIOFIS HAVE BEEN LOWED UNLESS OMERHDSE SNPATI. f CENIEA be. S. nDS SURVEY L9 PREPARED FM INE SOLE BENERT a 7WSE CERI!F]fD TO AND SHOULD NOT BE VP. WITNESS POINT NORTH RELIED UPON BY ANY OWA EMITY 6. PWNSIDYS ROW FOR TIS LOGITIMs OF AOW&MthITS HEREON SHOULD NOT BE USED TO RECCAISMICT BOLAVARY LINESRBSSLIMC/PROPERfl' DOES NOT UE WR OY 7. P.C4M7L'S. ARE BUSED ASSUMED DAPJAI AND CN RIE LINE DOM AS ASE "M (18.) rnT ESTABLISHED 100 YEAR 1100D PLANE 4S PER fiRM' B. t1EYATk2'& * --WWK ARE BtSED ON NA11044L CECDEK VER-.C1L DAR/M OF 7929. uNLrSS OniEPMSE NOTED. ZONE X MMu% f 121174: 0055 F 9. O:Q:U?C.UE Or AUTNOMATION N.. 43Pe. M DESCRIPTION AS ZONI FURNISHED: Lots 249, 250, 251, 252, 253, 254, 255 and 256, THORNBROOKE PHASE 5, as -4 recorded in Plat Book 81, Pages 68 through 69 of the Public Records of UNE_ PLOT County, Florida. PLOT PLAN FOR / CERTIFIED TO: Taylor Morrison of Florida, Inc. s • NPLOTPLANONLY koNOTASURVEY) PROPOSED INFORL64TION SHOWN p V - BASED ON SUPPLIED PLAN to O AND/OR INSTRUCTIONS PER e A 3 CUENT(NOT FIELD VEP.IFIED) Co OLOT 247 4 U O U Wj P4 P V7 -.1731S Ok to construct townhome with setbacks and impervious area shown. No additional impervious CURVE DELTA RADIUS LENGTH CHORD CHORD BEARING uXTE t40 permitted beyond initial construction. C1 ` 05'56'10• 1 65.00' 6.73' 6.73' 1 S 0307'08' E TRACT B (LANDSCAPE/OPEN SPACE/SIGNAGE/IrIALL/FENCE/UTIUTiES) „ C2 20.36'45' 65.00' 23.38' 1 23.26' S 16.23'35' E N OOe09' 03 W 22.33' 22.00' 22.00' 22.00' 22.00' 22.00' 22.00' 22.33' LOT 256 R PAVER ENTRY 318 3 PROPUSED A ATTACHED F, RESIDENCE c Lr, f.E X26.6' WILLOW m PAVER 29.58' DRIVE 10.00, LOT 254 LOT 253 10.00' LOT 251 10.00' PROPOSE-nNSHE SPOx .GRADE Y, LOT 249 10.00• Q ELEVATIONS P£R. DRAINAGE P=LAW, AC 1 i1Y YAR - AC L/rL AC LEGEND • 1 ' "L' • POOR of 1.11E ll 16.8' rn. • TIPICAL 9 I. PUT P.". • PDDR OF W M CMVATLNE % 5.z r . n= Mt. s PttmlT OF (OIIRNOf 0"Allm CPAAIIGL 20.0' 7.2' E!. • Im PIPE RAO' . 1 , ' LL - IM ROD NA • 1#RADIAL P o LANAI CJL WeRm 10 ,> IIp,I POINT0F6 GDAIDaO m LANAI SST LR. < V!' LIL AAll 43% • MJr1A i.iFPEA,ANDIT RETEPENCE NY p LANA Fr. • FSWb FLOOR ELEVATM L CM.C. • RECOL DC Rlw - 176 CERMED BY: WWW APRON = 30 TOM X. G4USEn:'M i 471 I JAbES S.':OTI. I 10.00 LOT 255 10.00, LOT 254 LOT 253 10.00' 10.00 LOT 252 LOT 251 10.00' LOT 250 10' f f00' LOT 249 10.00• k6AC O) AC C AC AC 16.8' S ' 9 PAVER DRIv-MY= WO 5.z 16.8' 20.0' 7.2' LANAI o LANAI LANA, ' m LANAI LANAI LANA 00 375 Rlw - 176 m APRON = 30 APRON - 30 fs qo AAPRON - S l6.8' 343' St7p - 16 A AREA - 2.266 AREA - $364 AR EA = 2.300 1SOD ORNEMY . SOD DRIVEWAY 451 SIDEW" - 1 t6 SIDE%ALK -its 500 -392 S00 7.2 C 4801 ZONE X AL'P 0 121170 JOSS F P. CER-MCATE OF AL4hCRIZATION W. 4520. M DORY2.0 31y 3 310 3 30(o 3 302 3 248 3 26) N 3 290 PROPOSED PROPOSED • PROPOSE PROPOSED PROPOSED • PROPOSED PROPOSED ' ATTACHE an ATTACHE n ATTACHE h ATTACHE ,ui o ATTACHED •u^i o ATTACHED ho p ATTACHE 2.0 RESIDENCE 00 n RESIDENCE o$ RESIDENCE o RESIDENCE o RESIDENCE o RESIDENCE C O RESIDENCE a oNi t+mi a mon, Komi In EA H to h UT F.F.E-26.6' F.F.E=26.6' F.F.Ev26.6' F.F.E=26.6' F.f.E=26.8' F.E=26.6' F.Ee26.6' h REWOOD REDWOOD BIRCH BIRCH REDWOOD REDWOOD WILLOW n PAVE? PAVER PAVER PAVER 5.7' E S. 15. kPASWR c 3.7'i 0 3.7%i e PAVER Mi 2 7' o T3.7' ON LINE fE Y • 9'9'ENTRY a 12.7' 34.79' 12.7' r 9' fPAVER 9'16' PAVER PAVER PAVER PAVER PAVER PAYER ERNE ORNEPAVER PAVER PAVERDRIVEWALKERNEWALXWALKWALK ERNE ERNE 25.00'- 25.00' 25.00' - 25.00- - 1 25.00' - 25.00' 25.00 1r W j PByy' 7•• Hc. "C1 15.28' NOTE PAVERNOTNVA 22.00' 22.00' 22.00' 22.00' 5' mac• 22.00' 22.33' CURB 8.9.)N 00009'03- W MERRY BROOK CIRCLE (40' RIW) TRACT A MOTE- PAVER REIMS ARE NOT B ULMIED N a/PERVIOLIS AREA ON LOT AREA CALMS ON LOT AREA OKCS SQUARE FEET Lio LOT - 2,165 o LIYNG - 770 k6 ON UNE O) PALER ENTRY = 9 Co m Cf) BREEZEWAY - N/A BREEZEWAY N/A ON PAVER DRIv-MY= WO UNE nr *A4 ON LOT AREA CALMS ON LOT AREA OKCS SQUARE FEET SQUARE FEET LOT - 2,165 LOT - 2.::1 LIYNG - 770 LANG - 770 GARACE 456 GARAGE = 458 PALER ENTRY = 9 PAVER ENTRY = 9 LANAI• 93 LANAI 93 BREEZEWAY - N/A BREEZEWAY N/A PAVER DIBVEWAY-44 PAVER DRIv-MY= WO PAD - IWP PADWALKWVERWALKY= 6 PAVER Y- 6 IMPERVIOUS = 6 t.7 NPERVXW = 62.7 1.349 1.3.E SOD- 37 00 375 Rlw - 176 A CAL APRON = 30 APRON - 30 APPWON - 579 AAPRON - S SIDEWALK = 112 SIDEWALK - 112 16 St7p - 16 A AREA - 2.266 AREA - $364 AR EA = 2.300 1SOD ORNEMY . SOD DRIVEWAY 451 SIDEW" - 1 t6 SIDE%ALK -its 500 -392 S00 LOT 242 24? 246 LOT 244 OR 24S ON LOT AREA CALLS ON LOT AREA CALCS: SQUARE FFET SOUARt FEET LO -2.090 LOT - 2090 LkNG - 694 LANG 624 GARAGE 249 GARAGE 259' PAIR ENTRY - 36 PAVERLANVEPARY6G 1NE FLOIWA BEARD OF PROFE5570" LAND SVRWYOPS N CNAPOt SJ -17 OF ME FLORIDA AOVDVLSII IW CODE BREEZE1YAv .NSA PAVER DRIVEWAY- 261 PAYER D.RWRAY=225 DRIVEWAY - 261 PVER P ",;MY. WALKWAY - 48 VER 25 IMI^ERVVM m 60.0 x DJKRVWS- 57.1 .S 1154 1.194 SOD - 527107SOD I = 42 Rlw - 176 R/W - 176 APRON = 30 APRON - 30 SIDVAIALK . 110 SIDEWALK = 110 SOD = 36 SOD - 36 TOTALAr. AREA 2.266 AREA - 2.266 DPrVV``AY 255 pRIVEtYAY 291 S OPAALJI - 156 slorWALK - 135 SOD SD0 578 yCOTT R• ORLANDO, Lac ASSOC. INC. - LAND SURVEYORS-, 407 277°3232 X28376 scTaMx LDE A - narA NDTts SLUE - t• - 20'----1 DRAWN M1 ••' A CAM LDAs FDLL GIL tHn AsING 1. 1NE V040SC" DOES 09MY CDAYY TINT THIS SURVEY hUM ASE AI MINI TMOOM STAMHROS SE7 FOMN BY DTE V=m FD4E UT1L. . UTRITY 1NE FLOIWA BEARD OF PROFE5570" LAND SVRWYOPS N CNAPOt SJ -17 OF ME FLORIDA AOVDVLSII IW CODE Na__ PLIDCOICETE XAt1RE M 2 Lum E somm RIM svrmtw$ SEAL. 1N6 SLNVEY 6 ROT vAuO ARD Is PRna m FOR B9LRMAwmL PIlrma Car PLOT PLAN 05-17-17 1734-:7 LL tIA¢"DAG POD:t IF TAIGDK-1f 1uD . NAIL E DISI. DML 3. no SURVEY WAS PREPARED FIRM MEE 00DOO ATDN FV1WSITED TO THE SURVEYOR PIM MAY BE MER RE31RIC1DFLS R/V . R16Nt• OR GASDMORS ?)Ar AFFECT 1105 PROPE771Y. AnESCAlDISDI BMT. • EASM41 NIC 4. NO UA'DENGROLIWD 40WOVEMENIS LMYE BEEN LOCOED MESS OMERWISE SHO•AY LEN" 4,.' LigTEALDE- NORTI•i 5-1W SLOW, 6 MYARED'FOR THE SOLE BENEM Of nM CEARF1m TO AND Si1011LD NOT BE VP. • VRWSS POINT RELIED UFS M. AN' ODER EMDY THIS 6LHLDD46/PROPERTY DOES NOT UE IMM.IN 6. W ENS AVS SHOW FOR ME LOCATIAV OF IMPROYMMS N,71EON SHOIRC NOT BE USED TO RM,% -An UCr BOUMIARY LIVES. 7. BP4RNC5. APE S -- ASSIMED OAPJN AND CN TIE LIVE SPV#N AS BkX BEAFMW (S.LL) TiiE ESTABJ4+£D IOD YYA4 r1CAD PLA rE 45 PER fiP.M• B. areATMK IF SWAN. ARE BASED ON kATAR4AL Crf#OC FJt71CAL aMPA OF 1929. LWBP'S OMLPIISE N011D. C 4801 ZONE X AL'P 0 121170 JOSS F P. CER-MCATE OF AL4hCRIZATION W. 4520. DESCRIPTION AS zo FURNISHED: Lots 249, 250, 251, 252, 253, 254, 255 and 256, THORNBROOKE PHASE 5, as - recorded in Plot Book 81, Pages 68 through 69 of the Public Records of OA Seminole County, Florida. LIN PLOT PLAN FOR / CERTIFIED TO: Taylor Morrison of Florida, Inc. PLOT PLAN ONLY bNOTASURVEY) Co PROPOSED NFOR"'PON SHOWN C BASED ON SUPPLIED PLAN to O AND%OR INSTRUCTIONS PER o CUENT(NOT FIELD VEP.IF ED' Co LOT 247 En U Q 0 U W 1-73b • Ok to construct townhome with setbacks and T0.00LOT 254 LOT 253 10.00' iD.00LoT 252 LOT 251 10.00' LOT 25010.DO' LOT 249 10.00' impervious area shown. No additional imperviousI 5,a' Cis beyond initial construction. AC AC AC C AC AC cuRti- DELTA RADI S LENGTH CHOPO CHORD 9F4R NG 20.0' 7.2' 05'56'10' 65.00' 6.73• 6.73' S 0307'08` EIDATEpermitted LANAI e C2 I20'36'45' cA 65 00' 1 2338- 1 23 25' 1 S 16'23'35 ` ETRACT8 (LANDSCAPE/OPEN SPACE/SIGN4GE/WALL/FENCE1Lmv IES) N 00°09.03" W 'k 22.33' 22.00' 22.00' 22.00' 22.00' 22.00' 22.00' 22.33' LOT 256 AL 2 S PAVER rENTRIII38PROPOSED 2.0' ATTACHED a RESIDENCE C 0 4 V, h I%Y WILLOW ON I I 1 34.7' UNTI' h 1 16' m PAVER 29.58' DRIVE XRqPosED-nNsHEv SPOT •GRADE QivwiONs PER%DRAINAGE PLANET' LEGEND ' P • PLAT r . rI3D LP. UM PIPE Lk • IRON ROD CA . CD>CRETE 100>O11 W VY LR..!LD 4194 ITEC RECOVEJIED MAIL . testa W.% CERTInED 9". TOM X. GFU! fODOLOT 255 T0.00LOT 254 LOT 253 10.00' iD.00LoT 252 LOT 251 10.00' LOT 25010.DO' LOT 249 10.00' P.T. AC AC AC C AC AC 1&B' 5.2' 9 PAYER DR.'VE TXY= 5.z 16.8' 20.0' 7.2' LANAI o LAN41 LANAI m LANA LANAI LANAI e SOD - J7' cA A R/W = 179 R/W ' - 179 IS APRC - 5/ 0 ' 16.8' 3 3' AREA = 2.3W.+ 3.300 DRIVEWAY = 500 S SIDEW ALK = 1t6SIDEWALK 113 SOD = . SOO = EASDEYI 7.2 T E-- OLH M- NORTH S' DOS SI/RVLY IS PREPARED FOR ME'SOLE BDIERT CF TIRTSE Cows TO AnO 90" NOT BE VP. VDrtss PONT POINT ENTRY 2.0 ly 3 310 k 30ta 3 302 3 248 3 211 3 290 n PROPOSED • PROPOSED • PROPOSED • PROPOSED • PROPOSED • PROPOSED • PROPOSED ATTACHED I^A ATTACHED n ATTACHED n ATTACHED q ATTACHED •Ilii ATTACHED n ATTACHED 2.0 n RESIDENCE o o RESIDENCE 06 RESIDENCE t0A o RESIDENCE oln IS RESIDENCE tooRESIDENCE oIn o RESIDENCE a to coOHi w 0 w Toa Vf y h H H H F.F.E.=26.6' F.F.E=26.6' F.F.E=26.6' F.F.E=26.6' F.F.E=26.6' F.Ee26.6' F.F.E=26.6' h REDWOOD BIRCH BIRCH REDWOOD REDWOOD WILLOW h PAVER PAVER PAVER PAVER 5.7' ENW 5.7' 15. aIo o 3.7 Qi a c 17tii PAVER a 2 7' h PAVER 3.7' ON UNE 1E7 0' 9'9'v 1Ef 4 12.7' 34.7' 12.7' i 9' 9' PAVER kPAVER PAVER PAVER PAVER PAVER DRIVE DRIVE PAVER PAVER PAVER R PAVER DRIVE WALK DRIVE WALK WALK WALK WALK DRIVE DRIVE 25.00'- 25.00' - 25.00' - 25.00' - 25.00' - 25.00' - 25.00 01 10' AIT. 11-1---.r C1 15.28' 22.00' 22.00' 22.00' 22.00' 5' 22.00' 22.33'CO CURB - ...._ ...... ... ...... wawmIN „O MERRY BROOK CIRCLE (40' R/W) TRACT A P a r 1 V 1V1 l.i 1 -1..1 L - A-) Pal. - PONT In LAE ON LOT AREA C&CS: PRL. . PODIT IF REOea= QWATIEIE koo PLL.. •,PDDR 6 CLtlO.9q CTRVATVAE RAO' .:. PAAIIUL WAM fP./ LD I . , W&EG9MOL P.T. PIIl IUth •IPT IOOAFI/T p F.F. • FDCSIE_D FLOOR ELEVA790 L m MEEZEWAY = N/A BREEZEWAY - N/R Z1oNE PAYER DR.'VE TXY= P ON LOT AREA CALMS ON LOT AREA C&CS: SOLMRE FEET koo LOT = 2.185 o L -M -W- 770 bko ON ` TINE PAVER ENTRY - 9 00 m MEEZEWAY = N/A BREEZEWAY - N/R Z1oNE PAYER DR.'VE TXY= IAT 24R IAT 24L P ON LOT AREA CALMS ON LOT AREA C&CS: SOLMRE FEET SOLWPE FEET LOT = 2.185 LOT - 2.1:1 L -M -W- 770 MM = 770 GARAGE 456 GARAGE 458 PAVER ENTRY - 9 PAWN ENTRY = 9 LANAI. = 93 LANAI = 93 MEEZEWAY = N/A BREEZEWAY - N/R PAVER DRNELVAY-44 PAYER DR.'VE TXY= C FAD 9 PPAVERERWALKWAY . 6 VER WALKWAY - 6 IMPERVIOUS - St .7 IMPERVIOUS = 62.7 1.349 1.330 S00 - 76 SOD - J7' cA A R/W = 179 R/W ' - 179 APPON - 5' APRC - 5/ SIDEWALK = 112 SIDEWALK = I}2 SOD = 16 SOD 16 AREA = 2.3W.+ 3.300 DRIVEWAY = 500 DRIVEWAY : 451 SIDEW ALK = 1t6SIDEWALK 113 SOD = . SOO = ILOT 242 2AX 2" IAT 24A AW 9149 ON LOT AREA CALLS 5, ON LOT AREA CALLS: SOIIARE F -ET SOLNRE FEET LO - 2.090 LOT - 2.090 LMNG=894 LMNC - 624 CARACE - 249 GARAGE 2=9 PAV ? ENTRY - 36 PAVER ENTRY 6E LANA! -102 LLNRJ 102 BREEZEWAY = N/A PAVER DRIVEWAY- 261 PAYER ORM 225 DRIVEWAY DRIVEWAY - 261 C FAD 9 C PAD = 9 PAVER WALKWAY - 48 PAYER R(ALKWAY- 25 IMPEMAOUS- 60.0 X RA'ER'AMS- 5Z x 1.254 t. i9: SOD - 527 SOD = 4 RfX - 176 R/W - 176 APRON = 30 APRON = 30 SRWAULK 110 SIDEWALK - tf0 SOD = 36 SOD - 36 A AL AREA - 2266 AREA - 2.266 DRrVEARY = 255 DRIVEWAY9 r291 S;DEWALK - 158 SIDEWALK - SOD SOD - 578 TT LAND SURVEYORS 0 E. DR FL. zASSOC.INC. 277. 3232L FAX 407 -6. 532807 436 NO )iTDAp[ LDE D NXIA NOTES SCALE - t' = 20'-1 DRAWN Yr. •- LDA[ FETCE IL oMonn 1r.ARIRG 1. 11E L ADOtSO" ODES NDtM CERTIFY "Or 7106 SURVEY 1(FE75 rNE M1ItotRAll TECOW.4 SDUAHM SET FORM BY 4>,. DATE IV& FD.QN_mx I1lE ML 9A UTILITYSOCNIVAK INE FLORDA MM OF PROFES510M LAND 6LRVEYOAS N UNPIEIt SJ -17 OF 111E FLORA ACA04 R ME CODE 2 UMM EMBOSSED MW VAWr ATS SEAL, TINS WHEY 6 NOT VALID AND IS PRESORED FOR 00DANTOR14L PLMOSES ONLY. PLOT PLAN 05-17-17 1734-i7 TMIGOICT NLD• DAX DEAROIG E Dom' 1 WAS TLE 9I; FLA MWIM 10 TIE SURVEYOR DAM ANY BE MIER RESIAK1p/A RAI RYJ1T-DI-VAY OR FSM& Y rS 71A AFFECT ROS P ENG:tt 1. EASDEYI 4. NO IAtDOPGAO NO OEROVELENIS MVE SEEN LOCATED UNLESS OMERWLSE SWATL - T E-- OLH M- NORTH S' DOS SI/RVLY IS PREPARED FOR ME'SOLE BDIERT CF TIRTSE Cows TO AnO 90" NOT BE VP. VDrtss PONT POINT OWl" UPON B. A. OIIER ENITY TNS 6UILDING/PROPERTY DOES NOT LIE MIiMN 6. dMENSUZ ShVM FOR TIE LOOLTON OF TVPROVEW.NtS NIMEON STDIAD NOT BE USED TO RECONSM T EM.Naw LNES. 7 EE4" ARE SLSLP ASswm DLTLIM AND GN TIE LWE SNGAx AS SkSE SEWOW (98.) l+i ESTABL!4fED 200 TrJUP LPW) ?LINE AS PER T?4' S . uE/AMMM s' 904% ARE 3ASED ON N4i.OW L C_EDOEM eM:TGIL GTUM OF 1922. LXJUSS ODEPAISE no-=. ZONE' X AIRF / 12117. r P. CEOP0CATE OF AI.4NCMZATION N.. 45M. DESCRIPTION AS FURNISHED: Lots 249, 250, 251, 252, 253, 254, 255 and 256, THORNBROOKE PHASE 5, c recorded in Plot Book 81, Pages 68 through 69 of the Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Taylor Morrison of Florida, Inc. SP 1-7- 1?3-7 Ok to construct townhome with setbacks and impervious area shown. No additional impervious cuR DELTA RADIUS LENGTH CHORD CHORD 9FARING IDA'TE ( permitted beyond initial construction. C1 05.56'10• 65.00' 6.73' 6.7.1' S 03'07'08' E TRACT B (LANDSCAPE/0PEN SPACE/SIGNAGE/WALL/FENCE/UTIUT ES) N 00o09'03., W C2 20 36'45' 65.00' 23.38' 2J.26' S 16'23'35' E 22.33' 22.00' 22.00' 22.00' 22.00' 22.00' 22.00' 22.33' LOT 256 CAc PAVER FEMIRY318 PROPOSED 2.0 ATTACHED r RESIDENCE cc H M 1:1 WILLOW m A PAVER v 29.58' DINE I-A- XVRqPosEi)-nNsHEv SPDXEYATTONSPERDRAINAGEPLAIVd I LOT 255 1O' LOT 254 PLOT PLAN ONLY* Z*1- NOT A SURVEY) 0 C PROPOSED INFORMATION SNOWN BASED ON SUPPLIED PIAN O l ko o Y AND/OR INSTRUCTIONS PER 7+ 3 CLIENT(NOT FIELD VERIF?ED) c Ac Co r- O 4 LOT 247 PAYER DR.WMr-q SP 1-7- 1?3-7 Ok to construct townhome with setbacks and impervious area shown. No additional impervious cuR DELTA RADIUS LENGTH CHORD CHORD 9FARING IDA'TE ( permitted beyond initial construction. C1 05.56'10• 65.00' 6.73' 6.7.1' S 03'07'08' E TRACT B (LANDSCAPE/0PEN SPACE/SIGNAGE/WALL/FENCE/UTIUT ES) N 00o09'03., W C2 20 36'45' 65.00' 23.38' 2J.26' S 16'23'35' E 22.33' 22.00' 22.00' 22.00' 22.00' 22.00' 22.00' 22.33' LOT 256 CAc PAVER FEMIRY318 PROPOSED 2.0 ATTACHED r RESIDENCE cc H M 1:1 WILLOW m A PAVER v 29.58' DINE I-A- XVRqPosEi)-nNsHEv SPDXEYATTONSPERDRAINAGEPLAIVd I LOT 255 1O' LOT 254 LOT 253' 10.00' 10.00 LOT 252 LOT 251 10'00' LOT 250 10. LOT 249 10.00' koONo O) co ac to ON LWE / nr 9AA Nnr -Yu c Ac ac 16.8' 5.2' 9 PAYER DR.WMr-q 5.z 16.8' 20.0' 7.2' LANAI O LANAI T6 LANA UC LANAI LA" LANA( 16 SOD - 7' 16.8' J 3' APRON - 3' 16.8' O i SIDE'WALX - 012 SOD - 16 SOD - 16 D, rVMAY = 255 DRIVEWAY = 291 AREA - $364 7.2 DRIVEWAY - 500 DRIVEWAY- 451 SIDEIVALX - Its SIDEWALK - I t8 Soo -392 SOD -592 ENTRY 20 3114 3 3 0 3 Soto 3 302 3 24e 3 29y k 290 n PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED • PROPOSED PROPOSED ~ ATTACHED a ATTACHED ng ATTACHED n ATTACHED p ATTACHED io ATTACHED to o ATTACHED 2.0 1afi RESIDENCE h RESIDENCE a RESIDENCEloo RESIDENCE o RESIDENCE o RESIDENCE 0 RESIDENCE OMi ATO Obi 01DD q CA0 OMi to0 q A10 Olni Wto Opli H y N y t/1 y REDWOOD REDWOOD BIRCH BIRCH REOWDOD REDWOOD WILLOW 7 PAVER PAVER PAVER PAVER 5.7' E1 5.7' 15. WRY 5.7' 0 3A c PAVER Mi 2 c 7' y PAVER c 1J.7' 13.7' ON LINE r a 12.7' E1 Y • 9' 10.0'.4 9' .cr fE 0.0' a 127' a 4.7' 16' 9' 9' 9' 9' PAVER PAVER PAVER PAVER PAVER PAVER DRIVE PAVER DRIVE PAVER PAVER PAVER PAVER PAVFR PAVER DRIVE WALK DRAB WALK WALK WALK WALK DINE WALK ORNE DINE 25.00'- 25.00' - 25.00' - 25.00- - 25.00' _ 25.00' - 25.00 10' 6 C1 15.28' NOTE PAVER ITEMS AIffi NOT Np.UDM N IMPERVIOUS AREA 22.00' 22.00' 22.00' 22.00' 5' WCO ' 22.00' 22.33' CURB B.B.)N 00°09' 03" W MERRY BROOK CIRCLE (40' R/W) TRACT A 'NQS PA:F "° ARE NOT Na11DED N aIPERY101/5 AREA J,IV ON LOT AREA GILLS ON LOT AREA CALCS: SQUARE FEET o LOT • 2.165 O 1JNE koONo O) co m to ON LWE / nr 9AA Nnr -Yu J,IV ON LOT AREA GILLS ON LOT AREA CALCS: SQUARE FEET SOUARE FELT LOT • 2.165 LOT - 2.121 LIVING - 770 I MJVC - 770 C4RAGE 456 GARAGE 458 PAbcR ENTRY - 9 PAVER ENTRY = 9 LANAI. - 93 LAAW - 93 BREEZEWAY - N/A BREEMMY - N/A PAVER DRMOEWVAY-44 PAYER DR.WMr-q PAVER - 48 PAYER ALKWAY= 25 PAVER WALKWAY - 6 PAVER WN.KWAY - 6 IAIPERVIDES - 51.7 1.10 R WETS - 62.7 1,349 1.330 769O SOD - 7' Rf.Y - 176 I A R 9 APRON - APRON - 5 1 APRON - 5I SIDEII'ALK = 112 SIDE'WALX - 012 SOD - 16 SOD - 16 D, rVMAY = 255 DRIVEWAY = 291 AREA - $364 AREA -2.300 DRIVEWAY - 500 DRIVEWAY- 451 SIDEIVALX - Its SIDEWALK - I t8 Soo -392 SOD -592 Lor 242 243. 246 LOT 2" OR las ON LOT AREA MCI, SOWRE FFET QY LOT AREA GLLCS: SOWRE FEET Lo - 2.090 LOT 2.0F0 LIVING = 894 LMNG - 624 GARAGE -249 GARAGE - 250 PAVER ENTRY - 36 PAVER ENTRY 62 LEGEND ' a+ - PONT a LH14 : KMJM WTDAOI LINE D • NXTA HolES BREEZEWAY - N/A PAVER DRIVEWAY= 261 PAYER DlRNEWAY-225 DDRR/NEWAY - 261 AIC PAD" YPAVER - 48 PAYER ALKWAY= 25 IMPERIAOUS- 60.0 T BRPERIAOUS- 57.1 S 1,254 1.19* SOD - 527 SOD - 42 PLOT PLAN 05-17-17 1734-17 Rf.Y - 176 R/W = 176 APRON = 30 APRON - SIDEWALK = Ito SIDEWALX - 110 SOD 36 SOD - 36 AREA - 2266 AREA - 2.266 D, rVMAY = 255 DRIVEWAY = 291 SIDEWALK - 156 SIDEWALK - 135 SOD -563 SCO - 578 GR USM. V ' T YER - SCOTT & ASSOC., INC. - LAND SUR VF'YORS 00( 407)277°3232 °R ORLANDO, FL. 28364 LEGEND ' a+ - PONT a LH14 : KMJM WTDAOI LINE D • NXTA HolES SCALE r = 20 - DRAWN er: -» PDLL - W I LLL SE MVATIWE aJt. • OMDI LMt iDiC[ CCA . O® WARIRG 1. JW UNCER ILTLD ODES MIEHY COD" TMY TNS SURVEY M[E1S THE UM M IMROAL SIAAGM5 SET FORM BY a pPpW1ITTr tDR'OWD( CINVARM N ` CWC03 h 1R.LY ` PLATrIEL cPOWam 714E FLORIDA EMIR OF MOfE5MM MND SLO MORS N OAPMt SJ -17 OF 114E FLOAM AVARAS7MVIVE COVE RALL' :-' PAfULCF Ptrt , , I. RAMAL 1. • PL • OF CURVATURE u . SASE ,R6y 2 uMESs Ev9Gsm RAN 9DIYEYLIRS SFA1. 7186 Stml•EY a NOT vALo AND a FREWOM FOR osUWAnomL PIES OIAY. PLOT PLAN 05-17-17 1734-17 1A I= T NLD . ,N1L L DRI: ML . Pawr R WGADIDD P'T' 3. DRS SURVEY NkS PREPARED FRLW PILE VWI AIM FLWA WD TO 7HE SURVEYOR. MERE ANY BE OMM RESIAICTIOAS ODIC IQARCl11 . RE911,Gr so f •IPDD(T V .weecDCAT 7E3C. R/v . DIGIR- -1.L y L A51 1URIL. i.I.EmwE>tT REFIERCHM IOAREHT R • RA1M LMT. • EJLZ OR EASp@MS 1114/ AFFECT HWS 1'ROP'EAIY. 4. ND UX'AERGIRX D DdPROVEII&M HAVE BEEN LOC47ED Ut4ESS OINERWISE SAIMIL REG . Y7 CAM • CALCULATED -- -- RECDVLQDrr. FD6SIED QEVA191 L ' ' "H 4 C011MI E ,. I 1 1- va • Wt77[Ss MMI NORTFt RAS SKDIWG/PROPERTY DOES NOT LIE W1TH.N CERTIFTEO 91: __,, - ,) THE ESTABLISHED 100 WAR it(*D PLANE 4S PER 71P.M' S. DRS SURVEY IS'PRLPAIED FDR'IW SM 904M OF RM CEIMM TO'An4'909X9 NOT BE REUED UPCNN BY ANr ODER EMRY. 6. DNI IJMVS SIMM FOR M LOOITM OF I41PW41ENT5 HEREON ShVULD NOT BE USED TO RECONCRUCT 6W CV" LR•'LS. 7. BEARINGS. AAE BLSM AiSUI" DAPJH AND CH TW LWE 91CWN AS BASE KAWJO (6.8.) S. ELAW NS. ;F90ft MF SAM- ON 7Nr4FW CEEOOEDC ARr" FARM OF 19". LoX S OMEPMM MOM ITONX. G4uSENM / JAMES SETT. RL.S E' 4507 ZONE r AAP 1121171, ;X)5-- F P. CE'.RTMML OC AUTHC%I.ATIOH NO /5PD. DESCRIPTION AS Z( FURNISHED: Lots 249, 250, 251, 252, 253, 254, 255 and 256, THORNBROOKE PHASE 5, as recorded in Plat Book 81, Pages 68 through 69 of the Public Records of D Seminole County, Florida. ut PLOT PLAN FOR / CERTIFIED TO: 0 Taylor Morrison of Florida, LII Inc. O UU 17G O U F BP 1-7-1-13-b Ole to con t t tQruc ownhome with setbacks and impervious area shown. No additional impervious fUATE permitted beyond initial construction. TRACT B (LANDSC4PE10PEN SPACE/SIGNAGEIWALL/FENCE/UnUl7ES) N 00009'03" W 22.33' 22.00' 22.00' 22.00' 22.00' LOT 256 ra< PAVER 20' M 3I a PROPOSED , 20 ATTAWED v. RESIDENCE a, 0 C v F.E a26.6' WILLOW m p PAVER 29.58' DRIVE C/ROPOSED=FIIVSHED SPOT- ,GRADE Q ELEVATIONS PER DRAINAGE PLAN. CURb DELTA PLOT PLAN DAILY' b NOT A SURVEY) W Co PROPOSED JNFORLIA7ON SHOWN BASED ON SUPPLIED PLAN o too >` AIVD/OR WSTRUCT10N5 PE e ^ 3 CLIENT(NOT F1EL0 VEPI 7 0) S 03'07'08' E C2 I 20'36'45" 65.00' 1 23.38' 1 LOT 247 S 16'2335' E O UU 17G O U F BP 1-7-1-13-b Ole to con t t tQruc ownhome with setbacks and impervious area shown. No additional impervious fUATE permitted beyond initial construction. TRACT B (LANDSC4PE10PEN SPACE/SIGNAGEIWALL/FENCE/UnUl7ES) N 00009'03" W 22.33' 22.00' 22.00' 22.00' 22.00' LOT 256 ra< PAVER 20' M 3I a PROPOSED , 20 ATTAWED v. RESIDENCE a, 0 C v F.E a26.6' WILLOW m p PAVER 29.58' DRIVE C/ROPOSED=FIIVSHED SPOT- ,GRADE Q ELEVATIONS PER DRAINAGE PLAN. CURb DELTA RADIUS LENGTH CHORD CHORD BEARING C1 05'56'10' 65.00' 1 6.73' 6.75' S 03'07'08' E C2 I 20'36'45" 65.00' 1 23.38' 1 23.26' S 16'2335' E 22.00' 22.00' 22.33' 10.00 LOT 255 o-OO'254 LOT 253 10.0 o .00LOT 252 LOT 251 70.00' C LOT 250 10' 00 LOT 249 10.00' WOM I, . TFOU PAIL. 1,PDDIT a talONRIL1RVAILRE U C Ao Y. • IRM PIPE RAn' . P IAL PL . POIND t PAVER ENTRY - 9 1RLLY ROD Rl PmIR G tIDRlnO T. • PMrn LANAI. - 93 AC 16.8' 5.Z' 9 CERTIFIED 8Y: - `\ 5.2 16.8' 20.0' 7.2• b LANAI o LANAE LANAI ' to m LANA LANAI LANK SOD - 376 GVY-W AREA CALM r TA R/W - 179 3 3' APRON 51 0 WEWALK - 112 SOD- 16 SOD 16 TOTAL APRON : 30 AREA 2.364 7.2 ORNESYAY - 500 DRIVEWAY : •51 SIOEIVALK - 118 SVEWAEX = i 18 SOD = 9 SOO -392 7 AL A . 1. NO LN.'DEAGROETID REROVF]HEMS HAVE BEEN LOCAIFD WAITS 07HERYRSE SIA7Ax. AREA - 2.266 AREA 2.266 DRIVEWAY : 255 ENTRY 2.0 3114 3 310 3 Soto 3 302 3 As 3 2e) N 3 290 n PROPOSED ^ PROPOSED . ^ PROPOSED ^ PROPOSED ^ PROPOSED ^ PROPOSED ^ PROPOSED ~ ATTACHED i17 n ATTACHED in o ATTACHED h o o ATTACHED poo$ ATTACHED uT o ATTACHED po ATTACHED 20 RESIDENCE o RESIDENCE RESIDENCE RESIDENCE RESIDENCE h RESIDENCE 00P RESIDENCE a 00 ft a 00 so DIISi % a REDW100D _ REDWOOD 8/RCH BIRCH REDWOOD REDWOOD WILLOW h PAVER PAVER PAVER E 5.7' EN S. ON 3.7%i 0 PAVER Mi 2 c 7' .i7' 0 37' LINEN-i. 1E7 9'9' VM PAWRPAM r 127' 34.79'9' 12.7' f 6' 9' 9' PAVER PAVER PAVER PAVER PAVER PAVER PAVER DRIVE DRIVE PAVER PAVER PAVER PAVER DRIVE WALK DRIVE WALK WALK W" WALK DRIVE WALK DRIVE DRIVE 25.00'- 25.00' 25000' - 25.00' - 25.00' - 25.00' - 25.00 r 4aw 10' jb i h' tik rD 5, C1 15.28' 22.00' 22.00' 22.00' 22.00' Y CONxc 22.00' 22.33' CURB B.B.)N 00"09'03- W TmEFA=ff_AREA MERRY BROOK CIRCLE (40' R/W) TRACT A M PAEID ME)MOM ANWOAT o 00 ON a 0:) LUNE010 O) Ila ( U ON LUNE IAr 9tA W a IM 91T ON LOT AREA CALCS. rll U IJ - P-/ V lyl'1 1 L.' 1 L- 0 L/ l t POE. - PDDR a LINE • MW LEGEND - • RIA: LOT - 2.185 M. • TTPICAL IJ1L ' • P®Ir 6 'RCL7]KE MVATUAE CLM • OND LAO* - 770 WOM I, . TFOU PAIL. 1,PDDIT a talONRIL1RVAILRE U C GARAGE =458 Y. • IRM PIPE RAn' . P IAL PL . POIND t PAVER ENTRY - 9 1RLLY ROD Rl PmIR G tIDRlnO T. • PMrn LANAI. - 93 CI.JL tL7.tRE7T: fID4DO/T 1 G . FR1ET (Q COROICE+EM %Y KSC KSC SET LR • 1/i' LR. /RLS 45% • 1{R/i 1•IPERIIM4.NT RErERENM IOAA£NT R• RADD aREE.'EWAY - x/A M Fr. • rDMNED rL= O.EVATIDf L ' AFT CALCULATED,---,- PAVER DlB7IEWAY-44 CERTIFIED 8Y: - `\ PAD 9P 70M X. ['4USfr.M f 4.7 \ 1 JALfE., y\`W 4ro7. R.L.S 4..E 01 o 00 ON a 0:) LUNE010O) Ila ( U ON LUNE IAr 9tA W a IM 91T ON LOT AREA CALCS. ON LOT AREA CALCS: SQUARE FET SOUWE FEET LOT - 2.185 LOT - 2.;2I LAO* - 770 LINNG - 770 GARAGE =458 GARAGE 458 PAVER ENTRY - 9 PAVER ENTRY = 9 LANAI. - 93 LANAI - 93 aREE.'EWAY - x/A BUPEE[EwAr PAVER DlB7IEWAY-44 PAYER DRNEWRY400 PAD 9P PAVER DRIVEWAY- 251 VER N'ALNWAY - 6 PRC YER WALKWAY - 6 INFERM" - 51.7 ISEPM10JS - 62.7 1.349 1.3.10 SOD - 376 SOD - 376 GVY-W AREA CALM r TA R/W - 179 R/W 179 APRON - 5T APRON 51 SIDEWALK = III WEWALK - 112 SOD- 16 SOD 16 TOTAL APRON : 30 AREA 2.364 AREA -2.300 ORNESYAY - 500 DRIVEWAY : •51 SIOEIVALK - 118 SVEWAEX = i 18 SOD = 9 SOO -392 1Or -*AJ 9Li 2" 1 AT 94 AR 9l4 ON LOT AREA MCS: ON LOT AREA GILCS: SOGARE ir:T SOLLARE FEET Lor -TOW LO 2.090 LING - 894 LMNC 824 GARAGE -249 AMGE 259 PAVV? ENTRY - 36 PAVER ENTRY . - LANA) .202 LANN 102 BREEZEWAY = N/A PAVER DRIVEWAY- 251 PAVER DRIVEWAY=225D,R/NEIYAY DATE 261 PVER I.ILIWAI- WALKWAY - 48 PAVE 25 IAJPER'A71U5- 60.0 X BLPERMOUS- 57.1 X 1254 1.194 SOD 7OFFSOD LOT 4 176 R/W 176 APRON : 30 APRON 30 S DEWACK = J f 0 SIDEWAI X= to SOD 36 SOD 36 TOTAL AREAS: AL A . 1. NO LN.'DEAGROETID REROVF]HEMS HAVE BEEN LOCAIFD WAITS 07HERYRSE SIA7Ax. AREA - 2.266 AREA 2.266 DRIVEWAY : 255 DRNEWAY 291 SiDEWALIC 158 SIDEWALK 135 SOD SDD 578 32807 F:DEE71 P! 1734-17 Sp ------- W -V m c ASSOC,.INC. LAND SUR VL'YORS DR. 407TT 27,032'2 FAX 407 DFTW,CX LRE: R SELTA NOTEM SCALE I' - 20'-1 DRAWN OP ••• rvcE c. iM REARING 1. 1M6 UAVOTSILTED DOES NOM CENT Y TX4r 7N6 SURVEY LEE75 INE MIIEI N ITCH ICAL S7AR®IRDS SET FORM BY DATE s urn UMM IME FLORIR4 BMRD OF PROFESSMNAL LAND SUIMYORS W CHAPTER 5.9-17 OF IME FLORIDA AOIMkSIRA1NE CODE AdTt me 2 UNLESS EMBOSSED WD? 2AWEVORS SEAL. TNIS SURVEY 6 Nor VALID ARD 6 PRESFMED FOR MORIM7101ML PURFOSES CMLY. PLOT PLAN 05-17-17 Own ILL SELAL y A 1M6 SURVEY WAS PREPARED FWM 111E POMRU47XW FlRNIS ED TO BK SM EYOR TIM MAY BE OTHER RES1111MONS DI R1Li vAT OR EA6EMEMIS TMT AFFECT MDS PROPEIM. M 0911. M HENTEA•.pEM 1. NO LN.'DEAGROETID REROVF]HEMS HAVE BEEN LOCAIFD WAITS 07HERYRSE SIA7Ax. t-• . CEM- S'IMS•WAVCY IS PREPARED FDR THE SLA.E'aDOV O DIOSE CMWW TO AAO SNDI Na BE WP, VIT/ESS POINT NORrrrf RELIED UPCM OY AN." OIHfR ENTRY 6. DBLENS06 SHOWN FOR ITE LOCN70i OF 44PROMEN1S HEREON SHOULD NOT BE USED TO MONSTRLCT SOLO"" LINESTHISSUXD241PROPERTYDOESNOTLIEWITHIN 7. AEARIMS. ARE EASED ASSUMED 041LAu AND CN 1 W¢ LWE SW" AS BASE ARM (9 .8.) rN[ ESTABUSNEO +00 Yr -AR FEC -09 PLINE 45 PERfiRM• b.iLEV:.T %G L F 90ft ARE BA_•'TD ON !N1 -ANA; CEODEIi. VER:7f.4L G67UM Cr 79?P. LR/L-'•SS OTHEPMSE HATEDL ZONE Y EMP ! 121174, ;'n55 F P. CERTU±.:AIE OF AL7,h0PJZATION No 45Pl. 32807 F:DEE71 P! 1734-17 Sp ------- W -V m DESCRIPTION AS ZONI FURNISHED: Lots 249, 250, 251, 252, 253, 254, 255 and 256, THORNBROOKE PHASE 5, os -4 recorded in Plot Book 81, Pages 68 through 69 of the Public Records of ON Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Taylor Morrison of Florida, Inc. 2.091 1 PLOT PLAN OJVLY' t NOT A SURVEY) LOT 253 10' 00f PROPOSED INFORMATION SHOWN BASED ON SUPPLIED PLAN o ko 0 lc AND/OR INS TRUCAONS PER 3 CU£NT(NOT F1EL11 V£P.I.'7E1 LOT 249 10.00' DRhEWAY-225 co D - 9 C) a LOT 247 U 2.091 ON LOT AREA CALLS: FEET 894 ho 249 LOT 253 10' 00f ENTRY - J6 to 102 f LOT 250 t0'00 YAY . N/A LOT 249 10.00' DRhEWAY-225 ED D - 9 4 IYALKWAI' - 48 U US - 60.0 T PAVER WALKWAY . 6 1.254 C R/W = 176 APRON . 30 S1DE'.WALK a 110 SOD - 36 AREA • 2.2E DRIVEWAY 255 SIDEWALK - 158 SOD . 5A] A PROPOSE-nNSHE SPOW AGRADE ELEVATIONS PERA DRAINAGE PLAN.4 LEGEND P . FLAT T . 17L1.D IA . UMN PIPE C CONC ROD SET Vr LITE OLD 459SETLA • Lt VE RLS 45% REG • RE CW wCALL _. ruclrLa>fe CERTIFIED BY. TOM X. f.4u5 Ok to construct townhome with setbacks and impervious area shown. No additional impervious . CURVE DELTA I RADIUS LENGTH CHORD CHORD BEARING IDATE permitted beyond initial construction. Cf OS'S6'f0' 65.00' 6. J3' 6..26 S 03'07'08` E TRACT 8 (LANDSCAP&/OPEN SPACE/SIGNAGE/WALL/FENCE/UALITIES) >, C2 20 36'45' 65.00' 23.38' 2J?' S 16 23 35' f N DO°09 03 W 22.33' 22.00' 22.00' 22.00' 22.00' 22.00' 22.00' 22.33' LOT 256 PAVER zo' n318 a PROPOSED 2.0' ATTACHE v RESIDENCE a 0 C v F.Ea26.6' M WILLOW PAVER 8, DRIVE C09C. C2 5 w I PAL. • POW M LIM TYP. • TYPICAL I PAL . pPpOO RI OF pCLIRVATUREptzV4iL. RALLY t •, PAIULLYP C1NVAILRE Cnv NR .1CN-RAMAL L L P1p,pIIp. G1 .`` PDIIIT QL@ REG &qM P.T. 11ALi i • I PERIINE11i RlT 110EEDEHDNRew rF. TWINED RmR ELEVATZCN L tC DO LOT 255 ON LOT AREA CALLS: FEET 1D'LOT 254 ho LIVL1•Y•- 770 LOT 253 10' 00f 1000 LOT 252 to f LOT 251 10.00' f LOT 250 t0'00 LANAI. . 93 LOT 249 10.00' m AC 4 AT 9.L ,AT DRIVEWAY - 261 AC PAVER WALKWAY . 6 1MPERWOUS 61.7 C 1.349 AC SOD - J76 16.8' eAOFF S.2' R/W . 179 R/W - 179 APP.OTV - ST 9 SIDEWALK = 112 SIDEWALK - 112 S. 16.8' 20.0' 7.2 Iu LANAI DMEWAY = 500 o LANAI SJOEIMLIK . 118 SIDEWALK - 118 LANAI S00 LANAI SOD . 578 LANAILA LANAI EA:E1E!n O 16.8' q_ • CEUIERLbAE S.•110-SLWV1- IS PREPARED FOR VIE SOLE 'BME'IT'OF TMDSf CERTIFIED TO AND .4A3ENOT BE V.P. vibes FMI NORM RELIED Lww BY AI1r DIVER EMm. 6. MENIONS S40M FOR DIE LOCATION OF APRROIVE71EXIS 1tEON SHOULD NOT K USED TO RECONSTRUCT BWNGVRY LNES. TINS 6URDMG/PROPERIY DOES NOT LIE VrinLY 100 T'c}R PLANE PER 'FTP.M' 7. SEMITIC . AAE SASS ASSUMED MNN AND ON W, LWE SHCLN AS BASE SEMvaC (AB.) THE ESTABLISHED r7000 45 6. elfow-c S. F 90^ ARE BASED ON MMIAI. O:..OFFIC AIRXV. G.ruM OF 1929. MAL -'S ODEAINSE NOTED. ZONE X MAP it 121 In, ;Y 56 1' P. CERTIMATE OF AUrrIORIZAT10N No. 4590. 7.2 ' ENTm' 20 31y 3 3 0 3 Soto 3 302 3 248 3 29y 3 290 h PROPOSED PROPOSE PROPOSED PROPOSED ^ PROPOSED ^ PROPOSED ^ PROPOSED ATTACHED ti ATTACHED 0 n ATTACHE LA ATTACHED p ATTACHE u7 ATTACHE to 0 ATTACHED 2.0 RESIDENCE o h RESIDENCE o M RESIDENCE oU1 RESIDENCE oh RESIDENCE on7 RESIDENCE o 1p RESIDENCE co O 1 2 q N q q c n q N y N y H H F.F.E•26.6' F.F.E=26.6' F.F.E 26.6' F.F.E.=26.6' F.F.E.>a26.6' F.F.Ee26.6' F.F.E 26.6' h REW000 BIRCH 8/RCH REWOOD REDW1)OD WILLOW 7 PAVER PAVER PAVER PAVER 5 7' EI 7' 15. 0 5.7' c 3.7'L•i 0 0 3.7LS PAVER o Mi 2 c 7' -i PAVER o 3.7' 0 3.7' ON LINE Ar 1 9' 9• .} 1E1 v 0r 12.7' w 34.7' 12.7' w PAVER PADRIVEVER PAVER PAVER PAVE PAVER PAVER PAVER PAVER IPAVER PAVER PAVER PAVER DRIVE WALK DRIVE WALK WALK WALK WALK DRIVE WALK DRIVE DRIVE 25.DO. 25.00' 25.00' 25.00' 25.00' 25.00' 25.00 v 61 10' tr 10' C1 - 15.28' 22.00' NOTE PAVER RENS ARE NOT OVCLl10m 04 IMPE'RV101/S AREA 22.00' 22.00' 22.00' 5' wCONC 22.00' 22.33' B.B.)N 00°09" 03" W MERRY BROOK CIRCLE (40' R/W) TRACT AONOM PAYER MWS AM NorWCLUIDEDWWPEWAOUtSAREA ON LOT AREA CALLS: COUARE FEETSQUARE ON LOT AREA CALLS: FEET Lor - 2185 ho LIVL1•Y•- 770 o GARAGE = 456 to ON UNE p j y) LANAI. . 93 LANAI 93 m U ON 4 AT 9.L ,AT ON LOT AREA CALLS: COUARE FEETSQUARE ON LOT AREA CALLS: FEET Lor - 2185 Lor - 2.;21 LIVL1•Y•- 770 LIVING- 770 GARAGE = 456 fwLRAGE = 458 PAVER ENTRY - 9 PAVER ENTRY = 9 LANAI. . 93 LANAI 93 BREEZEWAY - N/A PAV" ICER DPAORWMY-449 4 PEYIV225 DRIVEWAY - 261 PAVER WALKWAY . 6 PAVER WALKWAY . 6 1MPERWOUS 61.7 MPEIMOUS • 62.7 1.349 1.:30 SOD - J76 Soo 376 eAOFF LOT AREA CAL R/W . 179 R/W - 179 APP.OTV - ST APRON -51 SIDEWALK = 112 SIDEWALK - 112 Soo - 16 SOD - 16 TOTAL A_i?505' N7EA •2,364 ALFA .2.3 L'02.300 DMEWAY = 500 DRIVEWAY .451 SJOEIMLIK . 118 SIDEWALK - 118 SOD • '9 S00 LOT 242 24M 246 LOT 2" OR 9L19 ON LOT AREA CALM ON LOT AREA CALLS. SQUARE FFET SQUARE FEET LOT 2.090 LOT 2090 LIVING • 894 LMNG 624 GARACE -249 GARAGE 259' PAVER ENTRY - 36 PAVER ENTRY - 6-0 LAND • 102 LAI" 102 MOTES PAVR DRIVEWAY= 261 PEYIV225 DRIVEWAY - 261 PP ALKIVAY= VER WALKWAY - 48 AVE 25 DMPERVIOUS• 60.0 x 061PERMOUS- 57.1 S 1254 1.194 SOD 7 I ICA CA SOD = 42 OFF LOT AREA rALCS.' R/'x - 176 R/W - 176 APRON = JD APRON SO SIDEWALK - 110 SIDEWALK = 110 SOD = 36 SOD - 36 MW LJASE NU AREA - 2.266 AREA = 2.266 DRIVEWAY . 255 DRIVEWAY . 291 SIDEWALK - 158 SIDEWALK - 135 SOD 563 SOD . 578 TT ASSOC. INC. LAN1 SUR V'YORS DR. ORLANDO, FL.32807o; 277OL232 43 6 IETDAat LnE D- IR>_TA MOTES SCALE . I• - 20'-1 DRAWN M- •'• I Fv[E Gw DENTING 1. 111E LOADIUMCKIED DOES IE7EEHY COMFY TMr 7186 SURVEY A1ErM INE NIMM/M IELTIADCAI. SMADA S SET FORM BY DATErn.. a u TYUTILITY FLORIDA BOARD OF PROFESSIONAL LAND SLOWYM W APMt SJ -17 OF ME FLORLX ACMD ISMIK CODEDCI m 2 Is&= amw&;ED DRN sURNifoff'S SEAL. Das sUWVEY' 8 NOT vALE, AND IS PRESEMED Mn DVFDRM wrm PIDIPOSES CNLr. PLOT PULP 05-17-17 1734-17 rA IGEMA elf WD MW LJASE NU 3. "0 SURVEY WAS PREPARED FRCW TITLE INFORMATION FLC9drftV TO THE SURVEYOR DKRE LNr BE ODER RiSRBCTIf.4A t RAd R1EM-W-WAY OR EtSDAEMS DAT AFFECT Iles PROpV777Y. ESNI. EA:E1E!n 4. NO LMODWAOIINO U6ZROVE ENM HAVE BEEN LOCA7ED UNLESS MWERWISE SWW,%L _ _ _ _ ' _ _• q_ • CEUIERLbAE S.•110-SLWV1- IS PREPARED FOR VIE SOLE 'BME'IT'OF TMDSf CERTIFIED TO AND .4A3ENOT BE V.P. vibes FMI NORM RELIED Lww BY AI1r DIVER EMm. 6. MENIONS S40M FOR DIE LOCATION OF APRROIVE71EXIS 1tEON SHOULD NOT K USED TO RECONSTRUCT BWNGVRY LNES. TINS 6URDMG/PROPERIY DOES NOT LIE VrinLY 100 T'c}R PLANE PER 'FTP.M' 7. SEMITIC . AAE SASS ASSUMED MNN AND ON W, LWE SHCLN AS BASE SEMvaC (AB.) THE ESTABLISHED r7000 45 6. elfow-c S. F 90^ ARE BASED ON MMIAI. O:..OFFIC AIRXV. G.ruM OF 1929. MAL -'S ODEAINSE NOTED. ZONE X MAP it 121 In, ;Y 56 1' P. CERTIMATE OF AUrrIORIZAT10N No. 4590. DESCRIPTION AS FURNISHED: Lots 249, 250, 251, 252, 253, 254, 255 and 256, THORNBROOKE PHASE 5, c recorded in Plot Book 81, Pages 68 through 69 of the Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Taylor Morrison of Florida, Inc. U Q LLQ U W 94 17 - 17 LAO Ok to construct townhome with setbacks and ate- pervious area shown. No additional impervious F CURVE DELTA R4DlUS LENGTH CHORD I CHORD BEARING permitted beyond initial construction. C1 05.56'10' 65.00' 6.73' 6.73' S 0307'08` E TRACT B (LANDSCAPE/OPEN SPAc"IsGNAGE/WALL/FENCE/ununEs) ,. C2 2V36'45' 65.00' 23.38' 23.26' S 162335` E N 00°09' 03 W 22.33' 22.00' 22.00' 22.00' 22.00' 22.00' 22.00' 22.33' LOT 256 E PAVER ZD' 318 3 PROPOSED 2.0 ATTACHE F, RESIDENCE a c V; M WILLOW ON 34.7' UN 16, La PAVER 29.58' DRIVE C01C25, . PROPOSED-nNSHE SPOW iGRA&E Q ELEVATIONS PER. DRAINAGE PLANS LEGEND F . r7RAL1.A ir. . IRM Prrt IA . IRM R131 CA . COiRIM IOUEMI SET uL . Lr UL AL3 45% REM. RECWEM atrnm 9:: TOM X. IRIS 1t00' LOT 255 10.00' LOT 254 PLOT PLAN ONLY N. b NOT A SURVEY) to Co PROPOSED INFORL:ATION SHOWN o t, BASED ON SUPPLIED PLAN AND/OR INSTRUCTIONS PER to o k 3 CUENi NOT nELD VERIFIED Co4 G4tl°O PPnjLL PLW 1EA(L I•PEJ11A1511T RLFERENCE IOIAETR co LOT 247 9 U Q LLQ U W 94 17 - 17 LAO Ok to construct townhome with setbacks and ate- pervious area shown. No additional impervious F CURVE DELTA R4DlUS LENGTH CHORD I CHORD BEARING permitted beyond initial construction. C1 05.56'10' 65.00' 6.73' 6.73' S 0307'08` E TRACT B (LANDSCAPE/OPEN SPAc"IsGNAGE/WALL/FENCE/ununEs) ,. C2 2V36'45' 65.00' 23.38' 23.26' S 162335` E N 00°09' 03 W 22.33' 22.00' 22.00' 22.00' 22.00' 22.00' 22.00' 22.33' LOT 256 E PAVER ZD' 318 3 PROPOSED 2.0 ATTACHE F, RESIDENCE a c V; M WILLOW ON 34.7' UN 16, La PAVER 29.58' DRIVE C01C25, . PROPOSED-nNSHE SPOW iGRA&E Q ELEVATIONS PER. DRAINAGE PLANS LEGEND F . r7RAL1.A ir. . IRM Prrt IA . IRM R131 CA . COiRIM IOUEMI SET uL . Lr UL AL3 45% REM. RECWEM atrnm 9:: TOM X. IRIS 1t00' LOT 255 10.00' LOT 254 10.00' LOT 253 10.00' LOT 252 10.00' LOT 251 10.00' LOT 250 10.00' LOT 249 t/1 AC AC AC ORG4tl°O PPnjLL PLW 1EA(L I•PEJ11A1511T RLFERENCE IOIAETR AC 16.8' 5.' 9 ANC 5.z 16.8' 20.0' 7.2' LANAI o16 LANAE LANAI ' LANAI LANAI LANAI SOD 376 APRON = 30 LOT _A R/W = 179 a .179 APRON -5r APRON -51 0 16.8' 3 33 AREA =2.364 3' ORNEMAY - 500 DRIVEWAY -451 SIDEWAUE = 116 SDEW4.LK - 118 SOD392 1. SOD = 392 THIS &VILO G/PROPERZY DOES NOT LE Thr!.W 7.2 7K ESTABLSHED 100 Y%A4 ROOD PLl4E 4S PER iTRN' E. aE'/ATMYS. S SA7Ax AP.E aa -Ko oN N4nmw GENIC W-Rr" tATUA1 CF 1929. L.'cPtiS OINEPMSE MMM. ZONE' X !WP f 121 ITL 095.5 F P. CE'.WOVAM OF AV7Wf.)PJZAIKW Nc. 45PO. ENTRY ZO 31y 3 31 3 Soto 3 302 3 248 3 29k 3 290 PROPOSED PROPOSED PROPOSE PROPOSED PROPOSED PROPOSED PROPOSED ~ ATTACHE 1^a ATTACHE n ATTACHE q ATTACHE a ATTACHE ATTACHE •1Ii ATTACHED 2.0 n RESIDENCE o o RESIDENCE o o RESIDENCE o o RESIDENCE 00 u^i RESIDENCE o o RESIDENCE 00 RESIDENCE a aro ohT ato oh1 wh w aLo ohl ofW Ohi LTL9 ch h y H y H y F.F.E.-•26.6' 1 REDWOOD BIRCH BIRCH REDWOOD REDWOOD M7LLOW n PAVER PAVER PAVER PAVER W7 5.7' E1 5.7' 15. EN[ oRY 3.7 H 0 c i 2 c 7 i PAVER Q 3.7' ON UNE 9'9 a 1E' r 127 34.7' 12. 7fEt 9' 9' 03APAVER 9'16' PAVER kPAVERPAVERPAVERPAVER DRIVEPAVER DRIVE PAVER PAVER PAVER PAVERDRIVE16" ORNE WALK WALK WALK DRIVE DRIVE 25.00'- 25.00' 25.00' - 25.00- - 25.00' - 25.00' as 01 f0' Uni ESWT. C1 - 15.28' 22.00' NOTE PAVER RENTS AIR NOT Mp tAED W MPERMOUS AREA PAL • POW In LLE Etl. 1iR AL . 6 I .TM LIRVATVIE: PpPppODpN1TRAG ! •'p,T> irALOF la1POWDI LIRVA7VR£ t/1 CM M K P.T. ORG4tl°O PPnjLL PLW 1EA(L I•PEJ11A1511T RLFERENCE IOIAETR Ru AD F.r. • FIFCSNE/ Tld'R O.EVAImI L ANC WALKWAY - 48 PAVER 25 P VER WALKWAY - 6 r 4?1. JALFE'S 7'-',T R.L.S E 450 22.00' 22.00' 22.00' 5'WCONG 22.00' 22.33' B.B.)N 00°09' 03" W MERRY BROOK CIRCLE (40' R/W) TRACT A "+D PA:7 DEVs "'E NDT RFCLLHDE w I14PERYpLJS AREA tiO ON LOT AREA CALMS ON LOT AREA CALCS. SQUARE FEETSOL44 ho t0i = 2.185 0 CITING 770 6 ON LINE o Cb PAVER ENTRY - 9 co co CQ TINE 1nr un Inr *At tiO ON LOT AREA CALMS ON LOT AREA CALCS. SQUARE FEETSOL44 PE F£LT t0i = 2.185 LOr 2.121 CITING 770 LIVING 770 GARAGE _ 456 GARAGE 458 PAVER ENTRY - 9 PAVER LTRRY = 9 LANA). - 93 LANAI - 93 BREEZEWAY - N/A BREEZEWAY - N/A PAVER DRrt4lVAY-44 AAV JP DRIVEWAY - WALKWAY - 48 PAVER 25 P VER WALKWAY - 6 PAVER WALKWAY - 6 LNPERNOUS - 6 1. 7 L'JPERYMS - 62.7 1.349 1.330 500 - 3 SOD 376 APRON = 30 LOT _A R/W = 179 a .179 APRON -5r APRON -51 SIDEWALK = 112 SIDEWALK - 112 SOD 16 SOD - 16 AREA =2.364 AREA -2.300 ORNEMAY - 500 DRIVEWAY -451 SIDEWAUE = 116 SDEW4.LK - 118 SOD392 1. SOD = 392 rr 9" Int 746 1 n 9AA no 94t ON LOT AREA CALMS ON LOT IAEA GV.CS: SOWRE FFTT SOWRE FEET LOT 2.090 LOT 2.090 LIVING - 894 LMNC - 624 GARAGE -249 GARAGE - 259 PAVER ENTRY - 36 PAWL ENTRY . 0 LAAW - 102 LANAI 102 BREEZEWAY = N/A PAYER OLRNEWAY=225 PAVER DRIVEWAY- 261 DRIVEIVAY - 261 PVER WALKWAY- WALKWAY - 48 PAVER 25 IMPERVIOUS - 60.0 T IMPERVIOUS- 57.; x 1.254 1.194 SCD 7 SOD - 542 Wr oT-A-N-A ckcs, REM I - 176 OFF LOT AWA MM R/IY - 176 APRON = 30 APRON - '0 SIDEWALK= t 10 SIDEWALK - "o SOD - 36 SOD - 36 AR AFEAS.' AREA - 2.266 AREA . 2.266 DRTVEWAI' _ ?55 DRIVEWAY - 201 SIDEWALK - 156 SIDEWALK - 135 SOD SOD 578 ASSOC. INC. LAND SUR VFYORS DR 84,36TT - 407 277°3°32 F(407)-658- g17ML7t Loc ° • HIM NOES SCALE 7' = 20' DRAWN BY• •" CHMD FTHCE CC.R . CHM IEARDIS t. TIC 104" LIED DOES HERESY CWW 7HNr 716 SUtYEY REEFS ME ANN%tM Ill"NWAI. S&VAIARDS SET FORM IIT' DATE CE VEA.. • UTR1rY DEE FLORM BOARD OF PROaES57OW. LAAID SU1VEY M N CH4PTDt SJ -17 Of TIE FLORM ACARASIVIAME LODE 1.0[K IIJIME 2 LIM.6Y EYgmw 1WIM 2IRvrwR5 SEAL IVIS w%,EY K Nor mo AND S PRESENTED FOR NFD2 nw4L P7LRP056S mr. PLOT PLAN 05-17-17 1734-17 ILL •NASIE MAIL ' TMEWtt NkD 3. DO SLMVEY WAS PIWPPARM MW "ILE YWORIJLAON FIMJ9 D TO TtR RWVEYOR. 7TKRE ERY 6E 07MR REFIRIOIKMb of RJV RIOR-f Z, OR EASDAEM 7WT AFFECT IMS PROPERN. N ESMt. . EMMMI 4. NO UAI ERGAOLM MPROVEYENIS HAVE SEEN LO'A7ED VMLSS OMERWISE SWAM E-'•C0aIX- S-D6 SLRV•LY IS MWIARED FVR ME SOL.E'SENEF7T OF 7100 COMFIER 70 AND WO" NOT BE W.P. - VITWSE ?MI NORTH AEIIED UPON B. AW ODER DrffY 6. 0404-WM SWWN FOR EHE LOCAT&I OF LWROMAC:MS NIFEON S MILD bUT BE USED TO G2'Cc'. SIRLCr EOIR"M LIVES. THIS &VILO G/PROPERZY DOES NOT LE Thr!.W 7. BE4RJPJM ARE BWD ASSWFD DA7W AND LIN 1W LWE WW:V AS BASE BEaRM (S.8.) 7K ESTABLSHED 100 Y%A4 ROOD PLl4E 4S PER iTRN' E. aE'/ATMYS. S SA7Ax AP.E aa -Ko oN N4nmw GENIC W-Rr" tATUA1 CF 1929. L.'cPtiS OINEPMSE MMM. ZONE' X !WP f 121 ITL 095.5 F P. CE'.WOVAM OF AV7Wf.)PJZAIKW Nc. 45PO. DESCRIPTION AS ZON1N FURNISHED: Lots 249, 250, 251, 252, 253, 254, 255 and 256, THORNBROOKE PHASE 5, as recorded in Plat Book 81, 1 Pages 68 through 69 of the Public Records of ON Seminole County, Florida. LIN PLOT PLAN FOR / CERTIFIED TO: Taylor Morrison of Florida, Inc. i RPLOTPLANONLY i NOT A SURVEY) W AD WPOSED IIAFORLIATION SHOWN o BASED ON SUPPLIED PLAN to o >< AND/OR INSTRUCTIONS PER ° 3 CLIENT(NOT FCo1EL0VEP.lF ED a LOT 247 En O U Wj 04 3C' 1'1 -, 1 Ok to construct townhome with setbacks and LOT 256 R I PAVER 20' n318 3 PROPOSED 20' ATTACHED r, RESIDENCE v 5 4 v y W LLOW UNE 1B• m PAVER 2.9.58' 958, DRIVE 1 PROPOSED=nHSHED SPOT',GRAGE Q ELEVATIONS PER, DRAINAGE PLANS r . LEGEND MATMILD P. • IRM PIPE A am ROD JL COiCl1 u MOON? 0 It : 1/r IR. /IU 43% M • •rrr^.rm•n T CFR11f7ED 37' DM x CIRC" ICL • rm" at LME r PAC. • OWI EF RC9c"ML CLI VATUE u ::-P®17 a tbMMDl nItvA7Ua NSR. • . ASICN•RANAL IIi•PIR 6 K6D I11/0 t:l I es II Ff. FWSW3 FLIM ELE RUES L 1QOOLOT 255 imperviousimpervious area shown. No additional impervious 10.00LOT 254 koo CHORD CHORD BEARINGcuRlrDELTARADUSLENGTH IDA TE i. permitted beyond initial construction. IC1 1 05.56.10• 1 65.00' 1 6.73' 1 6.73 S 0307.08' E i1NE Im 9tA Inr *AA TRACT 8 (1ANDSCAPE/0PEN SPACE/SIGNAGE/WALL/FENCE/UnIJIlES) N 00 ° 09' 03" W C2 1 2036'45' 65.00' 1 23.38' 1 23.26' 1 S 16'2335' E AC P 22.33' 22.00' 22.00' 22.00' 22.00' 22.00' 22.00' 22.33' LOT 256 R I PAVER 20' n318 3 PROPOSED 20' ATTACHED r, RESIDENCE v 5 4 v y W LLOW UNE 1B• m PAVER 2.9.58' 958, DRIVE 1 PROPOSED=nHSHED SPOT',GRAGE Q ELEVATIONS PER, DRAINAGE PLANS r . LEGEND MATMILD P. • IRM PIPE A am ROD JL COiCl1 u MOON? 0 It : 1/r IR. /IU 43% M • •rrr^.rm•n T CFR11f7ED 37' DM x CIRC" ICL • rm" at LME r PAC. • OWI EF RC9c"ML CLI VATUE u ::-P®17 a tbMMDl nItvA7Ua NSR. • . ASICN•RANAL IIi•PIR 6 K6D I11/0 t:l I es II Ff. FWSW3 FLIM ELE RUES L 1QOOLOT 255 ON LOT AREA C&CS: 10.00LOT 254 koo LOT 253 10.00' 10.00 252 LMNG - 770 00, LOT 251 10.00' LOT 250 10'00' CbNM LOT 249 10.00' rl i1NE Im 9tA Inr *AA AC i3.4EE.'EWAY BREEZEWAY = N/A AC AC P PAVER DRIVEW,4Y- 251 VER *4LKWAY - 6 C IMPERVIOUS - 67.7 AC 1.349 i&8' SOD - 7 5.2' Q A MAL 9 APPON • 5T APRON - 51 5.z 16.8' 20.0' 77 m LANAI A c LAM AREA a 2364 LANAI DRNBVAY = 500 m LANA SIDEWALK = 118 LANAI C LANA SOD 36 u Art GSDEM AREA - 2266 ARE^ 2.266 DRFiIEKXY = 255 ORNEIYAY 291 SiDerYALx - rse SIDEWALK 135 SOD SDI 578 6. DINENS06 90W FOR 11E LOCATIM OF AFROYEWNM NEREON SNC= NOT BE USED TO =044rRLCT BOLMWY LMS. THE ESTM?USHED 100 WAR rEC'00 PLWE 45 PER ' 04- 7. P.EAIUM ARE SAUD ASSUMED D4ft/N AND GN 7W LWE STM V AS Bb'E 8MM (8.8.) 5. V VATTGYS. T 90AM ARE 8a-Sc4 ON NATTO$W GEODET1i. VM:M.A DA7UM OF 19". LAIX-EW 0714EPWSE NOTED. 16.8' i 7.2 ENTRY 2.0 314 3 3to 3 Soto 3 302 3 248 3 29y k 290 n PROPOSED PROPOSED • PROPOSED PROPOSED • PROPOSED PROPOSED • PROPOSED ~ ATTACHED a p ATTACHED • ul i o ATTACHED h ATTACHED o o ATTACHED Ni ATTACHED ; i o o ATTACHED 2.0 i RESIDENCE o 0 RESIDENCE o W RESIDENCE 00 RESIDENCE o q RESIDENCE o RESIDENCE o A q RESIDENCE ONII O 1 OhM h H Vt H H H REDWOOD 8/RCH REDWOOD REDWOOD WILLOW 1 PAYER PAVER PAVER PAVER 5.7' ENTRY 5 7' 15. 5.7' 0 3.7 ej o 0 3.75 i PAVER c i 2 7' c i PAVER o 13.7' 0 3.7' ON UNE or LET a 9' 9• a CIE/ 127' M 34.7' 127' 16' 9' 9' 9' 9' PAVER PAVER PAVER PAVER PAVER PAVER DRPNE PAVER DRIVE PAVER PAVER PAVER PAVER PAVER PAVER DRIVE WALK DRIVE WALK WALK WALK WALK DRIVE WALK DRIVE DRIVE 25.00'- 25.00' - 2&00' - 25.00' - 25.00' - 25.00' - 2&00 wis 01 10• AjFO J co ic' C1 15.28' 22.00' 22.00' 22.00' 22.00' 5'WCONC. 22.00' 22.33' ON LOT AREA CALLS: ON LOT AREA C&CS: COU4RE FET koo LOT $185 00 LMNG - 770 Lr)to ZINE ON CbNM m rl i1NE Im 9tA Inr *AA ON LOT AREA CALLS: ON LOT AREA C&CS: COU4RE FET SOWRE FEET LOT $185 LOT 2.1:1 LMNG - 770 IVM - 770 GARAGE 436 GARAGE 458 PAVER ENTRY - 9 PAVER GVTiTY = 9 LANAI. . 93 LANK = 93 i3.4EE.'EWAY BREEZEWAY = N/A PAVER OJBYEWAY-44 PAti*JR RRA$WAY-; P PAVER DRIVEW,4Y- 251 VER *4LKWAY - 6 PAVER WALXIYAY = 6 IMPERVIOUS - 67.7 INPERV M - 62.T 1.349 1.330 SOD - 7 SOD - 7 Q A MAL R/W - 179 R/W - 179 APPON • 5T APRON - 51 SIDEWALK = 112 SWWALK 112 SOD - 16 S00 16 A RIA' - 176 AREA a 2364 AREA = 23W DRNBVAY = 500 DRIVEWAY = ;5} SIOLRYALK = 118 SIDEWALK = 118 SOD -592 S00 392 LOT 242. 243. 246 LOT 2" OR 243 ON LOT AREA CALLS: ON LOT AREA CALLS: SOLIARE FFET SOL14RE FEET LOT--- 2.090 LOT 2.090 LMNG = 894 LMNG 824 6ARACE -249 RAGE 250 PAL=J1 ENTRY - 36 PALER ENTRY 62 LANAI - 102 LA/441 102 BREEZEWAY . NI/A PAVER DRIVEW,4Y- 251 PAYER DRNEWAY•225 D,R/NLZYAY 261 IIALID6 11iTLH71 LaE ° PAD 9 PAVER WALKWAY .,a PA R W.4.KWAY- 25 IMPERRWOUS- 60.0 ! INPEP•.7WS= 57.1 R 1.254 1. 1W WmERSILTED ODES MMM CMM 71W 71RS SI/WWr ARM IME AMOIIAI TECHWAL SEVDIRDS SET FDQ1N BY 1.194 SOD- 5&7 SOD542' INE FLOIID4 SOWD OF PROfFSSXYNI LAND SLOOMYM IN CMPMt S1-17 OF 111E FLORD4 ADAIDAMINE CODE NY O CDOWT OF L1aIR=LRRE N• IAN[ RIA' - 176 R/W 176 APRCN . 30 APRON 30 S%DEWALX - 110 SOEWA1Jc I f0 SOD = 36 SOD 36 u Art GSDEM AREA - 2266 ARE^ 2.266 DRFiIEKXY = 255 ORNEIYAY 291 SiDerYALx - rse SIDEWALK 135 SOD SDI 578 S^OIT. R.L.5 d 4507 ZONE'X MAP ! 121 IX c-05.. r P. C-SVTIf OArcc OF AMHOATLATION No. 45P/. 1734-17 v....... CURB CT ......7 ........ B.B.)N 00°09' 03 W b, PAVE11 rtt A far IrFNS ARE NorMERRYBROOKCIRCLE (40' RAW) TRACT A 1XIDmO4IMPLJIVlO115ARRABKl.LIOLED M RWERVI0115 AREA YCOTT & ASSOC.,INC. LAND SUR VEYORS DR. ORLANDO. 4400 277030N1AL 232 FAX ! IIALID6 11iTLH71 LaE ° Ii1TA ND7E7: SOME - 1' - 20'--1 DRAWN Br': •w MEDOMLIN( FDCE u . 000 NMI" 1. 1W WmERSILTED ODES MMM CMM 71W 71RS SI/WWr ARM IME AMOIIAI TECHWAL SEVDIRDS SET FDQ1N BY WIM FDCI LMLL UTTLITY INE FLOIID4 SOWD OF PROfFSSXYNI LAND SLOOMYM IN CMPMt S1-17 OF 111E FLORD4 ADAIDAMINE CODE CDOWTOF L1aIR=LRRE N• IAN[ 2 MIM EMBCSSLD WIN S'JRYEY'DR5 SSV• TNS SURYLY IS NOT VALID AND D PaESEM FON AFOMOTO14 PURPOSES DNLr. PLOT PLAN 05-17-17 PDOn ar TAIJGDCT NO NWX LL Mk 1 1015 SLIRVFY WAS PRLPARM MOV TITLE DOT IIIATIDN FLEWJRED TO TIE SLORKV R 119M INY K ODER REFFFOCRI)a K9 PT1W W RAIMENT AY DR E4509NM 7WT A.7FLT 110 PRCPERM NM LENOW CSTFI. GSDEM 4. IID IA10E11GA N4YE BERN l.OG4 ORm't SWIM- C - • CD1 s P PAROVEYEN75 or nim571RACY B PALPARED t E 1Nf SOif' BfNEfTT CF 7/K15E CE77Rf1ED' TO AnD' SM.ODLD' NOT KS. • RELAIDRf.IJED UPON BY ANr Ol01fR E vP. • VITriSl FONT NORTii TMS BUR.DXG/PROPERLY DOES NOT UE rl.N 6. DINENS06 90W FOR 11E LOCATIM OF AFROYEWNM NEREON SNC= NOT BE USED TO =044rRLCT BOLMWY LMS. THE ESTM?USHED 100 WAR rEC'00 PLWE 45 PER ' 04- 7. P.EAIUM ARE SAUD ASSUMED D4ft/N AND GN 7W LWE STM V AS Bb'E 8MM (8.8.) 5. V VATTGYS. T 90AM ARE 8a-Sc4 ON NATTO$W GEODET1i. VM:M.A DA7UM OF 19". LAIX-EW 0714EPWSE NOTED. S^OIT. R.L.5 d 4507 ZONE'X MAP ! 121 IX c-05.. r P. C-SVTIf OArcc OF AMHOATLATION No. 45P/. 1734-17 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION I Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 249 Willow RHG E Builder Name: One Stop Cooling He jand at n Street: Z:Q A Permit Office: Seminole Qy City, State, Zip: Sanford , FL , Permit Number: # 1 Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1 1. New construction or existing New (From Plans) 9. Wall Types (1690.0 sgft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13.0 864.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 602.00 ft2 3. Number of units, if multiple family 1 1 c. Frame - Wood, Adjacent R=11.0 224.00 112 4. Number of Bedrooms 3 d: N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1310.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1310.00 ft2 6. Conditioned floor area above grade (tt2) 2058 b., N/A R= ft2 Conditioned floor area below grade (112) 0 c. N/A R. ft2 11. Ducts R f12 7. Windows(230.9 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 411.6 a! U -Factor: Dbl, U=0.34 , 226.86112 SHGC: SHGC=0.32 b. U -Factor: Dbl, U=0.31 4.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.34 a. Central Unit 34.8 SEER:15.20 c.1 U -Factor: N/A ft2 1 SHGC: 13. Heating systems kBtu/hr Efficiency d.1 U -Factor: N/A ft2 SHGC: a. Electric Heat Pump 32.8 HSPF:8.70 Area Weighted Average Overhang Depth: 1.924 ft. Area Weighted Average SHGC: 0.320 14. Hot water systems f a. Electric Cap: 50 gallons 8. Floor Types (2058.0 sgtt.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 777.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 748.00 tt2 None c. other (see details) R= 533.00 f12 15. Credits Pstat1 Total Proposed Modified Loads: 56.35 Glass/Floor Area: 0.112 PASSTotalBaselineLoads: 56.38 1 hereby certify that the plans and specifications covered by Review of the plans and F'04E ST,17 this calculation are in compliance with the Florida Energy specifications covered by this Code.D+9;lA11ysi9nedby0oan I Bojan Paukow Paukowc calculation indicates compliance with the Florida Energy Code. O Datr. 2017.05.18 14:28.07 -04'00' PREPARED BY: Before construction is completed DATE: this building will be inspected for 1 oicompliancewithSection553.908 I hereby certify that this building, as design d, i in compliance Florida Statutes. I, CwiththeFloridaEnergyCode. OD Wtr' OWNER/VA BUILDING OFFICIAL: DATE: DATE: !o - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. 4 Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test `report in accordance with R402.4.1.2. i 4 1 5/18/2017 2:26 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 I', FORM 11405-2014 5/18/2017 2:26 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 PROJECT l' Title: Lot 249 Willow RHG - E Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 2058 Lot # 249 Owner: Taylor Morrison Total Stories: 2 Block/SubDivision: Thombrooke TH of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 45 Street: Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford, Family Type: Multi -family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO_INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blocks 2058 17474.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 777 7226.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1281 10248 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 110 ftz 11 0.29 0 0.71 2 Floor over Garage 2nd Floor ---- --- I 423 tiz 11 0.29 0 0.71 3Sla6-On-Grade Edge Insulatio 1st Floor 64.5 ft 0 I 777 flz 0.29 0 0.71 4 Floor Over Other Space 2nd Floor ---- ---- 748 flz 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emilt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1467 ft2 0 ftz Dark 0.9 N 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1312 ft2 N N 5/18/2017 2:26 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 5/18/2017 2:26 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 CEILING Ceiling Type Space Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor R 30 Blown 1310 ftz 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V_#--Om1--Jo WaIIType-_ Space R--Value--Ft__In_-_..Ft__In Area___.R-1Value_F-raction-Absor-_Grade%- 1 NE=>E Exterior Frame - Wood 2nd Floor 13 22 0 8 0 176.0 ftz 0 0.25 0.6 0 2 NE=>E Exterior Concrete Block - Int Insul 1st Floor 4.1 1 6 9 4 14.0 ftz 0 0 0.6 0 3 SE=>S Exterior Frame - Wood 2nd Floor 13 3 0 8 0 24.0 ftz 0 0.25 0.6 0 4 SW=>W , Exterior Frame - Wood 2nd Floor 13 22 0 8 0 176.0 ft2 0 0.25 0.6 0 5 SW=>W Exterior Concrete Block - Int Insul 1st Floor 4.1 23 6 9 4 219.3 ftz 0 0 0.6 0 6 NW=>N Exterior 1 Frame - Wood 2nd Floor 13 61 0 8 0 488.0 ftz 0 0.25 0.6 0 7 NW=>N Exterior Concrete Block - Int Insul 1 st Floor 4.1 39 6 9 4 368 7 ftz 0 0 0.6 0 8 N Garage Frame - Wood 1 st Floor 11 24 0 9 4 224.0 ftz 0 0.25 0.6 0 DOORS Ornt Door Type Space Storms U-ValueF1 WidthWidthArea I In Ft 1 -=>N Wood 1st Floor None 46 2 8 6 8 17.8 ftz 2 NW=>N Wood 1st Floor None 46 3 8 24 ftz WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 45 degrees). Wall Overhang Omt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 NE=>E 1 Vinyl Low -E Double Yes 0.34 0.32 30.0 ftz 1 ft 0 in 2 ft0 in Drapes/blinds None 2 SW=>W 4 Vinyl Low -E Double Yes 0.34 0.32 45.0 ftz 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 SW= ->W 5 Vinyl Low -E Double Yes 0.34 0.32 17.8 ftz 13 It 0 in 2 It 7 in Drapes/blinds None 4 SW=>W 5 Vinyl Low -E Double Yes 0.34 0.32 17.5 ftz 1 ft 0 in 11 ft 0 in Drapestblinds None 5 SW=>W 5 Vinyl Low -E Double Yes 0.34 0.32 36.0 ftz 1 ft0 in 11 ft 0 in Drapes/blinds None 6 NW=>N 6 Vinyl Low -E Double Yes 0.34 0.32 14.6 ftz 1 ft 0 in 1 ft 0 in Drapes/blinds None 7 NW=>N 6 Vinyl Low -E Double Yes 0.34 0.32 30.0 ftz 1 ft 0 in 1 ft 0 in Drapestblinds None 8 NW=>N 6 Vinyl Low -E Double Yes 0.31 0.34 4.0 ftz 1 ft 0 in 1 ft 0 in Drapes/blinds None 9 NW=>N 7 Vinyl Low -E Double Yes 0.34 0.32 36.0 ftz 1 ft 0 in 11 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 461 ftz 461112 64 It 9.3 ft 1 5/18/2017 2:26 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM 11405-2014 INFILTRATION r Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 00027 1456.2 79.94 150.34 .2424 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.7 32.8 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts _ 1 Central Unit Split SEER: 15.234.8 kBtu/hr 1044 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert #' Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None fie DUCTS Supply ---- Location R -Value Area Return---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 Attic 6 411.6 ft Attic 102.9 It Default Leakage 2nd Floor (Default) (Default) 1 1 r TEMPERATURES Programable Thermostat: Y CoolingJan Feb ]] Mar HeatinHJJan Feb [X] Mar Ventin an Feb [[x11 Mar Ceiling Fans: Apr Ma Jun Jul Au Se [ ]Oct NovprMayJunJulAuSep [ j Oct Nov Xl Apr [ May l Jun Jul [ Aug Se [x] Oct Nov DecJ1Dec Dec 5/18/2017 2:26 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 IThermostat Schedule: HERS 2006 Reference Hours ' Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 n 1 5/18/2017 2:26 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 Cooling (WD) AM 78 ' 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 n 1 5/18/2017 2:26 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: Sanford, FL , MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official; an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of The results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. O R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. Duct testing is not mandatory for buildings complying by Section R405 of this code. 5/18/2017 2:26 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 q FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. O R403.3 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping Insulation. O R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can tum off the hot-water circulating pump when the system is not in use. O R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 31/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. O R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. -Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed,at an orientation within 45 degrees of true south. p R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. 0 8403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 5/18/2017 2:26 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O 8403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. r O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric bumers shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or healing within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. O R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. p R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. O R403.9 Swimming pools, Inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O 8403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. O RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O r R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights O R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 5/18/2017 2:26 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. Sanford, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13.0 864.00 ftz b. Concrete Block - Int Insul, Exterior R=4.1 602.00 ffz 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 224.00 ffz 4. Number of Bedrooms 3 d. N/A R= ffz 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1310.00 ftz 6. Conditioned floor area (ftz) 2058 b. N/A R= ffz 7. Windows" Description Area c. N/A R= ffz a. U -Factor: Dbl, U=0.34 226.86 ffz 11. Ducts a. Sup: Attic, Ret: Attic, AH: 2nd Floor R ffz 6 411.6 SHGC: SHGC=0.32 b. U -Factor: Dbl, U=0.31 1 4.00 ftz SHGC: SHGC=0.34 12. Cooling systems kBtu/hr Efficiency c. U -Factor: N/A ffz a. Central Unit 34.8 SEER:15.20 SHGC: 1 d. U -Factor: N/A ffz 13. Heating systems kBtu/hr EfficiencySHGC: Area Weighted Average Overhang DeptW 1.924 ft. a. Electric Heat Pump 32.8 HSPF:8.70 Area Weighted Average SHGC: 0.320 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 777.00 ffz a. Electric EF: 0.9 b. Floor Over Other Space R=0.0 748.00 ffz c. other (see details) R= 533.00 112b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: 0 Date: City/FL Zip: D THE STq * d D WE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For V information about the Florida Building Code, Energy Conservation, contact the Florida Building, Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/18/2017 2:26 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405- 12014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 249 Willow RHG - E Builder Name: One Stop Cooling and Heating Street: 1 Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic' The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. I The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee.walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have Basketed doors 5/18/2017 2:26 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 I wrightsoft` Protect Summar Job: Lot Willow RHG - E Y Date: 05/188/212 017 Entire House By: LF/MC/BP One Stop Cooling and Heating , 7225 Sandscove Court, Winter Park, FL 32792 Phone. (407) 629. 6920 Fax (407)629-9307 Web. www.OneSlopCooling cornLicense: CAC032444 For: Taylor Morrison Sanford, FL Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Outside db 42 OF Inside db 68 OF Design TD 26 OF Heating Summary Structure 13492 Btuh Ducts 2629 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 16121 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 He 8'Coolin Area (ft2 209 2099 Volume (W) 17736 17736 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 121 62 Heating Equipment Summary M Make Lennox Relative humidity Trade MERIT Model 14H PX -036-230-19 49 AHRI ref 7044407 ' Sensible Cooling Equipment Load Sizing Efficiency Heating input Heating output Temperature rise Actual air flow , Air flow factor Static pressure Space thermostat Capacity balance point = 24 OF 8.7 HSPF 32800 Btuh @ 47°F 0 0 cfm 0 cfm/Btuh 0.50 in H2O Summer Design Conditions Outside db 92 OF Inside db 74 OF Design TD 18 OF Daily range M 2850 Relative humidity 50 Moisture difference 49 gr/Ib Sensible Cooling Equipment Load Sizing Structure 17859 Btuh Ducts 8351 Btuh Central vent (0 cfm) 0 Btuh none) 2.8 ton Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 BtuhEquipmentsensibleload25529 Latent Cooling Equipment Load Sizing Structure 2850 Btuh Ducts 1826 Btuh Central vent (0 cfm) 0 Btuh none) 8700 Btuh Equipment latent load 4676 Btuh Equipment Total Load (Sen+Lat) 30205 Btuh Req. total capacity at 0.75 SHR 2.8 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-036-230-19 Coil CBX27UH-036-230'++TDR AH R I ref 7044407 Efficiency 12.5 EER, 15.2 SEER Sensible cooling 26100 Btuh Latent cooling 8700 Btuh Total cooling 34800 Btuh Actual air flow 1160 cfm Air flow factor 0.044 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.85 Bold/Irallc values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W tl hL50fR' 2017 -May -18 14:23 519Right-Suile® Universal 2017 17 0 23 RSU16877 Page 1 t 249 Willow RHG - Mot 249 Willow RHG - E.rup Calc - MJ8 Building faces- E wrightsoft- Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 249 Willow RHG - E Date: 05/18/2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 -6920 Fax: (407) 629 - 9307 Web: www OneSlopCooling.com License. CAC032444 1 Room name Entire House POU 2 Exposed wall 172.5 It 0 It 3 Room height 8.5 It d 9.3 It heat/cod 4 Room dimensions 4.0 x 9.0 11 5 Room area 2090.5 112 36.0 It= Ty Construction U -value Or HTM Area (112) Load Area (ftp Load number BtufdlP-°F) BluWftg or perimeter (II) Btuh) or perimeter (ft) Btuh) Heal Cod Gross WP/S Heat Cod Gross N/P/S Heal Cod 6 y/ 12C-Osw 0.091 ne 238 2.41 176 146 347 351 0 0 0 0 C 4A5.2ov 0.340 no 8.87 23.74 30 0 266 712 0 0 0 0 W 13A-4ocs 0.143 no 3.73 2.90 14 14 52 40 0 0 0 0 W 12C-Osw 0.091 se 2.38 2.41 24 24 57 58 0 0 0 0 1112C-OswTei 0.091 sw 2.38 2.41 176 131 311 315 0 0 0 0 4A5.2ov 0.340 sw 8.87 22.69 45 6 399 1021 0 0 0 0 VII 13A -flocs 0143 sw 3.73 2.90 219 147 549 426 0 0 0 0 10D -v 0.340 sw 8.87 7.73 18 18 159 138 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 18 0 155 426 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 36 0 319 877 0 0 0 0 12C-0sw 0.091 nw 2.38 2.41 488 439 1044 1058 0 0 0 0 4A5.2ov 0 340 nw 8.87 2374 15 0 129 346 0 0 0 0 4A5-2ov 0.340 nw, 8.87 23.74 30 0 266 712 0 0 0 0 485-21v 0.310 rm 8.09 24.28 4 0 32 97 0 0 0 0 13A-4ocs 0.143 rtes 3.73 2.90 367 307 1147 890 0 0 0 0 10D -v 0.340 nw 8.87 16.62 24 0 213 399 0 0 0 0 4A5.2ov 0.340 nw 8.87 23.74 36 0 319 856 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 223 205 488 309 56 56 133 84 11D0 0.390 n 10.18 12.27 18 18 182 219 0 0 0 0 C 16B MW 0.032 0.84 1.76 1312 1312 1096 2307 0 0 0 0 F 19A-0bscp 0.295 2.89 2.04 111 111 320 225 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 423 423 188 132 0 0 0 0 F 22A•lpm 1.180 30.80 0.00 779 65 1986 0 36 0 0 0 1 1 t 6 c) AED excursion 2072 3 Envelope loss/gam 10025 13988 133 81 12 a) Irdillration 3466 1252 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 1 1700 1 0 Subtotal (lines 6 to 13) 13492 17859 133 81 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 13492 17859 133 81 15 Duct bads 19% 471/6 2629 8351 19Y, 4796 26 38 Total room bad 16121 26210 1 158 118 Air required (cfm) 0 1160 0 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wright54atFt• 2017 -May -181423:51 Ze Right-Suile®Universal 2017 17.0.23 RSU76877 Page 1 1 249 Willow RHG - E\Lot 249 Willow,RHG - E.rup Calc = MJ8 Building laces E wrighftoft, Right -J® Worksheet Entire House t One Stop Cooling and Heating Job: Lot 249 Willow RHG - E Date: 05/18/2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone- (407) 629 - 6920 Fax (407) 629 - 9307 Web www OneSlopCooling corn License: CAC032444 1 Room name KIT FAM 2 Exposed wall 12.0 11 28.0 It 3 Room height i 9.3 it heal/cool 9.3 It heal/cool 4 Room dimensions 180 x 10.5 it 15.0 x 13.0 It 5 Room area t 189.0 112 195.0 ItZ Ty Constriction U -value Or HTM Area (it2) Load Area (it) Load number Btuh/Ilx-•F) Bluhlll or perimeter (Il) Bt h) or perimeter (It) Bluh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 Vy12C-0sw 0.091 ne 2.38 2.41 0 0 0 0 0 0 0 0 C 4A5.2ov 0.340 no 8.87 23.74 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 no 3.73 2.90 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 se 2.38 2.41 0 0 0 0 0 0 0 0 11 y/ 12C-0sw 0 091 sw 2.38 2.41 0 0 0 0 0 0 0 0 C 4A5.2ov 0.340 sw 8.87 22.69 0 0 0 0 0 0 0 0 13A-4ocs 0.143 sw 3.73 2.90 14 14 52 40 140 86 321 249 IOD -v 0.340 sw 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 18 0 155 426 4A5-2ov 0 340 sw 8.87 24.37 0 0 0 0 36 0 319 877 y/ 125-0sw 0.091 nw 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 4A5.2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 4B5 -21v 0.310 nw 8.09 24.28 0 0 0 0 0 0 0 0 V)/ 13A -flocs 0. nw 3.73 2.90 98 98 364 283 121 121 451 350 1OD-v 0.340 wn878. 143 16.62 0 0 0 0 0 0 0 0 4A5.2ov 0.340 nw 8.87 2374 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 167 150 355 225 0 0 0 0 L ---D 11DO 0.390 n 10.18 12.27 18 18 182 219 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19rscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 189 12 370 0 195 28 862 0 1 t 6 c) AED excursion 81 475 Envelope loss/gam 1323 686 2109 2378 12 a) Infiltration 264 95 617 223 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 0 0 Appliances/other 12001 0 Subtotal (lines 6 to 13) 1587 1982 2726 2601 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistnbution 0 0 0 0 14 Subtotal 1587 1982 2726 2601 15 Duct bads 1 19% 4790 309 927 1996 47% 531 1216 Total room bad I 1897 2909 3257 3817 Air required (elm) 1 0 129 0 169 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsofiC 2017 -May -18 14:23 51 cRight-Suite® Universal 2017 17 0.23 RSU16877 Page 2 1 249 Willow RHG - E\Lot 249 Willow RHG - E rup Calc . MJ8 Building laces, E wrightsoft- Right -J® Worksheet Job: Lot 249 Willow RHG - E Entire House Date: 05/18/2017 One Stop Cooling and Heating By: LF/MC/BP t 7225 Sandscove Court, Winter Park, FL 32792 Phone (407)629-6M Fax(407)629-9307 Web: www.OneStopCooling com License CAC032444 1 Room name CAFE STR1 2 Exposed wall 24.5 11 0 It 3 Room height 9.3 1t heal/cool 9.3 It heal/cool 4 Room dimensiors 1.0 x 310.5 It 4.0 x 120 it 5 Room area 310.5 ft= 48.0 112 Ty Construction U -value Or HTM Area (119 Load Area (I12) Load number BtutlgizeF) Btuhrft2) or perimeter (It) Btuh) or perimeter (It) Bluh) Heal Cod Gross WP/S Heat Cod Gross WP/S Heat Cod 6 VII 12C-0sw 0.091 ne 2.38 241 0 0 0 0 0 0 0 0 L 4A5.2ov 0.340 no 8.87 23.74 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 ne 3 73 290 14 14 52 40 0 0 0 0 W 12C-0sw 0.091 se 2.38 241 0 0 0 0 0 0 0 0 11 y/ 12C-0sw 0.091 sw 2.38 2.41 0 0 0 0 0 0 0 0 G 4A5.2ov 0 340 sw 8.87 2269 0 0 0 0 0 0 0 0 Vy s 0.143 sw 3.73 2.90 65 47 176 137 0 0 0 0 IOD -v100-v 0.340 sw 8.87 7.73 18 18 159 138 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 GGG 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 V)/ 125-0sw 0.091 nw 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 ISL --- BGG 4A5.2ov 0.340 row, 8.87 23.74 0 0 0 0 0 0 0 0 4B5 -21v 0.310 nw, 8.09 24.28 0 0 0 0 0 0 0 0 Vy 13A flocs 0.143 nw 3.73 2.90 149 89 331 257 0 0 0 0 10D -v 0 340 nw 887 16.62 24 0 213 399 0 0 0 0 1{ G 4A5-2ov 0.340 nw 8.87 23.74 36 0 319 855 0 0 0 0 P 12C-0sw 0.091 2 38 151 0 0 0 0 0 0 0 0 11D0 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A-Obscp 0.295 2.89 204 0 0 0 0 0 0 0 0 F 19C•19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 311 25 755 0 48 0 0 0 1 I I 6 c) AED excursion 814 0 Envelope loss/gain 2005 2640 0 0 12 a) Infiltration 540 195 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2545 2835 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2545 2835 0 0 15 Duct bads 19% 47% 496 1326 19% 471/6 0 0 Total room bad NMI 4161 0 0 Air required (cfm) 0 184 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AC A - 46-46-- wodrightsft- Right -Suite® Universal 2017 17 0 23 RSU16877 2017 -May -18 14 Page 3 1 249 Willow RHG - E\Lol 249 Willow RHG - E rup Calc - MJ8 Building faces. E wrightsoft• Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 249 Willow RHG - E Date: 05/18/2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web www.OneSiopCooling.com License: CAC032444 1 Room name MBED MWIC 2 Exposed wall 305 It 7.0 It 3 Room height 8.0 if heal/cool 8.0 It heat/cool 4 Room dimensions 15.0 x 15.5 it 7.0 x 125 It 5 Room area 232.5 tit 87.5 fl= Ty Construction U -value Or HTM Area (ft) Load Area (ftq Load number BtuWltL*F) BtuWft2) or perimeter (ft) Btuh) or perimeter (It) Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 VN 12C-Osw 0.091 ne 2.38 241 0 0 0 0 0 0 0 0 L -J 4A5.2ov 0.340 no 8.87 23.74 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 no 3.73 290 0 0 0 0 0 0 0 0 W 12C-Osw r 0.091 se 2.38 241 0 0 0 0 0 0 0 0 11 Vj/ 72C-0sw 0.091 sw 2.38 2.41 120 75 178 181 56 56 133 135 G 4A5.2ov 0.340 sw 8.87 22.69 45 6 399 1021 0 0 0 0 V 1 0.143 sw 373 290 0 0 0 0 0 0 0 0 vOD•v10D 0.340 sou 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 Vh12C-Osw 0.091 nw, 2.38 241 124 109 260 263 0 0 0 0 4A5.2ov 0.340 nw, 8.87 23.74 15 0 129 346 0 0 0 0 4A5.2ov 0.340 rw 8.87 23.74 0 0 0 0 0 0 0 0 4B5.2fv 0.310 rnv 8.09 24 28 0 0 0 0 0 0 0 0 Vjl 13A-4ocs 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 10D -v 0.340 nw 8.87 16.62 0 0 0 0 0 0 0 0 4A5.2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 P 12C-Osvi 0.091 2.38 1.51 0 0 0 0 0 0 0 0 11D0 0.390 n 10.18 12.27 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 233 233 194 409 88 88 73 154 F 19A-Obscp 0.295 2.89 2.04 91 91 263 186 0 0 0 0 F 19C•19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 3080 0.00 0 0 0 0 0 0 0 0 r I 1 1 1 6 1 c) AED excursion 478 13 Envelom loss/gam 1424 2884 206 275 12 a) Infiltration 578 209 133 48 b) Room ventilation 0 0 0 0 13 Internal gams: Occupants @ 230 2 460 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2002 3552 339 323 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2002 3552 339 323 15 Dual bads 191Y. 475/6 39D 1661 199/6 479/0 66 151 Total room bad 2392 5214 405 475 Air required (ctm) 0 231 6 0 21 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrllghtsofV ht -Suite® R Universal 2017 17 0 23 RSU16877 2017 -May -18 14:23 51 g t 249 Willow RHG - E\Lot 249 Willow RHG - E.rup Calc . MJB Building faces E Page 4 wrightsoft- Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 249 Willow RHG - E Date: 05/18/2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web: www.OneStopCooling com License: CAC032444 1 Room name LAUN MBTH 2 Exposed wall O 1t 11.0 It 3 Room herghl 8.0 It heal/cod 8.0 It heat/cool 4 Room dimensions 7.0 x 9.5 It 1.0 x 103.8 11 5 Room area 1 66.5 Il: 103.8 flz Ty Construction U -value Or HTM Area (II) Load Area (Itz) Load number BtuWftl-°F) Btuh/1I9 or perimeter (11) Bluh) or perimeter (It) Btuh) Heat Cod Gross N/P/S Heat Cod Gloss WP/S Heat Cod 6 tq/ 12C-0sw 0.091 ne 2.38 241 0 0 0 0 0 0 0 0 4A5.2ov 0.340 ne 8.87 23.74 0 0 0 0 0 0 0 0 W 13A•4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 W 12C Osw 0.091 se 2.38 241 0 0 0 0 0 0 0 0 11 y/ 12C-0sw 0.091 sw 238 2.41 0 0 0 0 0 0 0 0 G 4A5.2ov 0.340 sw 8.87 22.69 0 0 0 0 0 0 0 0 13A•4ocs 0.143 sw 3.73 290 0 0 0 0 0 0 0 0 10D•v 0.340 sw 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 12C-0sw 0.091 nw 2.38 241 0 0 0 0 88 84 200 202 4A5.2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 4A5.2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 485.21v 0 310 nw 8.09 2428 0 0 0 0 4 0 32 97 Vj/ 13A-4ocs 0.143 nw 3 73 2.90 0 0 0 0 0 0 0 0 10D -v 0.340 nw 8.87 16.62 0 0 0 0 0 0 0 0 L= G; 4A5-2ov 0.340 nw 8.87 2374 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 11 DO 0.390 n 1018 12.27 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 67 67 56 117 104 104 87 182 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 4 4 11 8 F 19C•19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm I 1.180 30.80 0 00 0 0 r 0 0 0 0 0 0 1 61 c) AED excursion 24 37 Envelope loss/gain 56 93 329 526 12 a) Infiltration 0 0 208 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 500 0 Subtotal (lines 6 to 13) 56 593 538 601 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 9 18 0 0 14 Subtotal 64 611 538 601 15 Duct bads 1 19% 47% 13 285 19% 47% 105 281 Total room load 77896 643 883 Air required (clm) 0 40 0 39 Calculations awroved by ACCA to meet all requirements of Manual J 8th Ed. wrrightsoft- Right -Suite® Universal 2017 17 0 23 RSU16577 2017 -May -18 1 .23 51 1 249 WiAow RHG • E\Lot 249 Willow RHG - E.rup Calc - MJ8 Building faces: E 95 5 wrightsoft* Right -J® Worksheet Job: Lot 249 Willow RHG - E Entire House Date: 05/18/2017 One Stop Cooling and Heating By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone- (407) 629 - 6920 Fax: (407) 629. 9307 Web: www OneStopCooling.com License: CAC032444 1 Room name MTOI W IC2 2 Exposed wall 0 It 14.0 It 3 Room height 8.0 If heaycool 8.0 It heal/cool 4 Room dimensions 6.5 x 3.5 If 5.0 x 9.0 If 5 Room area 22.8 1t2 45.0 It: Ty Construction U -value Or HTM Area (IIS Load Area (fly Load number BtuMlt;•F) Bt fly I or penmeter (It) BI h) or perimeter (It) Btuh) Heal Cod Gross NIP/S Heal Cod Gross N/P/S Heal Cool 6 VLG12C-0sw 0.091 no 2.38 2.41 0 0 0 0 40 40 95 96 4A5.2ov 0.340 ne 8.87 23.74 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 no 3.73 290 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 se 2.38 241 0 0 0 0 0 0 0 0 11 Vt12C-0sw 0.091 sw 238 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 22.69 0 0 0 0 0 0 0 0 13A-4ocs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 10D -v 0.340 sw 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 VII 125-0sw 0.091 nw 2.38 2.41 0 0 0 0 72 72 171 173 4A5 -2w 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 4A5.2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 4B5 -21v 0.310 nw 8.09 24.28 0 0 0 0 0 0 0 0 13A-4ocs 0.143 nw 3.73 290 0 0 0 0 0 0 0 0 101)-v 0.340 rrw, 8.87 16.62 0 0 0 0 0 0 0 0 4A5.2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 P1 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C 1613.30ad 0.032 0.84 1.76 23 23 19 40 45 45 38 79 F 19A-0bscp 0.295 2.89 204 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 45 45 20 14 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 1 1 1 6 c) AED excursion 2 18 Envelope loss/gain 19 38 324 345 12 a) Infiltration 0 0 265 96 b) Room ventilation 0 of 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/olher 10 0 Subtotal (lines 6 to 13) 19 38 589 441 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19 38 589 441 15 Duct loads 19'/0 47"/0 4 18 195/6 475/6 115 206 Total room bad 23 56 703 647 Air required (clm) 0 2 1 10 29 Calculations awroved by ACCA to meet all requirements of Manual J 8th Ed. wrghtsoft' 2017-May-18 14 23 51 Right-Suile® Universal 17.0.23 RSU16877 Page 6 1 249 Willow RHG - ENLot 249 Willow RHG - E rup Calc . MJ8 Building faces E i# wrightsoR, Right -J® Worksheet Job: Lot 249 Willow RHG - E Entire House Date: 05/18/2017 One Stop Cooling and Heating By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web www.OneStopCooling com License: CAC032444 1 Room name BED3 WIC3 2 Exposed wall 18.0 it 5.0 it 3 Room height 8.0 It heat/cool 8.0 it heal/cool 4 Room dimensxxls 12.0 x 12.0 1l 5.0 x 9.0 it 5 Room area 144.0 f12 45.0 112 Ty Construction U -value Or HTM Area (It2) Load Area (W) Load number BtuWIIL°F) Bluh/ft2) or perimeter (It) Bluh) or perimeter (Il) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6W/ 12C-0sw 0.091 ne 2.38 2.41 96 66 157 159 40 40 95 96 4A5.2ov 0.340 ne 8.87 23.74 30 0 266 712 0 0 0 0 W 13A-4ocs 0.143 ne 373 2.90 0 0 0 0 0 0 0 0 W 12C-Osw 0 091 se 2.38 2.41 24 24 57 58 0 0 0 0 11 y/ 12C-0sw 0.091 sw 2.38 2.41 0 0 0 0 0 0 0 0 G 4A5.2ov 0.340 sw 8.87 22.69 0 0 0 0 0 0 0 0 13A -flocs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 10D -v 0.340 sw 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 87 24.37 0 0 0 0 0 0 0 0 12C-0sw 0.091 nw 2.38 2.41 24 24 57 58 0 0 0 0 4A5.2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 4A5.2ov 0.340 nw 8.87 2374 0 0 0 0 0 0 0 0 4B5 -21v 0.310 nw 8.09 24.28 0 0 0 0 0 0 0 0 13A-4ocs 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 10D -v 0.340 nw 8.87 16.62 0 0 0 0 0 0 0 0 4A5.2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 L -D 11 DO 0.390 n 10.18 12.27 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 144 144 120 253 45 45 38 79 F 19A-0bscp 0.295 2.89 204 12 12 35 24 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 132 132 59 41 45 45 20 14 F 22A-tpm 1 1.180 i 30.80 000 0 0 0 0 0 0 0 0 1 1 r 6 c) AED excursion 1 131 9 Envelope loss/gain 750 1436 153 181 12 a) Infiltration 1 341 123 95 34 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 1 0 0 Appkances/dher 0 Subtotal (lines 610 13) 1091 1 1.0 247 215 Less external load 0 0 0 Less transfer 0 0 0 Redistribution 0 0 0 14 Subtotal 1091 1790 247 215 15 Duct bads IIN 47% 1 213 837 199/0 47% 481 100 Total room bad 1304 2626 2% 315 Air required (clm) 0 116 0 14 Calculations awroved by ACCA to meet all reouirements of Manual J 8th Ed. Wrllghtsv t- 2017 -May -1814:23:51 e Right -Suite® Universal 2017 17.0.23 RSU16877 Page 7 1 249 Willow RHG - E\Lot 249 Willow RHG - E rup Calc - MJ8 Building faces: E wrightsoft, Right -J® Worksheet Entire House One Stop Cooling and Heating I 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Job: Lot 249 Willow RHG - E Date: 05/18/2017 By: LF/MC/BP Web: www.0neSiopCooling.com License CACO32444 1 Room name BTH2 T012 2 Exposed wall 0 it 0 1t 3 Room height 8.0 It haat/cool 8.0 1l heat/cool 4 Room dimensions 7.0 x 5.5 It 7.0 x 6.0 it 5 Room area , 38.5 112 42.0 112 Ty Construction U -value Or HTM Area (119 Load Area (ft2) Load number Btutyfl2 •F) Btuh/1tq or perimeter (It) Bt h) or perimeter (ft) Bt h) Heat F Cod Gross WP/S Heat Cod Gross WP/S Heat Cod 6 W/ 12C-Osw 0.091 no 2.38 2.41 0 0 0 0 0 0 0 0 L--3 4A5-2ov 0.340 ne 8.87 23.74 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 ne 3.73 290 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 se 2.38 2.41 0 0 0 0 0 0 0 0 11 yl 12C-Osw 0.091 sw 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 22.69 0 0 0 0 0 0 0 0 13A-4ocs 0143 sw 3.73 290 0 0 0 0 0 0 0 0 10D -v 0.340 sw 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 12C-Osw 0.091 nw 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 4A5.2ov 0 340 nw 887 23.74 0 0 0 0 0 0 0 0 4B5 -21v 0.310 nw 8.09 24.28 0 0 0 0 0 0 0 0 13A-4ocs 0143 nw 3.73 2.90 0 0 0 0 0 0 0 0 10D -v 0.340 nw 8.87 16.62 0 0 0 0 0 0 0 0 4A5.2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 P 12C-Osw 0 091 2.38 1.51 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.18 12.27 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 39 39 32 68 42 42 35 74 F 19A Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 39 39 17 12 20 20 9 6 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 1 1 6 c) AED excursion 3 3 Envelope losstgain 49 77 44 77 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 49 771 144 77 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 9 18 14 Subtotal 49 77 53 95 151 uct bads 195/0 47% 10 36 19% 47% 10 44 Total room bad I 59 112 63 139 Air required (cim) I 0 5 0 6 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wright54a1Ft• 2017 -May -18 14 23:51 Righl-Suite® Universal 2017 17 0.23 RSU16877 Page 8 1 249 Willow RHO - E\Lot 249 Willow RHO - E.rup Calc - MJ8 Building faces: E wrightsoft* Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 249 Willow RHG - E Date: 05/18/2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web: www OneStopCooling.com License CAC032444 1 Room name BED2 LOFT 2 Exposed wall 11.5 It 11.0 it 3 Room height 8.0 1t heat/cool 8.0 it heaUcool 4 Room dimensions 11.5 x 11.5 It 1.0 x 290.3 It 5 Room area 132.3 ft2 290.3 ft2 Ty Construction U -value Or HTM Area (fig Load Area (112) Load number Btuh/ft2-°F) Bt fig or perimeter (1t) Bt h) or perimeter (ft) Btuh) r Heal Cod Gross H/P/S Heal Cod Gross WP/S Heat Cod 6 14/12C-0sw 0.091 ne 2.38 241 0 0 0 0 0 0 0 0 G 4A5.2ov 0.340 ne 8.87 23.74 0 0 0 0 0 0 0 0 W 13A•4ocs 0.143 no 3.73 290 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 se 2.38 2.41 0 0 0 0 0 0 0 0 11 y/ 12C-0sw 0.091 sw 2.38 241 0 0 0 0 0 0 0 0 G 4A5.2ov 0.340 sw 8.87 2269 0 0 0 0 0 0 0 0 13A4ocs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 10D -v 0 340 sw 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 12C-0sw 0.091 nw, 2.38 241 92 77 183 185 88 73 173 176 4A5.2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 4A5.2ov 0.340 nw 8.87 23.74 15 0 133 356 15 0 133 356 4B5.2fv 0.310 nw 8.09 24.28 0 0 0 0 0 0 0 0 13A4ocs 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 10D -v 0.340 nw 8.87 16.62 0 0 0 0 0 0 0 0 4A5.2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 PI 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 11DO 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 132 132 110 233 290 290 242 510 F 19A-0bscp 0.295 2.89 204 0 0 0 0 4 4 11 8 F 19C-19cscp 0.049 0.44 0.31 109 109 48 34 33 33 15 10 F 22A4pm 1.180 30.80 0 00 0 0 0 0 0 0 0 0 I 1 6 c) AED excursion 149 148 Envelope losstgain 475 957 574 1208 12 a) Infiltration 218 79 208 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 693 1266 783 1284 Less external load 0 0 0 0 Less transfer 1 0 0 0 0 Redistribution 0 0 34 69 14 Subtotal 693 1266 817 1353 15 Duct bads 191/6 47% 135 592 191Yu 47%1 159 633 Total room bad 828 1857 976 1985 Air required (cfm) 0 82 0 88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti wrightsotTt- 2017 -May -18 14 2351 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 9AM . 1 249 Willow RHG - E\Lot 249 Willow RHG - E.rup Calc - M.18 Building faces: E wrightsoft• Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 249 Willow RHG - E Date: 05/18/2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone- (407) 629. 6920 Fax (407) 629 - 9307 Web: wwwOneStopCooling com License. CAC032444 1 Room name STR2 2 Exposed wall 0 it 3 Room height, 80 It heat/cool 4 5 Room dim"ions Room area 4.0 x 15.5 It 62.0 W Ty Construction U -value Or HTM Area (ft2) Load Area Load number Btuh/ItLIF) Btufdit2) or perimeter (Il) Bluh) or penmeter Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 V1/ 12C-Osw 0.091 no 238 2.41 0 0 0 0 C 4A5.2ov 0 340 ne 8.67 2374 0 0 0 0 W 13A4ocs 0.143 ne 3.73 2.90 0 0 0 0 W 12C-Osw 0.091 se 2.38 2.41 0 0 0 0 11 12C-0sw 0.091 sw 2.38 2.41 0 0 0 0 4A5.2ov 0.340 sw 887 22.69 0 0 0 0 13A-4ocs 0.143 sw 3 73 2.90 0 0 0 0 101)-v 0.340 sw 887 7.73 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 0 0 0 0 12C-Osw 0.091 nw, 238 2.41 0 0 0 0 4A5-2ov 0 340 nw 8.87 23.74 0 0 0 0 4A5.2ov 0.340 nw 8.87 23.74 0 0 0 0 4B5 -21v 0 310 nw, 8.09 24.28 0 0 0 0 13A-4ocs 0.143 nw 3.73 2.90 0 0 0 0 l--- GG T=2 10D -v 0.340 nw 8.87 16.62 0 0 0 4A5-2ov 0.340 nw 8.87 23.74 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 11 DO 0.390 n 10.18 1227 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 62 62 52 109 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 F 19C•19cscp 0.049 0.44 0.31 0 0 0 0 F 22A-Ipm 1.180 30.80 0.00 0 0 0 0 1 6 c) AED excursion 4 Envelope loss/gain 52 105 12 a) Infiltration ' 0 0 b) Room ventilation 0 0 13 Internal gains. OccupaNs @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 52 105 Less external bad 0 0 Less transfer 0 0 Redistribution 52 105 14 Subolaf 0 0 15 Duct bads 191/6 479/9 0 0 Total room bad 0 0 Air required (cfm) 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AG- 00- W right sc tr 2017 -May -18 14:23.51 Zk Right -Suite® Universal 2017 17.0 23 RSU16877 Page 10 1 249 Willow RHG - E\Lol 249 Willow RHG - E.rup Calc - M.18 Building laces: E Duct System Summa Job: Lot 249 Willow RHG - E wrightsoft° Date: 05/18/2017 Entire House By: LFIMC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web www OneStopCooling.com License CAC032444 Project• • For: Taylor Morrison Sanford, FL I Heating Cooling External static pressure a50 in H2O 0.50 in H2O Pressure losses 0.16 in H2O 0.16 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.258 / 0.082 in H2O 0.258 / 0.082 in H2O Lowest friction rate 0.135 in/100ft 0.135 in/100ft Actual air flow ' 0 cfm 1160 cfm Total effective length (TEL) 251 ft Supply Branch Detail Table Name Design Btuh) Htg Cfm) Clg Cf m) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2. C 1857 0 82 0.148 6.0 Ox 0 VIFx 34.4 140.0 st3 BED3 C 2626 0 116 0.143 6.0 OA 0 VIFx 40.4 140.0 st3 BTI -12 C 112 0 5 0.146 4.0 Ox 0 VIFx 36.0 140.0 st3 CAFE C 2080 0 92 0.188 6.0 Oxo VIFx 16.8 120.0 st1 CAFE -A ' C 2080 0 92 0.180 6.0 0x0 VIFx 23.2 120.0 st1 FAM C 3817 0 169 0.162 7.0 Ox 0 VIFx 33.7 125.0 st1 KIT C 2909 0 129 0.174 7.0 Ox 0 VIFx 23.4 125.0 st1 LAUN C 896 0 40 0.227 4.0 Ox 0 VIFx 8.4 105.0 st2 LOFT + C 1985 0 88 0.143 6.0 Ox 0 VIFx 40.4 140.0 st3 MBED C 2607 0 115 0.195 7.0 Ox 0 VIFx 16.9 115.0 st2 MBED-A C 2607 0 115 0.204 7.0 Ox 0 VIFx 11.2 115.0 st2 MBTH c 883 0 39 0.184 4.0 Ox 0 VIFx 20.0 120.0 st2 MTOI c 56 0 2 0.200 4.0 Ox 0 VIFx 14.0 115.0 st2 MwIC c 475 0 21 0.305 4.0 Ox 0 VIFx 4.5 80.0 POU C 118 0 5 0.160 4.0 Ox 0 VIFx 36.2 125.0 st1 T012 c 139 0 6 0.144 4.0 Ox 0 VIFx 38.9 140.0 st3 WIC2 C 647 0 29 0.143 4.0 Ox 0 VIFx 45.5 135.0 st3 WIC3 C 315 0 14 0.135 4.0 Ox 0 VIFx 45.5 145.0 st3 Bo/d/ilallc values have been manually overridden wri htsoft• 2017 -May -18 14 23 52 9 Rrghl-Suite® Universal 2017 17.0.23 RSU16877 Page 1 ACCA . 1 249 Willow RHG - E\Lol 249 Willow RHG - E.rup Calc - 101J8 Building laces E 1111 -- M7ReturnBranchDetailTable Trunk Htg I Clg Design Veloc Diam H x W Duct Stud/Joist Name Type cfm), cfm) FR fpm) in) in) Material Trunk st1 Peak AVF 0 487 0.160 620 12.0 0 x 0 VinlFlx 0.163 st3 Peak AVF 0 340 0.135 623 10.0 0 x 0 VinlFlx st2 st2 Peak AVF 0 1 652 1 0.135 1 610 1 14.0 0 x 0 VinlFlx 1111 -- M7ReturnBranchDetailTable wri htsoft• Page 2 2017 -May -18 14,23 52 ACC 9 Right -Suite® Universal 2017 17 0 23 RSU16877 A ...t 249 Willow RHG - Eliot 249 Willow RHG - E.rup Calc = MJ8 Building laces: E Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) tt) FR fpm) in) in) Opening (in) Matl Trunk rb2 Ox 0 0 293 50.5 0.163 538 10.0 Ox 0 VIFx rb1 Ox 0 0 867 61.0 0.135 621 16.0 Ox 0 VIFx wri htsoft• Page 2 2017 -May -18 14,23 52 ACC 9 Right -Suite® Universal 2017 17 0 23 RSU16877 A ...t 249 Willow RHG - Eliot 249 Willow RHG - E.rup Calc = MJ8 Building laces: E Static Pressure and Friction Rate Job: Lot 249 Willow RHG - E wrightsoft` Date: 05/18/2017 Entire House By: LF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Wmler Park, FL 32792 Phone: (407) 629. 6920 Fax: (407) 629 - 9307 Web www OneStopCooling corn License. CAC032444 For: Taylor Morrison Sanford, FL Heating Available Static re Return in/100ft) Press-u Heating Cooling Measured length of run -out in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses 145 35 Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other idevice 0 0 Available static pressure 0.34 0.34 Heating Supply Return in/100ft) ft) ft) Measured length of run -out 16 26 Measured length of trunk 29 0 Equivalent length of fittings 145 35 Total length 190 61 Total effective length 251 Heating Cooling in/100ft) in/100ft) Supply Ducts 0.135 OK 0.135 OK Return Ducts 0.135 OK 0.135 OK Fitting Equivalent Length Details supply 4X=35, 11A=20, 11G=5, 11G=5, 11G=5, 11A=20, 11G=5, 1A=35, 11G=5, 11G=5, 11G=5: TotalEL=145 Return 6M=20, 5E1=10, 11G=5: TotalEL=35 wri ht:SOW 2017 -May -1814:23.52 A , 9 Right-Suile® Universal 2017 17.0 23 RSU76877 Page 1 t 249 Willow RHG - ELM 249 Willow RHG - E rup Calc . MJ8 Building faces- E RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 250 Redwood RHG -.E Builder Name: One Stop Cooling and Heating Street: 2Q OU Permit Office: S in lef% - 1 7 35City, State, Zip: SanfortJ ,FL, Permit Number: nSANr-Or' Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (1062.7 sqft.) Insulation Area nsz 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13.0 400.00112 b. Frame - Wood, Adjacent R=11.0 345.33 f12 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=4.1 317.33 f12 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1160.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1160.00 ft2 6. Conditioned floor area above grade (I12) 1957 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A 11. Ducts R= ft2 R ft2 7. Windows(173.4 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 391.4 a. U -Factor: Dbl, U=0.34 165.37 112 i SHGC: SHGC=0.32 b. U -Factor: Dbl, U=0.31 8.00 f12 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.34 a. Central Unit 30.0 SEER:15.00 c. U -Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft2 a. Electric Heat Pump 26.4 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 2.237 ft. Area Weighted Average SHGC: 0.321 14. Hot water systems 1 a. Electric Cap: 50 gallons 8. Floor Types (1957.0 sgft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 907.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 797.00 ft2 None c. other (see details) R= 253.00 ft2 15. Credits Pstat Total Proposed Modified Loads: 46.69 Glass/Floor Area: 0.089 PASSTotalBaselineLoads: 47.28 I hereby certify that the plans and specifications covered by Review of the plans and iKE STgT this calculation are in compliance with the Florida Energy specifications covered by this b0 Code. DglUlly signed by Bolan calculation indicates compliance h '%' `_ = r, • OBojanPaukovicPak -,k with the Florida Energy Code. nt,,, '••• t 05 1814.32.592017ae: . 04.00' PREPARED BY: D Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 5 a I hereby certify that this building, as d ned, is in compliance Florida Statutes. with the Florida Energy Code. CDD WE S v OWNER T BUILDING OFFICIAL: - DATE. DATE: -4 III If Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 5/18/2017 2:31 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 5/18/2017 2:31 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: Lot 250 Redwood RHG - E Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 1957 Lot # 250 Owner: Taylor Morrison Total Stories: 2 Block/SubDivision: Thombrooke TH of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 0 Street: Permit Office: I Seminole Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO—INTL—AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl J 1957 16835.1 1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms IntilID Finished Cooled Heated 1 1st Floor 907 8435.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1050 8400 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ____ ---- 253 ft2 11 0.29 0 0.71 2SIab,On-Grade Edge Insulalio 1st Floor 34 ft 0 907 ft2 0.29 0 0.71 3 Floor Over Other Space 2nd Floor ___- ____ 797 ft2 0 0.29 0 0.71 ROOF Roof Gable Root Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1297 f12 0 ft2 Dark 0.6 N 0.6 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1160 ft2 N N 5/18/2017 2:31 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 5/18/2017 2:31 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 CEILING Ceiling Type R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Space 1 st Floor 30 Blown 1160 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt-J.o-YVaII.Type Space R-Value-El n - EI -In -Area R_Value_..Fraction-Absor--Grade%- 1 S Exterior Frame - Wood 2nd Floor 13 7 0 8 0 56.0 ft2 0 0.25 0.6 0 2 S Exterior Concrete Block - Int Insul 1 st Floor 4.1 3 0 9 4 28 0 ft2 0 0 0.6 0 3 E Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft2 0 0.25 0.6 0 4 E Exterior 'Concrete Block - Int Insul 1 st Floor 4.1 9 6 9 4 88.7 ft2 0 0 0.6 0 5 W Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft2 0 0.25 0.6 0 6 W Exterior Concrete Block - Int Insul 1st Floor 4.1 21 6 9 4 200.7 ft2 0 0 0.6 0 7 Garage Frame - Wood 1st Floor 11 37 0 9 4 345.3 ft2 0 0.25 0.6 0 DOORS Omt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 E Insulated 1st Floor None 4 3 8 24 ft2 2 Wood 1st Floor None 46 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 e 3 Vinyl Low -E Double Yes 0.34 0.32 30.0 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 2 e 3 Vinyl Low -E Double Yes 0.34 0.32 15.4 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 3 e 4 Vinyl Low -E Double Yes 0.34 0.32 4.0 ft2 1 ft 0 in 11 ft 0 in Drages/blinds None 4 w 5 Vinyl Low -E Double Yes 0.34 0.32 14.6 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 w 5 Vinyl Low -E Double Yes 0.34 0.32 30.0 f12 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 W 5 Vinyl Low -E Double Yes 0.31 0.34 8.0 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 7 w 6 Vinyl Low -E Double Yes 0.34 0.32 17.9 ft2 13 It 0 in 2 It 7 in Drapes/blinds None 8 w 6 Vinyl Low -E Double Yes 0.34 0.32 17.5 ft2 1 ft 0 in 11 ft 0 in Drapestblinds None 9 W 6 Vinyl Low -E Double Yes 0.34 0.32 36.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 T 253 ft2 253 ft2 64 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000273 1402.9 77.02 144.85 2456 5 5/18/2017 2:31 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 5/18/2017 2:31 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 26.4 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 30 kBtu/hr 900 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 ^^ 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None fie DUCTS J Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 391.4 ft Attic 97.85 ft Prop. Leak Free 2nd Floor cfm 58.7 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[ Heatin[X} i Jan Feb r Mar Jan Feb [X] Mar rEpr f Ma Jun Jul May Jun 4 Jul Au Au4 Se Sep Oct Oct Nov Nov DecHDec Ventingl) Jan [ ]Feb [[[[XXXXJ))) Mar lX XJ Apr [ May Jun l Jul Aug l Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 1 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/18/2017 2:31 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: Sanford , FL , 1 , MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraff and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; - 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O, R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0 R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1 The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 5/18/2017 2:31 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 0 R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping Insulation. O R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can tum off the hot-water circulating pump when the system is not in use. O R403.4.3 Heat traps (Mandatory). Storage water heaters notequipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 31/z inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. O R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. p R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shallthave automatic or gravity dampers that close when the ventilation system is not operating. p R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 5/18/2017 2:31 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: . t 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. D R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. p R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 551F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. 1 O R403.9 Swimming pools, Inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. O RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights O R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 5/18/2017 2:31 PM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. Sanford, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13.0 400.00 fie b. Frame - Wood, Adjacent R=11.0 345.33 112 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=4.1 317.33 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1160.00 ft2 6. Conditioned floor area (1`12) 1957 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 a. U -Factor: Dbl, U=0.34 165.37 112 11. Ducts a. Sup: Attic, Ret: Attic, AH: 2nd Floor R ft2 6 391.4 SHGC: SHGC-0.32 b. U -Factor: Dbl, U=0.31 8.00 ft2 SHGC: SHGC-0.34 12. Cooling systems kBtu/hr Efficiency c. U -Factor: N/A ft2 a. Central Unit 30.0 SEER:15.00 SHGC: d. U -Factor: N/A 1 ft2 13. Heating systems kBtu/hr Efficiency SHGC: r I a. Electric Heat Pump 26.4 HSPF:9.00 Area Weighted Average Overhang Depth: 2.237 ft. Area Weighted Average SHGC: 0.321 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 907.00 ft2 a. Electric EF: 0.9 b. Floor Over Other Space R=0.0 797.00 ft2 c. other (see details) R= 253.00 ft2 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/18/2017 2:31 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 250 Redwood.RHG - E Builder Name: One Stop Cooling and Heating Street: Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawispace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 5/18/2017 2:31 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft° Project Summary Entire House One Stop Cooling and Heating Job: Lot 250 Redwood RHG - E Date: 05/18/2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax. (407) 629. 9307 Web, www.OneSiopCooling com License: CAC032444 For: Taylor Morrison Sanford, FI Notes: Design Information Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 9678 Btuh Structure 15515 Btuh Ducts 1936 Btuh Ducts 3986 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0, Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 11614 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 BtuhInfiltrationEquipmentsensibleload18994 Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2921 Btuh Ducts 807 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ftz 1957 1957 Equipment latent load 3729 Btuh Volume ()ft3) 16761 16761 Air changes/hour 0.43 0.23 Equipment Total Load (Sen+Lat) 22722 Btuh Equiv. AVF (cfm) 120 64 Req. total capacity at 0.75 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-030-230-19 Cond 14HPX-030-230-19 AHRI ref 7044384 Coil CBX27UH-030-230'++TDR AH R I ref 7044384 Efficiency 9 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 22500 Btuh Heating output 26400 Btuh @ 47°F Latent cooling 7500 Btuh Temperature rise 0 OF Total cooling 30000 Btuh Actual air flow 0 cfm Actual air flow 1000 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 20 OF Backup: Input = 0 kW, Output = 0 Btuh, 100 AFUE Bold/ltalle values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. z Wrl I1iSOTt' 2017 -May -18 14 29:579Right -Suite® Universal 2017 17.0.23 RSU16877 Page 1 ACS 250 Redwood RHO - E\Lol 250 Redwood RHO - E.rup Calc - MJB Building faces: E wrightsoft• Right -J® Worksheet Job: Lot 250 Redwood RHG - E Entire House Date: 05/18/2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 • 6920 Fax (407) 629 - 9307 Web. www.OneStopCoolmg com License: CAC032444 1 Room name Entire House PWDR 2 Exposed wall 84.0 it 6.5 It 3 Room height 8.6 1t d 9.3 it heal/cool 4 Room dimensions 4.0 x 8.0 1t 5 Room area 1 1956.8 f12 32.0 IF Ty Construction U•vafue Or HTM Area (ft2) Load Area (112) Load number BluWft2-°F) Btufditg or perimeter (ft) Btuh) or perimeter (1t) Btuh) Heal Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 V)/ 12C w 0.091 a 2.38 2.41 172 127 301 305 0 0 0 0 4A5.2ov 0.340 e 887 31.45 30 0 266 944 0 0 0 0 f~ -[!i 4A5.2ov 0.340 e 887 31.45 15 0 137 485 0 0 0 0 13A-4ocs 0.143 a 373 2.90 88 60 225 175 33 29 107 83 11 tt 4A5.2ov 0.340 a 8.87 31.45 4 0 35 126 4 0 35 126 11D0 0.390 a 10.18 12.27 24 24 244 294 0 0 0 0 W 12C-Osw 0.091 S 2.38 2.41 56 56 133 135 0 0 0 0 W 13A-4ocs 0.143 s 3.73 2.90 28 28 104 81 28 28 104 81 V 12C-Osw 0.091 w 2.38 2.41 172 119 284 287 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 15 0 129 459 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 30 0 266 944 0 0 0 0 4B5 -21v 0.310 w 8.09 32.48 8 0 65 260 0 0 0 0 Vy 13A-4ocs 0.143 w 3.73 2.90 200 129 480 372 0 0 0 0 10D -v 0.340 w 8.87 7.73 18 18 159 138 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 18 0 155 550 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 36 0 319 1132 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 344 344 817 518 116 116 276 175 C 16B-30ad 0.032 0.84 1.76 1116 1116 932 1962 11 11 9 18 F 19A-Obscp 0.295 2.89 2.04 11 11 31 22 0 0 0 0 F 19C-19cscD 0.049 0.44 0.31 254 254 112 79 0 0 0 0 F 22A-tpm I 1.180 30.80 0.00 852 34 1047 0 32 7 200 0 1 1 1 6 c) AED excursion 1311 13 Envelope loss/gain 6243 10579 731 470 12 a) Infiltration 3436 1295 290 109 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appl4mes/other 2720 10 Subtotal (lines 6 to 13) 9678 15515 1021 590 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 368 202 14 Subtotal 9678 15515 1389 792 15 Duct bads 1 20%1 26'/0 1 1936 3986 20% 26°/, 278 203 Total room bad I I 116141 19501 1667 995 Air required (c1m) 0 1000 0 51 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. 29 57 A W"ghtsc tV Right -Suite® Universal 2017 17 0.23 RSU16877 2017 -May -18 1 Page 1 250 Redwood RHG - E\Lot 250 Redwood RHG - E.rup Calc - MJ8 Building faces: E wrlghtsoft- Right -J® Worksheet 1 Entire House One Stop Cooling and Heating Job: Lot 250 Redwood RHG - E Date: 05/18/2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629. 6920 Fax: (407) 629 - 9307 Web' www OneSlopCoding com License CAC032444 1 Room name KIT FAM 2 Exposed wall 0 It 17.5 If 3 Room height 9.3 If heat/cod 9.3 It heat/cool 4 Room dimensions 1.0 x 293.5 It 1.0 x 347.8 It 5 Room area 293.5 02 347.8 IV Ty Construction U -value Or HTM Area (I12) Load Area (ftp Load number Btuf1/tt;°F) Btuhtft or perimeter (fl) Bluh) or perimeter (fl) Btuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6Vj/ 12C-0sw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 I--- GG 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 VV II 13LAA= 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11DO 0.390 a 10.18 1227 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 TE 12C-0sw 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5 -21v 0.310 w 8.09 3248 0 0 0 0 0 0 0 0 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 163 91 341 265 10D -v 0.340 w 8.87 7.73 0 0 0 0 18 18 159 138 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 18 0 155 550 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 36 0 319 1132 P 12C-0sw 0.091 2.38 1.51 65 65 155 98 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F I9A-0bscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.60 0.00 294 0 0 0 348 18 53.9 0 6 c) AED excursion 122 992 Envelope loss/gain 155 24 1513 3078 12 a) Irdillration 1 0 0 781 294 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 155 1176 2294 3372 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 735 404 440 159 14 Subtotal 890 1581 2735 3531 15 Duct loads ; 209/6 261Y0 178 406 201% 26% 547 907 Total room load 1068 1987 3282 4438 If Air required (cfm) 0 102 0 228 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr1ghtsoflt' 2017 -May -18 14:29.57 Right•Suite® Universal 2017 17.0.23 RSU16877 Page 2 250 Redwood RHG . E\Lot 250 Redwood RHG - E.rup Calc - MJ8 Building faces E wrightsoft Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 250 Redwood RHG - E Date: 05/18/2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629. 9307 Web. www.OneStopCooling.com License: CAC032444 1 Room name STR1 MBED 2 Exposed wall 4.0 1t 17.5 1t 3 Room height 9.3 It heal/cool 8.0 It heat/cool 4 Room dimensions 4.0 x 12.5 it 17.5 x 14.5 It 5 Room area 50.0 112 253.8 ft" Ty Construction U -value Or HTM Area (11g Load Area (fig Load number BtuhHt;•F) BtuWft2) or perimeter (ft) Btuh) or perimeter (ft) Bluh) Heal Cod Gross WP/S Heat Cool Gross WP/S Heat Cod 6 Vj/ 12C-0sw 0 091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0 340 a 8.87 31.45 0 0 0 0 0 0 0 0 L-{ C 4A5.2ov 0.340 a 8.87 31.45 0 0. 0 0 0 0 0 0 13A4ocs 0.143 a 3.73 290 0 0 0 0 0 0 0 0 t 1 CIIp 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 W 13A4ocs 0.143 s 3.73 290 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.38 2.41 0 0 0 0 140 95 227 230 4A5.2ov 0 340 w 8.87 31.45 0 0 0 0 15 0 129 459 4A5.2ov 4B5 -21v 0.340 0.310 w w 8.87 8.09 31.45 3248 0 0 0 0 0 0 0 0 30 0 0 0 266 0 944 0 vh13A4ocs 0.143 w 3.73 290 37 37 139 108 0 0 0 0 IOD -v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 0 0 0 0 254 254 212 446 F 19A-Obscp 0.295 2.89 204 0 0 0 0 9 9 25 18 F 19C•19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 50 4 123 0 0 0 0 0 1 I 1 61 c) AED excursion 1-16 480 Envelope loss/garn 262 91 859 2576 12 a) Infiltration 178 67 672 253 b) Room ventilation 1 0 0 0 0 13 Intemal gains. Occupants @ 230 0 0 2 460 Appliances/other 0 0 Subtotal (Ines 6 to 13) 440 159 1531 3290 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 440 159 351 664 14 Subtotal 0 0 1882 3954 15 Duct loads 205/6 263/6 0 0 20% 265/6 376 1016 Total morn bad 0 0 2258 4970 Air required (cfm) 0 0 0 255 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighltsoTt- 2017 -May -1814.29:57 r Right -Suite® Universal 2017 17 0.23 RSU16877 Page 3 250 Redwood RHG - E\Lot 250 Redwood RHG - E rup Calc = MJB Building faces E wrightsoft- Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 250 Redwood RHG - E Date: 05/18/2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling com License: CAC032444 1 Room name MWIC LAUN 2 Exposed wall 0 1t 0 If 3 Room height 8.0 It heat/cool 8.0 It heal/cool 4 Room dimensions 8.5 x 7.5 It 6.0 x 7.0 It 5 Room area 63.8 It2 42.0 112 Ty Construction U -value Or HTM Area (It2) Load Area (112) Load Btt"fI --F) Btu It) or perimeter (II) Bt h) or penmeter (II) Btuh) Heal I Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cod1 6 Yll 12C70sw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 a 8.87 3145 0 0 0 0 0 0 0 0 tom- LCi 4A5;2ov 0 340 a 8.87 31.45 0 0 0 0 0 0 0 0 V 13AAocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 LZ 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 Vjl 125.Osw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 lel------GGG Vh13A 4B5.2fv flocs 0 310 0143 w w 8.09 3.73 32.48 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10D -v 0.340 w 8.67 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 887 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0 032 084 1.76 64 64 53 112 42 42 35 74 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscD 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm i 1180 I 30.80 O.OD 0 0 0 0 0 0 0 0 6 c) AED excursion 11 54 Envelope loss/gain 53 102 35 20 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gams: Occupants @ 230 0 0 0 0 Appliances/other 0 500 Subtotal (lines 6 to 13) 1 153 102 135 520 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 14 41 32 156 14 Subtotal 67 143 67 676 15 Duct bads 1 201/6 261/6 13 37 20% 2W. 13 174 Total mom bad 80 179 80 850 Air required (Cfm) 0 9 1 1 0 44 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF isoflt- 2017 -May -1814:29.57 cA Right -Suite® Universal 2017 17.0 23 RSU16877 Page 4 250 Redwood RHG - E\Lot 250 Redwood RHG - E.rup Calc - MJ8 Building faces E wrightsoft Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 250 Redwood RHG - E Date: 05/18/2017 By: • XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629. 6920 Fax: (407) 629 - 9307 Web www OneSlopCoohng com License: CAC032444 1 Room name MBTH MTOI 2 Exposed wall 0 It 0 1t 3 Room height 8.0 11 heat/cool 8.0 it heat/cool 4 Room dimensions 1.0 x 105.5 11 3.5 x 6.0 fl 5 Room area 105.5 ftz 21.0 fit Ty Construction U -value Or HTM Area (III) Load Area (ft) Load number BtuWft;°F) Bluh/Itq or perimeter (fl) Btuh) or perimeter (ft) Btuh) Heal Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 V+I 12C-0sw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 3145 0 0 0 0 0 0 0 0 4A5.2ov 0 340 a 8.87 31.45 0 0 0 0 0 0 0 0 13A4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5 -21v 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D -v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 106 106 88 186 21 21 18 37 F 19A-0bscp 0.295 2.89 204 0 0 0 0 0 0 0 0 F 19C-19cscp 0 049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A -!pm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 i 7 j t 6 c) AED excursion 17 3 Envelope loss/gain 88 168 18 33 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 10 0 Subtotal (lines 6 to 13) 88 168 18 33 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 32 142 0 0 14 Subtotal 120 310 18 33 15 Duct loads 1 20% 26% 24 80 2Wo 26% 4 9 Total room bad 144 389 21 42 Air required (elm) 0 20 1 0 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AC - 4d--wrightsoft- Right -Suite® Universal 2017 17 0 23 RSU16877 2017 -May -18 14:29.57 250 Redwood RHG - E\Lot 250 Redwood RHG - E.rup Calc = MJ8 Building faces. E wrighisoft Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 250 Redwood RHG - E Date: 05/18/2017 By: XF/MC/BP 7225 Sandscove Court, Winter Parc, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web www OneStopCooling com License. CAC032444 1 Room name BED3 2 Exposed wall 0 It 19.0 it 3 Room height 8.0 it heat/cool 8.0 it heal/cool 4 Room dimensions 3.0 x 5.5 It 1.0 x 151.0 it 5 Room area; 16.5 112 151.0 112 Ty Construction U -value Or HTM Area (ftp Load Area (Its Load number BtutVftx-°F) Btuh/ft') or perimeter (11) Btuh) or perimeter (It) Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 12C-0sw 0.091 a 2.38 2.41 0 0 0 0 96 66 157 159 T 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 30 0 266 944 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 VLt 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-0sw 0 091 s 2.38 241 0 0 0 0 56 56 133 135 W 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 125.0sw 0.091 w 2.38 241 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4135-21v 0.310 w 8.09 3248 0 0 0 0 0 0 0 0 1 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 1OD-vpD•v 0340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0 340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 1613•30ad 0 032 0.84 1.76 17 17 14 29 151 151 126 266 F ISA-0bscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C•19cscp 0.049 0.44 0.31 0 0 0 0 149 149 66 47 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 1. 61 c) AED excursion 3 136 Envelope loss/gam 14 26 748 1686 12 a) Infiltration ' 0 0 729 275 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (hoes 6 to 13) 1 114 26 11477 2191 Less external load 0 0 0 0 Less transfer i 0 0 0 0 Redistribution 14 26 10 48 14 Subtotal 0 0 1487 2239 15 Duct bads 20% 26% 0 0 20% 26% 297 575 Trial mom bad 0 0 1785 2814 Air required (clm) I 0 0 0 144 Calculations amroved by ACCA to meet all requirements of Manual J 8th Ed. t wrightsoft- 2017 -May -1814:29:57 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 6 250 Redwood RHG - E\Lot 250 Redwood RHG - E.rup Calc = MJ8 Building faces: E 1 wrightsoftt Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 250 Redwood RHG - E Date: 05MB12017 By: XF/MC/BP 7225 Sandscove Court, Winler Parc, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web' www.OneStopCooling corn License: CAC032444 1 Room name BTH2 BED2 2 Exposed wall 0 It 9.5 11 3 Room height 80 1t heat/cool 80 It heat/cool 4 Room dimensions 6.0 x 5.5 It 1.0 x 158.5 1t 5 Room area 33.0 fl= 1585 112 Ty Construction U -value Or HTM Area (ftq Load Area (Ilq Load number BluWftl-°F) Btuh/Itl) or penmeter (fl) Btuh) or perimeter (11) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 12C-Osw 0.091 a 2.38 2.41 0 0 0 0 76 61 144 146 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 15 0 137 485 Vel 13A4ocs 0143 a 3.73 290 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 t -p 11 DO 0.390 a 10.18 1227 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 s 2.38 241 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 238 2.41 0 0 0 0 0 0 0 0 TE 4A5.2ov 0.340 w 87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 485-21v 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 13A -flocs 0.143 w 373 290 0 0 0 0 0 0 0 0 10D -v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 33 33 28 58 159 159 132 279 F 19A-Obscp 0.295 2.89 204 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 33 33 15 10 26 26 12 8 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 1 6 c) AED excursion 6 49 Envelope loss/gam 42 62 425 966 12 a) Infiltration 0 0 365 137 b) Room ventilation 0 0 0 0 13 Intemal gains- Occupants @ 230 0 0 1 230 Appliances/olher 0 0 Subtotal (lines 6 to 13) 42 62 789 1334 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 13 66 27 132 14 Subtotal 56 128 816 1466 15 Duct loads 1 20°h 26% 11 33 20% 26% 163377 Total room bad 67 161 979 1843 Air required (cfm) 0 8 0 94 Calculations awroved by ACCA to meet all reauirements of Manual J 8th Ed. 7- -44- wrightsc ft' 2017 -May -18 14 29 57 Zr Right -Sure® Universal 2017 17 0.23 RSU76877 Pape 7 . 250 Redwood RHO - E\Lol 250 Redwood RHO - E rup Calc = MJ8 Building laces. E wrightsoft- Right -J® Worksheet Job: Lot 250 Redwood RHG - E Entire House Date: 05/18!2017 One Stop Cooling and Heating By: XFlMClBP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407)629-6920 Fax (407)629-9307 Web: www.OneStopCooling.com License. CAC032444 1 Room name STR2 FOY 2 Exposed wall 4.0 It 6.0 It 3 Room height 8.0 11 heat/cool 9.3 It heal/cool 4 Room dimensions 4.0 x 165 It 1.0 x 110.0 It 5 Room area 66.0 112 110.0 It' Ty Construction U -value Or HTM Area (Its Load Area (111) Load number Btuh/f12--F) Btu119 or perimeter (It) Bt h) or perimeter (ft) Btuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 Vll 12C-Osw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 I--BGG 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 e 887 31.45 0 0 0 0 0 0 0 0 13A:4=0.143 a 3.73 2.90 0 0 0 0 56 32 119 92 11 CT=2TI 4A5.2ov 0.340 e 887 31.45 0 0 0 0 0 0 0 0 p 11D0 0.390 a 10.18 12.27 0 0 0 0 24 24 244 294 W 12C-Osw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.38 2.41 32 24 57 58 0 0 0 0 G 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5 -21v 0.310 w 8.09 32.48 8 0 65 260 0 0 0 0 Vh13A flocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D -v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 121 121 287 182 C 16B-30ad 0.032 0.84 1.76 66 66 55 116 0 0 0 0 F 19A-0bscp 0.295 2.89 2.04 2 2 6 4 0 0 0 0 F 19C-19csco 0 049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A Ipm 1.180 30.80 0.00 0 0 0 0 110 6 185 0 t I r t 6 c) AED excursion 96 63 Envelope loss/gain 183 534 835 506 12 a) Infiltration ' 154 58 268 101 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Apphances/other 0 0 Subtotal (lines 6 to 13) 336 592 1103 607 Less external load 1 0 0 0 0 Less transfer 0 0 0 0 Redistribution 336 592 1103 607 14 Subtotal 0 0 0 0 15 Ducl bads 1 20% 26% 0 0 209/0 26% 0 0 Total room bad 00 0 0 Air required (c1m) 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017 -May -1814:29:57wrights4aTt- Right-SuileG Universal 2017 17.0.23 RSU16877 Page 8AM250RedwoodRHG - E\Lol 250 Redwood RHG - E.rup Calc = MJ8 Building faces: E wrightsottr Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 250 Redwood RHG - E Date: 05/18/2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone, (407) 629 - 6920 Fax (407) 629 - 9307 Web www OneSlopCooling com Ucense. CAC032444 1 Room name PNTY T012 2 Exposed wall 0 It 0 It 3 Room height 9.3 It heaYcool 8.0 It heal/cool 4 Room dimensions 1.0 x 18.3 11 6.0 x 6.5 It 5 Room area 18.3 112 39.0 ttx Ty Construction U -value Or HTM Area • (fly Load Area (Il2) Load number Btuh/flz°F) Bluh/fti) or perimeter (1l) Bluh) or perimeter (ft) Btuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 1q/ 12C-Osw 0.091 a 2.38 241 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 L 4A5 -20v 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 V 13AAMS 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 LZ 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 V!I 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 A5-2ov4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 r; GGC 485.21v 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 1 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D'v0D-v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 42 42 99 63 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 0 0 0 0 39 39 33 69 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19csco 0.049 0.44 0.31 0 0 0 0 12 12 5 4 F 22A-tpm 1.180 30.80 0.00 18 0 0 0 0 0 0 0 6 c) AED excursion t 7 54 Envelope losslon 99 56 38 19 12 a) Infilfration r 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 10 500 Subtotal (lines 610 13) 99 66 38 519 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 16 78 14 Subtotal 99 66 54 597 15 Duct loads 1 20% 26% 20 17 20%1 281/6 11 153 Total room bad 119 83 65 750 Air required (c1m) 0 4 0 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrllghtsq TfV 2017 -May -18 14 29.57 c Right -Suite® Universal 2017 17.0 23 RSU16877 Pape 9 250 Redwood RHG - E\Lot 250 Redwood RHG - E rup Calc = MJ8 Budding faces. E wrightsoft- Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 250 Redwood RHG - E Date: 05/18/2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www OneStopCooling com License CAC032444 1 Room name 2 Exposed wall 0 1t 3 Room height 8.0 It heal/cool 4 Room dimensions 1.0 x 155.3 II 5 Room area 155.3 IF Ty Construction U -value I Or HTM Area (111) Load Area Load number Bluh/fl2-•F) Bluh/I12) or perimeter (It) Btuh) or perimeter Heal I Cod Gross N/P/S Heal Cod Gross WP/S Heat Cool 612C-0sw 0.091 a 2.38 2.41 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 11DO 0.390 a 10.18 12.27 0 0 0 0 W 12C-0sw 0.091 5 2.38 2.41 0 0 0 0 W 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 Vjl 125.0sw 0.091 w 2.38 2.41 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 4B5 -21v 0.310 w 809 32.48 0 0 0 0 Vh13A flocs 0.143 w 3.73 2.90 0 0 0 0 10D -v 0.340 w 8.87 7.73 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 4A5.2ov 0.340 w 887 31.45 0 0 0 0 P 12C-0sw 0.081 2.38 1.51 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 155 155 130 273 F 19A-Obscp 0.295 289 2.04 0 0 0 0 F 19C-19csco 0.049 0.44 0.31 33 33 15 10 F 22A-Ipm 1 1.180 3080 0.00 0 0 0 0 1 t t 6 c) AED excursion 1 74 Envelope loss/gam 1 144 210 a) Infiltration 0 012 b) Room ventilation 0 0 Internal gains: Occupants @ 23D 0 0 AppliamAx-Jolher 500 Subtotal (Imes 6 to 13) 144 710 Less external bad 0 0 Less transfer t 0 0 Redistribution 144 710 14 Subtotal 0 0 15 Duct bads t 20% 26% 01 0 Total room bad 1 0 0 Air required (cim) 0 0 I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsoft- Right-Suile® Universal 2017 17 0 23 RSU16877 2017-May-18Page 10 250 Redwood RHG • E\Lot 250 Redwood RHG - E.rup Calc - MJ8 Building faces: E Duct System Summar Job: Lot 250 Redwood RHG • E wrightsoft° y Date: 05/18/2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 1 7225 Sandscove C.rl, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web www.OneStopCoolurg com License: CACD32444 Project• • For: Taylor Morrison Sanford, FI Name Heating Cooling External static pressure a50 in H2O a50 in H2O Pressure losses 0.16 in H2O 0.16 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.249 in/100ft 0.249 in/100ft Actual air flow 0 cfm 1000 cfm Total effective length (TEL) , BED3 137 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 1843 0 94 0.327 6.0 Ox 0 VIFx 9.0 95.0 sti BED3 c 2814 0 144 0.307 7.0 Ox 0 VIFx 15.6 95.0 st1 BTI -12 c 161 1 0 8 0.322 4.0 Ox 0 VIFx 10.5 95.0 st1 FAM c 2219 0 114 0.268 6.0 Ox 0 VIFx 21.7 105.0 st2 FAM -A c 2219 0 114 0.249 6.0 Ox 0 VIFx 26.6 110.0 st2 KIT c 1987 0 102 0.301 6.0 Ox 0 VIFx 8.1 105.0 st2 LAUN ' c 850 0 44 0.305 4.0 Ox 0 VIFx 16.5 95.0 st1 MBED c 2485 0 127 0.275 7.0 Ox 0 VIFx 23.5 100.0 st3 MBED-A c 2485 0 127 0.278 7.0 Ox 0 VIFx 22.2 100.0 st3 MBTH c 389 0 20 0.285 4.0 Ox 0 VIFx 19.1 100.0 st3 MT01 c 42 0 2 0.272 4.0 Ox 0 VIFx 24.8 100.0 st3 MWIC c 179 0 9 0.299 4.0 Ox 0 VIFx 13.7 100.0 st1 PNTY c 83 0 4 0.280 4.0 Ox 0 VIFx 16.2 105.0 st2 PWDR c 995 0 51 0.253 4.0 Ox 0 VIFx 24.1 110.0 st2 T012 c 750 0 38 0.313 4.0 Ox 0 VIFx 13.6 95.0 sti Supply Trunk Detail Table Bold/italic values have been manually overridden L Wtr i`1ftsO' 2017 -May -1814:29.58ftRight-Suite® Universal 2017 17.0 23 RSU16877 Page 1 ACCK ...250 Redwood RHG - E\Lot 250 Redwood RHG - E rup Calc = MJ8 Building faces. E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 0 385 0.249 705 10.0 0 x 0 VinlFlx st1 Peak AVF 0 338 0.299 620 10.0 0 x 0 VinlFlx st3 Peak AVF 0 277 1 0.272 627 9.0 0 x 0 VinlFlx Bold/italic values have been manually overridden L Wtr i`1ftsO' 2017 -May -1814:29.58ftRight-Suite® Universal 2017 17.0 23 RSU16877 Page 1 ACCK ...250 Redwood RHG - E\Lot 250 Redwood RHG - E rup Calc = MJ8 Building faces. E Return Branch Detail Table I 1 htsoft• 2017 -May -1814:29:58 Wrl 9 Right-Suile® Universal 2017 17.0.23 RSU16877 Page 2 A ..250 Redwood RHG - Mot 250 Redwood RHG - E.rup Calc . MJ8 Building laces E Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) ft) FR fpm) in) in) Opening (in) Matl Trunk rM Ox 0 0 1000 0 10 0 0 Ox 0 VIFx t I 1 htsoft• 2017 -May -1814:29:58 Wrl 9 Right-Suile® Universal 2017 17.0.23 RSU16877 Page 2 A ..250 Redwood RHG - Mot 250 Redwood RHG - E.rup Calc . MJ8 Building laces E Static Pressure and Friction Rate I Job: Lot 250 Redwood RHG - E wrightsoft` Date: 05/1812017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax, (407) 629 - 9307 Web www.OneSlopCoolmg com License CAC032444 For: Taylor Morrison Sanford, FI Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses , 4 0 Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Supply 4X=35, 11M=20, 111=10, 11G=5, 11G=5, 1A=35: TotalEL=110 Return TotalEL=O t Wi I1tSOft' 2017 -May -1814:29:58 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 1 ACCA ...250 Redwood RHG - E\Lol 250 Redwood RHG - E.rup Calc . MJ8 Building laces, E Supply Return ft) ft) Measured length of run -out 23 0 Measured length of trunk 4 0 Equivalent length of fittings 110 0 Total length 137 0 Total effective length 137 Friction Rate I Heating Cooling in/ 100ft) in/ 100ft) Supply Ducts 0.249 > 0.18 0.249 > 0.18 Return Ducts 0.249 > 0.18 0.249 > 0.18 Supply 4X=35, 11M=20, 111=10, 11G=5, 11G=5, 1A=35: TotalEL=110 Return TotalEL=O t Wi I1tSOft' 2017 -May -1814:29:58 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 1 ACCA ...250 Redwood RHG - E\Lol 250 Redwood RHG - E.rup Calc . MJ8 Building laces, E RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 251 Redwood RHG - E Builder Name: One Stop Cooling and Heating p\LDf/VC Street: f r C`_i,// Permit Office: Seminole City, State, Zip: Sanford , FL , Morrison Permit Number: 7 - ' 7 Jurisdiction: 69 00 3 SANFr3RD Owner: Taylor Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) O e' er Fp rr 1. New construction or existing New (From Plans) 9. Wall Types (1062.7 sgft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13.0 400.00 ft2 b. Frame - Wood, Adjacent R=11.0 345.33 W 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=4.1 317.33 ftz 4. Number of Bedrooms 3 d. N/A R= ftz 10. Ceiling Types (1160.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1160.00 ft z 6. Conditioned floor area above grade (ft2) 1957 b. N/A R= ft2 Conditioned floor area below grade (W) 0 c. WA 11. Ducts R= ft2 R 1`12 7. Windows(173.4 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 391.4 a. U -Factor: Dbl, U=0.34 165.37 112 SHGC: SHGC=0.32 b. U -Factor: Dbl, U=0.31 8.00 112 12. Cooling systems kBtu/hr Efficiency SHGC: 1 SHGC-0.34 a. Central Unit 30.0 SEER:15.00 c. U -Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft2 a. Electric Heat Pump 26.4 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 2.237 ft. Area Weighted Average SHGC: 0.321 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1957.0 sgft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 907.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 797.00 ft2 None c. other (see details) R= 253.00 ft2 15. Credits Pstat Glass/Floor Area: 0.089 Total Proposed Modified Loads: 46.69 PASSTotalBaselineLoads: 47.28 I hereby certify that the plans and specifications covered by Review of the plans and 0011E STq? this calculation are in compliance with the Florida Energy specifications covered by this ti Code. Digitally signed by Bolan calculation indicates compliance pj gq ''_,.•';, A+ 3 OBojanPaukovica -k- with the Florida Energy Code. un,, '••:, •`.•; €' P PREPARED BY: Date: 2017.05.1814.37.14-04.00' Before construction is completed z° DATE: this building will be inspected for compliance with Section 553.908 a I hereby certify that this building, as de ' d, is in compliance Florida Statutes. with the Florida Energy Code. OD WE'1 OWNER BUILDING OFFICIAL: DATE: DATE: 2$ Complian a requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, Is not greater than 0.030 On for whole house. 5/18/2017 2:35 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 5/18/2017 2:35 PM EnergyGaugeS USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 i PROJECT Title: Lot 251 Redwood RHG - E Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 1957 Lot # 251 Owner: Taylor Morrison Total Stories: 2 Block/SubDivision: Thombrooke TH of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 0 Street: Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97,5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1957 16835.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 907 8435.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1050 8400 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ____ ____ 253 ftz 11 0.29 0 0.71 2 Slab -On -Grade Edge Insulatio 1 st Floor -34 ft 0 907 f12 0.29 0 0.71' 3 Floor Over Other Space 2nd Floor ____ ____ 797 tt2 0 0.29 0 0.71 ROOF. Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1297 112 0 ft2 Dark 0.6 N 0.6 No 0 26.6 ATTIC V Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1160 tt2 N N 5/18/2017 2:35 PM EnergyGaugeS USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 i FORM R405-2014 5/18/2017 2:35 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 1160 ftz 0.1 Wood WALLS Adjacent S p ace Cavity Width Height Sheathing Framing Solar Below Dmt o VallJype R--Value-FJ-Jn-Et Jn Area -A_Value-F-raction_Absor Grade%_ 1 S Exterior Frame - Wood 2nd Floor 13 7 0 8 0 56.0 ft-' 0 0.25 0.6 0 2 S Exterior Concrete Block - Int Insul 1st Floor 4.1 3 0 9 4 28.0 ftz 0 0 0.6 0 3 E Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ftz 0 0.25 0.6 0 4 E Exterior Concrete Block - Int Insul 1st Floor 4.1 9 6 9 4 88.7 ft-' 0 0 0.6 0 5 W Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ftz 0 0.25 0.6 0 6 W Exterior Concrete Block - Int Insul 1st Floor 4.1 21 6 9 4 200.7 ftz 0 0 0.6 0 7 Garage Frame - Wood 1st Floor 11 37, 0 9 4 345.3 ftz 0 0.25 0.6 0 DOORS ' Omt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 E Insulated 1st Floor None .4 3 8 24 ftz 2 Wood 1 st Floor None .46. 2 8 6 8 17.8 ftz WINDOWS Orientation shown is the entered, Proposed orientation. Wall t Overhang Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 e 3 Vinyl Low -E Double Yes 0.34 0.32 30.0 ftz 1 ft 0 in 2 ft 0 in Drapes/blinds None 2 e 3 Vinyl Low -E Double Yes 0.34 0.32 15.4 ftz 1 ft 0 in 2 ft 0 in Drapes/blinds None 3 e 4 Vinyl Low -E Double Yes 0.34 0.32 4.0 ftz 1 ft 0 in 11 ft 0 in Drapes/blinds None 4 w 5 Vinyl Low -E Double Yes 0.34 0.32 14.6 ftz 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 w 5 Vinyl Low -E Double Yes 0.34 0.32 30.0 ftz 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 W 5 Vinyl Low -E Double Yes 0.31 0.34 8.0 ftz 1 ft 0 in 2 ft 0 in Drapes/blinds None 7 w 6 Vinyl Low -E Double Yes 0.34 0.32 17.9 ftz 13 ft 0 in 2 ft 7 in Drapes/blinds None 8 w 6 Vinyl low -E Double Yes 0.34 0.32 17.5 ftz 1 ft 0 in 11 ft 0 in Drapes/blinds None 9 W 6 Vinyl Low -E Double Yes 0.34 0.32 36.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 253 ftz 253 ftz 64 ft 9.3 ft 1 i INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000273 1402.9 77.02 144.85 2456 5 5/18/2017 2:35 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 5/18/2017 2:35 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 26.4 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 30 kBtu/hr 900 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name i System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 391.4 ft Attic 97.85 ft Prop. Leak Free 2nd Floor cfm 58.7 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Heatin H Feb Mar Jan Feb NMar A r jjMa Apr Jun Jul May Jun Jul Au Aug Se Sep Oct Oct Nov Nov Dec Dec Venting Jan 11 Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 i 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/18/2017 2:35 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: I Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. O 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 8402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal'envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting'. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psi (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. D R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. I] R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. O R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 5/18/2017 2:36 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. O R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41•C) or below 55•F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. 0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. 0 R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 31/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 0 R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls r R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls 1 capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140•F (38•C to 60•C). 1 R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 0 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. 0 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 5/18/2017 2:36 PM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. J Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric, resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. I O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. O R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. p R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. O R403.9 Swimming pools, Inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters sliall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013'when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. r 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O 8403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. D RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception. Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights O R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roots do not have sufficent space, R-10 is allowed. 5/18/2017 2:36 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 1 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (112) 7. Windows" Description a. U -Factor: Dbl, U=0.34 SHGC: SHGC=0.32 b. U -Factor: Dbl, U=0.31 SHGC: SHGC=0.34 c. U -Factor: N/A SHGC: d. U -Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: Sanford, FL, New (From Plans) 9. Wall Types Multi -family a. Frame - Wood, Exterior 2.237 tt b. Frame - Wood, Adjacent 1 c. Concrete Block - Int Insul, Exterior 3 d. N/A 907.00112 10. Ceiling Types No a. Under Attic (Vented) 1957 b. N/A Area c. WA 165.37 tt2 11. Ducts a. Sup: Attic, Ret: Attic, AH: 2nd Floor 8.00 112 6 391.4 12. Cooling systems rig a. Central Unit 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. other (see details) R= f12 13. Heating systems R=13.0 a. Electric Heat Pump 2.237 tt 345.33 ft2 0.321 317.33 ft2 Area 14. Hot water systems 907.00112 a. Electric 797.00 112 1160.00 ft2 253.00 112b. Conservation features R. None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Insulation Area R=13.0 400.00 f12 R=11.0 345.33 ft2 R=4.1 317.33 ft2 R= ft2. Insulation Area R=30.0 1160.00 ft2 R= ft2 R. ft2 R ft2 6 391.4 kBtu/hr Efficiency 30.0 SEER:15.00 kBtu/hr Efficiency 26.4 HSPF:9.00 Cap: 50 gallons EF: 0.9 Pstat qT14E!r we Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303'1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/18/2017 2:35 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 A FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 251 Redwood RHG - E Builder Name: One Stop Cooling and Heating Street: Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. r Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring., Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have Basketed doors 5/18/2017 2:36 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft, Project Summary Entire House One Stop Cooling and Heating Job: Lot 251 Redwood RHG - E Date: 05/18/2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax. (407) 629 - 9307 Web: www.OneStopCooling corn License CAC032444 For: Taylor Morrison Sanford, FI Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 9678 Btuh Structure 15515 Btuh Ducts 1936 Btuh Ducts 3986 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 11614 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Infiltration Equipment sensible load 18994 Btuh r Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2921 Btuh Ducts 807 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling(none) Area (W 1957 1957 Equipment latent load 3729 Btuh Volume (W) 16761 16761 Air changes/hour 0.43 0.23 Equipment Total Load (Sen+Lat) 22722 Btuh Equiv. AVF (cfm) 120 64 Req. total capacity at 0.75 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-030-230-19 Cond 14HPX-030-230-19 AHRI ref 7044384 Coil CBX27UH-030-230'++TDR AHRI ref 7044384 Efficiency 9 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 22500 Btuh Heating output 26400 Btuh @ 47°F Latent cooling 7500 Btuh Temperature rise 0 OF Total cooling 30000 Btuh Actual air flow 0 Cirri Actual air flow 1000 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 20 OF Backup: Input = 0 kW, Output= 0 Btuh, 100 AFUE Bold/Italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrl 11$SOtt' 2017 -May -1814.34:09 may 9 Right-SuileO Universal 2017 17 0 23 RSU16877 Page 1 251 Redwood RHG - ELM 251 Redwood RHG - E rup Calc . MJ8 Budding faces: E wrightsofr Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 251 Redwood RHG - E Date: 05/18/2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629. 6920 Fax (407) 629 - 9307 Web www OneStopCooling.com License: CAC032444 1 Room name Entire House PWDR 2 Exposed wall 84.0 It 6.5 It 3 Room height 8.6 It d 9.3 It heal/cool 4 Room dimensions 4.0 x 8.0 It 5 Room area 1956.8 IF 32.0 Itz Ty Construction U -value I Or HTM Area (ft2) Load Area (ftp Load number BtuWflZ•F) Btuh/Il or perimeter (11) BI h) I or perimeter (It) Bluh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 Vjl 12C-0sw 0.091 a 2.38 2.41 172 127 301 305 0 0 0 0 FICC 4A5.2ov 0.340 a 8.87 31.45 30 0 266 944 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 15 0 137 485 0 0 0 0 Vj/ 13A-4ocs 0.143 a 3.73 2.90 88 60 225 175 33 29 107 83 11 1p 4A5.2w 0.340 a 8.87 31.45 4 0 35 126 4 0 35 126 11DO 0.390 a 10.18 12.27 24 24 244 294 0 0 0 0 W 12C-0sw 0.091 s 2.38 2.41 56 56 133 135 0 0 0 0 W 13A-4ocs 0.143 s 3.73 2.90 28 28 104 81 28 28 104 81 12C-Osw 0.091 w 2.38 2.41 172 119 284 287 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 15 0 129 459 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 30 0 266 944 0 0 0 0 4135-21v 0 310 w 8.09 32.48 8 0 65 260 0 0 0 0 13A-4ocs 0.143 w 373 2.90 200 129 480 372 0 0 0 0 Ti 10D•v 0.340 w 8.87 7.73 18 18 159 138 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 18 0 155 550 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 36 0 319 1132 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 344 344 817 518 116 116 276 175 C 1613-30ad 0.032 0.84 1.76 1116 1116 932 1962 11 11 9 18 F I9A-0bscp 0.295 2.89 2.04 11 11 31 22 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 254 254 112 79 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 852 34 1047 0 32 7 200 0 r t 1 6 c) AED excursion 1311 13 Envelope loss/gain 6243 10579 731 470 12 a) Infiltration r 3436 1295 290 109 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliancestother 2720 10 Subtotal (lines 6 to 13) 9678 15515 1021 590 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 368 202 14 Subtotal 9678 15515 1389 792 15 Duct loads 20% 2696 1936 3986 20% 26% 278 203 Total room load 11614 19501 1667 995 Air required (clm) 0 1000 0 51 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsicft- RightUniversal 2017 17.0.23 RSU16877 2017 -May -18 14 34.09 AM. 251 Redwood RHG - E\Lol 251 Redwood RHG • E.rup Calc . MJ8 Building faces: E page 1 wrightsofr Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 251 Redwood RHG - E Date: 05/18/2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web, www OneSlopCooling com License: CAC032444 1 Room name KIT FAM 2 Exposed wall 0 It 17.5 11 3 Room height 93 It heWcod 9.3 It hwVcool 4 Room dimensions 1.0 x 293.5 11 1.0 x 347.8 It 5 Room area 293.5 ftp 347.8 IF Ty Constriction U -value Or HTM Area (119 Load Area (ftp Load number BtuWI12-'F) BluMIt') or perimeter (11) BI h) or perimeter (11) Btuh) Heat Cod Gross N/P/S Heat Cod Gross WP/S Heat Cod 6 v(/ 12C-0sw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 CC 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 W 13A ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 V A12C-0sw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4135.21v 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 Vh13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 163 91 341 265 10D -v 0.340 w 8.87 7.73 0 0 0 0 18 18 159 138 4A5.2ov 0.340 w 8.87 3145 0 0 0 0 18 0 155 550 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 36 0 319 1132 P 12C-0sw 0.091 2.38 1.51 65 65 155 98 0 0 0 0 C 1613.30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19AO=p 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19csco 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 294 0 0 0 348 18 539 0 i I r 6 c) AED excursion 122 992 Envelope loss/gain 155 24 1513 3078 12 a) Infiltration 0 0 781 294 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Apphances/other 1200 0 Subtotal (lines 6 to 13) 155 1176 2294 3372 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 735 404 440 159 14 Subtotal t 890 1581 2735 3531 15 Duct bads 201% 26% 178 406 20Yo 26% 547 907 Total room bad 1068 1987 3282 4438 Air required (c1m) 0 1021 1 0 228 Calculations awroved by ACCA to meet all reouirements of Manual J 8th Ed. 2017 -May -1814.34:09wrfightsolFY cA Righl-Suite® Universal 2017 17.0.23 RSU16877 Page 2 251 Redwood RHG - E\Lot 251 Redwood RHG - E.rup Calc = MJ8 Building faces: E wrightsoftt Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 251 Redwood RHG - E Date: 05/18/2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629. 9307 Web: www.OneStopCooling com License- CAC032444 1 Room name STRI MBED 2 Exposed wall 4.0 It 17.5 It 3 Room height 9.3 It heaVcool 8.0 It heal/cool 4 Room dimensions 4.0 x 12.5 It 175 x 14.5 It 5 Room area 50.0 IF 253.8 f12 Ty Construction U -value Or HTM Area (42) Load Area (It2) Load number BtuWfl?-'F) r BtuWft9 or perimeter (ft) Btuh) or perimeter (It) Bluh) Heat Cod Gross WP/S Heat Cool Gross W/P/S Heat Cod 6 Vj/ 12C-Osw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 C 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 Vjl 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 l{G 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 4 l 12C-Osw 0.091 w 2.38 2.41 0 0 0 0 140 95 227 230 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 15 0 129 459 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 30 0 266 944 t( I------- GGG 4B5.2fv 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 vh13A-4ocs 0.143 w 3.73 2.90 37 37 139 108 0 0 0 0 10D•v 0 340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 887 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 0 0 0 0 254 254 212 446 F ISA-Obscp 0.295 2.89 2.04 0 0 0 0 9 9 25 18 F 19C-19cscD 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm r 1.180 r 30.80 0.00 50 4 123 0 0 0 0 0 1 6 c) AED excursion 16 480 Envelope loss/gam 262 91 859 2576 12 a) Infiltration 178 67 672 253 b) , Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliances/other 0 0 Subtotal (lines 6 to 13) 440 159 1531 3290 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 440 159 351 664 14 Sublola) 0 0 1882 3954 15 Duct bads 20Yo 265/0 0 0 20% 26%1 376 1016 Total room bad 0 02258 4970 Air required (clm) 0 0 0 255 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017 -May -18 14.34 09 Zcw Right -Suite® Universal 2017 17 0.23 RSU76877 Page 3 251 Redwood RHG - E\Lol 251 Redwood RHG - E rup Calc = MJ8 Budding faces: E wrightsoft, Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 251 Redwood RHG - E Date: 05/18/2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www OneStopCooling com License CAC032444 1 Room name MWIC LAUN 2 Exposed wall 0 It 0 It 3 Room height 80 it haat/cod 8.0 It heal/cool 4 Room dimensions 8.5 x 7.5 it 6.0 x 7.0 It 5 Room area 63.8 It2 42.0 It= Ty Constriction U -value Or HTM Area (Il2) Load Area (lig Load number Btuh/112-IF) Btuh/IIx) or perimeter (ll) Btuh) or perimeter (It) Btuh) I Heal Cod Gross N/P/S Heat Cod Gross WP/S Heal Cod 6 Vjl 12C-0sw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0C 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5.2ov , 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 5 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 Vtl 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ovA5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0 340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5 -21v 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 Vh1 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 100-v0D-v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 64 64 53 112 42 42 35 74 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19csco 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-ipm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 1 1 1 1 6 c) AED excursion 11 54 Envebpe loss/gain 53 102 35 20 12 a) IrdrRraticn 0 0 0 0 b) Room ventilation 0 0 1 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 500 Subtotal (lines 61013) 53 1021 35 520 Less external load 0 0 0 0 Less transleri 0 0 0 0 Redistribution 14 41 32 156 14 Subtotal 67 143 67 676 1151 Duct bads 20% 26% 13 37 20X 26%1 13 174 Total room load 80 179 80 850 Air required (clm) 0 9 0 44 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017 -May -1814:34:09 Right -Suite® Universal 2017 17 0.23 RSU76877 page 4 251 Redwood RHG - E\Lot 251 Redwood RHG - E rup Calc - MJ8 Building laces* E wrightsoft Right -J® Worksheet Job: Lot 251 Redwood RHG - E Entire House Date: 05/18/2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone. (407) 629 - 6920 Fax (407) 629 - 9307 Web www.OneStopCooling.com License CAC032444 1 Room name MBTH MTOI 2 Exposed wall 0 It 0 II 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 Room dimensions 1 1.0 x 105.5 if 3.5 x 6.0 It 5 Room area 105.5 It= 21.0 It' Ty Construction U -value Or HTM Area (It) Load Area (fly Load number BtuWftz-°F) Btuh/ft9 or perimeter (It) Bluh) or perimeter (ft) Btuh) Heal Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 VI/ 12C-0sw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0f- CC 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 13A-4ocs 0.143 a 3.73 290 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11DO 0.390 a 10.18 1227 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 W , 13A4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 V 12C•Osw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5.2Iv 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 Vh13A-4ocs 0.143 w 3.73 290 0 0 0 0 0 0 0 0 10D -v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8 87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0 340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 166-30ad 0.032 0.84 1.76 106 106 Be 186 21 21 18 37 F I9A-0bscp 0.295 2.89 204 0 0 0 0 0 0 0 0 F 19C-19csco 0 049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 t 30.80 0.00 0 0 0 0 0 0 t 0 0 t 1 i I I 6 c) AED excursion 17 3 Envelope loss/gain 88 168 18 33 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 88 168 18 33 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 32 142 0 0 14 Subtotal 120 310 18 33 15 Duct loads . 20% 2696 24 80 20% 26% 4 9 Total room load 144 38921 42 If Air reWired (clm) 0 20 0 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wlrflght50:C 2017 -May -18 14 34 09 Right-SuileO Universal 2017 17.0 23 RSU16877 Page 5 251 Redwood RHG - E\Lot 251 Redwood RHG - E.rup Calc = MJB Building faces: E wrightsoft• Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 251 Redwood RHG - E Date: 05/18/2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name BEDS 2 Exposed wall 0 It • 19.0 If 3 Room height 8.0 If heWcool 8.0 1t heat/cod 4 Room dimeruaions 3.0 x 5.5 It 1.0 x 151 0 It 5 Room area 16.5 112 151.0 ft2 Ty' Construction U -value Or HTM Area (fig Load Area (fig Load number BtuNtt2-•F) Btuh/ftg or penmeter (1t) Btuh) or perimeter (It) Bluh) Heat Cod Gross W/P/S Heat Cod Gross WP/S Heat Cod 6 12C-0sw 0.091 a 2.38 241 0 0 0 0 96 66 157 159 GG T 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 30 0 265 944 11 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 13A-4ocs 0.143 a 373 2.90 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.38 2.41 0 0 0 0 56 56 133 135 W 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 238 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 485.21v 0.310 w 8.09 3248 0 0 0 0 0 0 0 0 1y 13A -flocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D -v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 887 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 17 17 14 29 151 151 126 266 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-190sco 0.049 0.44 031 0 0 0 0 149 149 66 47 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 3 136 Envelope loss/gain 14 26 748 1686 12 a) Infiltration 0 0 729 275 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 14 26 1477 2191 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 14 26 10 48 14 Subtotal 0 0 1487 2239 15 Duct bads 201/6 261/6 0 0 20% 26% 297 575 Total room load 0 0 1785 2814 Air required (dm) 0 01 10' 144 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C wrightsoft 2017 -May -1814:34:09eRiehl-Suite® Universal 2017 17.0 23 RSU16877 Page 6 251 Redwood RHG - ENLot 251 Redwood RHG - E.rup Calc - Will Building faces E wrightsofir Right -J® Worksheet Job: Lot 251 Redwood RHG - E Entire House Date: 05/18/2017 One Stop Cooling and Heating By: XF/MC/BP I 7225 Sandscove Court, Winter Park, FL 32792 Phone (407)629- 6920 Fax: (407) 629 - 9307 - Web: www OneSlopCooling com License: CAC032444 1 Room name BTI -112 BED2 2 Exposed wall 0 It 9.5 It 3 Room height 8.0 it heaVcool 8.0 it heat/cod 4 Room dimensions 6.0 x 5.5 It 1.0 x 158.5 It 5 Room area 33.0 ft= 158.5 f12 Ty Construction U -value Or HTM Area (ft-) Load Area (ftp Load number BtuhAl2-19 Bluh/119 or perimeter (It) Bluh) or perimeter (ft) Btuh) Heat Cod Gross IWP/S Heat Cod Gross N/P/S Heat Cool 6 Vjl 12C.Osw 0.091 a 2.38 2.41 0 0 0 0 76 61 144 146 4A5.2ov 0 340 a 8.87 31.45 0 0 0 0 0 0 0 0 L---GG 4A5.2ov 0.340 e 887 31.45 0 0 0 0 15 0 137 485 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 e 887 3145 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5.2Iv 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 1 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 1OD-v0D-v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 3145 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 33 33 28 58 159 159 132 279 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0 31 33 33 15 10 26 26 12 8 F 22A4pm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 I 1 6 c) AED excursion 6 49 Envelope loss/gain 42 62 425 966 12 a) Infiltration 0 0 365 137 b) Room.ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 42 62 789 1334 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 13 66 27 132 14 Subtotal 56 128 816 1466 15 Duct bads 1201/6 26% 11 33 20% 1 26%1 163 377 Total room bad 67 161 979 1843 Air required (cfm) 0 8 0 94 ti Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsofC 2017 -May -18 14 34 09 AZc Right -Suite® Universal 2017 17.0 23 RSU16877 Page 7 251 Redwood RHG - E\L01 251 Redwood RHG - E.rup Calc = MJ8 Building laces E wrigh"oft' Right -J® Worksheet Job: Lot 251 Redwood RHG - E Entire House Date: 05/18/2017 One Stop Cooling and Heating By: XF/AAC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407)629-6920 Fax: (407) 629 - 9307 Web, www OneStopCooling com License: CAC032444 1 Room name STR2 FOY 2 Exposedwa)l 4.0 It 6.0 If 3 Room height 8.0 If heat/cool 9.3 It heal/cool 4 Room dimensions 4.0 x 16.5 It 10 x 1100 If 5 Room area 66.0 ft2 110.0 1? Ty Construction U -value Or HTM Area (ft2) Load Area (ft2) Load number BluWlt;°F) BluWfl2) or perimeter (ft) Btuh) or, perimeter (fl) Bluh) Heal Cool Gross N/P/S Heat Cod Gross WP/S Heat Cod 6 12C -05w 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0 340 a 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 0.143 a 3.73 2.90 0 0 0 0 56 32 119 92 11Lt13A4ocs 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11D0 0.390 a 10.18 12.27 0 0 0 0 24 24 244 294 W 12C-Osw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 2.38 2.41 32 24 57 58 0 0 0 0 G 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.20v 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5 -21v 0.310 w 8.09 32.48 8 0 65 260 0 0 0 0 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D -v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 121 121 287 182 C 16B-30ad 0.032 0.84 1.76 66 66 55 116 0 0 0 0 F 19A-0bscp 0.295 2.89 2.04 2 2 6 4 0 0 0 0 F 19C-19csco 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A•tpm 1.180 30.80 0.00 0 0 0 0 110 6 185 0 t 6 c) AED excursion 96 63 Envelope loss/gain 183 534 835 506 12 a) Infiltration 154 58 268 101 b) Room ventilation 0 0 0 0 13 Internal pans: Occupants @ 230 0 0 0 0 Appliances/other 01 0 Subtotal (lines 6 to 13) r 336 592 1103 607 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution r 336 592 1103 607 14 Subtotal 0 0 0 0 15 Duct loads 20% 26% 0 0 20% 2696 0 0 Total room bad 0 0 0 0 Air required (cfm) 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighttsoft` 2017 -May -1814.34:091= Right-SuileO Universal 2017 17.0.23 RSU16877 Page 8AZUK. 251 Redwood RHG - Mot 251 Redwood RHG - E rup Calc = MJ8 Building faces: E wrightsoft, Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 251 Redwood RHG - E Date: 05/18/2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web. www.OneStopCooling com License CAC032444 1 Room name PNTY TO12 2 Exposedwall O 1t 0 It 3 Room height 9.3 11 heat/cool 80 It heat/cool 4 Room dimensions 10 x 18.3 It 6.0 x 6.5 It 5 Room area 18.3 112 39 0 fit Ty Construction U -value Or HTM Area (fig Load Area (flg Load number Btuhrfll °F) Bluh/Ilg or perimeter (It) Btuh) or perimeter (It) Bluh) Heat Cool Gross N/P/S Heal Cod Gross N/P/S Heal Cod 6 1q/ 12C-0sw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 Ca 4A5.2ov 0 340 a 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 1. 13A-4ocs 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4135.21v 0.310 w 8.09 3248 0 0 0 0 0 0 0 0 Vh13A-4ocs 0.143 w 3.73 2.90 0 0' 0 0 0 0 0 0 10D -v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0 340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 9 P 12C-0sw 0.091 2.38 1.51 42 42 99 63 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 0 0 0 0 39 39 33 69 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscD 0.049 0.44 0.31 0 0 0 0 12 12 5 4 F 22A-Ipm 1180 30.80 0.00 18 0 0 0 0 0 0 0 1 1 6 c) AED excursion 7 54 Envelope loss/gain 1 99 56 38 19 12 a) htlrAralion I 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 10 500 Subtotal (lines 6 to 13) 99 66 38 519 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstribution 0 0 16 78 14 Subtotal 99 66 54 597 151 Dud bads 20'/0 26% 20 17 20Y. 26% 11 153 Total room load 119 83 65 750 Air required (dm) 0 4 1 0 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoTt` 2017•May-18 14 34:09 c Right -Suite® Universal 2017 17.0.23 RSU16877 Page 9 251 Redwood RHG - ENLol 251 Redwood RHG - E rup Calc = MJ8 Building laces E wrightsoft- Right -JO WorksheetRight- Job: Lot 251 Redwood RHG - E Entire House Date: 05/18/2017 By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone, (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneSiopCooling.com License. CAC032444 1 Room name 2 Exposed wall 0 11 3 Room height 8.0 It heat/cod 4 Room dimensions 1.0 x 155.3 It 5 Room area 1 155.3 ft2 Ty Cornstruction U -value Or HTM Area (ft2) Load Area Load number BlullrflT--F) BtuWfl2) or perimeter (It) Btuh) or perimeter Heat Cod Gross WP/S Heal Cod Gross N/P/S Heat Codr1 6 Vll 12C-0sw 0.091 a 2.38 2.41 0 0 0 0 IL --- GG 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 W 12C-Osw 0.091 s 2.38 2.41 0, 0 0 0 W 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 12C-0sw 0.091 w 2.38 2.41 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 4B5.2Iv 0.310 w 8.09 32.48 0 0 0 0 V+l 1 0.143 w 3.73 2.90 0 0 0 0 1OD-v0D-v 0340 w 8.87 7.73 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 P 12C-Osw 0.091 2.36 1.51 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 155 155 130 273 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 F 19C-19csco 0.049 0.44 0.31 33 33 15 10 F 22A-Ipm I 1.180 30.80 0.00 0 0 0 0 6 c) AED excursion 74 Envelope losstgain 144 210 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 500 Subtotal (lines 6 to 13) 144 710 Less external load 0 0 Less transfer I 0 0 Redslribulion 144 710 14 Subtotal 0 0 15 Duct bads I 20% 26% 0 0 Total room bad 0 0 Air required (elm) 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsvIr 2017 -May -18 14:34:09 ZcA Righl•Suile® Universal 2017 17.0.23 RSU16877 Page 10 251 Redwood RHG - Mot 251 Redwood RHG - E.rup Calc - MJ8 Building faces. E Duct S SJob: Lot 251 Redwood RHG - E wrightsoft• System Date: 05/18/2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629. 6920 Fax (407) 629 - 9307 Web www OneStopCooling corn License. CAC032444 For: Taylor Morrison Sanford, FI External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating a50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.249 in/100ft 0 cfm Cooling a50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.249 in/100ft 1000 cfm 137 ft Supply Branch Detail Table Name Design 13tuh) Htg cfm) Gig cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 1843 0 94 0.327 6.0 Ox 0 VIFx 9.0 95.0 st1 BED3 c 2814 0 144 0.307 7.0 Ox 0 VIFx 15.6 95.0 st1 BTI -12 c 161 0 8 0.322 4.0 Ox 0 VIFx 10.5 95.0 st1 FAM c 2219 0 114 0.268 6.0 Ox 0 VIFx 21.7 105.0 st2 FAM -A c 2219 0 114 0.249 6.0 Ox 0 VIFx 26.6 110.0 st2 KIT c 1987 0 102 0.301 6.0 Ox 0 VIFx 8.1 105.0 st2 LAUN c 850 0 44 0.305 4.0 Ox 0 VIFx 16.5 95.0 st1 MBED c 2485 0 127 0.275 7.0 Ox 0 VIFx 23.5 100.0 st3 MBED-A c 2485 0 127 0.278 7.0 Ox 0 VIFx 22.2 100.0 st3 MBTH c 389 0 20 0.285 4.0 Ox 0 VIFx 19.1 100.0 st3 MTOI c 42 0 2 0.272 4.0 Ox 0 VIFx 24.8 100.0 st3 MwIC c 179 0 9 0.299 4.0 Ox 0 VIFx 13.7 100.0 st1 PNTY c 83 0 4 0.280 4.0 Ox 0 VIFx 16.2 105.0 st2 PWDR c 995 0 51 0.253 4.0 Ox 0 VIFx 24.1 110.0 st2 T012 c 750 0 38 0.313 4.0 Ox 0 VIFx 13.6 95.0 st1 Supply Trunk Detail Table Bold/Italic values have been manually overridden wri htsoft• 2017 -May -18 14 34 10 t_- 9 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 1 z6A .251 Redwood RHG - E\Lol 251 Redwood RHG - E.rup Calc - MJ8 Building faces, E Trunk Htg Gig Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 0 385 0.249 705 10.0 0 x 0 VinlFlx sti Peak'AVF 0 338 0.299 620 10.0 0 x 0 VinlFlx st3 Peak AVF 0 277 0.272 627 9.0 0 x 0 VinlFlx Bold/Italic values have been manually overridden wri htsoft• 2017 -May -18 14 34 10 t_- 9 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 1 z6A .251 Redwood RHG - E\Lol 251 Redwood RHG - E.rup Calc - MJ8 Building faces, E Return Branch Detail Table Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rM Ox 0 0 1000 0 0 0 0 Ox 0 VIFx wri htSof r 2017 -May -18 14:34:10 9 Right -Suite® Universal 2017 17 0 23 RSU16877 Page 2 ACCIK .. 251 Redwood RHG - E\LOI 251 Redwood RHG - E.rup Calc = MJ8 Building laces E Static PFriction RJob: Lot 251 Redwood RHG - E wrightsoft' Pressure and onate Date: 05/18/2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone- (407) 629 - 6920 Fax (407)629-9307 Web: www.0neStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, FI Supply ft) Measured length of run -out 23 Measured length of trunk 4 Equivalent length of fittings 110 Total length 137 Total effective length Heating in/100ft) Supply Ducts 0.249 > 0.18 Return Ducts 0.249 > 0.18 Supply 4X=35, 11M=20, 111=10, 11G=5, 11G=5, 1A=35: TotalEL=110 Return TotalEL=0 r i Cooling in H2O) 0.50 0 0 0.03 0.03 0.10 0 0 0 0.34 Return ft) 0 0 0 0 137 Cooling ir 100ft) 0.249 > 0.18 0.249 > 0.18 1 , wrightsoft• Right-Sude® Universal 2017 17.0.23 RSU16877 2017 -May -18 14.34:10 A , Page 1 251 Redwood RHG - E1Lot 251 Redwood RHG - E.rup Cak . MJ8 Building faces E Heating in H2O) External static pressure 0.50 Pressure losses Coil 0 Heat exchanger 0 Supply diffusers 0.03 Return grilles 0.03 Filter ` 0.10 Humidifier 0 Balancing damper 0 Other device 0 Available static pressure 0.34 Supply ft) Measured length of run -out 23 Measured length of trunk 4 Equivalent length of fittings 110 Total length 137 Total effective length Heating in/100ft) Supply Ducts 0.249 > 0.18 Return Ducts 0.249 > 0.18 Supply 4X=35, 11M=20, 111=10, 11G=5, 11G=5, 1A=35: TotalEL=110 Return TotalEL=0 r i Cooling in H2O) 0.50 0 0 0.03 0.03 0.10 0 0 0 0.34 Return ft) 0 0 0 0 137 Cooling ir 100ft) 0.249 > 0.18 0.249 > 0.18 1 , wrightsoft• Right-Sude® Universal 2017 17.0.23 RSU16877 2017 -May -18 14.34:10 A , Page 1 251 Redwood RHG - E1Lot 251 Redwood RHG - E.rup Cak . MJ8 Building faces E RECORD COPY FORM R405-2014 - + FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 252 Birch LHG - E Q --, / Street: " Z a %%f[. Permit Office: Seminole Builder Name: One Stop Cooling and HeatingnSANFORDCity, State, Zip: Sanford , FL , J Permit Number: # 1 7 - 1 Owner: Taylor Morrison Jurisdiction: 6 00DesignLocation: FL, Orlando + County:: Seminole (Florida Climate Zone 1. New construction or existing New (From Plans) 9. Wall Types (986.0 sgft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13.0 384.00 W b. Frame - Wood, Adjacent R=11.0 312.67 ft2 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=4.1 289.33 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No' 10. Ceiling Types (1222.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1222.00 ft2 6. Conditioned floor area above grade (W) 1931 b. N/A R= ft2 Conditioned floor area below grade (W) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(180.3 sgft.) Description Area a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 386.2 a. U -Factor: Dbl, U=0.34 176.28 W SHGC: SHGC=0.32 b. U -Factor: Dbl, U=0.31 4.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.34 a. Central Unit 30.0 SEER:15.00 c. U -Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft2 a. Electric Heat Pump 26.4 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth 3.132 ft. Area Weighted Average SHGC: 0.320 14. Hot water systems a. Electric Cap: 50 gallons8. Floor Types (1931.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 837.00 ft29 b. Conservation features b. Floor Over Other Space R=0.0 709.00 ft2 None c. other (see details) R= 385.00 ft2 15. Credits Pstat Total Proposed Modified Loads: 44.97 Glass/Floor Area: 0.093 PASSTotalBaselineLoads: 47.29 I hereby certify that the plans and specifications covered by Review of the plans and E STq, this calculation are in compliance with the Florida Energy specifications covered by this 0q Code. Digitally Bojan PaukOVIC, F --k calculation indicates compliance with the Florida Energy Code. rjj qq'''' ; .-' •1+ 1 ++n,+...... D 2017.051814.57:03-04'00' PREPARED BY: ate Before construction is completed 7 d 11 - DATE:this building will be inspected for compliance with Section 553.908 I I hereby certify that this building, as design d, i compliance Florida Statutes. with the Florida Energy Code. COp WE OWNER/AGE T BUILDING OFFICIAL: DATE: DATE: G. Vila. ' Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 5/18/2017 2:55 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 5/18/2017 2:55 PM EnergyGaugeS USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 PROJECT I Title: Lot 252 Birch LHG - E Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 1931 Lot # 252 Owner: Taylor Morrison Total Stories: 2 Block/SubDivision: Thombrooke TH 4 of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 0 Street: Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -family FL , New/Existing: New (From Plans) i Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blocks 1931 16536.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 837 7784.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1094 8752 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 122 ft2 0 0.29 0 0.71 2 Floor over Garage 2nd Floor ---- ---- 263 f12 11 0.29 0 0.71 3SIab-On-Grade Edge Insulatio 1st Floor 31 ft 0 837 ft2 0.29 0 0.71 4 Floor Over Other Space 2nd Floor ---- ---- 709 ft2 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emits Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1367 ft2 0 f12 Dark 0.6 N 0.6 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1222 ft2 N N 5/18/2017 2:55 PM EnergyGaugeS USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 5/18/2017 2:55 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 1222 ft2 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below Y_ Omt_---TbWaIIJype R_Value- El Jn In ----Area R-Value-F-raction_Absor-Grade% 1 N Exterior Frame - Wood 2nd Floor 13 1 0 8 0 8.0 112 0 0.25 0.6 0 2 E Exterior Frame - Wood 2nd Floor 13 21 • 6 8 0 172.0 ft2 0 0.25 0.6 0 3 E Exterior Concrete Block - Int Insul 1st Floor 4.1 9 6 9 4 88.7 ft2 0 0 0.6 0 4 S Exterior Frame - Wood 2nd Floor 13 4 0 8 0 32.0 ft2 0 0.25 0.6 0 5 W Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft2 0 0.25 0.6 0 6 W Exterior Concrete Block - Int Insul 1st Floor 4.1 21 6 9 4 200.7 ft2 0 0 0.6 0 7 Garage Frame - Wood 1st Floor 11 33 6 9 4 312.7 ft2 0 0.25 0.6 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 E Insulated 1st Floor None .4 3 8 24 ft2 2 Wood i 1st Floor None .46 2 8 6 8 17.8 1112 WINDOWS Orientation shown is the entered; Proposed orientation. Wall Overhang Oml ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 E 2 Vinyl Low -E Double Yes 0.34 0.32 45.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 E 3 Vinyl Low -E Double Yes 0.31 0.34 4.0 ft2 8 ft 0 in 2 It 0 in Drapes/blinds None 3 W 5 Vinyl Low -E Double Yes 0.34 0.32 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 4 W 5 Vinyl Low -E Double Yes 0.34 0.32 45.0 112 1 ft 0 in 2 ft 0 in Drapes/blinds None 5 W 6 Vinyl Low -E Double Yes 0.34 0.32 17.8 ft2 6 ft 0 in 2 ft 7 in Drapes/blinds None 6 W 6 Vinyl Low -E Double Yes 0.34 0.32 17.5 ft2 6 ft 0 in 2 It 0 in Drapes/blinds None 7 W 6 Vinyl Low -E Double Yes 0.34 0.32 36.0 ft2 6 ft 0 in 2 It 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 263 1112 263 ft2 64 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000272 1378 75.65 142.27 2445 5 1 5/18/2017 2:55 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 5/18/2017 2:55 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 26.4 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 30 kBtu/hr 900 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None f12 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 386.2 ft 2nd Floor 96.55 ft Prop. Leak Free 2nd Floor cfm 57.9 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Heatin Feb Mar Jan Feb Mar Apr Apr Ma Jun Jul , May Jun Jul Au AuSep Se WOctOct NovNNov DecHDec VentingJan lX Feb Mar Apr May [ Jun Jull Aug Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) 1 AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/18/2017 2:55 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: Sanford, FL , MANDATORY REQUIREMENTS See individual code sections for full details. O 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building: A copy of the EPL display card can be found in Appendix C. D R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doorsshall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the.time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. O R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 13 R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance With Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturers air handler enclosure. All register boots shall be taped or otherwise sealed during the test. _ 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feel (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 5/18/2017 2:55 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) o' 8403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 0 R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping Insulation. 0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. 0 R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/z inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 0 R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 600C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 0 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. p 8403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (it split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the i equipment shall not be less than the calculated latent load. 5118/2017 2:55 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains it the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. i O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or healing system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. O R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. p R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55'F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. O R403.9 Swimming pools, Inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. 1 R403.9.1.1 Gas and all -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. O RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 5/18/2017 2:55 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the EnergyPerformance Index, the more efficient the home. Sanford, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13.0 384.00 ft2 b. Frame - Wood, Adjacent R=11.0 312.67 ft2 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=4.1 289.33 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1222.00 tt2 6. Conditioned floor area (ft2) 1931 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 a. U -Factor: Dbl, U=0.34 176.28 ft2 11. Ducts a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor R ft2 6 386.2 SHGC: SHGC=0.32 b. U -Factor: Dbl, U=0.31 4.00 W SHGC: SHGC-0.34 12. Cooling systems kBtu/hr Efficiency c. U -Factor: N/A 1 ft2 a. Central Unit 30.0 SEER:15.00 SHGC: d. U -Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 26.4 HSPF:9.00 Area Weighted Average Overhang Depth: 3.132 ft. Area Weighted Average SHGC: 0.320 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 837.00 ft2 a. Electric EF: 0.9 b. Floor Over Other Space R=0.0 709.00 ft2 c. other (see details) R= 385.00 ft2 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: 1 I Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Date: City/FL Zip: Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1 5118/2017 2:55 PM EnergyGauge® USA -, FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 252 Birch LHG - E Builder Name: One Stop Cooling and Heating Street: Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subtloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be I air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have Basketed doors 5/18/2017 2:55 PM ' EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft° Project Summary Entire House One Stop Cooling and Heating Job:. Lot 252 Birch LHG - E Date: 05-18-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax* (407) 629 - 9307 Web www OneStopCooling corn License CAC032444 For: Taylor Morrison Sanford, FL Notes: J Weather: Orlando Intl AP, FL, US Winter Design Conditions Outside db 42 OF Inside db 68 OF Design TD 26 OF Heating Summary Structure 10256 Btuh Ducts 1918 Btuh Central vent (0 cfm) 0 Btuh none) Humidification I 0 Btuh Piping 0 Btuh Equipment load 12174 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Equipment Summary Summer Design Conditions Outside db Heating Cooling Area (ft2) 1932 1932 Volume (ft3) 16457 16457 Air changes/hour 0.50 0.26 Equiv. AVF (cfm) 137 71 Heating Equipment Summary Summer Design Conditions Outside db 92 OF Inside db 74 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 gr/Ib Sensible Cooling Equipment Load Sizing Structure 14999 Btuh Ducts,3936 Btuh Central ent (0 cfm) 0 Btuh none) Heating input Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Equipment sensible load 18443 Btuh Latent Cooling Equipment Load Sizing Structure 3155 Btuh Ducts 778 Btuh Central vent (0 cfm) 0 Btuh none). Model 14HPX-030-230-19 Equipment latent load 3932 Btuh Equipment Total Load (Sen+Lat) 22375 Btuh Req. total,capacity at 0.75 SHR 2.0 ton Cooling Equipment Summary Make Lennox Make Lennox Trade l MERIT Trade MERIT Model 14HPX-030-230-19 Cond 14HPX-030-230-19 AHRI ref 7044384 Coil CBX27UH-030-230'++TDR AHRI ref 7044384 Efficiency 9 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 22500 Btuh Heating output 26400 Btuh @ 47°F Latent cooling 7500 Btuh Temperature rise 0 OF Total cooling 30000 Btuh Actual air flow 0 cfm Actual air flow 1000 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 21 OF Backup: I Input = 0 kW, Output = 0 Btuh, 100 AFUE Bold/Italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft Righl-Suite® Universal 201717 0.23 RSU16877 1l.lil .. Lot 252 Birch LHG - E\Lot 252 Birch LHG - E.rup Calc - MJ8 Building laces- E 2017 -May -18 14:54.10 Page 1 F wrightsoft- Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 252 Birch LHG - E Date: 05-18-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web. www.OneStopCooling com License CAC032444 1 Room name Entire House PWDR 2 Exposed wall 79.0 It 0 It 3 Room height 8.5 ft d 9.3 It heallcool 4 Room dimensions 4.0 x 7.0 It 5 Room area 1931.8 f12 28.0 112 Ty Construction U -value Or HTM Area (It2) Load Area (ftp Load number BtuWft--F) Btuh/ft) or perimeter (It) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heal Cod Gross WP/S Heat Cod 6 W 12C-0sw 0.091 n 2.38 2.41 8 8 19 19 0 0 0 0 12C-0sw 0.091 a 2.38 2.41 172 127 302 306 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 45 0 399 1415 0 0 0 0 13A-4ocs 0.143 a 3.73 2.90 88 63 236 183 0 0 0 0 11 4B5.2fv 0.340 e 8.87 11.04 4 4 35 44 0 0 0 0 11DO 0.390 a 10.18 12.27 21 21 214 258 0 0 0 0 W 1213-0sw 0.091 s 2.38 2.41 32 32 76 77 0' 0 0 0 v 12C-0sw 0.091 w 2.36 241 172 112 266 270 0 0 0 0 C 4A5.2ov 0.340 w 8.87 31.45 15 0 133 472 0 0 0 0 C 4A5.2ov 0.340 w 8.87 31.45 45 0 399 1415 0 0 0 0 13AAocs 0.143 w 3.73 2.90 200 129 480 372 0 0 0 0 10D -v 0.340 w 8.87 16.94 18 6 159 303 0 0 0 0 4A5.2ov 0.340 w 8.87 21.31 18 9 155 373 0 0 0 0 4A5.2ov 0.340 w 8.87 21.31 36 18 319 767 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 312 312 740 469 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 1160 1160 969 2040 0 0 0 0 F 19A-0bscp 0.295 2.89 .2.04 124 124 359 253 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 264 264 117 83 0 0 0 0 F 22A-tpm 1180 30.80 0.00 772 31 955 0 28 0 0 0 r r 6 c) AED excursion 1811 1 Envelope loss/gain 6333 10931 0 1 12 a) Infiltration I 3922 1438 0 0 b) Room ventilation 0 0 0 0 13 Intemal gams: Occupants @ 230 4 920 0 0 Appliances/other 1710 10 Subtotal (lines 6 to 13) 1 10256 14999 01 9 Less external load 0 0 0 0 Less transler 0 0 0 0 Redistribution 0 0 1220 590 14 Subtotal 10256 14999 1220 599 15 Duct bads 119% 26% 1918 3936 19% 26% 228 157 Total room bad 12174 18935 1448 756 Air required (clm) 0 10D0 I 1 0 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightso:ft- Right -Suite® Universal 2017 17.0.23 RSU16877 2017 -May -18 14.54 0Lot252BirchLHG - E1Lol 252 Birch LHG - E.rup Calc - MJ8 Building laces. E wrightsoft• Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 252 Birch LHG - E Date: 05-18-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone. (407) 629 . 6920 Fax: (407) 629. 9307 Web, wwwOneStopCooing com License. CAC032444 1 Room name KIT FAM 2 Exposed wall 0 it 215 it 3 Room height 9.3 It heaticod 9.3 It heat/cool 4 Room dimensions 1.0 x 239.3 It 21.5 x 17.5 It 5 Room area 239.3 IF 376.3 It= Ty Construction U•value Or HTM Area (fig Load Area (fig Load number Btuhrfl'-°F) Bluwft) or perimeter (It) Btuh) or perimeter (It) Btuh) Heat Cool Gross WP/S Heat Cod Gross WP/S Heal Cool 6 W 12C-Osw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 y/ 12C-Osw 0.091 a 238 2.41 0 0 0 0 0 0 0 0 C 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11' L13A-4ocs 0.340 a 8.87 1104 0 0 0 0 0 0 0 0 OG4135. 21v 11 DO 0.390 a10.18 12.27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 05-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 VI! 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 200 129 480 372 IOD -v 0.340 w 8.87 16.94 0 0 0 0 18 6 159 303 4A5.2ov 0.340 w 887 21.31 0 0 0 0 18 9 155 373 4A5-2ov 0.340 w 8.87 21.31 0 0 0 0 36 18 319 767 P 12C-Osw 0.091 238 1.51 130 130 309 196 0 0 0 0 C 16B•30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 239 0 0 0 376 22 662 0 i 1 i i 6 c) AED excursion 125 1290 Envelope losstgain 309 71 1775 3105 12 a) Infiltration 0 0 1167 428 b) Room ventilation 0 0 0 0 13 Irnemal gains: Occupants p 230 0 0 0 0 Appliances/other 1200 0 Subtotal (lines 610 13) 309 1271 2942 3533 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 504 273 0 0 14 Subtotal 814 1544 2942 3533 15 Duct bads 191Y. 20% 152 405 191Y0 2690 550 927 Total man load 966 1949 34921 4460 Air required (ctm) 0 103 0 236 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 144- wrilgFhtsoft- Right -Suite® Universal 2017 17.0.23 RSU16877 2017 -May -18 1 Page 2 Lot 252 Birch LHG - E\Lot 252 Birch LHG - E rup Calc . MJ8 Building faces: E F wrightsoft Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 252 Birch LHG - E Date: 05-18-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web www OneStopCooling com License CAC032444 1 Room name STR1 MBED 2 Exposed wall 4.0 It 26.5 if 3 Room height 9.3 11 heat/cool 8.0 1t heat/cool 4 Room dimensions 4.0 x 12.5 It 1.0 x 331.5 It 5 Room area 50.0 1? 331.5 fit Ty Constriction U -value Or HTM Area (ftp Load Area (fig Load number BtuWftx-•F) Btuh/ftq or perimeter (11) Btuh) or perimeter (It) Btuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2.38 2.41 0 0 0 0 8 8 19 19 t-1' 12C-Osw 0.091 a 2.38 2.41 0 0 0 0 172 127 302 306 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 45 0 399 1415 13A-4ocs 0.143 a 3.73 2.90 37 33 124 96 0 0 0 0 11 485.21v 0.340 a 8.87 11.04 4 4 35 44 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 238 2.41 0 0 0 0 32 32 76 77 12C-Osw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5 -20v 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 887 31.45 0 0 0 0 0 0 0 0 5/y 13A -flocs 0.143 w 373 290 0 0 0 0 0 0 0 0 10D•v 0.340 w 8.87 16.94 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 21.31 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 887 21.31 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 0 0 0 0 332 332 277 583 F 19A•Obscp 0.295 2.89 2.04 0 0 0 0 122 122 354 249 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 152 152 67 48 F 22A-tpm 1.180 30.80 0.00 50 4 123 0 0 0 0 0 1 1 I 1 1 1 1 6 c) AED excursion 20 173 Envelope loss/gain 283 121 1494 2870 12 a) Infiltration 217 80 1237 453 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 2 460 Appliances/dher 0 0 Subtotal (lines 6 to 13) 500 200 2731 3783 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redisinbution 500 200 65 118 14 Subtotal 0 0 2796 3901 15 Duct bads 195/6 26Y61 0 0 195/6 266/6 523 1024 Total room bad 0 0 1 33191 4925 Air required (cfm) 0 0 0 260 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017 -May -1814:54.10 A kRight-Suite® Universal 2017 17.0.23 RSU16877 Page 3 Lot 252 Birch LHG - E\Lot 252 Birch LHG - E rup Calc = MJ8 Building laces E wrightsoft Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 252 Birch LHG - E Date: 05-18-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax, (407) 629 - 9307 Web: www OneSlopCooling com License: CAC032444 1 Room name MW IC LAUN 2 Exposed wall 0 it 0 11 3 Room height 8.0 it heat/cool 80 It heat/cool 4 Room dimensions 7.5 x 8.0 It 6.5 x 6.0 It 5 Room area 60.0 ft2 39.0 ft2 Ty Constriction U -value Or HTM Area (ft2) Load Area (It2) Load number Btuh/ft2-•F) Bluh/lt2) or perimeter (It) Btuh) or perimeter (1t) Btuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 Y-0 12C-Osw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 Y -C 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 485.21v 0.340 a 8.87 11.04 0 0 0 0 0 0 0 0 11DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 V+l 12C-Osw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 L_( G 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D -v0.340 w 8.87 16.94 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 21.31 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 21.31 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 60 60 50 106 39 39 33 69 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 60 60 27 19 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 t 1 I 1 1 I I r 6 c) AED excursion 11 51 Envelope loss/gain 77 113 33 18 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gams: Occupants @ 230 0 0 0 0 Appliances/other 0 500 Subtotal (lines 6 to 13) 77 113 33 518 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 23 4331 59 14 Subtotal 99 157 63 576 15 Duct bads 19% 26% 19 41 19% 26%1 12 151 Total room bad 118 198 751 727 Air required (cfm) 0 10 1 0 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W ri ghtsoft- 2017 -May -18 14:54:10 Right-Suile® Universal 2017 17 0 23 RSU16877 Page 4 Lot 252 Birch LHG - E\Lol 252 Birch LHG - E.rup Calc - MJB Building laces: E wrightsott* Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 252 Birch LHG - E Date: 05-18-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax. (407) 629 - 9307 Web www OneSlopCooling com License- CAC032444 1 Room name MBTH MTOI 2 Exposed wall 0 it 0 It 3 Room height 8.0 It heal/wd 8.0 it heal/cool 4 Room dimensions 6.5 x 15.0 If 3.5 x 7.0 It 5 Room area 97.5 f12 24 5 IN Ty Construction U -value Or HTM Area (fl2) Load Area (112) Load number BtuWft;°F) Bluhlft2) or perimeter (It) Btuh) or perimeter (11) Bluh) Heal Cod Gross WP/S Heat Cod Gross N/P/S Heat Cool 6 W 12C-0sw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 Vy 12C-0sw 0.091 a 2.38 241 0 0 0 0 0 0 0 0 Y -C 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 485-2Iv 0.340 a 8.87 11.04 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 s 238 2.41 0 0 0 0 0 0 0 0 12C-Osw 0 091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 6.87 31.45 0 0 0 0 0 0 0 0T4A5-2ov 0.340 w 87 31.45 0 0 0 0 0 0 0 0 s 0.143 w 373 2.90 0 0 0 0 0 0 0 0 IOD -v10D -v 0.340 w 8.87 16.94 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 21.31 0 0 0 0 0 0 0 0 4A8-2ov 0.340 w 8.87 21.31 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 238 1.51 0 0 0 0 0 0 0 0 C 116B-30ad 0.032 0.84 1.76 98 98 81 171 25 25 20 43 F 19A-0bscp 0.295 289 204 0 0 0 0 0 0 0 0 F 19C•19cscp 0.049 0.44 031 52 52 23 16 0 0 0 0 F 22A-tpm 1180 i I 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 17 4 Envelope loss/gain 104 171 20 39 12 a) Irdinration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 104 171 20 39 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 16 30 14 Subtotal 104 171 36 70 15 Duct loads 19% 26% 20 45 19tl 7 18 Total room bad 124 216 43 88 Air required (cfm) 0 11 0 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. FkwriCghtsof2017-May-18 14 54 10 Right -Suite® Universal 2017 17 0 23 RSU76877 Pape 5 Lot 252 Birch LHG - E\Lot 252 Birch LHG - E.rup Calc - MJ8 Budding faces E wrightsoft* RiOW@ Worksheet Entire House t One Stop Cooling and Heating Job: Lot 252 Birch LHG - E Date: 05-18-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax, (407) 629 - 9307 Web: www.OneSiopCooling.com License- CAC032444 1 Room name BED3 2 Exposed wall 0 It 10.5 It 3 Room height 8.0 It heaUc001 8.0 11 heal/cool 4 Room dimensions 3.5 x 3.5 fl 1.0 x 162.5 1t 5 Room area 12.3 itr 162.5 It7 Ty Construction U -value Or HTM Area (ft) Load Area (Its Load number Bluhrft;'F) BtuMllx) or penmeler (It) Btuh) or perimeter (fl) Bluh) I Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 yl 12C-Osw 0 091 a 2.38 2.41 0 0 0 0 0 0 0 0 G 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 13A-4ocs 0.143 e 3 73 2.90 0 0 0 0 0 0 0 0 11 4B5 -21v 0.340 a 8.87 11.04 0 0 0 0 0 0 0 0 It DO 0.390 a 10.18 1227 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.38 2.41 0 0 0 0 84 54 128 130 4A5.2ov' 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 30 0 266 944 13A -flocs 0.143 w 3.73 290 0 0 0 0 0 0 0 0 IOD -v 0.340 w 8.87 16.94 0 0 0 0 0 0 0 0 4A5 -20v 0.340 w 8.87 21.31 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 21.31 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B -3W 0.032 0.84 1.76 12 12 10 22 163 163 136 286 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19mcp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-lpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 l I 6 c) AED excursion 2 345 Envelope loss/gatn 10 20 530 1704 12 a) InlillraUm 0 0 490 180 b) Room ventilation 0 0 0 0 13 Internal gams: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (Imes 6 to 13) 110 20 1020 2114 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 10 20 18 35 14 Subtotal 0 0 1038 2148 15 Duct bads 19% 26% 0 0 19% 26%1 194 564 Total room bad 00 1233 2712 Air required (cm) 0 0 0 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41-wrilghtsafV 2017 -May -18 14 54 10 AMRight-Suite®Universal 2017 17 0.23 RSU16877 Page 6 Lot 252 Birch LHG - E\Lol 252 Birch LHG - E.rup Calc . MJ8 Building laces. E wrightmft6 Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 252 Birch LHG - E Date: 05-18-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web- www OneSlopCooling corn License CAC032444 1 Room name BTH2 BED2 2 Exposed wall 0 it 11.0 it 3 Room height 8.0 it heat/cool 80 It heat/cool 4 Room dimensions 11.0 x 5.5 It 11.0 x 16.5 it 5 Room area 60.5 it2 181.5 02 Ty Construction U -value Or HTM Area (it) Load Area (112) Load number BtuWftz--F) BIuWft2) or perimeter (It) Btuh) or perimeter (it) Bluh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-0sw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 Y-0 12C-0sw 0 091 a 2.38 2.41 0 0 0 0 0 0 0 0 Y -C 4A5.2ov 0 340 a 8.87 31.45 0 0 0 0 0 0 0 0 y/ 13A-0ocs 0.143 a 373 2.90 0 0 0 0 0 0 0 0 11 2[v 0.340 a 8.87 11.04 0 0 0 0 0 0 0 0 l 14B5 11 DO 0.390 a 10.18 1227 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 2.38 2.41 0 0 0 0 88 58 138 140 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 15 0 133 472 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 15 0 133 472 13A -flocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D -v 0.340 w 8.87 1694 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 21.31 0 0 0 0 0 0 0 0 IFS ---( CGS 4A5.2ov 0.340 w 8.87 2131 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B•30ad 0.032 0.84 176 61 61 51 106 182 182 152 319 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 044 0.31 0 0 0 0 0 0 0 0 F 22A•tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 1 t 1 6 c) AED excursion + 10 340 Envelope loss/gain 51 97 556 1742 12 a) Infiltration 0 0' 513 188 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 1 230 r Appliances/other 0 0 Subtotal (lines 6 to 13) 51 97 1069 2161 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 15 28 8 15 14 Subtotal 65 125 1077 2176 15 Duct bads 19% 26% 12 33 19`16 269/6 201 571 Total room bad 77 158 1278 2747 Air required (c1m) 0 8 0 145 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 411- W rightSOft- Right-SuileO Universal 2017 17 0.23 RSU16877 2017 -May -18 14: x54 ge 0 Lot 252 Birch LHG - E%Lol 252 Birch LHG - E.rup Calc . MJ8 Building faces: E wrightsoft- Right -J® Worksheet Entire House One Stop Cooling and Heating i 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax. (407) 629. 9307 Job: Lot 252 Birch LHG - E Date: 05-18-2017 By: XF/MC/BP Web: www OneSlopCooling corn License CAC032444 1 Room name STR2 FOY 2 Exposed wall 0 if 55 1t 3 Room height 8.0 1t heal/cool 9.3 1t heal/cool 4 Room dtmensiorls 4.0 x 15.5 It 1.0 x 78.3 11 5 Room area 62.0 fit 78.3 112 Ty Construction U -value Or HTM Area (ft2) Load Area (ft9 Load number StuWft2--F) BtuWfl2) or perimeter (1t) Bluh) or perimeter (fl) Btuh) Heal Cod Gross WP/S Head Cod Gross WP/S Heat Cod 6 W 12C-Osw 0.091 n 2.38 2.410 0 0 0 0 r 0 0 0 I/ 12C-Osw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 O 4A5.2ov 0.340 e 887 31.45 0 0 0 0 0 0 0 0 13AAocs 0.143 a 3.73 2.90 0 0 0 0 51 30 113 87 11 4B5 -21v 0.340 a 8.87 11.04 0 0 0 0 0 0 0 0 11DO 0.390 a 10.18 12.27 0 0 0 0 21 21 214 258 W 12C-Osw 0.091 s 238 241 0 0 0 0 0 0 0 0 1 12C-Osw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 C 4A5-2ov 0.340 w 887 31.45 0 0 0 0 0 0 0 0 VLC 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 Vf/ 13AAocs 0.143 w 373 2.90 0 0 0 0 0 0 0 0 10D vOD-v 0.340 w 8.87 16.94 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 21.31 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 887 2131 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 181 181 431 273 C 16B-30ad 0.032 084 176 62 62 52 109 0 0 0 0 F 19A-Obscp 0.295 2.89 2.04 2 2 6 4 0 0 0 0 F 19C-19cscp 0.049 044 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 78 6 169 0 1 6 c) AED excursion 10 65 Envelope loss/gain 58 103 926 553 12 a) Infiltration 0 0 298 109 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Sublotal (lines 610 13) .1 58 103 1225 662 Less external load 1 0 0 0 0 Less transfer ` 0 0 0 0 Radsdribulion 58 103 1225 662 14 Sublotaf 0 0 0 0 1151 Duct bads 19'/0 26% 1 0 0 19% 26-/0 0 0 Total room bad 0 0 0 0 Air required (cim) 0 0 1 10 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1: c wrightsoTt- 2017 -May -18 14 54 10 cRight-Suite® Universal 2017 17.0.23 RSU16877 Page 8 Lot 252 Birch LHG - E\Lol 252 Birch LHG - E.rup Calc - MJ8 Building faces: E wrightsoft Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 252 Birch LHG - E Date: 05-18-2017 By: XFIMC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 -Web- www.OneStopCooling corn License CAC032444 Room name 2 Exposed wall 0 It 3 Room height 80 It heat/cool 4 Room dimensions 1.0 x 128.8 It 5 Room area 128 8 flz Ty Construction U -value . Or HTM Area (fig Load Area Load number BtuWlt;•F) BluWltg or perimeter (It) Btuh) or perimeter Heat Cod Gross N/P/S Heat Cod Gross WP/S Heat CodI 6 W 12C-Osw 0.091 n 2.38 2.41 0 0 0 0 t-1' 12C-0sw 0.091 a 2.38 2.41 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 13A-4ocs 0143 a 3.73 2.90 0 0 0 0 11 485.21v 0.340 e 8 87 1104 0 0 0 0 11 DO 0.390 a10.18 12.27 0 0 0 0 W 12C-Osw 0 091 s 2.38 2.41 0 0 0 0 12C-Osw 0.091 w 2.36 2.41 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 V(! 1 0.143 w 3.73 2.90 0 0 0 0 1OD-v0D•v 0.340 w 8.87 16.94 0 0 0 0 4A5.2ov 0.340 w 8.87 21.31 0 0 0 0 4A5.2ov 0.340 w 8.87 21.31 0 0 0 0 P 12C-Osw 0 091 2.38 1.51 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 129 129 108 226 F I9A-0bscp 0.295 2.89 2.04 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 F 22A•tpm 1.180 30.80 0.00 0 0 0 0 1 i 6 c) AED excursion 20 Envelopeloss/gain 1 108 206 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 108 206 Less external load 0 0 Less transfer 0 0 Relistribution 108 206 14 Subtotal 0 0 15 Duct bads 19% 26% 0 0 Total room bad 0 0 Air required (clm) 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 414- WrightSvTt- 2017 -May -18 14 54:10 AC cir. Right -Suite® Universal 2017 17.0.23 RSU16877 Pape 9 Lot 252 Birch LHG - E1Lol 252 Birch LHG - E rup Calc - MJ8 Building faces: E Duct S SJob: Lot 252 Birch LHG - E wrightsoft` System Date: 05-18-2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone- (407) 629 - 6920 Fax: (407) 629 - 9307 Web. www OneStopCoolrng corn License: CAC032444 Project Information For: Taylor Morrison Sanford, FL Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.16 in H2O 0.16 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.201 ir1/100ft 0.201 irV100ft Actual air flow 0 cfm 1000 cfm Total effective length (TEL) 169 it Name Design 13tuh) Htg Cfm) Clg Cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 2747 0 145 0.282 7.0 Oxo VIFx 20.4 100.0 st1 BED3 C 2712 0 143 0.290 7.0 Ox 0 VIFx 17.3 100.0 SO BTH2 C 158 0 8 0.296 4.0 Ox 0 VIFx 14.9 100.0 st1 FAM C 2230 0 118 0.209 6.0 Ox 0 VIFx 47.8 115.0 st4 FAM -A C 2230 0 118 0.213 6.0 Ox 0 VIFx 44.3 115.0 st4 KIT c 1949 0 103 0.216 6.0 Ox 0 VIFx 37.5 120.0 st4 LAUN c 727 0 38 0.291 4.0 Ox 0 VIFx 16.7 100.0 st1 MBED C 2463 0 130 0.277 7.0 Ox 0 VIFx 17.7 105.0 st3 MBED-A C 2463 0 130 0.265 6.0 Ox 0 VIFx 28.4 100.0 st3 MBTH C 216 0 11 0.272 4.0 Ox 0 VIFx 19.8 105.0 st3 MTOI c 88 0 5 0.269 4.0 Ox 0 VIFx 21.6 105.0 st3 MWIC c 198 0 10- 0.278 4.0 Ox 0 VIFx 17.3 105.0 st3 PWDR c 756 0 40 0.201 4.0 Ox 0 VIFx 49.0 120.0 st4 Bold/italic values have been manually overridden wrilghtsofr Right-Suile® Universal 2017 17 0 23 RSU16877 Lot 252 Birch LHG- E\Lot 252 Birch LHG - E rup Calc . MJ8 Buildinglaces. E 2017 -May -18 14:54 11 Page 1 Trunk Htg Cig Design Veloc Diam H x W Duct Name Type Cfm) Cfm) FR fpm) in) in) Material Trunk st4 Peak AVF 0 378 0.201 694 10.0 0 x 0 VinlFlx st2 st3 Peak AVF 0 287 0.265 649 9.0 0 x 0 VinlFlx st2 Peak AVF 0 378 0.201 694 10.0 0 x 0 VinlFlx st1 Peak AVF 0 335 0.282 758 9.0 0 x 0 VinlFlx Bold/italic values have been manually overridden wrilghtsofr Right-Suile® Universal 2017 17 0 23 RSU16877 Lot 252 Birch LHG- E\Lot 252 Birch LHG - E rup Calc . MJ8 Buildinglaces. E 2017 -May -18 14:54 11 Page 1 Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 0 1000 0 0 0 0 Ox 0 VIFx 0 W n 9 B 0 0 I L t wri htsoft' 2017 -May -18 14 5411 Z& ,, 9 Righl-suite® Universal 2017 17.0 23 RSU16877 Page 2 Lot 252 Birch LHG - E\Lol 252 Birch LHG - E rup Calc - MJ8 , Building faces E Static Pressure and Friction Rate Job: Lot 252 Birch LHG - E wrightsoft` Date: 05-18-2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web. www OneStopCooling corn License CAC032444 For: Taylor Morrison Sanford, FL Available static pressure 0.34 0.34 Total• Supply Return t t (ft) (ft) Measured length of run -out ' 17 0 Measured length of trunk 32 0 Equivalent length of fittings 120 0 Total length 169 0 Total effective length 169 Heating Heating Cooling in/1001t) in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• Supply Return t t (ft) (ft) Measured length of run -out ' 17 0 Measured length of trunk 32 0 Equivalent length of fittings 120 0 Total length 169 0 Total effective length 169 Heating Cooling iN100ft) in/1001t) Supply Ducts 0.201 > 0.18 0.201 > 0.18 Return Ducts 0.201 > 0.18 0.201. > 0.18 Fitting Equivalent LengthDetails Supply 4X=35, 11A=20, 11G=5, 11G=5, 111=10, 111=10, 1A=35: TotalEL=120 Return TotalEL=O t WiIItSOfii' 2017 -May -1814:54:11 l 9 Right -Suite® Universal 2017 17.0 23 RSU16877 Page 1 Lot 252 Birch LHG - E\Lot 252 Birch LHG - E.rup Calc . MJ8 Building laces- E RECORD COPY FORM R405-2014 t FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION, Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 253 Birch % IHG - E ,/ //' Builder Name: One Stop Cooling and Heating Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 5/18/2017 3:23 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 rIN Street: 3AB ,(r i Permit Office: SeminoleI`//Kr City, State, Zip: Sanford ,'FL , U Permit Number: 17 - 1 7 F38SANFOFt S Owner: Taylor Morrison 9Jurisdiction: 6 1000 ti Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (986.0 sgft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13.0 384.00 112 b. Frame - Wood, Adjacent R=11.0 312.67 W 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=4.1 289.33 ft2 4. Number of Bedrooms 3 d. N/A R= rye 5. Is this a worst case? No 10. Ceiling Types (1222.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1222.00 fte 6. Conditioned floor area above grade (ft2) 1931 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. WA R= ft2 k 11. Ducts R ft2 7. Windows(180.3 sgft.) Description Area a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 386.2 a. U -Factor: Dbl, U=0.34 176.28 ft2 SHGC: SHGC=0.32 b. U -Factor: Dbl, U=0.31 4.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: I SHGC=0.34 1 a. Central Unit 30.0 SEER:15.00 c. U -Factor: N/A t ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft2 a. Electric Heat Pump 26.4 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.132 ft. Area Weighted Average SHGC: 0.320 14. Hot water systems a. Electric Cap: 50 gallons8. Floor Types (1931.0 sgft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 837.001112 b. Conservation features b. Floor Over Other Space R=0.0 709.00112 None c. other (see details) R= 385.00 ft2 15. Credits Pstat Area: 0.093 Total Proposed Modified Loads: 44.94 PASSGlass/Floor Total Baseline Loads: 47.29 I hereby certify that the plans and specifications covered by Review of the plans and t-fHE ST,gl, this calculation are in compliance with the Florida Energy specifications covered by this y _ rO Code. Digitally signedbyBo+an calculation indicates compliance 3tL OBojanPaukovicPakow, with the Florida Energy Code. r+rur =`r '' ate 20170518152435 04'00' PREPARED BY: D Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as design2d, is in compliance Florida Statutes. 5 CCDwiththeFloridaEnergyCode. WE't4 OWNFRI BUILDING OFFICIAL: DATE: DATE:----- 29.0 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 5/18/2017 3:23 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 5/18/2017 3:23 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: Lot 253 Birch RHG - E Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 1931 Lot # 253 Owner: Taylor Morrison Total Stories: 2 Block/SubDivision: Thornbrooke TH of Units: 1 Worst Case: No PlalBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 0 Street: Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1931 16536.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 837 7784.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1094 8752 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 122112 0 0.29 0 0.71 2 Floor over Garage 2nd Floor ---- ---_ 263 ft2 11 0.29 0 0.71 3Slab-On-Grade Edge Insulation 1st Floor 31 It 0 837 ft2 0.29 0 0.71 4 Floor Over Other Space 2nd Floor ---- ---- 709112 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1367 f12 0 ft2 Dark 0.6 N 0.6 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1222 f12 N N 5/18/2017 3:23 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 5/18/2017 3:23 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 30 Blown 1222 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt- ToNaIIJype Space R -Value --R In -Fa -In kjea-H-Value-Eraction_-9bsor-Grade) 1 S Exterior Frame - Wood 2nd Floor 13 1 0 8 0 8.0 ft2 0 0.25 0.6 0 2 E Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft2 0 0.25 0.6 0 3 E Exterior Concrete Block - Int Insul 1st Floor 4.1 9 6 9 4 88.7 ft2 0 0 0.6 0 4 N Exterior Frame - Wood 2nd Floor 13 4 0 8 0 32.0 ft2 0 0.25 0.6 0 5 W Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft2 0 0.25 0.6 0 6 W Exterior Concrete Block - Int Insul 1st Floor 4.1 21 6 9 4 200.7 ft2 0 0 0.6 0 7 Garage Frame - Wood 1st Floor 11 33 6 9 4 312.7 ft2 0 0.25 0.6 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In F1 In 1 I E Insulated 1 sl Floor None 4 3 8 24 ft2 2 Wood 1st Floor None 46 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 E 2 Vinyl Low -E Double Yes 0.34 0.32 45.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 E 3 Vinyl Low -E Double Yes 0.31 0.34 4.0 ft2 8 ft 0 in 2 ft 0 in Drapestblinds None 3 W 5 Vinyl Low -E Double Yes 0.34 0.32 15.0 ft2 1 ft 0 in 1 ft 0 in Drapestblinds None 4 W 5 Vinyl Low -E Double Yes 0.34 0.32 45.0 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 5 W 6 Vinyl Low -E Double Yes 0.34 0.32 17.8 ft2 6 ft 0 in 2 ft 7 in Drapes/blinds None 6 W 6 Vinyl Low -E Double Yes 0.34 0.32 17.5 ft2 6 ft 0 in 2 ft 0 in Drapes/blinds None 7 W 6 Vinyl Low -E Double Yes 0.34 0.32 36.0 ft2 6 ft 0 in 2 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 263 ft2 263 ft2 64 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000272 1378 75.65 142.27 2445 5 5/18/2017 3:23 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 5/18/2017 3:23 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 26.4 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 30 kB1u/hr 900 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap_ Use SetPnt ConservationV 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert If Company Name System Model # Collector Model Area Volume FEF None None f12 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 386.2 ft 2nd Floor 96.55 ft Prop. Leak Free 2nd Floor cfm 57.9 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Heatin Feb Mar Jan Feb Mar Apr Apr Ma Jun Jul May Jun Jul Auge Aug Sep Oct Oct Nov Nov Dec Dec Venting Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 I PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 1 78 78 78 78 78 78 78 78 78 78 78 PM 78 1 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 j 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/18/2017 3:23 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: r Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. O 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. O R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. O R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. O R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. O R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be 'substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. Duct testing is not mandatory for buildings complying by Section R405 of this code. 5/18/2017 3:23 PM k EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 0 R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41•C) or below 55•F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. O R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. I R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 31/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. O R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140•F (38•C to 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. .Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 0 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. 0 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. M 5/18/2017 3:23 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. i 2. A variable capacity system sized for optimum performance during base load periods is utilized. El R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. p R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 550F, and no precipitation is falling and an automatic or manual control that will allow shuloff when the outdoor temperature is above 40•F. D R403.9 Swimming pools, Inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and all -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is r required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. D RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of 8-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 5/18/2017 3:23 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 y FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the EnergyPerformance Index, the more efficient the home. Sanford, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13.0 384.00 f12 b. Frame - Wood, Adjacent R=11.0 312.67 f12 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=4.1 289.33 f12 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1222.00 ft2 6. Conditioned floor area (ft2) 1931 b. N/A R= ft2 7. Windows" Description Area c. WA R= ft2 a. U -Factor: Dbl, U=0.34 176.28 ft11 .Ductsa. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor R f2 6 386..2 SHGC: SHGC=0.32 b. U -Factor: Dbl, U=0.31 r 4.00 ft2 SHGC: SHGC=0.34 12. Cooling systems kBtu/hr Efficiency c. U -Factor: N/A ft2 a. Central Unit 30.0 SEER:15.00 SHGC: d. U -Factor: N/A ft2 13. Heating systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 26.4 HSPF:9.00 Area Weighted Average Overhang Depth: 3.132 ft. Area Weighted Average SHGC: 0.320 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 837.00 ft2 a. Electric EF: 0.9 b. Floor Over Other Space R=0.0 709.00 ft2 c. other (see details) R= 385.00 ftb. Conservation features None 15. Credits Pstat r I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: o WrE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you, obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/18/2017 3:23 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 253 Birch RHG - E Builder Name: One Stop Cooling and Heating Street: Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subtloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have Basketed doors 5/18/2017 3:23 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Project Summar Job: Lot 253 Birch RHG - E wrightsoft' Project Y Date: 05/18/2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629. 6920 Fax (407)629-9307 Web: www.OneSlopCooling com License. CAC032444 Information For: Taylor Morrison Sanford, FL t t Notes: Weather: Winter Design Conditions Outside db 42 OF Inside db 68 OF Design TD , 26 OF I Heating Summary Structure 10256 Btuh Ducts t 1918 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 12174 Btuh Infiltration Method Construction quality Fireplaces Orlando Intl AP, FL, US Simplified Average 0 Heating cooling Area (ftz 1932 1932 Volume ()ft3) 16457 16457 Air changes/hour 0.50 0.26 Equiv. AVF (cfm) 137 71 Heating Equipment Summary M Make Lennox Relative humidity Trade MERIT Model 14H PX -030-230-19 49 AHRI ref 7044384 Sensible Cooling Equipment Load Sizing Summer Design Conditions Outside db 92 OF Inside db 74 OF Design TD 18 OF Daily range M Btuh Relative humidity 50 Moisture difference 49 gr/Ib Sensible Cooling Equipment Load Sizing Structure 14999 Btuh Ducts 3936 Btuh Central vent (0 cfm) 0 Btuh none) 0.83 Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Input = 0 kW, Output = 0 Btuh, 100 AFUE I Equipment sensible load 18443 Btuh Latent Cooling Equipment Load Sizing Structure 3155 Btuh Ducts 778 Btuh Central vent (0 cfm) 0 Btuh none) Heating output 26400 Btuh @ 47°F Equipment latent load 3932 Btuh Equipment Total Load (Sen+Lat) 22375 Btuh Req. total capacity at 0.75 SHR 2.0 ton Cooling Equipment Summary Actual air flow 0 cfm Make Lennox 1000 Trade MERIT Air flow factor 0 cfm/B1uh Cond 14HPX-030-230-19 0.053 Coil CBX27UH-030-230'++TDR Static pressure I 0.50 in H2O AHRI ref 7044384 0.50 Efficiency 9 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 22500 Btuh Heating output 26400 Btuh @ 47°F Latent cooling 7500 Btuh Temperature rise 0 OF Total cooling 30000 Btuh Actual air flow 0 cfm Actual air flow 1000 cfm Air flow factor 0 cfm/B1uh Air flow factor 0.053 cfm/Btuh Static pressure I 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 21 °F Backup: Input = 0 kW, Output = 0 Btuh, 100 AFUE I Bold/Italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wr htSOfii' 2017 -May -18151904 Right-Suile® Universal 2017 17.0.23 RSU16877 Page 1 AM Lot 253 Birch RHG - E\Lol 253 Birch RHG - E.rup Calc . MJ8 Building faces E n wrightsoft* Right -J® Worksheet Job: Lot 253 Birch RHG - E Entire House Date: 05/18/2017 One Stop Cooling and Heating By: XFlMC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web- www OneStopCooling com License CAC032444 1 Room name Entire House PWDR 2 Exposed wall 79.0 1t 0 It 3 Room height 8.5 It d 9.3 it heal/ccol 4 Room dimensions 4.0 x 7.0 It 5 Room area 1931.8 112 28.0 It° Ty Constriction U -value Or HTM Area (11v) Load Area (III) Load number Btuh/ft;•F) Btuwfl or perimeter (it) Btuh) or perimeter (It) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-0sw 0.091 n 238 2.41 32 32 76 77 0 0 0 0 Y-6 12C-0sw 0.091 a 2.38 2.41 172 127 302 306 0 0 0 0 Y -C 4A5.2w 0.340 a 8.87 31.45 45 0 399 1415 0 0 0 0 V 13A-4ocs 0.143. a 3.73 2.90 Be 63 236 183 0 0 0 0 11 F--( 4B5 -21Y 0.340 a 8.87 11.04 4 4 35 44 0 0 0 0Z11DO0.390 a 10.18 12.27 21 21 214 258 0 0 0 0 W 12C-Osw 0.091 s 2.38 2.41 8 8 19 19 0 0 0 0 12C-0sw 0.091 w 238 2.41 172 112 266 270 0 0 0 0 I --C 4A5.2ov 0.340 w 8.87 31.45 15 0 133 472 0 0 0 0 LLL -----{CG 4A5-2ov 0.340 w 8.87 31.45 45 0 399 1415 0 0 0 0 13A-4ocs 0.143 w 3.73 2.90 200 129 480 372 0 0 0 0 10D -v 0.340 w 8.87 1694 18 6 159 303 0 0 0 0 L CGC 4A5.2ov 0.340 w 8.87 21.31 18 9 155 373 0 0 0 0 4A5.2ov 0.340 w 8.87 21.31 36 18 319 767 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 312 312 740 469 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 1160 1160 989 2040 0 0 0 0 F 19A-0bscp 0.295 2.89 2.04 124 124 359 253 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 264 264 117 83 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 772 31 955 0 28 0 0 0 r i 6 c) AED excursion 1811 1 Envelope loss/gain 6333 10931 0 1 12 a) Infiltration 3922 1438 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 1710 10 Subtotal (lines 6 to 13) 10256 14999 0 9 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 1220 590 14 Subtotal 10256 14999 1220 599 15 Duct bads 1 19% 26% 1918 3936 19% 26% 228 157 TOW room bad 12174 18935 1448 756 Air required (cim) 0 1000 0 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4-wrigFstsoft- 2017 -May -181519.04 AM PageUniversal201717.0.23 RSU16877 page 1 Lot 253 Birch RHG - E I-ol 253 Birch RHG - E rup Calc = MJ8 Building laces: E wrightsoft, Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 253 Birch RHG - E Date: 05/18/2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629. 9307 Web: www.OneStopCooling com License- CAC032444 1 Room name KIT FAM 2 Exposed well 0 It 21.5 It 3 Room height ' 9.3 II heat/cool 9.3 It heaVcool 4 Room dimensions 1.0 x 239.3 It 21.5 x 17.5 It 5 Room area 239.3 fit 376.3 It' Ty Construction U -value Or HTM Area (fig Load Area (fig Load number Btuh/I12-°F) BIUW112) or perimeter (1t) Btuh) or penmeter (It) Btuh) Heat Cod Gross WP/S Heat Cod Gross N/P/S Heal Cod 6 W , 12C-0sw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 y/ 12C-0sw 0.091 a 238 2.41 0 0 0 0 0 0 0 0 L- G 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 yl 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 p 4B5 -21v 0.340 a 8.87 11.04 0 0 0 0 0 0 0 0 11DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 5 238 2.41 0 0 0 0 0 0 0 0 y/ 12C-0sw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8 87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 Vjl 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 200 129 480 372 10D -v 0.340 w 8.87 16.94 0 0 0 0 18 6 159 303 4A5.2ov 0.340 w 8.87 21.31 0 0 0 0 18 9 155 373 4A5-2ov 0.340 w 8.87 21.31 0 0 0 0 36 18 319 767 P 12C-Osw 0.091 2.38 1.51 130 130 309 196 0 0 0 0 C 16B-30ad 0.032 0 84 1.76 0 0 0 0 0 0 0 0 F 19A-0bscp 0.295 2.89 2 04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 239 0 0 0 376 22 662 0 1 6 c) AED excursion 125 1290 Envelope loss/gain r 309 71 1775 3105 12 a) Inlillration 0 0 1167 428 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Apphances/other 1200 1 0 Subtotal (hnes 6 to 13) 309 1271 2942 3533 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 504 273 0 0 14 Subtotal 814 1544 2942 3533 15 Duct loads 19% 28% 152 405 19'/0 2696 550 927 Total room load 966 1949 3492 4460 Air required (cim) 0 103 1 0 236 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41- wrightBOft' 2017 -May -18 15:19 04 e Right -Suite® Universal 2017 17 0 23 RSU16877 Pape 2 Lot 253 Birch RHG - E\Lot 253 Birch RHG - E.rup Calc - MJ8 Building faces E wrightsoft: Right -J® Worksheet Job: Lot 253 Birch RHG - E Entire House Date: 05/18/2017 By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.0neStopCooling.com License- CAC032444 1 Room name STRt MBED 2 Exposed wall 4.0 it 26.5 it 3 Room height 9.3 1t heat/cool 8.0 It heat/cool 4 Room dimensions 4.0 x 12.5 it 1.0 x 331.5 It 5 Room area. 50.0 Ili! 331.5 IF Ty Construction U -value Or HTM Area (ftz) Load Area (Its Load number BtuWftx-•F) BluWlt or perimeter (II) Btuh) or perimeter (ft) Btuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2.38 241 0 0 0 0 32 32 76 77 Y-6 12C-Osw 0.091 a 2.38 241 0 0 0 0 172 127 302 306 Y -C 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 45 0 3% 1415 VjI GTp 13A4ocs 0.143 a 373 2.90 37 33 124 96 0 0 0 0 11 4B5-2fv 0.340 a 8.87 11.04 4 4 35 44 0 0 0 0 11DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.38 2.41 0 0 0 0 8 8 19 19 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0Ti12C-Osw 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 1 0.143 w 373 2.90 0 0 0 0 0 0 0 0 10D-v0D-v 0.340 w 8.87 16.94 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 21.31 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 887 21.31 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 0 0 0 0 332 332 277 583 F 19A-Obscp 0.295 2.89 204 0 0 0 0 122 122 354 249 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 152 152 67 48 F 22A-tpm 1.180 30.80 0.00 50 4 123 0 0 0 0 0 t 1 6 c) AED excursion 20 1 173 EnveloW loss/gam 283 121 1494 2870 12 a) Infiltration 217 80 1237 453 b) Room ventilation 1 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliances/other 0 0 Subtotal (lines 6 to 13) 500 200 2731 3783 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 500 200 65 118 14 Subtotal 0 0 2796 3901 15 Duct bads 19% 26% 0 0 19% 26% 523 1024 Total room bad 0 10 3319 4925 Air required (cfm) 0 0 1 1 0 260 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsoft- 2017 -May -18 15.19.04 Righl•Surle®Universal 2017 17.0.23 RSU76877 Pape 3 Lot 253 Birch RHG - E\Lot 253 Birch RHG - E.rup Calc . MJ8 Building faces E wrightsoft• Right -J® Worksheet Job: Lot 253 Bich RHG - E Entire House Date: 05/18/2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web. www.OneSlopCoohng com License: CAC032444 1 Room name MW IC LAUN 2 Exposed wall 0 it 0 1t 3 Room height 8.0 1t heal/cool 8.0 it heal/cool 4 Room dimensions 7.5 x 8.0 it 6.5 x 6.0 it 5 Room area 60.0 112 39.0 f12 Ty Construction U•value Or HTM Area (ft2) Load Area (fly Load number BtuWllZ°F) Btuh/fl2) or perimeter (1l) Bluh) or penmeter (1t) Bluh) Heal Cod Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 W 12C•Osw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 y/ 12C-Osw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 t -C 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 13AAocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 114B5.2fv 0.340 a 8.87 11.04 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 Vjl 1013-v 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D -v 0.340 w 8.87 16.94 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 21.31 0 0 0 0 0 0 0 0 IIS-3CG 4A5.2ov 0.340 w 8.87 21.31 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B30ad 0.032 0.84 1.76 60 60 50 106 39 39 33 69 F 19A-0bscp 0.295 2.89 204 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 60 60 27 19 0 0 0 0 F 22A-lpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 I 1 6 c) AED excursion 11 51 Envelope loss/gain 77 113 33 18 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other of 500 Subtotal (lines 6 to 13) 77 113 331 518 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redslribution 23 43 31 59 14 Subtotal 99 157 63 576 15 Duct bads 19% 26"/0 19 41 19% 269/0 12 151 Total room bad 118 198 75 727 Air required (clm) 0 10 1 1 0 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr1y1-sts4afC Right -Suite® Universal 2017 17.0 23 RSU16877 2017 -May -18 15:19:04 Page 4 Lot 253 Birch RHG - E\Lol 253 Birch RHG - E rup Calc. MJ8 Building faces E wrightsoft' Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 253 Birch RHG - E Date: 05/18/2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone, (407) 629 - 6920 Fax: (407) 629 - 9307 Web. www.OneStopCooling com License- CAC032444 1 Room name MBTH MTOI 2 Exposed wall 0 It 0 It 3 Room height 8.0 It heal/cod 8.0 it heal/cod 4 Room dimensions l 6.5 x 15.0 11 3.5 x 7.0 it 5 Room area 97.5 It' 24.5 fit Ty Construction U -value Or HTM Area (It) Load Area (119 Load number Bluh/ft;°F) Btuh/ftt)i or perimeter (11) Btuh) or perimeter (It) Btuh) Heal Cod Gross N/P/S Heat Cod Gross WP/S Heat cod 6 W 12C-0sw 0.091n 2.38 2.41 0 0 0 0 0 0 0 0 yl 12C-0sw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 G 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 1q/ 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 l-gyp` 4B5 -21v 0.340 a 8.87 11.04 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0, 0 VII 13A -flocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D -v 0.340 w 8.87 16.94 0 0 0 0 0 0 0 0 4A5.2ov 0 340 w 8.87 21.31 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 21.31 0 0 0 0 0 0 0 0 P 12C4sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 98 98 81 171 25 25 20 43 F I9A-0bscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 52 52 23 16 0 0 0 0 F 22A-Ipm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 I 1 6 c) AED excursion 17 4 Envelope loss/gain 104 171 20 39 12 a) Inlillration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 61013) 104 171 20 39 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 16 30 14 Subtotal 104 171 36 70 151 Dud bads 19% 261/6 20 45 190/0 261/6 7 18 Total room bad 124 216 43 88 Air required (cfm) 0 11I Iof 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- Right-SuileO Universal 2017 17.0 23 RSU16877 2017 -May -18 15:19 04 i1Gk ...Lot 253 Birch RHG - E\Lot 253 Birch RHG - E.rup Calc - MJ8 Building faces: E Page 5 wrightsoft- Right -J® Worksheet Job: Lot 253 Birch RHG - E Entire House Date: 05/18/2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone, (407) 629 - 6920 Fax: (407) 629. 9307 Web: www OneStopCooling.com License: CAC032444 1 Room name BEDS 2 Exposed wall 0 It 10.5 It 3 Room height t 8.0 It heal/cool 8.0 it heal/cool 4 Room dimensions 35 x 3.5 It 1.0 x 162.5 It 5 Room area 12.3 fit 162.5 fit Ty Construction U -value Or HTM Area (Itt) Load Area (Il2) Load number Bluh/ilt-•F) Bluh/llt) or perimeter (11) Btuh) or perimeter (Il) Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-0sw 0.091n 2.38 2.41 0 0 0 0 0 0 0 0 yl 12C-0sw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 4B5 -21v 0.340 a 8.87 11.04 0 0 0 0 0 0 0 0 11DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 5 2.38 2.41 0 0 0 0 0 0 0 0 v 12C-0sw 0.091 w 2.38 241 0 0 0 0 84 54 128 130 I --C 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 C 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 30 0 266 944 13A-40cs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D -v 0.340 w 8.87 16.94 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 21.31 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 21.31 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 12 12 10 22 163 163 136 286 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 t 6 c) AED excursion 2 345 Envelope loss/gwn 10 20 530 1704 12 a) Infiltration 0 0 490 180 b) Room ventilation 0 0 0 0 13 Irdemal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 10 20 1020 2114 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 10 20 18 35 14 Subtotal 0 0 1038 2148 15 Duct loads t 1191/6 26% 0 0 19% 269/6 194 564 Total room bad 0 0 1233 2712 Air required (cfm) 0 0 1 0 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AG - 44- wriighttsoTt- Ri19.04 ght-Suite® Universal 2017 17 0.23 RSU16877 2017 -May -18 1 Page 6 Lot 253 Birch RHG - E\Lol 253 Birch RHG - E.rup Calc - MJ8 Building laces. E wrightsoft, Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 253 Birch RHG - E Date: 05/18/2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629. 9307 Web: www.OneStopCooling.com License. CAC032444 1 Room name I BTH2 BED2 2 Exposed wall 0 It 11.0 It 3 Room height 8.0 ' 11 heat/cod 8.0 It heal/cool 4 Room dimensons 11.0 x 5.5 It 11.0 x 16.5 it 5 Room area 60.5 ft2 181.5 IV Ty Construction U -value Or HTM Area (W) Load Area (ft) Load number BtuNttz•F) Bluh/1I2) or penmeter (It) Btuh) or penmeter (It) Bluh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 W 12C-Osw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 Y-6 12C -05w 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 Y -C 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 ILZ 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 4B5 -21v 0.340 a 8.87 11.04 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 2.38 2.41 0 0 0 0 88 58 138 140 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 15 0 133 472 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 15 0 133 472 vy 13A-4ors 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 101)-v 0.340 w 8.87 16.94 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 21.31 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 21.31 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16830ad 0.032 0.84 1.76 61 61 51 106 182 182 152 319 F 19A-Obscp 0.295 2.89 2 04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 r 30.80 0.00 0 0 0 0 0 0 0 0 r 1 1 1 6 c) AED excursion 10 340 Envelope losstgain 51 97 556 1742 12 a) Infiltration 0 0 513 188 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Sublotal (lines 6 to 13) 1 51 97 1069 2161 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 15 28 8 15 14 Subtotal 65 125 1077 2176 15 Duct bads 19% 26% 12 33 19% 261/9 201 571 Total room bad 77 1581278 2747 Air required (cim) 0 8 0 145 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoTt- Right -Suite® Universal 2017 17 0 23 RSU16877 2017 -May -18 15:1904 Loi 253 Birch RHG - Mot 253 Birch RHG - E nip Calc - MJ8 Building faces. E Page 7 wrightsoft Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 253 Birch RHG - E Date: 05/18/2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web* www.0neStopCooling.com License. CAC032444 1 Room name STR2 FOY 2 Exposed wall 0 It 5.5 It 3 Room height 8.0 It heat/cool 9.3 It heat/cool 4 Room dimensions 4.0 x 15.5 It 1.0 x 78.3 it 5 Room area 62.0 f12 78.3 112 Ty Construction U -value Or HTM Area (112) Load Area (112) Load number Btuh/II2-•F) Btuh/it) or perimeter (11) Btuh) or perimeter (It) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cod 6 W 12C-0sw 0.091 n 2.38 241 0 0 0 0 0 0 0 0 y/ 12C-0sw 0.091 a 2.38 241 0 0 0 0 0 0 0 0 I --G 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 13AAocs 0.143 a 3.73 2.90 0 0 0 0 51 30 113 87 11 4B5 21v 0.340 a 8.87 11.04 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 21 21 214 258 W 12C-0sw 0.091 s 2.38 241 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 1--C 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 CGG 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 VN 1 0.143 w 3.73 290 0 0 0 0 0 0 0 0 10D'v0D•v 0.340 w 8.87 1694 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 21.31 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 21.31 0 0 0 0 0 0 0 0 P 1210-0sw 0.091 2.38 1.51 0 0 0 0 181 181 431 273 C 16B-30ad 0.032 0.84 176 62 62 52 109 0 0 0 0 F 19A-0bscp 0.295 2.89 204 2 2 6 4 0 0 0 0 F 19C•19cscp 0 049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 l t 30.80 0.00 0 0 0 0 78 6 169 0 6 c) AED excursion 10 65 Envelope losstgain 58 103 926 553 12 r a) Infiltration l 0 0 298 109 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other' 0 1 0 r Subtotal (fines 610 13) 58 103 1225 662 Less external bad 0 0 0 0 Less transfer0 0 0 0 Radistnbution 58 103 1225 W 14 Subtotal 0 0 0 0 15 Duct loads 19 0 26°/6 0 0 19% 28% 0 0 Total room load 0 0 0 0 Air required (cim) 0 0 1 1 0 0 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. wrightsoft- Right -Suite® Universal 2017 17.0.23 RSU16577 2017 -May -18 15P.1a9ge08 Lot 253 Birch RHO - E\Lol 253 Birch RHO - E rup Calc - MJ8 Building faces E wrightsoft- Right -M Worksheet Entire House One Stop Cooling and Heating Job: Lot 253 Bich RHG - E Date: 05/18/2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web. www OneSlopCooling.com License- CAC032444 1 Room name 2 Exposed wall 0 1t 3 Room height 8.0 it heal/cool 4 Room dimensions 1.0 x 128.8 1l 5 Room area 128.8 Its Ty Construction U -value Or HTM Area (Itz) Load Area Load number BtuWl12-•F) BluWltq or perimeter (It) Btuh) or perimeter Heal I Cod Gross WP/S Heat Cool Gross WP/S Heat Cod 6 W 12C-Osw 0.091 n 2.38 2.41 0 0 0 0 Y-6 12C-0sw 0.091 a 2.38 2.41 0 0 0 0 Y -C 4A5.2ov 0.340 a 8.87 3145 0 0 0 0 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 11 4B5 -21v 0.340 a 8.87 11.04 0 0 0 0 11 DO D.390 a 10.18 1227 0 0 0 0 W 12C-0sw 0.091 s 2.38 2.41 0 0 0 0 V)/ 12C-0sw 0.091 w 2.38 241 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 Lam_(( 4A5.2ov 0 340 w 8.87 31.45 0 0 0 0 VII 1 0.143 w 3.73 2.90 0 0 0 0 F- CCC 10D-vpD-v 0.340 w 8.87 1694 0 0 0 0 4A5.2ov 0.340 w 8.87 21.31 0 0 0 0 4A5-2ov 0.340 w 8.87 21.31 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 C 16B-30ad 0.082 084 1.76 129 129 108 226 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 F 22A-tpm 1.180 I 30.80 0.00 0 0 0 0 t 1 t 6 c) AED excursion 20 Envelope loss/gain 108 206 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appiances/other 0 Subtotal (lines 6 to 13) 108 206 Less external load 0 0 Less transfer 0 0 Redistribution 108 206 14 Subtotal 0 0 15 Duct bads 1 19% 28% 0 0 Total room bad 0 0 Air required (cfm) 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t 41-wrfightsafV 2017 -May -1815.19:04 Right -Suite® Universal 2017 17.0 23 RSU16877 Page 9 Lot 253 Birch RHG - E\Loi 253 Birch RHG - E.rup Calc . MJ8 Building faces, E Duct System Summa Job: Lot 253 Birch RHG - E wrightsofte y Date: 05/18/2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407)629-9307 Web. www OneStopCooling.com License. CAC032444 For: Taylor Morrison Sanford, FL Heating Cooling External static pressure I a50 in H2O 0.50 in H2O Pressure losses 0.16 in H2O 0.16 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.201 irV100ft 0.201 in/100ft Actual air flow 0 Cfm 1000 cfm Total effective length (TEL) 169 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mall Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 2747 0 145 0.297 7.0 Ox 0 VIFx 19.4 95.0 st1 BED3 c 2712 0 143 0.290 7.0 Ox 0 VIFx 17.3 100.0 st1 BTI -12 c 158 0 8 0.296 4.0 0x0 VIFx 14.9 100.0 st1 FAM c 2230 0 118 0.209 6.0 Ox 0 VIFx 47.8 115.0 st4 FAM -A c 2230 1 0 118 0.213 6.0 Ox 0 VIFx 44.3 115.0 st4 KIT c 1949 0 103 0.216 6.0 Ox 0 VIFx 37.5 120.0 st4 LAUN , c 727 I 0 38 0.291 4.0 Ox 0 VIFx 16.7 100.0 st1 MBED c 2463 0 130 0.303 7.0 Ox 0 VIFx 17.3 95.0 s12 MBED-A c 2463 0 130 0.288 6.0 Ox 0 VIFx 28.0 90.0 st2 MBTH c 216 0 11 0.312 4.0 Ox 0 VIFx 19.0 90.0 st2 MTOI c 88 0 5 0.292 4.0 Ox 0 VIFx 21.3 95.0 st2 MWIC c 198 0 10 0.319 4.0 Ox 0 VIFx 16.6 90.0 st2 PWDR c 756 0 40 0.201 4.0 Ox 0 VIFx 49.0 120.0 st4 Supply Trunk Detail Table Bold/Italic values have been manually overridden wrightSofIV R,ghl-Suite® Universal 2017 17.0.23 RSU16877 ACM ...Lot 253 Birch RHG - E\Lot 253 Birch RHG - E.rup Calc . M.18 Budding laces. E 2017 -May -18 15 19 05 Page 1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk W Peak AVF 0 287 0.288 649 9.0 0 x 0 VinlFlx st4 Peak AVF 0 378 0.201 694 10.0 0 x 0 VinlFlx st3 st3 Peak AVF 0 378 0.201 694 10.0 0 x 0 VinlFlx st1 Peak AVF 0 335 0.290 758 9.0 0 x 0 VinlFlx Bold/Italic values have been manually overridden wrightSofIV R,ghl-Suite® Universal 2017 17.0.23 RSU16877 ACM ...Lot 253 Birch RHG - E\Lot 253 Birch RHG - E.rup Calc . M.18 Budding laces. E 2017 -May -18 15 19 05 Page 1 Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mat[ Trunk rb1 Ox 0 0 1000 0 0 0 0 Ox 0 VIFx f 2017 -May -18 15.19.05 A+ wrightsoft Righl-Suile® Universal 2017 17.0 23 RSU16877 Page 2 Lot 253 Birch RHG - E\Lot 253 Birch RHG - E rup Calc . W8 Budding faces- E Static Pressure and Friction Rate Job: Lot 253 Birch RHG - E wrightsoft` Date: 05/18/2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web www.OneStopCooling corn License CAC032444 For: Taylor Morrison Sanford, FL Available static pressure Heating Cooling iN100ft) in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses ft) ft) Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 iN100ft) Total• 0.201 > 0.18 Return Ducts 0.201 > 0.18 Supply Return f ft) ft) Measured length of run -out 17 0 Measured length of trunk 32 0 Equivalent length of fittings 120 0 Total length ' 169 0 Total effective length 169 Heating Cooling iN100ft) iN100ft) Supply Ducts 0.201 > 0.18 0.201 > 0.18 Return Ducts 0.201 > 0.18 0.201 > 0.18 Supply 4X=35, 11A=20, 11G=5, 11G=5, 111=10, 111=10, 1A=35: Tota)EL=120 Return TotalEL=0 I wri htsofC 2017 -May -1815:19.05 4%,. 9 Right-SuileO Universal 2017 17.0.23 RSU16877 Page 1 A ...Lot 253 Birch RHO - E\Lol 253 Birch RHO - E.rup Calc . MJ8 Building faces E 1 I i I Leven ' I I IANAJ 1N ncJ I c 10X70.2W j - , ' 10X10.2W 118dm Vis'; 118dm 6" FB81 8• ,i' g - 1 10x6 "N I 3 AO 10x6/ 10" I40cfm It f"7 30AFIAE Sup Riser \ , y 10" EF7 = 50n I n EF3 =110 CFM Fan AC FADSBYGC ON SIZE EFL1 = 50 CFM Fan 4TX400' EFL2 = 80 CFM Fan 38. SEFARATK)N EFL3 =110 CFM Fan 1 6.OFF WALL VTR = Vent to Root 4 REFRGLUJECHASES VTW = Vent to Wall pC DV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate— . — T = Thermostat 10 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Fold Built Box w020upapdoIp I aMnsuPL0L, asi 'WiWd APAM Bmp napmow MoADOIPRS SILL uo-mjqk1 zdbd Buneal-I pus Bulloal dolS euOaol OW"Aq pmuolad OL: LAMS 3 - OHM 4oj1e CSL 1oj:#goP t xoe 11!ne play - 893 I x0e ualonpaa aBn?1= gyl xoe uoipnpay IIeWS - 9US aas L lelsouLa4 L 1 lesuapuoD - IaseyDlassull = luaA 06uey - AU IuaA JabO _ /O IRM 01 1U8 - AUA 100a 011ueA = Uj.A us.[ WW 0 L L - C133 ue3 VW 08 - TU3 ue3 yyAO OS - L133 Ue3Wd'J0LL-CA uej VW OS - 233 uej WW 05 - LA OXOLf I 1 u z ms gx gMNE112 .OL ``• I' f I I i; /; + fLx 1_ l i f 1xe` "M 1•C: {ZL f f a4 :WI OL II r Lx11_ 'j Bb!1H Pro crwu/ it :OM11Ekf2-- cult -. ti _I _I ;'9Lx1L(IWPO If rvn ll j 1 6 . — Leas _ I oj Blot- ZL n :- a Pot y OL rOL I k 1 BED1100n S BEDLSOOW 3 I ) to I f f a Ilial RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 254 Redwood LHG - E Builder Name: One Stop Cooling and HeatingUSANFORDStreet: ' Permit Office: Seminole 9W. City, State, Zip: Sanford , L , - Permit Number:# 1 7 - 1 7.3Owner: Taylor Morrison Jurisdiction: 691000DesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (1062.7 sgft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13.0 400.00 ft2 b. Frame - Wood, Adjacent R=11.0 345.33 ftz 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=4.1 317.33 ft2 4. Number of Bedrooms 3 d. N/A R= ftz 5. Is this a worst case? No 10. Ceiling Types (1160.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1160.00 ft2 6. Conditioned floor area above grade (W) 1957 b. N/A R= ft2 Conditioned floor area below grade (112) 0 c. N/A R= ft2 11. Ducts R ftz 7. Windows(173.4 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 391.4 a. U -Factor: Dbl, U=0.34 165.37112 SHGC: SHGC=0.32 b. U -Factor: Dbl, U=0.31 8.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.34 a. Central Unit 30.0 SEER:15.00 c. U -Factor: N/A f12 SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A 1 ft2 a. Electric Heat Pump 26.4 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 2.237 ft. Area Weighted Average SHGC: 0.321 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1957.0 sgft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 907.00 ft29 b. Conservation features b. Floor Over Other Space R=0.0 797.00 ft2 None c. other (see details) R= 253.00 ftz 15. Credits Pstat Total Proposed Modified Loads: 46.50 Area: 0.089 PASSGlass/Floor I Total Baseline Loads: 47.28 I hereby certify that the plans and specifications covered by Review of the plans and 14E ST,q?, this calculation are in compliance with the Florida Energy specifications covered by this Code.tDigitallysignedbyBojan compliancecalculationindicatescompance nBojanPaukovicPauk-ic with the Florida Energy Code. rr,,,, acs-•., ._. PREPARED BY: Datr2017051815.4731-04.00' DATE: Before construction is completed this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COD WE'i OWNER/ BUILDING OFFICIAL: DATE: - DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 5/18/2017 3:46 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 5/18/2017 3:46 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: Lot 254 Redwood LHG - E Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 1957 Lot # 254 Owner: Taylor Morrison Total Stories: 2 Block/SubDivision: Thombrooke TH of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 0 Street: Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -family FL, New/Existing: New (From Plans) Comment: CLIMATE 11 IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL—ORLANDO INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1957 16835.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1slFloor 907 8435.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1050 8400 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ---- -_-- 253 1112 11 0.29 0 0.71 2SIab-On-Grade Edge Insulatio 1st Floor 34 it 0 9071112 0.29 0 0.71 3 Floor Over Other Space 2nd Floor ---- ---- 797 ft2 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1297112 0 1112 Dark 0.6 N 0.6 No 0 26.6 ATTIC V Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 t 116011112 N N 5/18/2017 3:46 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 5/18/2017 3:46 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 1160 ftz 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below 1C _#_Om1-Tn____.Yall_7ype Space R Value -Et n Ft -In-----Area R--Value-F-raction-Absor -Grade°lo 1 N Exterior Frame - Wood 2nd Floor 13 7 0 8 0 56.0 ftz 0 0.25 0.6 0 2 N Exterior Concrete Block - Int Insul 1 st Floor 4.1 3 0 9 4 28.0 ftz 0 0 0.6 0 3 E Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ftz 0 0.25 0.6 0 4 E Exterior Concrete Block - Int Insul 1st Floor 4.1 9 6 9 4 88.7 ftz 0 0 0.6 0 5 W Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ftz 0 0.25 0.6 0 6 W Exterior Concrete Block - Int Insul 1st Floor 4.1 21 6 9 4 200.7 ftz 0 0 0.6 0 7 Garage Frame - Wood tst Floor 11 37 0 9 4 345.3 ftz 0 0.25 0.6 0 DOORS Omt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 i E Insulated 1 st Floor None 4 3 8 24 ftz 2 Wood t 1st Floor None 46 2 8 6 8 17.8 ftz J WINDOWS Orientation shown is the entered, Proposed orientation. Wall I Overhang Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 e 3 Vinyl Low -E Double Yes 0.34 0.32 30.0 ftz 1 ft 0 in 2 ft 0 in Drapes/blinds None 2 e 3 Vinyl Low -E Double Yes 0.34 0.32 15.4 ftz 1 ft 0 in 2 ft 0 in Drapes/blinds None 3 e 4 Vinyl Low -E Double Yes 0.34 0.32 4.0 ftz 1 ft 0 in 11 ft 0 in Drapes/blinds None 4 wi , 5 Vinyl Low -E Double Yes 0.34 0.32 14.6 ftz 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 w, 5 Vinyl Low -E Double Yes 0.34 0.32 30.0 ftz 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 W 5 Vinyl Low -E Double Yes 0.31 01.34 8.0 ftz 1 ft 0 in 2 ft 0 in Drapes/blinds None 7 W. 6 Vinyl Low -E Double Yes 0.34 0.32 17.9 ftz 13 ft 0 in 2 ft 7 in Drapes/blinds None 8 w 6 Vinyl Low -E Double Yes 0.34 0.32 17.5 ftz 1 ft 0 in 11 ft 0 in Drapes/blinds None 9 W 6 Vinyl Low -E Double Yes 0.34 0.32 36.0 ftz 1 ft 0 in 11 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 253 ftz 253 ftz 64 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000273 1402.9 77.02 144.85 2456 5 5/18/2017 3:46 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 5/18/2017 3:46 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 26.4 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit Split SEER: 15 30 kBtu/hr 900 ctm 0.75 Block 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ftz DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R -Value Area Location Area Leakage Type Handler TOT • OUT ON RLF Heat Cool 1 Attic 6 391.4 ft Attic 97.85 ft Prop. Leak Free 2nd Floor ctm 58.7 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[ Heatin[ Jan f Feb Mar Jan [X Feb Mar Apr r Apr [ Ma Jun Jul May f Jun 4 Jul AufAuf Se Sep WOctOct NovWNov DecHDec Venting[ Jan [ ]Feb Mar Apr [ May [ Jun [ Jul Aug l Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 i PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/18/2017 3:46 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: r 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; , 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cim (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0 R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in teiting below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: , 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 1 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handier is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. Duct testing is not mandatory for buildings complying by Section R405 of this code. 5/18/2017 3:46 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 . . 1 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 0 R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 1051F (41 •C) or below 55•F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. 0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily, accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. 0 R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Ya inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 0 R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140•F (380C to 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. p R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. 0 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 5/18/2017 3:46 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains it the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. . Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. O R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. p R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable,of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. O R403.9 Swimming pools, Inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: , 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. O RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights O R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY: Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 5/18/2017 3:46 PM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. Sanford, FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Windows" Description a. U -Factor: Dbl, U=0.34 SHGC: SHGC=0.32 b. U -Factor: Dbl, U=0.31 SHGC: SHGC=0.34 c. U -Factor: N/A SHGC: d. U -Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. other (see details) New (From Plans) 9. Wall Types Insulation Area Multi -family a. Frame - Wood, Exterior R=13.0 400.00 ft2 b. Frame - Wood, Adjacent R=11.0 345.33 ft 1 c. Concrete Block - Int Insul, Exterior R=4.1 317.33112 3 d. N/A R= f12 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1160.00 ft2 1957 b. N/A R= ft2 c. N/A R. ft2 Area 11. Ducts R ft2 165.37 ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 391.4 8.00 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 30.0 SEER:15.00 ft2 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 26.4 HSPF:9.00 2.237 ft. 0.321 Insulation Area 14. Hot water systems Cap: 50 gallons R=0.0 907.00 ft2 a. Electric EF: 0.9 R=0.0 797.00 112 b. Conservation features R= 253.00 ft2 None 15. Credits Pstat I i I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: fP Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/18/2017 3:46 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 254 Redwood LHG - E Builder Name: One Stop Cooling and Heating Street: Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 5/18/2017 3:46 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 wrightsofts Project Summary Entire House One Stop Cooling and Heating Job: Lot 254 Redwood LHG - E Date: 05-18-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web www.OneStopCooling corn License: CAC032444 For: Taylor Morrison Sanford, FI Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF, Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure , 9678 Btuh Structure 15515 Btuh Ducts 1936 Btuh Ducts 3986 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) ' none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 11614 Btuh Use manufacturer's data n r Rate/swing multiplier Equipmenrsensible load 0.97 18994 BtuhInfiltration Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2921 Btuh Ducts 807 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling(none) Area (ft2 1957 1957 Equipment latent load 3729 Btuh Volume ()ft3) 16761 16761 Air changes/hour 0.43 0.23 Equipment Total Load (Sen+Lat) 22722 Btuh Equiv. AVF (cfm) 120 64 Req. total capacity at 0.75 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-030-230-,19 Cond 14HPX-030-230-19 AHRI ref 7044384 Coil CBX27UH-030-230'++TDR AHRI ref 7044384 Efficiency 9 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 22500 Btuh Heating output 26400 Btuh @ 47°F Latent cooling 7500 Btuh Temperature rise 0 OF Total cooling 30000 Btuh Actual air flow 0 cfm Actual air flow 1000 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 20 OF Backup: Input = 0 kW, Output = 0 Btuh, 100 AFUE Bold/Italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2017 -May -181541:04 yy 9 Right-Suke® Universal 2017 17.0.23 RSU16877 Page 1 P• ...254 Redwood LHG - EtLot 254 Redwood LHG - E rup Calc . MJ8 Building faces: E wrightsoft- t Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 254 Redwood LHG - E Date: 05-18-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web www OneStopCoolmg com License: CAC032444 1 Room name Entire House PWDR 2 Exposed wall 84.0 1t 6.5 It 3 Room height 8.6 1t d 9.3 it heat/cool 4 Room dimensions 4.0 x 8.0 it 5 Room area 1956.8 112 32.0 ft2 Ty tion U -value Or HTM Area (ft,) Load Area (112) Load number Btuh/ftz•F) Btuh/1t2) or perimeter (1t) Btuh) or perimeter (it) Bluh) Heat Cod Gross fWP/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-0sw 0.091 n 2.38 2.41 56 56 133 135 0 0 0 0 W 13A-4ocs 0.143 n 3.73 2.90 28 28 104 81 28 28 104 81 12C-0sw 0.091 a 2.38 2.41 172 127 301 305 0 0 0 0 4A5-2ov 0.340 a 8.87 31.45 30 0 266 944 0 0 0 0 11 4A5-2ov 0.340 e 887 31.45 15 0- 137 485 0 0 0 0 13AAocs 0.143 a 3.73 2.90 88 60 225 175 33 29 107 83 4A5-2ov 0.340 a 8.87 31.45 4 0 35 126 4 0 35 126 11130 0.390 a 10.18 12.27 24 24 244 294 0 0 0 0 12C-0sw 0.091 w 2.38 2.41 172 119 284 287 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 15 0 129 459 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 30 0 266 944 0 0 0 0 4B5-2fv 0.310 w 8.09 32.48 8 0 65 260 0 0 0 0 Vh13AAocs 0.143 w 3.73 2.90 200 129 480 372 0 0 0 0 10D -v 0.340 w 8.87 7.73 18 18 159 138 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 18 0 155 550 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 36 0 319 1132 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 344 344 817 518 116 116 276 175 C 16B-30ad 0.032 0.84 1.76 1116 1116 932 1962 11 11 9 18 F 19A-0bscp 0.295 2.89 2.04 11 11 31 22 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 254 254 112 79 0 0 0 0 F 22A-tpm r 1.180 30.80 0.00 852 34 1047 0 32 7 200 0 6 c) AED excursion 1311 13 Envelope loss/gain 6243 10579 731 470 12 a) Infillration 3436 1295 290 109 b) Room ventilation 0 0 0 0 13 1ntemal gags. Occupants @ 230 4 920 0 0 Appliances/other 2720 10 Subtotal (lines 6 to 13) 9678 15515 1021 59D Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 Ml 202 14 Subtotal 78 15515 1389 792 15 Duct bads 20% 2690 1936 3986 20% 2690uired 278 203 Total room bad 11614 19501 1667 9% Air req(cfm) 0 1000 0 51 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsolFt- 2017-May-18 15 41.04 ^ c Right -Suite® Universal 2017 17.0.23 RSU16877 Page 1 254 Redwood LHG - E\Lot 254 Redwood LHG - E.rup Calc = MJ8 Building faces. E wrightsoft• Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 254 Redwood LHG - E Date: 05-18-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone- (407) 629 - 6920 Fax (407) 629 - 9307 Web' www OneSlopCooling.com License: CAC032444 1 Room name KIT FAM 2 Exposed wall 0 1t 17.5 11 3 Room height 9.3 it heat/Cool 9.3 it heaticool 4 Room dmensions 1.0 x 293.5 If 1.0 x 347.8 11 5 Room area 293.5 ft° 347.8 IV Ty Construction U -value Or HTM Area (fit) Load Area (ft2) Load number Btuhtl[ILIF) Btuh/fl or perimeter (ft) Btuh) or perimeter (11) Btuh) Heat I Cod Gross N/P/S Heat Cool Gross WP/S Heat Cod 1 6 W 12C•Osw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 W 13A4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 1 14A5.2ov 12C-Osw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 VN 13A -flocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 4 1 12C-0sw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 F`- CCC 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5 -21v 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 Vh13A•4ocs 0.143 w 3.73 2.90 0 0 0 0 163 91 341 265 10D -v 0.340 w 8.87 7.73 0 0 0 0 18 18 159 138 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 18 0 155 550 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 36 0 319 1132 P 12C-Osw 0.091 2.38 1.51 65 65- 155 98 0 0 0 0 C 1613-30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A-Obscp 0.295 2.89 204 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 294 0 0 0 348 18 539 0 1 1 1 1 1 6 c) AED excursion 122 992 Envelope bss/gain 155 24 1513 3078 12 a) Infiltration 0 0 781 294 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 0 Subtotal (limas 6 to 13) 155 1176 2294 3372 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 735 404 440 159 14 Subtotal 890 1581 2735 3531 15 Duct bads 20°e 28% 178 406 20'/0 26°k 547 907 Total mom bad 1068 1987 3282 4438 Air required (cfm) 0 102 0 228 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoTV Right-Suile® Universal 2017 17.0 23 RSU16877 2017 -May -18 15.41:04 254 Redwood LHG - E\Lot 254 Redwood LHG - E.rup Calc = MJB Building faces E Page 2 wrightsoR- Right -J® Worksheet Job: Lot 254 Redwood LHG - E Entire House Date: 05-18-2017 One Stop Cooling and Heating By: XFlMClBP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web www.OneSiopCooling.com License: CAC032444 1 Room name STRI MBED 2 Exposed wall 4.0 It 17.5 If 3 Room height 9.3 It heal/cod 8.0 II heal/cool 4 Room dimensitm 4.0 x 12.5 It 17.5 x 14.5 11 5 Room area 50.0 1? 253.8 II= Ty Construction U -value Or HTM Area (112) Load Area (I12) Load Btuh/ft;•F) Bluh/fl or perimeter (ft) Btuh) or perimeter (fl) Btuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W 12C-0sw 0.091 n 238 241 0 0 0 0 0 0 0 0 W 13A•4ocs 0.143 n 373 2.90 0 0 0 0 0 0 0 0 12C-0sw 0 091 a 2.38 241 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 y/ 13A-4ocs 0.143 a 3.73 290 0 0 0 0 0 0 0 0 GD 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 II 11DO 0.390 a 10.18 1227 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 2.38 241 0 0 0 0 140 95 227 230 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 15 0 129 459 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 30 0 266 944 4135.21v 0.310 w 8.09 3248 0 0 0 0 0 0 0 0 13AAocs 0.143 w 3.73 2.90 37 37 139 108 0 0 0 0 10D -v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.002 0.84 1.76 0 0 0 0 254 254 212 446 F ISA-0bscp 0.295 2.89 204 0 0 0 0 9 9 25 18 F 19C-190scp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 50 4 123 0 0 0 0 0 r i 6 c) AED excursion 16 480 Envelope loss/gain 262 91 859 2576 12 a) Infiltration 178 67 672 253 b) Room ventilation 0 0 0 0 13 Irltemal gains: Occupants @ 230 0 0 2 460 Appliances/other 0 0 Subtotal (lines 6 to 13) 440 159 1531 3290 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution A40 159 351 664 14 Subtotal 0 0 1882 3954 15 Duct loads r 120% 26'/0 0 0 20% 26% 376 1016 Total room bad 00 2258 4970 Air required (clm) t 0 0 0 255 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41- wrightsaft-2017-May-18 15:4104 c Right-Right2017 17 0 23 RSU16877 Page 3 254 Redwood LHG - E\Lot 254 Redwood LHG - E rup Calc . MJ8 Budding faces: E wrightsott* Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 254 Redwood LHG - E Date: 05-18-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web www.OneSlopCooling com License: CAC032444 1 Room name MW IC LAUN 2 Exposed wall 0 it 0 It 3 Room height 8.0 it heat/cool 8.0 It heat/cool 4 Room dimensions i 8.5 x 7.5 it 6.0 x 7.0 It 5 Room area 63.8 it2 42.0 112 Ty Construction U -value Or HTM Area (W) Load Area (11 Load number Bluhltl2-*F) BluWft2) or perimeter (It) Btuh) or perimeter (fl) Btuh) He.% Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 H/ 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 L_Gp 11 DO 0.390 a10.18 12.27 0 0 0 0 0 0 0 0 V! 12C-0sw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5 -21Y 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 VhIOD s 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 vIOD -v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 64 64 53 112 42 42 35 74 F I9A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 f I 61 c) AED excursion 11 54 Envelope loss/gwn 53 102 35 20 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 lnfemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 500 Subtotal (lines 6 to 13) 53 102 35 520 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redisinbutron 14 41 32 156 14 Subtotal 67 143 67 676 15 Duct bads 120% 26% 13 37 209/6 261/6 13 174 Total morn bad 80 179 80 850 Air required (clm) 1 0 9 0 44 I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrf)ghtsoft- Right-Suile® Universal 2017 17.0.23 RSU16877 2017 -May -15 15:41,04 4B 54 Redwood LHG - E\Lol 254 Redwood LHG - E.rup Calc - MJ8 Building faces, E wrightsoft- Right -J® Worksheet Job: Lot 254 Redwood LHG - E Entire House Date: 05-18-2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web- www.OneStopCooling.com License: CAC032444 1 Room name MBTH MTOI 2 Exposed wall 0 It 0 it 3 Room height 8.0 it heal/cool 8.0 It heat/cool 4 Room dimensions 1.0 x 105.5 ft 3.5 x 60 It 5 Room area , 105.5 112 21.0 ft2 Ty Construction U -value Or HTM Area (112) Load Area (112) Load number BtuNftZ°F) Bi fig or perimeter (ft) Bt h) or perimeter (11) Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-0sw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 n 373 2.90 0 0 0 0 0 0 0 0 12C-0sw 0 091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0- 0 0 0 0 Vy 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 1D 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 G 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 1--- GG 4B5 -21v 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 Vh1 s 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D-v0D-v 0.340 w 887 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 106 106 88 186 21 21 18 37 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C•19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 1 1 r 1 4 1 f 1 6 c) AED excursion 17 3 Envelope loss/gain 1 88 168 18 33 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 88 168 18 33 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 32 142 0 0 14 Subtotal 120 310 18 33 15 Duct bads 20% 26% 24 80 2016 28% 4 9 Total room load 144 389 21 42 Air required (clm) 0 20 0 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rVwrighttsvf!- 2017 -May -1815:41.04 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 5 254 Redwood LHG - E\Lot 254 Redwood LHG - E.rup Calc - M.18 Building faces: E wrightsoft* Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 254 Redwood LHG - E Date: 05-18-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 . 6920 Fax. (407) 629 - 9307 Web: www OneSlopCooling.com License: CAC032444 1 Room name BED3 2 Exposed wall 0 it 19.0 it 3 Room height 8.0 it heaVcool 80 It heat/cool 4 Room dimensions 3.0 x 5.5 It 1.0 x 151.0 It 5 Room area 16.5 It= 151.0 112 Ty Construction U -value Or HTM Area (W) Load Area (ft2) Load number Btuh/112•°F) Btuh/fl2) or perimeter (11) Btuh) or panmeler (It) Bluh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W 12C-0sw 0.091 n- 2.38 2.41 0 0 0 0 56 56 133 135 W 13A•4ocs 0.143 n 3.73 290 0 0 0 0 0 0 0 0 12C -05w 0.091 a 2.38 2.41 0 0 0 0 96 66 157 159 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 30 0 266 944 11 4A5.2ov 0.340 e 8 87 31.45 0 0 0 0 0 0 0 0 13A-4ocs 0.143 e 3 73 2.90 0 0 0 0 0 0 0 0 DT- 4A5.2ov 0.340 a 887 31.45 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 JE 22C-0sw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5 2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5 -21v 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D -v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 17 17 14 29 151 151 126 266 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscD 0.049 0.44 0.31 0 0 0 0 149 149 66 47 F 22A -fpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 1 6 c) AED excursion 3 136 Envelope loss/gain 14 26 748 1686 12 a) Infiltration 0 0 729 275 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 14 26 1477 2191 Less external load 0 0 0 0 Less transfer, 0 0 0 0 Relistribution 14 26 10 48 14 Sublolal 0 0 1487 2239 15 Duct loads 20 0 26% 0 0 20% 26% 297 575 Total room load 0 0 1785 2814 Air required (clm) 0 0 0 144 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsofFt' 2017 -May -18 15 41:04 P. Right-Suile® Universal 2017 17 0 23 RSU16877 Page 6 254 Redwood LHG- E\Lot 254 Redwood LHG - E.rup Calc . MJ8 Building faces: E wrightsoft- Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 254 Redwood LHG - E Date: 05-18-2017 By: XF[MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone. (407) 629. 6920 Fax (407) 629. 9307 Web: www.0neStopCooling.com License: CAC032444 1 Room name BTH2 BED2 2 Exposed wall 0 It 9.5 It 3 Room height 8.0 it heal/cod 8.0 1t heal/cool 4 Room dimensions 6.0 x 5.5 It 1.0 x 158.5 It 5 Room area 33.0 itz 158.5 112 Ty Construction U•value Or HTM Area (fig Load Area (It) Load number Btul1/It;°F) Btuh/ftq or perimeter (It) Btuh) or perimeter (It) Btuh) Heal Cod Gross N/P/S Heat Cod Gross NIP/S Heat Cool 6 W 12C-Osw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 1213-0sw 0.091 a 2.38 2.41 0 0 0 0 76 61 144 146 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 15 0 137 485 Vy 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2ov 0.340 e 8 87 31.45 0 0 0 0 0 0 0 0 11 DO 0 390 a 10.18 12.27 0 0 0 0 0 0 0 0 V)I 12C-0sw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4BS-21v 0.310 w 8.09 32.48 0 0 0 0- 0 0 0 0 s 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D -v10D -v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 3145 0 0 0 0 0 0 0 0 P 12C-Osw 0 091 2.38 151 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 176 33 33 28 58 159 159 132 279 F 19A-0bscp 0.295 2.89 2 04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0 44 0.31 33 33 15 10 26 26 12 8 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 t 1 1 t t 6 c) AED excursion 6 49 Envelope losstgain 42 62 425 966 12 a) Infiltration j 0 0 365 137 b) Room ventilation 0 0 0 0 13 Internal gams: Occupants @ 230 0 0 1 230 Appbances/olher 10 0 Subtotal (lines 6 to 13) 42 62 789 1334 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 13 66 27 132 14 Subtotal 56 128 816 1466 15 Duct bads 1 20% 260 11 33 20% 26%1 163 377 TOW room bad 67 161 979 1843 Air required (clm) 0 8 0 94 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- Right -Suite® Universal 2017 17.0 23 RSU16877 2017 -May -18 15P4411 04 254 Redwood LHG - E\Lot 254 Redwood LHG - E rup Calc = MJ8 Building faces E wrightsoft Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 254 Redwood LHG - E Date: 05-18-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone, (407) 629 • 6920 Fax (407) 629. 9307 Web www OneSlopCoolrng.com License CAC032444 1 Room name STR2 FOY 2 Exposed wall 4.0 it 6.0 It 3 Room height 8.0 It heal/cool 9.3 It heat/cool 4 Room dimensions 4.0 x 16.5 If 1.0 x 110.0 it 5 Room area 66.0 ftz 110.0 It? Ty Construction U•value Or HTM Area (Ilz) Load Area (It) Load number BluMftZ•F) Btuh/112) or penmeler (II) Btuh) or penmeter (It) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 y/ 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 56 32 119 92 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11DO 0.390 a 10.18 12.27 0 0 0 0 24 24 244 294 12C-Osw 0.091 w 2.38. 2.41 32 24 57 58 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5.21v 0.310 w 8.09 32.48 8 0 65 260 0 0 0 0 V i13A flocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D -v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 121 121 287 182 C 16B•30ad 0.032 0.84 1.76 66 66 55 116 0 0 0 0 F 19A-Obscp 0.295 2.89 2.04 2 2 6 4 0 0 0 0 F 19C•19csco 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A•tpm 1.180 30.80 0.00 0 0 0 0 110 6 185 0 1 6 c) AED excursion 96 63 Envelope loss/gain 183 534 835 506 12 a) Infiltration 154 58 268 101 b) Roomventilationtilatron 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Sublotal (lines.6 to 13) 336 5921 1103 607 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstnbution 336 592 1103 607 14 Subtotal 0 0 0 0 15 Duct loads 20% 26% 0 0 ZO% 26% 0 0 Total room bad 0 0 1 0 0 Air required (clm) 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017 -May -18 1541 04 K r Rrghl•Suite® Universal 2017 17.0.23 RSU16877 Page 8 254 Redwood LHG - E\Lot 254 Redwood LHG - E.rup Cak - MJS Building faces: E wrightsoftt Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 254 Redwood LHG - E Date: 05-18-2017 By: XF/MC/BP 7225 Sandscove Courl, Winter Park, FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web. www OneSlopCooling.com License CAC032444 1 Room name PNTY T012 2 Exposed wall 0 It 0 It 3 Room height 9.3 It heal/cool 8.0 It heal/cool 4 Room dimensions 1.0 x 18.3 fl 6.0 x 6.5 1t 5 Room area 18.3 tlz 39.0 1t= Ty Construction U -value . Or HTM Area (I12) Load Area (It5 Load number Bluhlftk•F) Bluh/fl2) or perimeter (11) Btuh) or perimeter (11) Bluh) Heat Cool Gross WP/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-0sw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 Vj/ 12C-Osw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 Lam(( 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0tj13A-4ocs 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 Vh12C-Osw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4135.21v 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 Vh13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 11x1 -v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.36 1.51 42 42 99 63 0 0 0 0 C 168-30ad 0.032 0.84 1.76 0 0 0 0 39 39 33 69 F 19A-Obscp 0.295 2 89 2.04 0 0 0 0 0 0 0 0 F 19C-19tscD 0.049 0.44 0.31 0 0 0 0 12 12 5 4 F 22A-tpm 1.180 30.80 0.00 18 0 0 0 0 0 0 0 6 c) AED excursion 7 54 Envelope loss/gain , 99 56 38 19 12 a) Inlittralion 0 0 0 0 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 0 0 0 0 Appkances/other 10 500 Subtotal (lines 6 to 13) 99 66 38 519 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 16 78 14 Subtotal 99 66 54 597 15 Duct bads 20% 269/6 20 17 201Y. 28% 11 153 Total room bad 119 83 65 750 Air required (cim) 0 4 0 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W rights-ofY 2017 -May -18 15:41 04 IC c.. Right -Suite® Universal 2017 17 0.23 RSU76877 Page 9 254 Redwood LHG - E1Lol 254 Redwood LHG - E.rup Calc = MJ8 Building laces. E wrightsoft6 Right -J®. Worksheet Job: Lot 254 Redwood LHG - E Entire House Date: 05-18-2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax. (407) 629 - 9307 Web www OneStopCooling corn License CAC032444 1 Room namet 2 Exposed wall 0 it 3 Room height 8.0 ft heal/cool 4 Room dimensions 1.0 x 155.3 ft 5 Room area 155.3 112 Ty Constriction U -value Or HTM Area (I12) Load Area Load number Bluh/11;6F) BtuWlt2) or perimeter (ft) Btuh) or perimeter Heat Cod Gross N/P/S Heat Cod Gross WP/S Heat Cod 6 W 12C-0sw 0.091 n 2.38 2.41 0 0 0 0 W 13A•4ocs 0.143 n 3.73 2.90 0 0 0 0 12C-0sw 0.091 a 2.38 2.41 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 V I 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 1-GD 11 DO 0.390 a 10.18 1227 0 0 0 0 0.091 w 2.38 2.41 0 0 0 0 A5-2ov4A5.2w 0.340 w 8.87 31.45 0 0 0 0 FF- 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 4B5.21v 0.310 w 8.09 32.48 0 0 0 0 3A-4ocs 0.143 w 3.73 2.90 0 0 0 0N1 10D -v 0.340 w 8.87 7.73 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 155 155 130 273 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 F 19C-19csco 0.049 0.44 0.31 33 33 15 10 F 22A-tpm 1.180 I 30.80 0.00 0 0 0 0 I 6 c) AED excursion 74 Envelope losstgain 144 210 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains. Occupants @ 230 0 0 Appliances/other 500 Subtotal (lines 6 to 13) 144 710 Less external bad 0 0 Less iranster 0 0 Redistribution 144 710 14 Sublotal 0 0 15 Duct loads 20K 2696 0 0 Total room bad 0 0 Air required (cfm) 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- Right-Suile® Universal 2017 17 0 23 RSU16877 2017 -May -18 Page 0 254 Redwood LHG - E\Lot 254 Redwood LHG - E.rup Calc = MJ8 Building faces: E Duct System Summa Job: Lot 254 Redwood LHG - E wrightsoft` Date: 05-18-2017 Entire House By: XF/MC/BP I One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone (407)629-6920 Fax: (407) 629. 9307 Web: www OneStopCoolrng com license CAC032444 Project Information For: Taylor Morrison Sanford, FI External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating a50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.251 in/100ft 0 cfm Cooling a50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.251 in/100ft 1000 cfm 136 ft Supply Branch Detail Table Name Design Btuh) I Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mail Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 1843 0 94 0.327 6.0 Ox 0 VIFx 9.0 95.0 st1 BED3 1 c 2814 0 144 0.307 7.0 Ox 0 VIFx 15.6 95.0 st1 BTI -12 c 161 0 8 0.322 4.0 Ox 0 VIFx 10.5 95.0 st1 FAM 1 c 2219 0 114 0.270 6.0 Ox 0 VIFx 20.8 105.0 st2 FAM -A c 2219 0 114 0.251 6.0 Ox 0 VIFx 25.7 110.0 st2 KIT c 1987 0 102 0.303 6.0 Ox 0 VIFx 7.2 105.0 st2 LAUN c 850 0 44 0.305 4.0 Ox 0 VIFx 16.5 95.0 st1 MBED c 2485 0 127 0.278 7.0 Ox 0 VIFx 22.5 100.0 st3 MBED-A c 2485 0 127 0.280 7.0 Ox 0 VIFx 21.2 100.0 st3 MBTH c 389 0 20 0.288 4.0 Oxo VIFx 18.1 100.0 st3 MTOI c 42 0 2 0.275 4.0 Ox 0 VIFx 23.8 100.0 st3 Mwlc c 179 0 9 0.299 4.0 Ox 0 VIFx 13.7 100.0 st1 PNTY c 83 1 0 4 0.283 4.0 Ox 0 VIFx 15.3 105.0 st2 PwDR c 995 0 51 0.255 4.0 Ox 0 VIFx 23.2 110.0 st2 T012 c 750 0 38 0.313 4.0 Ox 0 VIFx 13.6 95.0 st1 Supply Trunk Detail Table Bold/Italic values have been manually overridden WC I1tSOfC 2017 -May -1815:41:05 Right -Suite® Universal 2017 17.0 23 RSU16877 Page 1 254 Redwood LHG - E\Lol 254 Redwood LHG - E.rup Calc - M.18 Budding faces: E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 0 385 0.251 705 10.0 0 x 0 VinlFlx st1 Peak AVF 0 338 0.299 620 10.0 0 x 0 VinlFlx st3 Peak AVF 0 277 0.275 627 9.0 0 x 0 VinlFlx Bold/Italic values have been manually overridden WC I1tSOfC 2017 -May -1815:41:05 Right -Suite® Universal 2017 17.0 23 RSU16877 Page 1 254 Redwood LHG - E\Lol 254 Redwood LHG - E.rup Calc - M.18 Budding faces: E Return Branch Detail Table 01 Name Grille Size (in) Htg cfm) Cig cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rM Ox 0 0 1000 0 0 0 0 Ox 0 VIFx d U wrightSoft• Right -Suite® Universal 201717 0 23 RSU16877 ACCA 254 Redwood LHG - E\Lot 254 Redwood LHG - E rup Calc = MJ8 Building faces E 0 2017 -May -18 15.41:05 Page 2 r Static Pressure and Friction Rate Job: Lot 254 Redwood LHG - E wrightsoft` Date: 05-18-2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone. (407) 629. 6920 Fax (407) 629. 9307 Web www CneStopcooling.com License: CAC032444 Project• • For: Taylor Morrison Sanford, FI Available -Pressure Heating Cooling in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers t 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 1 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total Effective Length Supply ft) Measured length of run -out 23 Measured length of trunk 3 Equivalent length of fittings 110 Total length 136 Total effective length Heating ird1001t) Supply Ducts 0.251 > 0.18 Return Ducts 0.251 > 0.18 Fitting EqU,ivalent• D - Supply 4X=35, 11M=20, 111=10, 11G=5, 11G=5, 1A=35: TotalEL=110 Return TotaIEL=O Return ft) 0 0 0 0 136 Cooling in/1001t) 0.251 > 0.18 0.251 > 0.18 t wr htsoft• 2017 -May -18 15 41.05 Righl-Suite® Universal 2017 17 0 23 RSU16877 Page 1 A . 254 Redwood LHG - E\Lot 254 Redwood LHG - E.rup Calc = MJ8 Building faces. E RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. I 5/18/2017 3:56 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 GProjectName: Lot 255 Redwood LHG - E Builder Name: One Stop Cooling and Heating Street: 3/(Z "I 6Iv& City, State, Zip: Sanff rd- , FL , Permit Office: bwmiriele le Permit Number: '' +EaRDft711`11r Owner: Taylor Morrison Design Location: FL, Orlando Jurisdiction: 6 00 County:: Seminole (Florida Climate Zone 2 )Tti1E 1. New construction or existing , New (From Plans) 9. Wall Types (1062.7 sqft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13.0 400.00 ft2 b. Frame - Wood, Adjacent R=11.0 345.33 ft2 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=4.1 317.33 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1160.0 sgtt.) Insulation Area a. Under Attic (Vented) R=30.0 1160.00 f12 6. Conditioned floor area above grade (W) 1957 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. WA R= ft2 11. Ducts R ft2 7. Windows(173.4 sgtt.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 391.4 a. U -Factor: Dbl, U=0.34 165.37 ft2 SHGC: SHGC=0.32 b. U -Factor: Dbl, U=0.31 8.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.34 + a. Central Unit 30.0 SEER:15.00 c. U -Factor: N/A ft2 SHGC: r 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft2 a. Electric Heat Pump 26.4 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 2.237 ft. Area Weighted Average SHGC: 0.321 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1957.0 sgft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 907.00 ft29 b. Conservation features b. Floor Over Other Space R=0.0 797.00 W None c. other (see details) R= 253.00 ft2 15. Credits Pstat Total Proposed Modified Loads: 46.50 Glass/Floor Area: 0.089 PASS I Total Baseline Loads: 47.28 I hereby certify that the plans and specifications covered by Review of the plans and 0C'THE STAT this calculation are in compliance with the Florida Energy specifications covered by this Code. Digitally signed bySojan Bojan Paukovic P-4- calculation indicates compliance with the Florida Energy Code. SOS, Iftu+r+, (•... , Date: 2017 PREPARED BY: Before construction is completed r ; DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, asedesign is in compliance Florida Statutes. CODwiththeFloridaEnergyCode. pyE T¢J OWNER/ E BUILDING OFFICIAL: _ DATE: AP DATE: is-29=t't2 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. I 5/18/2017 3:56 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014, 5/18/2017 3:56 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: i Lot 255 Redwood LHG - E Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 1957 Lot # 255 Owner: Taylor Morrison Total Stories: 2 Block/SubDivision: Thornbrooke TH of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 0 Street: Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 2 41 91 70 1 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1957 16835.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 907 8435.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 11050 8400 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ---- ---- 253 ft2 11 0.29 0 0.71 2Slab-On-Grade Edge Insulatio 1st Floor 34 ft 0 907 ft2 0.29 0 0.71 3 Floor Over Other Space 2nd Floor ---- ---- 797 ftz 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1297 ft2 0 ft2 Dark 0.6 N 0.6 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1160 ft2 N N 5/18/2017 3:56 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 5/18/2017 3:56 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) + 1st Floor 30 Blown 1160 ftz 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Omt To-WallJype Space R--Value-E In Ft Jn area-R-Value-Fraction-.Absor--Grade'/o 1 N Exterior Frame - Wood 2nd Floor 13 7 0 8 0 56.0 ftz 0 0.25 0.6 0 2 N Exterior Concrete Block - Int Insul 1st Floor 4.1 3 0 9 4 28.0 ftz 0 0 0.6 0 3 E Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ftz 0 0.25 0.6 0 4 E Exterior Concrete Block - Int Insul 1st Floor 4.1 9 6 9 4 88.7 ftz 1 0 0 0.6 0 5 W Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ftz 0 0.25 0.6 0 6 W Exterior Concrete Block - Int Insul 1 sl Floor 4.1 21 6 9 ' 4 200.7 ft? 0 ( 0 0.6 0 7 Garage Frame - Wood 1 st Floor 11 37 0 9 4 345.3 ftz 0 0.25 0.6 0 DOORS Omt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 E Insulated 1st Floor None 4 3 8 24 ftz 2 Wood 1 st Floor None 46 2 8 6 8 17.8 ftz WINDOWS Orientation shown is the entered, Proposed orientation." Wall Overhang V Omt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 e 3 Vinyl Low -E Double Yes 0.34 0.32 30.0 ftz 1 ft 0 in 2 ft 0 in Drapes/blinds None 2 e 3 Vinyl Low -E Double Yes 0.34 0.32 15.4 ftz 1 ft 0 in 2 ft 0 in Drapes/blinds None 3 e 4 Vinyl Low -E Double Yes 0.34 0.32 4.0 ftz 1 ft 0 in 11 ft 0 in Drapes/blinds None 4 w 5 Vinyl Low -E Double Yes 0.34 0.32 14.6 ftz 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 w 5 Vinyl Low -E Double Yes 0.34 0.32 30.0 ftz 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 W 5 Vinyl Low -E Double Yes 0.31 0.34 8.0 ftz 1 ft 0 in 2 ft 0 in Drapes/blinds None 7 w 6 Vinyl Low -E Double Yes 0.34 0.32 17.9 ftz 13 ft 0 in 2 ft 7 in Drapes/blinds None 8 w 6 Vinyl Low -E Double Yes 0.34 0.32 17.5 ftz 1 If 0 in 11 ft 0 in Drapes/blinds None 9 W 6 Vinyl Low -E Double Yes 0.34 0.32 36.0 ftz 1 ft 0 in 11 ft 0 in Drapestblinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 253 ftz 253 ft2 64 ft 9.3 ft 1 INFILTRATION Scope I Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000273 1402.9 77.02 144.85 2456 5 5/18/2017 3:56 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 5/18/2017 3:56 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 26.4 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 30 kBtu/hr 900 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 391.4 ft Attic 97.85 ft Prop. Leak Free 2nd Floor cfm 58.7 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Heatin f Feb Mar Jan [X Feb Mar AprEpr f Ma [X] Jun Jul May [ ]Jun f Jul AugefAufSep Oct Oct Nov Nov Dec Dec Ventin [ Jl Jan [ J Feb Mar 7CJ A r [ May l) Jun [ Jul Aug l Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 I 78 78 78 78 78 78 78 78 78 78 78 PM 78 I 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/18/2017 3:56 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 + Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods- ADDRESS: ethodsADDRESS: , Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402;.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, it installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0 R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct,testing is not mandatory for buildings complying by Section R405 of this code. 5/18/2017 3:57 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 0 R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41°C) or below 550F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. 0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. 0 R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/z inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 0 R403.4.4 Water heater efficiencies (Mandatory). 0 8403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140•F (38•C to 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. p R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. E3 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing! Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of -the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section 13302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 5/18/2017 3:57 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. 8403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. 0 R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. O R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections 8403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 -Time switches. Time switches or other control method that can automatically tum off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. O RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights 0 R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficeni space, R-10 is allowed. 5/18/2017 3:57 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. Sanford, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family i Multi -family a. Frame - Wood, Exterior R=13.0 400.00 ftzb. Frame - Wood, Adjacent R=11.0 345.33 ft 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=4.1 317.33 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? 4 No a. Under Attic (Vented) R=30.0 1160.00 ft2 6. Conditioned floor area (ft2) 1957 b. N/A R= ft2 7. Windows" Description Area c. WA R= ft2 a. U -Factor: Dbl, U=0.34 165.37 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: 2nd Floor R ftz 6 391.4 SHGC: SHGC=0.32 b. U -Factor: Dbl, U=0.31 8.00 ft2 SHGC: SHGC=0.34 12. Cooling systems kBtu/hr Efficiency c. U -Factor: N/A ft2 a. Central Unit 30.0 SEER:15.00 SHGC: d. U -Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 26.4 HSPF:9.00 Area Weighted Average Overhang Depth: 2.237 ft. Area Weighted Average SHGC: 0.321 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulationg R=0.0 907.00 ft2 a. Electric EF: 0.9 b. Floor Over Other Space R=0.0 797.00 ft2 c. other (see details) R= 253.00 ft2 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/18/2017 3:57 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 I FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 255 Redwood LHG - E Builder Name: One Stop Cooling and Heating Street: Permit Office: Seminole City, State, Zip: Sanford, FL , Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. F Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have Basketed doors 5/18/2017 3:57 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft Project Summary Entire House One Stop Cooling and Heating Job: Lot 255 Redwood LHG - E Date: 05-18-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web- www.OneStopCooling.corn Ucense' CAC032444 For: Taylor Morrison Sanford, FI Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 9678 Btuh Structure 15515 Btuh Ducts 1936 Btuh Ducts 3986 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 11614 Btuh Use manufacturer's data n Ratelswing multiplier 0.97 Infiltration Equipment sensible load 18994 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2921 Btuh Ducts 807 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling(none) Area (W 1957 1957 Equipment latent load 3729 Btuh Volume ()ft3) 16761 16761 Air changes/hour 0.43 0.23 Equipment Total Load (Sen+Lat) 22722 Btuh Equiv. AVF (cfm) 120 64 Req. total capacity at 0.75 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make ` Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-030-230-19 Cond 14HPX-030-230-19 AHRI ref 7044384 Coil CBX27UH-030-230`++TDR AHRI ref 7044384 Efficiency 9 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling. 22500 Btuh Heating output 26400 Btuh @ 47°F Latent cooling 7500 Btuh Temperature rise 0 OF Total cooling 30000 Btuh Actual air flow 0 cfm Actual air flow 1000 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 20 OF Backup: Input = 0 kW, Output= 0 Btuh, 100 AFUE I Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W rl9 fhtsor 2017 -May -18 15 49 00 Right -Suite® Universal 2017 17.0 23 RSU16877 Page 1 255 Redwood LHG - E\Lot 255 Redwood LHG - E rup Calc - MJ8 Building laces E wrightsoft- Right -J® Worksheet Job: Lot 255 Redwood LHG - E Entire House Date: 05-18-2017 1 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web. www.OneStopCooling.com License CAC032444 1 Room name Entire House PWDR 2 Exposed wall 84.0 1t 6.5 11 3 Room height, 8.6 it d 9.3 11 heat/cool 4 Room dimensions 4.0 x 8.0 it 5 Room area 1 1956.8 fix 32.0 it= Ty Construction U -value Or HTM Area (It2) Load Area 00 Load number Btuh/ft2-1F) Bluh/ll or perimeter (fl) Btuh) or perimeter (ft) Btuh) 1 Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heal Cod 6 W 12C-Osw 0.091 n 2.38 2.41 56 56 133 135 0 0 0 0 W 13A-4ocs 0.143 n 3.73 2.90 28 28 104 81 28 28 104 81 12C-0sw 0.091 a 2.38 2.41 172 127 301 305 0 0 0 0 4A5.2ov 0.340 e 887 31.45 30 0 266 944 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 15 0 137 485 0 0 0 0 y/ 13A-4ocs 0.143 a 3.73 290 88 60 225 175 33 29 107 83 4A5.2ov 0.340 a 8.87 31.45 4 0 35 126 4 0 35 126 11D0 0.390 a 10.18 12.27 24 24 244 294 0 0 0 0 1 12C-0sw 0.091 w 2.38 2.41 172 119 2B4 287 0 0 0 0 h 4A5 2ov 0.340 w 8.87 31.45 15 0 129 459 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 30 0 266 944 0 0 0 0 485.21v 0.310 w 809 32.48 8 0 65 260 0 0 0 0 Vh13A flocs 0.143 w 3.73 2.90 200 129 480 372 0 0 0 0 IOD -v 0.340 w 8.87 7.73 18 18 159 138 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 18 0 155 550 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 36 0 319 1132 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 344 344 817 518 116 116 276 175 C 16B-30ad 0.032 0.84 1.76 1116 1116 932 1962 11 11 9 18 F 19A-0bscp 0.295 2.89 2.04 11 11 31 22 0 0 0 0 F 19C -19r 0.049 044 0.31 254 254 112 79 0 0 0 0 F 22A-Ipm 1.180 30.80 0.00 852 34 1047 0 32 7 200 0 r 1 r 1 6 c) AED excursion 1311 13 Envelope loss/gam 6243 10579 731 470 12 a) Infiltration 3436 1295 290 109 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliancestother 2720 10 Subtotal (lines 6 to 13) 9678 15515 1021 590 Less external load 0 0 0 0 Less transfer, 0 0 0 0 Reristnbulion 0 0 368 202 14 Subtotal 9678 15515 1389 792 15 Duct bads 20% 26% 1936 3986 20% 26% 278 203 Total room bad 11614 19501 1667 995 Air required (cfm) I 0 1000 0 51 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AGC k -rk wrightrsoft- Right -Suite® Universal 2017 17 0.23 RSU16877 2017 -May -18 1 Pa e0I 255 Redwood LHG - E\Lol 255 Redwood LHG - E rup Calc . MJ8 Building faces- E 9 wrightsofir Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 255 Redwood LHG - E Date: 05-18-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629. 9307 Web www.OneStopCooling com License. CAC032444 1 Room name KIT FAM 2 Exposed wall 0 It 17.5 ft 3 Room height 9.3 ft heat/cool 9.3 It heat/cool 4 Room dimensions 1.0 x 293.5 it 1.0 x 347.8 1t 5 Room area 293.5 ftz 347.8 IV Ty Construction U -value Or HTM Area (1t?) Load Area (ft2) Load number BtutVltZ°F) Btuh/flg or perimeter (It) Btuh) or perimeter (It) Bluh) Heat Cod Gross WP/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-0sw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 W 13AAocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 1y 12C-0sw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 I G 4A5-2ov. 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 Vl 13A -flocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 LL- G D 11 DO , 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 125.0sw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0' 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4135-21v 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 163 91 341 265 10D -v 0.340 w 8.87 7.73 0 0 0 0 18 18 159 138 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 18 0 155 550 4A5-2ov 0.340 w 887 31.45 0 0 0 0 36 0 319 1132 P 12C-0sw 0.091 2.38 1.51 65 65 155 98 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A-Obscp 0.295 2.89 204 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 294 0 0 0 348 18 539 0 6 c) AED excursion 122 992 Envelope loss/gam 155 24 1513 3078 12 a) Infiltration 0 0 781 294 b) Room ventilation 0 0 0 0 13 Internal gams. Occupants @ 230 0 0 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 155 1176 2294 3372 Less externaljbad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 735 404 440 159 14 Subtotalj 890 1581 2735 3531 15 Duct bads 20'/0 1 26% 1 178 406 20% 26% 547 907 Total room load 1068 1987 3282 4438 Air required (cfm) 0 102 0 22B Calculations awroved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017 -May -18 15 4900 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 2 255 Redwood LHG - E\Lot 255 Redwood LHG - E.rup Calc = MJ8 Building faces E wrightsoft• Right -J® Worksheet Job: Lot 255 Redwood LHG - E Entire House Date: 05-18-2017 One Stop Cooling and Heating By: XFMIC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web' www OneStopCooling.com License: CAC032444 1 Room name STR1 MBED 2 Exposed wall l 4.0 It 17.5 It 3 Room height 93 It heat/cool 8.0 It heat/cool 4 Room dimensions 40 x 12.5 1t 17.5 x 14.5 It 5 Room area 50.0 It= 253.8 It2 Ty Construction U•value Or HTM Area (It2) Load Area (fig Load number Btuh/Wt F) BtuIVft or perimeter (1t) Btuh) or perimeter (It) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat CodI 6 W 12C-Osw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 12C•Osw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 e 887 31.45 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0' 0 0 0 0 0 V/ 13A -flocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 S 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 t- 11DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 V)/ 12C-Osw 0.091 w 2.38 2.41 0 0 0 0 140 95 227 230 F--(CC 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 15 0 129 459 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 30 0 266 944 485.21v 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 V 13A-4ocs 0.143 w 3.73 2.90 37 37 139 108 0 0 0 0 1 OD•v 0.340 w 887 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 084 1.76 0 0 0 0 254 254 212 446 F 19A•Obscp 0.295 2.89 204 0 0 0 0 9 9 25 18 F 19C-19cscp 0.049 044 0.31 0 0 0 0 0 0 0 0 F 22A•ipm 1.180 30.80 0.00 50 4 123 0 0 0 0 0 r 1 i r 1 6 c) AED excursion 16 480 E nvelope loss/gain 262 91 859 2576 12 a) Infiltration 1 178 67 672 253 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 2 460 Appliances/other 0 0 Subtotal (lines 6 to 13) 440 159 1531 3290 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 440 159 351 664 14 Subtotal 0 0 1882 3954 15 Duct bads 20% 26% 0 0 20% 26% 376 1016 Tolal room load 0 0 2258 4970 Air required (dm) 0 0 0 255 Calculations approved by ACCA to meet all requirements o1 Manual J 8th Ed. wrightscii t- Right-Sulle® Universal 2017 17 0.23 RSU16877 2017 -May -18 15P49 00 Aftk . 255 Redwood LHG - E1Lot 255 Redwood LHG - E rup Calc = MJ8 Building faces: E wri jhftoft' Right -J® Worksheet Job: Lot 255 Redwood LHG - E Entire House Date: 05-18-2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone, (407) 629 - 6920 Fax (407) 629 - 9307 Web: www.OneStopCooling com License: CAC032444 1 Room name MW IC LAUN 2 Exposed wall 0 ft 0 ft 3 Room height 8.0 ft heal/cod 8.0 ft heat/cool 4 Room dimensions 1 8.5 x 7.5 ft 6.0 x 7.0 ft 5 Room area 63.8 t12 42.0 112 Ty Construction U -value Or HTM Area (ftq Load t Area (ft2) Load number BluWllz-'F) Bt f12) or perimeter (fl) Bt h) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 IL12C 05w 0 091 a 2.38 2.41 0 0 0 0 0 0 0 0 2 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 y/ 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 II_ 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0BOG 11DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5 -2[v 0.310 w 809 32.48 0 0 0 0 0 0 0 0 y/ 1 0.143 w 373 290 0 0 0 0 0 0 0 0 1DD'v0D-v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 176 64 64 53 112 42 42 35 74 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19csco 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 t 1 1 r 1 r 6 c) AED excursion 1 11 54 Envelope loss/gain 53 102 35 20 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gams: Occupants @ 230 0 0 0 0 Appliances/other 0 500 Subtotal (lines 6 to 13) 53 102 35 520 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 14 41 32 156 14 Subtotal 67 143 67 676 15 Duct bads 201/0 261/6 13 37 20% 26"/0 1 13 174 Total room bad 80 179 BO 850 Air required (clm) 0 9 0 44 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsolt- 2017 -May -1815.49.00 c Right -Suite® Universal 2017 17.0.23 RSU76877 Pape 4 255 Redwood LHG - E\Lot 255 Redwood LHG - E.rup Calc = MJ8 Building faces: E wrightsoft• Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 255 Redwood LHG - E Date: 05-18-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web www OneStopCooling com License. CAC032444 1 Room name t MBTH MTOI 2 Exposed wall 0 It 0 It 3 Room height 8.0 it heal/cool 8.0 It heal/cool 4 Room dimensions 1.0 x 105.5 it 3.5 x 6.0 11 5 Room area 105.5 112 21.0 It= Ty Construction U -value Or HTM Area (ft2) Load Area (Its Load number BtuWltx-°F) BtuIVII9 or perimeter (fl) Btuh) or perimeter (1t) Btuh) Heat Cool Gross WP/S Heat Cod Gross N/P/S Heat CodI 6 W 12C-Osw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 n 373 2.90 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 yl 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 D 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 DO. 0.390 a10.18 12.27 0 0 0 0 0 0 0 0 0.091 w 2.38 241 0 0 0 0 0 0 0 0 TE 12C-Osw 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5 -21v 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 y/ s 0.143 w 3.73 290 0 0 0 0 0 0 0 0 IOD -v100-v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 106 106 88 186 21 21 18 37 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscD 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm I 1.180 1 i 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 17 3 Envelope loss/gain Be 168 18 33 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1 0 Subtotal (lines 6 to 13) 88 168 18 33 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 32 142 0 0 14 Subtotal 120 310 18 m 15 Duct bads 20% WA 24 m 20% 2696 4 9 Total room bad 144 389 21 42 Air required (cfm) 10 20 1 1 0 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsotft- 2017 -May -18 15:49:00 A&Right-Suite® Universal 2017 17 0.23 RSU16877 Page 5 255 Redwood LHG - E\Lot 255 Redwood LHG - E rup Calc - MJ8 Building faces E I wrightsoft RighW@ Worksheet Entire House One Stop Cooling and Heating Job: Lot 255 Redwood LHG - E Date: 05-18-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web www OneSlopCooling.com License CAC032444 1 Room name BED3 2 Exposed wall 0 11 19.0 It 3 Room height 8.0 It heal/cool 8.0 It heal/cool 4 Room dimensions 3.0 x 5.5 It 1.0 x 151.0 It 5 Room area 16.5 1? 151.0 112 Ty Construction U -value Or HTM Area (It2) Load Area (112) Lead number Bluh/112•°F) Btuh/Itg or perimeter (ft) Btuh) or perimeter (fl) Btuh) Heal Cod Gross WP/S Heat Cod. Gross N/P/S Heat Cod 6 W 12C-0sw 0.091 n 2.38 2.41 0 0 0 0 56 56 133 135 W 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 12C -05w 0.091 a 2.38 2.41 0 0 0 0 96 66 157 159 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 30 0 256 944 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 Vy 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 1-GD 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5.2Iv 0.310 w 8.09 3248 0 0 0 0 0 0 0 0 Vh13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D -v 0.340 w 8.87 7.73 0 0 0 00 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 17 17 14 29 151 151 126 266 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19csca 0.049 0.44 0.31 0 0 0 0 149 149 66 47 F 22A-tpm 1180 30.80 0.00 0 0 0 0 0 0 0 0 r 6 c) AED excursion 3 136 Envelope loss/gain 14 26 748 1686 12 a) IMillration 0 0 729 275 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Apphances/othar 1 0 0 subtotal (lines 6 to 13) 1 14 26 1477 2191 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 14 26 10 48 14 Subtotal 0 0 1487 2239 15 Duct bads I 209E 26% 0 0 20% 26%1 297 575 Total room load 0 0 17851 2814 Air required (cfm) 1 0 0 0 144 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightt:soft Righl-Suile® Universal 2017 17 0.23 RSU16877 2017 -May -18 15P449 00 255 Redwood LHG - E1Lo1 255 Redwood LHG - E.rup Calc - MJ8 Building laces, E wrightsoft• Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 255 Redwood LHG - E Date: 05-18-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web www.OneStopCooling.com License: CAC032444 1 Room name BTH2 BED2 2 Exposed wall 0 It 9.5 It 3 Room height 8.0 It heal/cool 8.0 It heal/cool 4 Room dmansions 6.0 x 5.5 1t 10 x 158.5 It 5 Room area 33.0 Itz 158.5 111! Ty Construction U -value Or HTM Area (w) Load Area (fll Load number BtuWftz °F) BluWft2) or perimeter (ft) Btuh) or perimeter (fl) Bluh) Heat Cod Gross WP/S Heat Cod Gross WP/S Heat Cod 6 W 12C-0sw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 12C-0sw 0.091 a 2.38 2.41 0 0 0 0 76 61 144 146 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 15 0 137 485 y/ 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11DO 0.390 a 1018 12.27 0 0 0 0 0 0 0 0 12C Osw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 j 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2.0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5 -21v 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 13A -flocs 0.143 w 373 2.90 0 0 0 0 0 0 0 0 10D -v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 887 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 33 33 28 58 159 159 132 279 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19rsco 0.049 0.44 0.31 33 33 15 10 26 26 12 8 F 22A•tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 6 49 Envelopeloss/gain 1. 42 62 425 966 12 a) Infiltration 0 0 365 137 b) Room ventilation 0 0 1 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 42 62 789 1334 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstnbution 13 66 27 132 14 Subtotal 56 128 816 1466 15 Duct bads 20% 26% 11 33 20% 26% 1 163 377 Total mom load 67 161 1 9791 1843 Air required (cfm) 0 8 0 94 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w rightt:svil V 2017 -May -18 15:49:00 ACZc.A. Right-Sulte® Universal 2017 17.0 23 RSU76877 Page 7 255 Redwood LHG - E\Lot 255 Redwood LHG - E rup Calc = MJ8 Building faces E wrightsoft- Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 255 Redwood LHG - E Date: 05-18-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web. www.OneStopCooling.com License: CAC032444 1 Room name STR2 FOY 2 Exposed wall 4.0 It 60 It 3 Roan height 8.0 it heat/cool 9.3 it heal/cool 4 Room dimensions 4.0 x 16.5 it 10 x 110.9 it 5 Roan area , 66.0 Its 110.0 ftz Ty Construction U -value Or HTM Area (fin Load Area (fin Load number Btuh/112-°F) Btu fin or perimeter (It) Btuh) or perimeter (it) Btuh) Heat Cod Gross WP/S Heat Cod Gross WP/S Heat Cod 6 W 12C-Osw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 n 373 2.90 0 0 0 0 0 0 0 0 y/ 12C-0sw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 L C^ 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 y/ 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 56 32 119 92 I_10 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11D0 0.390 a 10.18 12.27 0 0 0 0 24 24 244 294 12C-0sw 0.091 w 2.38 2.41 32 24 57 58 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8 87 31.45 0 0 0 0 0 0 0 0 4B5 -21v 0.310 w 8.09 32.48 8 0 65 260 0 0 0 0 13A -flocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D -v 0.340 w 887 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 121 121 287 182 C 16B-30ad 0.032 0.84 1.76 66 66 55 116 0 0 0 0 F ISA-Obscp 0.295 2.89 204 2 2 6 4 0 0 0 0 F 19C•19csco 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 3080 0.00 0 0 0 0 110 6 185 0 l 6 c) AED excursion 96 63 Envelope losstgain 183 534 835 506 12 a) Irdihration 154 58 268 101 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 336 592 1103 607 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 336 592 1103 607 14 Subtotal 0 0 0 0 15 Duct bads 20% 26°Y6 0 0 2096 26°h 1 0 0 Total room load 0 00 0 Air required (Cm) 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighttscift- Right-Suile® Universal 2017 17 0 23 RSU16877 2017 -May -18 15:49:00 255 Redwood LHG - E\Lot 255 Redwood LHG - E rup Calc - MJ8 Building faces E Page wrightsoft• Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 255 Redwood LHG - E Date: 05-18-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone. (407) 629 - 6920 Fax (407) 629 - 9307 Web www.OneSlopCooling com License CAC032444 1 Room name PNTY TO12 2 Exposed wall 0 if 0 1t 3 Room height 93 it heat/cool 8.0 it heat/cool 4 Room dimensions 1.0 x 18.3 1t 6.0 x 6.5 it 5 Room area ' 18.3 1? 39.0 112 Ty Construction U -value Or HTM Area (W) Load Area (fl2) Load number Btuh/ft2-°F) Btuf ft2) I or perimeter (1t) Btuh) or perimeter (1t) Btuh) Heat Cod Gross N/P/S Heat Cod Gross WP/S Heat Cod 6 W 12C-Osw 0.091 n' 2.38 2.41 0 0 0 0 0 0 0 0 W 13AAocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0' 0 0 0 0 13AAocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 1-GD 11DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5 -21v 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 Vh1 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D-v0D-v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 3145 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 151 42 42 99 63 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 0 0 0 0 39 39 33 69 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 12 12 5 4 F 22A-tpm 1.180 30.80 0.00 18 0 0 0 0 0 0 0 L I 61 c) AED excursion 7 54 Envelope loss/gain 99 56 38 19 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 10 500 Subtotal (lines 6 to 13) 99 66 38 519 Less external load 0 0 0 0 Less transfer 0 0 0 0 RerLstribution 0 0 16 78 14 Subtotal 99 66 54 597 15 Duct loads 20% 26% 20 17 20% 26% 11 153 Total room load 119 83 65 750 Air required (ctm) 0 4 0 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017 -May -18 15:49 00 Right -Suite® Universal 2017 17 0.23 RSU16877 Pape 9 255 Redwood LHG - E1Lot 255 Redwood LHG - E.rup Calc - MJ8 Building faces E wrightaoft• Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 255 Redwood LHG - E Date: 05-16-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web www.OneStopCooling.com License: CAC032444 1 Room name 2 Exposed wall 0 it 3 Room height 8.0 1t heat/cool 4 Room dimensions 1.0 x 155.3 11 5 Room area 155.3 112 Ty Construction U -value Or HTM- Area (I12) Load Area Load number Btuh/Itz'F) Bluh/I11) or perimeter (Iq Btuh) or perimeter Heat I Cod Gross N/P/S Heal Cod Gross N/P/S Heal Cod 6 W 12C-0sw 0.091n 2.38 2.41 0 0 0 0 W 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 12C-0sw 0.091 a 2.38 2.41 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 11 4A5.2ov 0.340 a 8.87 ' 31.45 0 0 0 0 V 13A-4ocs 0.143a 3.73 2.90 0 0 0 0 4A5.2ov ' 0.340 a 8.87 31.45 0 0 0 0 D 11 D0 0.390 a 10.18 12.27 0 0 0 0 Vy 12C-Osw 0.091 w 2.38 2.41 0 0 0 0 C 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 4B5.2fv 0.310 w 8.09 32.48 0 0 0 0 1 0.143 w 3.73 2.90 0 0 0 0 t0D'vOD -v 0.340 w 887 7.73 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 155 155 130 273 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 33 33 15 10 F 22A-lpm 1.180 30.80 0.0D 0 0 0 0 1 t 1 1 1 1 6 c) AED excursion 74 Envelope losstgain 144 210 12 a) Infiltration 0 0 b) Room ventdalon 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/olher 500 Subtotal (lines 6 to 13) 144 710 Less external load 1 0 0 Less transfer 0 0 Redistribution 144 710 14 Subtotal 0 0 15 Duct bads 20'/- 26% 0 0 Total room bad 0 0 Air required (ctm) 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ah-wrightsoft• 2017 -May -1815:49:00 Right-Suite®Universal 2017 17 0.23 RSU16877 Page 10 255 Redwood LHG - E\Lot 255 Redwood LHG - E.rup Calc - MJ8 Building laces: E Duct 'S stem Summar Job: Lot 255 Redwood LHG - E wrightsofte y y Date: 05-18-2017 Entire House By: XF/MC/BP One Stop Cooling and Heating r 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629. 9307 Web www OneStopCooling com License: CAC032444 For: Taylor Morrison Sanford, FI Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.16 in H2O 0.16 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.251 in/100ft 0.251 in/100ft Actual air flow . 0 cfm 1000 cfm Total effective length (TEL) 136 ft SupplyDetail Table Name Design Btuh) I Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 1843 0 94 0.327 6.0 Ox 0 VIFx 9.0 95.0 st1 BED3 c 2814 0 144 0.307 7.0 Ox 0 VIFx 15.6 95.0 st1 BTI -12 c 161 0 8 0.322 4.0 Oxo VIFx 10.5 95.0 st1 FAM C 2219 0 114 0.270 6.0 OA 0 VIFx 20.8 105.0 st2 FAM -A C 2219 0 114 0.251 6.0 O(0 VIFx 25.7 110.0 st2 KIT c 1987 0 102 0.303 6.0 Ox 0 VIFx 7.2 105.0 st2 LAUN c 850 0 44 0.305 4.0 Ox 0 VIFx 16.5 95.0 st1 MBED c 2485 0 127 0.278 7.0 OA 0 VIFx 22.5 100.0 st3 MBED-A c 2485 0 127 0.280 7.0 O( 0 VIFx 21.2 100.0 st3 MBTH C 389 0 20 0.288 4.0 Ox 0 VIFx 18.1 100.0 st3 MTOI c 42 0 2 0.275 4.0 Ox 0 VIFx 23.8 100.0 st3 MwIC c 179 0 9 0.299 4.0 Ox 0 VIFx 13.7 100.0 st1 PNTY c 83 0 4 0.283 4.0 Ox 0 VIFx 15.3 105.0 st2 PWDR c 995 0 51 0.255 4.0 Ox 0 VIFx 23.2 110.0 st2 T012 c 750 0 38 0.313 4.0 Ox 0 VI Fx 13.6 95.0 st i Bold/italic values have been manually overridden wri htsoft• 2017 -May -18 15:49 01 t 9 Right -Suite® Universal 2017 17.0 23 RSU16877 Page 1 A ...255 Redwood LHG - E\Lot 255 Redwood LHG - E rup Calc = MJB Budding faces: E I Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) t cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 0 385 0.251 705 10.0 0 x 0 VinlFlx st1 Peak AVF 0 338 0.299 620 10.0 0 x 0 VinlFlx st3 Peak AVF 0 277 0.275 627 9.0 0 x 0 VinlFlx Bold/italic values have been manually overridden wri htsoft• 2017 -May -18 15:49 01 t 9 Right -Suite® Universal 2017 17.0 23 RSU16877 Page 1 A ...255 Redwood LHG - E\Lot 255 Redwood LHG - E rup Calc = MJB Budding faces: E I Return Branch Detail Table Clg cfm) TEL ft) Design FR Veloc fpm) I Z-, 7,- + wrightsoft Right-Suile® Universal 2017 17 0.23 RSU16877 CA ...255 Redwood LHG - E\Lol 255 Redwood LHG - E.rup Calc = MJ8 Building laces: E r r 2017 -May -18 15:49:01 Page 2 Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rM Ox 0 0 1000 0 0 0 10 Ox 0 VIFx I Z-, 7,- + wrightsoft Right-Suile® Universal 2017 17 0.23 RSU16877 CA ...255 Redwood LHG - E\Lol 255 Redwood LHG - E.rup Calc = MJ8 Building laces: E r r 2017 -May -18 15:49:01 Page 2 Static Pressure -and Friction Rate Job: Lot 255 Redwood LHG - E wrigihtsoft• Date: 05-18-2017 Entire House I By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax. (407) 629 - 9307 Web: www OneStopCooling com License. CAC032444 Available static pressure 0.34 Supply ft) Measured length of run -out 23 Measured length of trunk 3 Equivalent length of fittings , 110 Total length 136 Total effective length Cooling in H2O) 0.50 0 0 0.03 0.03 0.10 0 0 0 0.34 Return ft) 0 0 0 0 136 Heating Cooling iN100ft) (in/100ft) Supply Ducts 0.251 > 0.18 1).251 > 0.18 Return Ducts 0.251 > 0.18 0.251 > 0.18 I Fitting Equivalent Length Details Supply i- Supply 4X=35, 11M=20, 111=10, 11G=5, 11G=5, 1A=35: TotalEL=110 Return , TotalEL=0 Wi htSOft' 2017 -May -18 15'49:02 r' Righl•Suile® Universal 2017 17.0 23 RSU16877 I Page 1 255 Redwood LHG - E\Lol 255 Redwood LHG - E rup Calc - MJ8 Building faces E Heating in H2O) External static pressure 0.50 Pressure losses Coil f 0 Heat exchanger 0 Supply diffusers 0.03 Return grilles 0.03 Filter 0.10 Humidifier 0 Balancing damper 0 Other device 0 Available static pressure 0.34 Supply ft) Measured length of run -out 23 Measured length of trunk 3 Equivalent length of fittings , 110 Total length 136 Total effective length Cooling in H2O) 0.50 0 0 0.03 0.03 0.10 0 0 0 0.34 Return ft) 0 0 0 0 136 Heating Cooling iN100ft) (in/100ft) Supply Ducts 0.251 > 0.18 1).251 > 0.18 Return Ducts 0.251 > 0.18 0.251 > 0.18 I Fitting Equivalent Length Details Supply i- Supply 4X=35, 11M=20, 111=10, 11G=5, 11G=5, 1A=35: TotalEL=110 Return , TotalEL=0 Wi htSOft' 2017 -May -18 15'49:02 r' Righl•Suile® Universal 2017 17.0 23 RSU16877 I Page 1 255 Redwood LHG - E\Lol 255 Redwood LHG - E rup Calc - MJ8 Building faces E RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method a 7711 Project Name: Lot 256 Willow LHG - Builder Name: One Stop Cooling and Heating Street: `a&' Permit Office: S i lQle Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 5/18/2017 4:27 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 Zip: Sanford, Ft Permit Number: 1 7 - 1 7 UCity, 4Owner: State, Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando I County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (1690.0 sgft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13.0 864.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 602.00 ftz 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 224.00 ff2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1310.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1310.00 ff 2 6. Conditioned floor area above grade (f12) 2058 b. N/A R= ft2 Conditioned floor area below grade (ff2) 0 c. WA R. ft2 11. Ducts R ff2 7. Windows(231.4 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 411.6 a. U -Factor: Dbl, U=0.34 227.36 ft2 SHGC: SHGC=0.32 b. U -Factor: Dbl, U=0.31 4.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: I SHGC=0.34 a. Central Unit 34.8 SEER:15.20 c. U -Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft2 a. Electric Heat Pump 32.8 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 1.922 ft. Area Weighted Average SHGC: 0.320 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2058.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 777.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 748.00 ft2 None c. other (see details) R= 533.00 ft2 15. Credits Pstat Total Proposed Modified Loads: 54.88 Glass/Floor Area: 0.112 PASSTotalBaselineLoads: 56.40 1 hereby certify that the plans and specifications covered by Review of the plans and F'CKE STgT this calculation are in compliance with the Florida Energy specifications covered by this Code.calculationDigitallysignedbyBojan indicates compliance.p, Vj '' : ••',•` s``' :,„ Bojan Paukovic Pauk-ic with the Florida Energy Code. nr,,, •.' O PREPARED BY: Date: 2017 05 18 16 2920-04'07 Before construction is completed DATE: this building will be inspected for Iii" A compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. CwiththeFloridaEnergyCode. OD OWNER/A T•_ BUILDING OFFICIAL: L DATE: DATE: 171 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 5/18/2017 4:27 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 5/18/2017 4:27 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: Lot 256 Willow LHG - E Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 2058 Lot # 256 Owner: I Taylor Morrison i Total Stories: 2 Block/SubDivision: Thornbrooke TH of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 45 Street: Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: .691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 2 41 .91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockt 2058 17474.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 777 7226.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1281 10248 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 110 ftz 11 0.29 0 0.71 2 Floor over Garage 2nd Floor ---- ---- 423 ftz 11 0.29 ' 0 0.71 3 Slab -On -Grade Edge Insulatio 1st Floor 64.5 ft 0 777 ft2 0.29 0 0.71 4 Floor Over Other Space 2nd Floor ---- ---- 748 ft2 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1467 tt2 0 ft2 Dark 0.6 N 0.6 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1312 ft2 N N 5/18/2017 4:27 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 5/18/2017 4:27 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 1310 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornl-JoWallJ rpP Spacep R--Value---Fl In -F1 ractionAbsor_._.Grade°loInArea -R_Value_ 1 SW=>W Exterior Frame - Wood 2nd Floor 13 22 0 8 0 176.0 ft2 0 0.25 0.6 0 2 SW=>W Exterior Concrete Block - Int Insul 1 st Floor 4.1 1 6 9 4 14.0 ft2 0 0 0.6 0 3 NW=>N Exterior Frame - Wood 2nd Floor 13 3 0 8 0 24.0 ftz 0 0.25 0.6 0 4 NE=>E Exterior Frame - Wood 2nd Floor 13 22 0 8 0 176.0112 0 0.25 0.6 0 5 NE=>E Exterior Concrete Block - Int Insul 1st Floor 4.1 23 6 9 4 219.3 ft2 0 0 0.6 0 6 SE=>S Exterior Frame - Wood 2nd Floor 13 61 0 8 0 488.0 f112 0 0.25 0.6 0 7 SE=>S Exterior Concrete Block,- Int Insul 1st Floor 4.1 39 6 9 4 368.7 f12 0 0 0.6 0 8 N Garage Frame - Wood 1st Floor 11 24 0 9 4 224.0 ft2 0 0.25 0.6 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area FI In Ft In 1 -=>N Wood 1 1 st Floor None 46 2 8 6 8 17.8 ft2 2 SE=>S Wood 1st Floor None 46 3 8 24 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 45 degrees). Wall Overhang Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 SW=>W 1 Vinyl Low -E Double Yes 0.34 0.32 30.0 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 2 NE=>E 4 Vinyl Low -E Double Yes 0.34 0.32 45.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 NE=>E 5 Vinyl Low -E Double Yes 0.34 0.32 17.8 ft2 13 ft 0 in 2 ft 7 in Drapes/blinds None 4 NE=>E 5 Vinyl Low -E Double Yes 0.34 0.32 54.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None 5 SE=>S 6 Vinyl Low -E Double Yes 0.34 0.32 14.6 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 SE=>S 6 Vinyl Low -E Double Yes 0.34 0.32 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 7 SE=>S 6 Vinyl Low -E Double Yes 0.31 0.34 4.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 SE=>S 7 Vinyl Low -E Double Yes 0.34 0.32 36.0 f12 1 ft 0 in 11 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 461 ft2 461 ft2 64 ft 9.3 ft 1 INFILTRATION y Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .00027 1456.2 79.94 150.34 2424 5 5/18/2017 4:27 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 5/18/2017 4:27 PM EnergyGauge® USA - FlaRes2014 Section' R405.4.1 Compliant Software Page 4 of 4 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.7 32.8 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15.234.8 kB1u/hr 1044 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 411:6 ft Attic 102.9 ft Prop. Leak Free 2nd Floor cfm 61.7 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingr Heatin[X; Jan r Feb Mar Jan [X} Feb Mar Apr rpr [ Ma Jun Jul Auge May f Jun 4 Jul f Auf Sep WOctOct NovNNov DecHDec Venting[ ] Jan [ ] Feb Mar Apr [ May l Jun [ Jul [ Aug Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/18/2017 4:27 PM EnergyGauge® USA - FlaRes2014 Section' R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. O 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. O R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: I 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. O R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. U R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0 R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak tree" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. Duct testing is not mandatory for buildings complying by Section R405 of this code. 5/18/2017 4:28 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. O R403.3 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41•C) or below 551F (130C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping Insulation. 0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can tum off the hot-water circulating pump when the system is not in use. 0 R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/a inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 0 8403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140•F (38•C to 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) i of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and Be installed at an orientation within 45 degrees of true south. 0 8403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. 0 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be. less than the calculated latent load. 5/18/2017 4:28 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric ,resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. D R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of The Commercial Provisions in lieu of Section R403. i p R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 400F. O R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with. ANSI/APS P-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. O RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be , high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights 0 R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 5/18/2017 4:28 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 111111111111111110 ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U -Factor: Dbl, U=0.34 SHGC: SHGC=0.32 b. U -Factor: Dbl, U=0.31 SHGC: SHGC=0.34 c. U -Factor: N/A SHGC: d. U -Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: Sanford, FL, New (From Plans) 9. Wall Types Insulation Area Multi -family a. Frame - Wood, Exterior R=13.0 864.00 ft2 32.8 HSPF:8.70 b. Concrete Block - Int Insul, Exterior R=4.1 602.00 ft2 1 c. Frame - Wood, Adjacent R=11.0 224.00 ft2 3 d. N/A R= ft2 Cap: 50 gallons 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1310.00 ft2 2058 b. N/A R= ft2 Area c. WA R= ft2 227.36 f12 11. Ducts R 1112 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 411.6 4.00 tt2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 34.8 SEER:15.20 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. other (see details) R= ft2 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 32.8 HSPF:8.70 1.922 ft. 0.320 Area 14. Hot water systems 777.00 ft2 a. Electric Cap: 50 gallons EF: 0.9 746.00 ft2 533.00 ft2 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signatures Date: Address of New Home: City/FL Zip: Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/18/2017 4:27 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 256 Willow LHG - E Builder Name: ' One Stop Cooling and Heating Street: Permit Office: Seminole City, Slate, Zip: Sanford, FL , Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the lop or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 5/18/2017 4:28 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft, Project Summary Entire House One Stop Cooling and Heating Job: Lot 256 Willow LHG - E Date: 05/18/2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax. (407) 629 - 9307 Web www OneStopCooling.com Vicense: CAC032444 Project• • For: Taylor Morrison Sanford, FL Notes: Bold/llallc values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 ht50flt' 2017 -May -1816:25:58WPI9Right-Suiletll Universal 2017 17.0.23 RSU16877 Page 1 1 256 Willow LHG - E\Lot 256 Willow LHG - E.rup Calc . MJ8 Building faces: E Design Information Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 13492 Btuh Structure 15704 Btuh Ducts 2629 Btuh Ducts 8351 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none none Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 16121 Btuh Use manufacturer's data n Rate/swing multiplier Equipment load 0.97 23430 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2850 Btuh Ducts 1826 Btuh r Central vent (0 cfm) 0 Btuh Heating Coolin none) Area (ft2 2099 2099 Equipment latent load 4676 Btuh Volume (W) 17736 17736 Air changes/hour 0.41 0.21 Equipment Total Load Sen+Lat) 28105 Btuh Equiv. AVF (cfm) 121 62 Req, total capacity at 0.75 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-036-230-19 Cond 14HPX-036-230-19 AHRI ref 7044407 Coil ' CBX27UH-036-230'++TDR r AH R I ref -7044407 Efficiency 8.7 HSPF Efficiency 12.5 EER, 15.2 SEER Heating input Sensible cooling 26100 Btuh Heating output 32800 Btuh @ 47°F Latent cooling 8700 Btuh Temperature rise 0 OF Total cooling 34800 Btuh Actual air flow 0 cfm Actual air flow 1160 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 24 OF Bold/llallc values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 ht50flt' 2017 -May -1816:25:58WPI9Right-Suiletll Universal 2017 17.0.23 RSU16877 Page 1 1 256 Willow LHG - E\Lot 256 Willow LHG - E.rup Calc . MJ8 Building faces: E wrightr;ott• Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 256 Willow LHG - E Date: 05/18/2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax, (407) 629 - 9307 Web. www.0neStopCooling.com License: CAC032444 1 Room name Entire House POU 2 Exposed wall 172.5 It 0 It 3 Room height 8.5 it d 93 It heat/cool 4 Room dimensions 4.0 x 9.0 It 5 Room area 2090.5 112 36.0 11= Ty Construction U -value Or HTM Area (ftp Load Area (It2) Load number Btuh/Wt F) Btuh/flii) or perimeter (It) Stuh) or perimeter (it) Btuh) Heal Cod Gross N/P/S Heat Cod Gross WP/S Heat Cod 6 VII 12C-Osw 0.091 no 2.38 241 176 146 347 351 0 0 0 0 G 4A5.20v 0.340 ne 8.87 23.74 30 0 266 712 0 0 0 0 W 13AAocs 0.143 no 3.73 2.90 14 14 52 40 0 0 0 0 12C-Osw 0.091 se 2.38 241 488 439 1044 1058 0 0 0 0 11 4A5-2ov 0.340 se 8.87 2269 15 2 129 331 0 0 0 0 4A5-2ov 0.340 se 8.87 2269 30 4 266 681 0 0 0 0 485.21v 0.310 se 8.09 20.49 4 1 32 82 0 0 0 0 VLS13Aatocs 0.143 se 3.73 2.90 367 307 1147 890 0 0 0 0 10D -v 0.340 se 8.87 14.77 24 6 213 355 0 0 0 0 4A5-2ov 0.340 se 8.87 24.37 36 0 319 877 0 0 0 0 W 12C-0sw 0.091 sw 2.38 2.41 176 131 311 315 0 0 0 0 t-{' 4A5.2ov 0.340 sw 8.87 22.69 45 6 399 1021 0 0 0 0 13A-4ocs 0.143 sw 373 2.90 219 147 549 426 0 0 0 0 10D -v 0.340 sw 8.87 7.73 18 18 159 138 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 18 0 155 426 0 0 0 0 4A5.2ov 0.340 sw 887 24.37 36 0 319 877 0 0 0 0 W 12C-Osw 0.091 nw 2.38 2.41 24 24 57 58 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 223 205 488 309 56 56 133 84 L -D 11DO 0.390 n 10.18 12.27 18 18 182 219 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 1312 1312 1096 2307 0 0 0 0 F 19A-Obscp 0.295 2.89 2.04 111 111 320 225 0 0 0 0 F 19C-19cscp 0.049 044 0.31 423 423 188 132 0 0 0 0 F 22A-Ipm 1.180 30.80 000 779 65 1986 0 36 0 0 0 l 1 6 c) AED excursion 0 9 Envelope loss/gain r 10025 11832 133 75 12 a) INdtral.on 34W 1252 0 0 b) Room ventilation 0 0 0 0 13 Intemal pans: Occupants @ 230 4 920 0 0 Appliances/other 1700 0 Subtotal (lines 6 to 13) 1 13492 157041 1331 75 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Radstribution, 0 0 0 0 14 Subtotal 13492 15704 133 75 15 Dud bads 19% 53% 2629 8351 191/0 5396 26 40 Total room load 16121 24055 158 115 Air required (clm) 0 1160 1 1 Of 6 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 411- wrighltsat r Right -Suite® Universal 2017 17 0 23 RSU16877 2017 -May -18 16.25.58 12561256 Willow LHG - E\Lot 256 Willow LHG - E.rup Calc - MJS Building laces: E wrightsoft' Right -J® Worksheet Job: Lot 256 Willow LHG • E Entire House Date: 05/18/2017 One Stop Cooling and Heating By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407)629-6920 Fax: (407) 629 - 9307 Web. www.OneSlopCoolmg com License: CAC032444 1 Room name KIT' FAM 2 Exposed wall 12.0 It 28.0 1t 3 Room height 93 It heat/cod 9.3 It heat/cool 4 Room dimensions 18.0 x 10.5 It 15.0 x 13.0 If 5 Room area 189.0 ft= 195.0 IF Ty Construction U -value Or HTM Area (1tz) Load Area (ft2) Load number Btuh/itZ°F) Btuh/M or perimeter (fl) Btuh) or perimeter (II) Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W 12C-0sw 0.091 ne 2.38 2.41 0 0 0 0 0 0 0 0 C 4A5.2ov 0.340 no 8.87 23.74 0 0 0 0 0 0 0 0 W 13A-40cs 0.143 no 3.73 2.90 0 0 0 0 0 0 0 0 12C-0sw 0.091 se 2.38 2.41 0 0 0 0 0 0 0 0 it 4A5.2ov 0.340 se 8.87 22.69 0 0 0 0 0 0 0 0 4A5.2ov 0.340 se 8.87 22.69 0 0 0 0 0 0 0 0 4B5 -21v 0.310 se 8.09 20.49 0 0 0 0 0 0 0 0 13A-4ocs 0.143 se 3.73 2.90 98 98 364 283 121 121 451 350 10D -v 0.340 se 887 14.77 0 0 0 0 0 0 0 0 4A5.2ov 0.340 se 8.87 24.37 0 0 0 0 0 0 0 0 12C45w 0.091 sw 2.38 2.41 0 0 0 0 0 0 0 0 C 4A5,2ov 0.340 sw 8.87 22.69 0 0 0 0 0 0 0 0 13A-40cs 0.143 sw 3.73 2.90 14 14 52 40 140 86 321 249 10D•v 0.340 sw 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 18 0 155 426 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 36 0 319 877 W 12C-0sw 0.091 nw, 2.38 2.41 0 0 0 0 0 0 0 0 PI 12C-Osw 0.091 2.38 1.51 167 150 355 225 0 0 0 0 11D0 0.390 n 10.18 12.27 18 18 182 219 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A•ipm 1.180 30.80 0.00 189 12 370 0 195 28 862 0 r 1 1 6 c) AED excursion 223 289 Envelope loss/gain 1323 545 2109 2192 12 a) IMillralion - 264 95 617 223 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applances/olher 1200 0 Subtotal (lines 6 to 13) 1587 1840 2726 2414 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redislnburon 0 0 0 0 14 Subtotal 1587 1840 2726 2414 15 Duct bads 19% 53% 309 978 191Y. 51 531 1284 Total room bad 1897 2818 3257 3698 Air required (c1m) 0 136 0 178 Calculations awroved by ACCA to meet all requirements of Manual J 8th Ed. i - 41-wrightsoft- Right -Suite® Universal 2017 17.0.23 RSU16877 2017 -May -18 16:25:58 Page 2 1 256 Willow LHG - BLot 256 Willow LHG - E.rup Calc - MJ8 Building faces E wright~soft Right -J® Worksheet Job: Lot 256 Willow LHG - E Entire House pate: 05/18/2017 r By: LF/MC/BP One Stop Cooling and Heating 1 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax. (407) 629 - 9307 Web www.OneStopCooling com Ucense- CAC032444 1 Room name CAFE STR1 2 Exposed wall 24.5 1t 0 1l 3 Room height 9.3 It heal/cod 9.3 1t heat/cool 4 Room dimensions 1.0 x 310.5 1t 4.0 x 12.0 It 5 Room area 310.5 W 48.0 112 Ty Construction U -value I Or HTM Area (It2) Load Area (fig Load number BtuWftz-°F) BluWl19 or perimeter (II) Btuh) or penmeter (1t) Btuh) Heat Cod Gross N/P/S Heat Cod Gross WP/s Heal Cod 6 y/ 12C-OSw 0.091 ne 2.38 2.41 0 0 0 0 0 0 0 0 G 4A5.2ov 0.340 no 8.87 23.74 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 ne 3.73 2.90 14 14 52 40 0 0 0 0 12C-0sw 0.091 se 2.38 2.41 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 se 8.87 22.69 0 0 0 0 0 0 0 t 0 4A5.2ov 0.340 se 8.87 22.69 0 0 0 0 0 0 0 0 4B5 -21v 0.310 se 8.09 20.49 0 0 0 0 0 0 0 0 13A-4ocs 0.143 se 3.73 290 149 89 331 257 0 0 0 0 10D -v 0.340 se 8.87 14.77 24 6 213 355 0 0 0 0 4A5.2ov 0.340 se 887 24.37 36 0 319 877 0 0 0 0 12C-Osw 0.091 sw 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 22.69 0 0 0 0 0 0 0 0 Vh13A-4ocs 0.143 sw 3.73 2.90 65 47 176 137 0 0 0 0 10D -v 0.340 sw 8.87 7.73 18 18 159 138 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 nw 2.38 2.41 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 11DO 0.390 n 10.18 12.27 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A -fpm 1.180 r 1 30.80 0.00 311 25 755 0 48 0 0 0 61 c) AED excursion 1631 1 0 Envelope loss/gain 2005 1867 0 0 12 a) Infiltration 540 195 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliancestother 0 0 Subtotal (lines 6 to 13) 25451 2062 10 0 Less external bad + 0 0 0 0 Less transfer 0 0 0 0 Redistribution + 0 0 0 0 14 Subtotal 2545 2062 0 0 15 Duct bads 19% 53% 496 1097 19% 53% 0 0 Total room bad 3041 3158 0 0 Air required (cfm) 0 152 1 1 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsaft- Right-Suile® Universal 2017 17.0.23 RSU16877 2017 -May -18 16:25:58 1256 Willow LHG - ENLo1 256 Willow LHG - E rup Calc • Mill Building laces E Page 3 wrightsoft Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 256 Willow LHG - E Date: 05/18/2017 By: LF/MC/BP 7225 Sandscove Court, Winter Parc, FL 32792 Phone: (407) 629 - 6920 Fax. (407) 629. 9307 Web www.OneStopCooling.com License. CAC032444 1 Room name MBED MWIC 2 Exposed wall 30.5 It 7.0 It 3 Room height 8.0 It heal/cool 8.0 it heaUcool 4 Room dimensions 15.0 x 15.5 It 7.0 x 125 1t 5 Room area 232.5 ft= 87.5 112 Ty Construction U -value Or HTM Area (tl2) Load Area (ftp Load number BtuWIIZ'F) BtuIVfIq or perimeter (It) Btuh) or perimeter (II) Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W/ 12C-Osw 0.091 ne 2.38 2.41 0 0 0 0 0 0 0 0 G 4A5.2ov 0.340 no 8.87 23.74 0 0 0 0 0 0 0 0 W 13A4ocs 0.143 no 3.73 2.90 0 0 0 0 0 0 0 0 12C-Osw 0.091 se 2.38 2.41 124 109 260 263 0 0 0 0 1 1 4A5-2ov 0.340 se 887 22.69 15 2 129 331 0 0 0 0 4A5.2ov 0.340 se 8.87 22.69 0 0 0 0 0 0 0 0 485-21v 0.310 se 8.09 20.49 0 0 0 0 0 0 0 0 13A-4ocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 10D -v 0.340 se 8.87 14.77 0 0 0 0 0 0 0 0 4A5.2ov 0.340 se 8.87 24.37 0 0 0 0 0 0 0 0 YII 12C-Osw 0.091 sw 2.38 2.41 120 75 178 181 56 56 133 135 C 4A5.2ov 0.340 sw 8.87 2269 45 6 399 1021 0 0 0 0 13A-4ocs 0.143 sw 3.73 2.90 0 0 0 0. 0 0 0 0 10D•v 0.340 sw 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 nw 2.38 241 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 11DO 0.390 n 10.18 12.27 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 233 233 194 409 88 88 73 154 F 19A-Obscp 0.295 2.89 2.04 91 91 263 186 0 0 0 0 F 19C-19ascp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 17 36 Envelope loss/gain 1424 2373 206 252 12 a) Infiltration 578 209 133 48 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2002 3042 339 300 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2002 3042 339 300 15 Duct loads 191/0 53% 390 1618 19%1 53'/0 66 160 Total roorn bad 2392 4659405 460 Air required (cfm) 0 225 0 2211 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightt:sof " Right-Suile® Universal 2017 17 0 23 RSU16877 2017 -May -18 16:25:58 1 256 Willow LHG - E\Lol 256 Willow LHG . E.rup Calc . MJ8 Building laces E Page 4 wrightsoftt Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 256 Willow LHG - E Date: 05/18/2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax- (407) 629 - 9307 Web. www.OneStopCoohng corn Ucense- CAC032444 1 Room name LAUN MBTH 2 Exposed wall 0 If 11.0 It 3 Room height 8.0 it heal/cool 80 It heal/Cool 4 5 Room dimensions Room area 7.0 x 9.5 If 66.5 112 1.0 x 103 8 It 103.8 IF Ty Construction U -value Or HTM Area 011) Load Area (712) Load BtuWftz-'F) BluWtt2) or perimeter (it) Btuh) or perimeter (II) Btuh) Heal Cod Gross WP/S Heal Cool Gross N/P/S Heat Cool 6 VLC1210-0sw 0.091 ne 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov, 0.340 ne 8.87 23.74 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 Vh 12C-0sw 0.091 se 238 2.41 0 0 0 0 88 84 200 202 114A5-2ov 0.340 se 8.87 22.69 0 01 0 0 0 0 0 0 4A5.2ov 0.340 se 8.87 22.69 0 0 0 0 0 0 0 0 4B5 -21v 0.310 se 8.09 20.49 0 0 0 0 4 1 32 82 V/ 13A-4ocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 10D -v 0.340 se 8.87 14.77 0 0 0 0 0 0 0 0 L _ rG 4A5.2ov 0.340 se 8.87 24.37 0 0 0 0 0 0 0 0 W/ 12C-0sw 0.091 sw 2.38 2.41 0 0 0 0 0 0 0 0 C 4A5.2ov 0.340 sw 8.87 22.69 0 0 0 0 0 0 0 0 Vh13A-4ocs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 10D -v 0.340 sw 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 nw 2.38 2.41 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.18 12.27 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 67 67 56 117 104 104 87 182 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 4 4 11 8 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A4pm 1.180 1 30.80 0.00 0 0 0 0 0 0 0 0 t 1 i 61 c) AED excursion 1-67 5 Envelope losstgain 56 50 329 469 12 a) Infiltration 0 0 208 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appl ances/other 500 1 0 Subtotal (lines 6 to 13) 56 5501 538 544 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 9 17 0 0 14 Subtotal 64 567 538 544 15 Duct bads 191/0 53% 13 301 19% 53% 105 289 Total room bad 77 868 643 834 Air required (ctm) 0 42 0 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Aft- Fkwrightsoflt- 2017 -May -18 16.25 58 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 5 t 256 Willow LHG - E\Lot 256 Willow LHG - E.rup Calc - MJ8 Building laces: E wrightsoft- Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 256 Willow LHG - E Date: 05/18/2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax- (407) 629 - 9307 Web- www.OneSiopCooling.com Ucense: CAC032444 1 Room name MTOI WIC2 2 Exposed wall 0 it 14.0 it 3 Room height 8.0 it heal/cool 8.0 it heat/cool 4 Room dimensions 6.5 x 3.5 it 5.0 x 9.0 It 5 Room area 22.8 Ilz 45.0 its Ty Construction U -value , Or HTM Area (itv) Load Area (1ti!) Load number B1uWft2-°F) BtuWft) or perimeter (ti) Btuh) or perimeter (fl) Btuh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heat Codr 6 Vt 12C-0sw 0.091 no 2.38 2.41 0 0 0 0 40 40 95 96 G 4A5-2ov 0.340 ne 8.87 23.74 0 0 0 0 0 0 0 0 W 13A-,4ocs 0.143 no 3.73 2.90 0 0 0 0 0 0 0 0 12C-0sw 0.091 se 2.38 2.41 0 0 0 0 72 72 171 173 11 4A5.2ov 0.340 se 8.87 22.69 0 0 0 0 0 0 0 0 4A5.2ov 0.340 se 8.87 22.69 0 0 0 0 0 0 0 0 4B5.21v 0.310 se 8.09 20.49 0 0 0 0 0 0 0 0 13A-4ocs 0.143 se 373 290 0 0 0 0 0 0 0 0 10D -v 0.340 se 8.87 14 77 0 0 0 0 0 0 0 0 4A5.2ov 0 340 se 8.87 24.37 0 0 0 0 0 0 0 0 Vy 12C-0sw 0.091 sw 2.38 241 0 0 0 0 0 0 0 0 G 4A5.2ov 0.340 sw 8.87 22.69 0 0 0 0 0 0 0 0 VL113A flocs 0.143 sw 373 2.90 0 0 0 0 0 0 0 0 1OD-v 0.340 sw 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 nw 2.38 2.41 0 0 0 0 0 0 0 0 PI 12C-Osw 0.091 2.36 1.51 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.18 12.27 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 23 23 19 40 45 45 38 79 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19mcp 0.049 0.44 0.31 0 0 0 0 45 45 20 14 F 22A-Ipm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 r t I 61 c) AED excursion 1 4 1-50 Envelope loss/gain 19 36 324 313 12 a) Infiltration 0 0 265 96 ventilationb) Room ven 0 0 0 0 13 Internal gams: Occupahts @ 230 0 0 0 0 Appliances/other 0 0 Sublotal (lines 6 to 13) r 19 36 589 409 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 00 0 14 subtotal 19 36 589 409 15 Duct bads 19% 531Ya 4 19 191/6 53% 115 217 Total room bad 23 55 703 626 Air required (cim) 0 3 1 1 0 30 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017 -May -18 16:25 58 ARight-Suite® Universal 2017 17.0.23 RSU16877 I Page 6 t 256 Willow LHG - E\Lot 256 Willow LHG - E.rup Calc = MJ8 Building faces E wrightsoftt Right -J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 256 Willow LHG - E Date: 05/18/2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.0neStopCooling.com License CAC032444 1 Room name BED3 WIC3 2 Exposed wall 18.0 it 5.0 it 3 Room height 8.0 it heal/Cool 8.0 1t heat/cool 4 Room dimensions 1 12.0 x 12.0 It 5.0 x 9.0 It 5 Room area , 144.0 Its 45.0 W Ty Construction U -value Or HTM Area (ft2) Load Area (111) Load number BtuMlt= •F) r Btu1 ttq or perimeter (it) Bt h) or perimeter (it) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat CodI 6 Vj! 12C-Osw 0.091 no 2.38 2.41 96 66 157 159 40 40 95 96 I -G 4A5.2ov 0.340 ne 8.87 23.74 30 0 266 712 0 0 0 0 W 13A-4ocs 0.143 no 3.73 2.90 0 0 0 0 0 0 0 0 12C-0sw 0.091 se 2.38 2.41 24 24 57 58 0 0 0 0 11 G 4A5.2ov 0.340 se 8.87 22.69 0 0 0 0 0 0 0 0 4A5-2ov 0.340 se 8.87 22.69 0 0 0 0 0 0 0 0 II- G 4B5 -21v 0.310 se 8.09 20.49 0 0 0 0 0 0 0 0 v 13A-4ocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 I 10D -v 0.340 se 8.87 14.77 0 0 0 0 0 0 0 0 Gj 4A5.2ov 0.340 se 8.87 24.37 0 0 0 0 0 0 0 0 It 12C-Osw 0.091 sw 2.38 2.41 0 0 0 0 0 0 0 0 C 4A5.2ov 0.340 sw 8.87 22.69 0 0 0 0 0 0 0 0 yyll 13A-4ocs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 I --C 10D -v 0.340 sw 8.87 7.73 0 0 0 0 0 0 0 0 L- G 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 nw, 2.38 2.41 24 24 57 58 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 L -D 11 D0 0.390 n 10.18 12.27 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 144 144 120 253 45 45 38 79 F 19A-Obscp 0.295 2.89 2.04 12 12 35 24 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 132 132 59 41 45 45 20 14 F 22A -fpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 3 24 Envelope loss/gain 750 1308 153 165 12 a) Infiltration 341 123 95 34 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1091 1661 247 199 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1091 1661 247 199 15 Duct loads 191Y. 53% 213 884 19% 53% 48 106 Total room load 1304 2545 295 306 Air required (cim) 0 123 0 15 Calculatioris approved by ACCA to meet all requirements of Manual J 8th Ed. M - wrightsOfC Right-Suile® Universal 201717 0 23 RSU16877 2017 -May -18 16:25-58 eA. 1 256 Willow LHG - ENLot 256 Willow LHG - E.rup Calc - MJ8 Building faces: E 9 wrightsoft Right -J® Worksheet Job: Lot 256 Willow LHG - E Entire House Date: 05/18/2017 One Stop Cooling and Heating By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407)629-9307 Web: www.OneStopCooling com License CAC032444 1 Room name BTH2 T012 2 Exposed wall 0 It 0 It 3 Room height 8.0 It heat/cool 8.0 It heat/Cool 4 Room dmereiors 7.0 x 5.5 it 7.0 x 6.0 It 5 Room area 38.5 1? 42.0 112 Ty Construction U -value Or HTM Area (I12) Load Area (to Load number BluWft2-'F) Btuh/ft2) or perimeter (It) BI h) or perimeter (ft) Btuh) Heal Cod Gross WP/S Heat Cod Gross WP/S Heat Cool 6 Vy 12C-0sw 0.091 no 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 rte 8.87 23.74 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 V[ 12C•Osw 0.091 se 238 2.41 0 0 0 0 0 0 0 0 11 4A5.2ov 0.340 se 8.87 22.69 0 0 0 0 0 0 0 0 4A5.2ov 0.340 se 8.87 22.69 0 0 0 0 0 0 0 0 4B5 -21v 0.310 se 8.09 20.49 0 0 0 0 0 0 0 0 13A-4ocs 0.143 se 373 2.90 0 0 0 0 0 0 0 0 101)-v 0.340 se 887 14.77 0 0 0 0 0 0 0 0 4A5.2ov 0.340 se 887 24.37 0 0 0 0 0 0 0 0 t-- 1112C- 0sw 0.091 sw 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 22.69 0 0 0 0 0 0 0 0 Vh13A•4ocs 0.143 sw 373 2.90 0 r 0 0 0 0 0 0 0 10D -v 0.340 sw 887 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 rrw 2.38 2.41 0 0 0 0 0 0 0 0 P1 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 11D0 0.390 n 10.18 12.27 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 084 1.76 39 39 32 68 42 42 35 74 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 39 39 17 12 20 20 9 6 F 22A4pm 1.180 3080 0.00 0 0 0 0 0 0 0 0 f 6 c) AED excursion 9 9 Envelope loss gain 49 71 44 71 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 49 71 44 71 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 9 17 14 Subtotal 49 71 53 8B 15 Duct bads 191Y0 5396 10 38 1996 1 10 47 Total room bad 59 109 63 135 Air required (clm) 0 5 0 6 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightteaft" Right -Suite® Universal 2017 17 0 23 RSU16877 2017 -May -18 1 Page 8 1 256 Willow LHG - Mot 256 Willow LHG - E rup Calc . MJ8 Building faces. E wrightsoft• Right -J® Worksheet Job: Lot 256 Willow LHG - E Entire House Date: 05/18/2017 One Stop Cooling and Heating By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407)629-6920 Fax. (407) 629 - 9307 Web- www OneStopCooling corn License: CAC032444 1 Room name BED2 LOFT 2 Exposed wall 11.5 it 11.0 It 3 Room height 8.0 it heal/cool 8.0 It heat/cool 4 Room dimensions 11.5 x 11.5 it 1.0 x 290.3 It 5 Room area 132.3 ftir 290 3 IF Ty Construction U -value Or HTM Area (112) Load Area (Ilz) Load number Btuhtft2°F) Btuh/Ilx) or perimeter (It) Btuh) or perimeter (It) Bluh) Heal Cod Gross N/P/S Heat Cod Gross NIP/S Heat Cod 6 V1l 12C-0sw 0.091 ne 2.38 2.41 0 0 0 0 0 0 0 0 C 4A5.2ov 0.340 ne 8.87 23.74 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 no 3.73 2.90 0 0 0 0 0 0 0 0 12C-0sw 0.091 se 2.38 2.41 92 77 183 185 88 73 173 176 11 4A5.2ov 0.340 se 8.87 2269 0 0 0 0 0 0 0 0 4A5.2ov 0.340 se 8.87 2269 15 2 133 340 15 2 133 340 485.21v 0.310 se 8.09 20.49 0 0 0 0 0 0 0 0 13A -flocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 IOD -v 0.340 se 8.87 14.77 0 0 0 0 0 0 0 0 4A5.2ov 0.340 se 8.87 24.37 0 0 0 0 0 0 0 0 IV 12C-0sw 0.091 sw 2.38 2.41 0 0 0 0 0 0 0 0 C 4A5.2ov 0.340 sw 8.87 22.69 0 0 0 0 0 0 0 0 vh13A flocs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 10D -v 0.340 sw 8.87 7.73 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 nw 238 2.41 0 0 0 0 0 0 0 0 PI 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 11DO 0.390 n 10.18 12.27 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 132 132 110 233 290 290 242 510 F ISA-0bscp 0.295 289 2.04 0 0 0 0 4 4 11 8 F 19C•19cscp 0.049 0.44 0.31 109 109 48 34 33 33 15 10 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 t 6 c) AED excursion 56 54 Envebpe loss/gain 475 848 574 1099 12 a) Irdiftratiun 218 79 208 75 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 693 1157 783 1174 Less extemal load 0 0 0 0 Less transfer, 0 0 0 0 Redistribution 0 0 34 64 14 Subtotal 693 1157 817 1238 151 Duct bads 19% 5396 135 615 19'k 53% 159 658 Total room bad 828 1772 1 976 1896 Air required (cfm) 10 85 0 91 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoTt- Right -Suite® Universal 2017 17 0 23 RSU16877 2017 -May -18 16.25:58 Page 9 1256 Willow LHG - E\Lot 256 Willow LHG - E.rup Calc . 101J8 Building faces E wrightsoft• Right -J® Worksheet Entire House One Stop Cooling and Heating 1 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Job: Lot 256 Willow LHG - E Date: 05/18/2017 By: LF/MC/BP Web: www OneStopCooling.com License- CAC032444 1 Room name STR2 2 Exposed wall 0 it 3 4 Room height l Room dimensions 8.0 If heal/cool 4.0 x 15.5 11 5 Room area 62.0 IV Ty Constriction U•value r Or HTM Area (119 Load Area Load number Btufdit;'F) BluW112) or perimeter (it) Btuh) or perimeter Heat Cod Gross WP/S Heat cod Gross N/P/S Heal Codt 6 1ql 12C-0sw 0.091 ne 2.38 2.41 0 0 0 0 C 4A5.2ov 0.340 no 8.87 23.74 0 0 0 0 W 13AAocs 0.143 ne 3.73 290 0 0 0 0 12C-0sw 0.091 se 2.38 2.41 0 0 0 0 11 4A5.2ov 0.340 se 8.87 22.69 0 0 0 0 4A5-2ov 0.340 se 8.87 2269 0 0 0 0 4B5 -2[v 0.310 se 8.09 20.49 0 0 0 0 13A-4ocs 0143 se 373 2.90 0 0 0 0 10D -v 0.340 se 887 14.77 0 0 0 0 4A5.2ov 0.340 se 8.87 24.37 0 0 0 0 W 12C-0sw 0 091 sw 2.38 2.41 0 0 0 0 L --C 4A5.2ov 0.340 sw 8.87 22.69 0 0 0 0 13A -flocs 0.143 sw 3.73 2.90 0 0 0 0 10D -v 0.340 sw 8.87 7.73 0 0 0 0 4A5.2ov 0.340 sw 8.87 2437 0 0 0 0 4A5.2ov 0.340 sw 8.87 2437 0 0 0 0 W 12C-0sw 0.091 nw 2.38 2.41 0 0 0 0 P 12C-Osw 0.091 238 1.51 0 0 0 0 11 DO 0.390 n 10.18 12.27 0 0 0 0 C 16B30ad 0.032 0.84 1.76 62 62 52 109 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 61 c) AED excursion 1-12 Envelope loss/gain 52 97 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 52 97 Less external load 0 0 Less transfer 0 0 Redistribution 52 97 14 Subtotal 0 0 15 Duct loads 1 1 53% 01 0 Total room bad 0 0 Air required (elm) 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighttsoTt-Right- 18 Universal 2017 17.0.23 RSU16877 ( 2017 May 18 Page 0 1 256 Willow LHG - E\Lot 256 Willow LHG - E.rup Calc - MJ8 Building laces: E Duct System Summarwrightsoftsy Job: Lot 256 Willow LHG - E Date: 05/18/2017 Entire House By: LF/MC/BP One Stop Cooling and Heating Diam in) 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629. 6920 Fax (407)629-9307 Web. www.OneStopCoofng.com License: CAC032444 Project• • For: Taylor Morrison Sanford, FL External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating a50 in H2O 0.16 in H2O 0.34 in H2O 0.258 / 0.082 in H2O 0.135 in/100ft 0 cfm Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.258 / 0.082 in H2O 0.135 in/100ft 1160 cfm 251 ft Supply Branch Detail Table Name Design Btuh) Htg Cf M) Clg Cf m) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 C 1772 0 85 0.148 6.0 Ox 0 VIFx 34.4 140.0 st3 BED3 C 2545 0 123 0.143 6.0 RA 0 VIFx 40.4 140.0 st3 BTI -12 c 109 0 5 0.146 4.0 Ox 0 VIFx 36.0 140.0 st3 CAFE C 1579 0 76 0.188 6.0 Ox 0 VIFx 16.8 120.0 st1 CAFE -A C 1579 0 76 0.180 6.0 Ox 0 VIFx 23.2 120.0 sti FAM C 3698 0 178 0.162 7.0 Ox 0 VIFx 33.7 125.0 st1 KIT C 2818 0 136 0.174 7.0 Ox 0 VIFx 23.4 125.0 st1 LAUN C 868 0 42 0.227 5.0 Ox 0 VIFx 8.4 105.0 st2 LOFT C 1896 0 91 0.143 7.0 Ox 0 VIFx 40.4 140.0 st3 MBED C 2330 0 112 0.195 7.0 Ox 0 VIFx 16.9 115.0 st2 MBED-A C 2330 0 112 0.204 7.0 Ox 0 VIFx 11.2 115.0 st2 MBTH C 834 1 0 40 0.184 4.0 Ox 0 VIFx 20.0 120.0 st2 MTOI C 55 0 3 0.200 4.0 Ox 0 VIFx 14.0 115.0 st2 MWIC C 460 0 22 0.305 4.0 Ox 0 VIFx 4.5 80.0 POU ' C 115 0 6 0.160 4.0 Ox 0 VIFx 36.2 125.0 st1 T012 c 135 0 6 0.144 4.0 Ox 0 VIFx 38.9 140.0 st3 WIC2 C 626 1 0 30 0.143 4.0 Ox 0 VIFx 45.5 135.0 st3 WIC3 1 c 306 0 15 0.135 4.0 Ox 0 VIFx 45.5 145.0 st3 Bold/Italic values have been manually overridden wri htsoft• 2017 -May -18 16 2600 r 9 Right -Suite® Universal 2017 17 0.23 RSU16877 Page 1 A ...1 256 Willow LHG - E\Lot 256 Willow LHG - E rup Calc - MJ8 Building faces: E Supply Trunk Detail Table wri htSofC 2017 -May -18 16 26 00 9 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 2 l 256 Willow LHG - E\Lol 256 Willow LHG - E.rup Calc - MJ8 Building faces: E Trunk Htg Clg Design Veloc Diam H x W Duct Stud/Joist Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 0 472 0.160 601 12.0 0 x 0 VinlFlx 0.163 s13 Peak AVF 0 356 0.135 454 12.0 0 x 0 VinlFlx st2 st2 Peak AVF 0 666 0.135 623 14.0 0 x 0 VinlFlx wri htSofC 2017 -May -18 16 26 00 9 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 2 l 256 Willow LHG - E\Lol 256 Willow LHG - E.rup Calc - MJ8 Building faces: E Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) ft) FR fpm) in) in) Opening (in) Mall Trunk rb2 Ox 0 0 366 50.5 0.163 671 10.0 Ox 0 VIFx rb1 Ox 0 0 794 61.0 0.135 569 16.0 Ox 0 VIFx wri htSofC 2017 -May -18 16 26 00 9 Right -Suite® Universal 2017 17.0.23 RSU16877 Page 2 l 256 Willow LHG - E\Lol 256 Willow LHG - E.rup Calc - MJ8 Building faces: E Static Pressure and Friction Rate Job: Lot 256 Willow LHG - E wrightsoft• Date: 05/18/2017 Entire House By: LF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License. CAC032444 For: Taylor Morrison Sanford, FL I Heating Heating Cooling irU100ft) in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses 29 0 Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 1 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Heating supply Return irU100ft) ft) ft) Measured length of run -out 16 26 Measured length of trunk 29 0 Equivalent length of fittings 145 35 Total length 190 61 Total effective length 251 Heating Cooling in/1001t) irU100ft) Supply Ducts 0.135 OK 0.135 OK Return Ducts 0.135 OK 0.135 OK 1 Fitting Equivalent LengthDetails Supply 4X=35, 11A=20, 11G=5, 11G=5, 11G=5, 11A=20, 11G=5, 1A=35, 11G=5, 11G=5, 11G=5: TotalEL=145 Return 6M=20, 5E1=10, 11G=5: TotalEL=35 I A + wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU16877 1 256 Willow LHG - E\Lot 256 Willow LHG - E rup Calc - MJB Building laces: E I ( t 2017 -May -18 16:26 00 Page 1 ECEIVE JUL 1 1 2011 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I"/- 1741 Documented Construction Value: $..35'06 Job Address: 219 14ecA4 j&eoo.&.. C'iKei.,:i X v7 ,2,,5r Historic District: Yes NoX Parcel ID: _ Residentialkj Commercial Type of Work: New N Addition Alteration Repair Demo Change of Use Move Description of Work: L e'c _fit' i c.. /_S7e) i" s Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information I jame a,u cfr-fYbrr zc,.•Norznn Phone: 4tr-1 CoA9 -Cdo "'l'"7 Street: cZ) v06 L43: rn Lu c:, e_'-, for- Via' Resident of property? .ACO City, State Zip:_MC, +1Q- 0d M_ 3 isl Contractor Information; Name ,,l' A to l.e,.-Ej ¢-<t?,i ca A Sz•y Lc2 mac; Phone:. !AM- '6 1 cA - lid D Street: a 153 ¢n,; e.r . i1,c> c'3 Fax: 4M V a - n n % City, State Zile: Qr-1 o.- d a rL- State License No. I;Cmc)O 5M Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: MARNING•TO.OWNER: YOUR FAILURE.TO RECORD. A NO33CF. OF COM}MENCEMEIVT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NUTICE OF COMMENCEMENT MUSE '8*9 RECORDED AND POSTED ON T919 70R 'SrTE -BEFORE TAE FIRST INSPECTION. IF YOU INTEND TO- OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE • OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate pei=it must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: SO Edition (2014) Florida Building Code A NO CE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based'on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction- value, credit will be applied to your permit foes when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance_with all applicable laws regulating• construction and zoning. Signature of Owner/Agult Date Print OwncdAgcnt's Name Signatnrq of Notary state of Florida ' Dato Owner/Agent is Personally Known to Me or Produced ID , Type of ID Signature of Contractor/Agent Date Print the todAgcat'J e U si e wrn "•. `/ KARENHUGHES 1 • Notary PUEI¢ - State Of Florid, Commissron 1 GG 069968 ' My Omm. Expires Mar 26, 2021 Bon tMou9ANxUq:aIMOHryAssn. Contractor/Aicnt is _, /Persolially Known to Me.or Produced IDType of ID BELOW IS FOR OFFICE USE. ONLY Permits Required: Building Electrical Mechanical Plumbing(] Gas Roof [I Construction Type: Occupancy Use: ' Flood Zone: Total Sq Ft ofBldg: ,,! Min. Occupancy Load: # of Stories: 2.St'.o .1 d.nY+'oa . a. L C' aid New Construction: Electric - # of Amps__/Sd S Flu mbing - # of Futures Fire Sprinkle; Permit:.'Ycs NoQ " # ofHoods Fire Alarm Permit: YesE] No APPROVALS: ZONING: ' _ UTILITIES: WASTE WATER: ENGINEERING: FIRE: r' BUILDING:_ _ _ COMMNTS: i TAbV\)660QKE ti1f'Y n%9 CITY OF SANFORD t BUILDING & FIRE PREVENTIONy a:§VaR''y' PERMIT APPLICATION AA YA I licahon No: rl — 3y Documented Const r`t-ction Value: $ 5 a5.00 W 15 FIXTui2E' Job Address: OZRD 1AERR1 BkOK U12C. E Historic District: Yes No Parcel 15 t1X-iVm ' Residential Sf Commercial Type of Work: New E9 Addition Alteration Repair Dcmo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: 1 AProperty Owner Information Name J)ANUSIR MO&fel Phone: Street: City, State Zip: Title: Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2045 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: CFC1426562 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR .IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and Installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction 1 understand that, a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application nod the code in effect as of that dttte:.5111 Edition (2014) Fluridn Building Code Reviscd: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. I The City of Sanford requires payment of a plan review lee at the time of permit submittal. A copy of the eitecuted contract Is required in order to calculate a plan review charge and will be considered the estimated construction value of the fob at the lime of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT': 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. l Signature of O\vner/Agent Date Signature of Cont for/Agent to T Ai y I'1APAPF-ty Print Owner/Agent's Name Print Contractor/Agent's Name r``\\\\\\L111111IIIllI!!//, i Si naturepf Nota State of Florida Date Si azure of Nota State of Florida D toIt7'• Bn Notary -State a^\" 'SAlt y •q/// tri 7 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally KK Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[:] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Flood Zone: ' of Stories: Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS ZONING: UTILITIES. WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: Junc 30, 2015 ` Permit Applicntinn j r CITY OF SANFORD 17 BUILDING & FIRE PREVENTION PERMIT APPLICATION BY: Application No: Documented Construction Value: Is PIAT Job Address: oZay M EMY 8ftK CIRC-LEHistoric District: Yes No Parcel IS PL MRES Residential [f Commercial Type of Work: New E9 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name TA\1 L0KZ KDkKISON Phone: Street: Resident of property? City, State Zip: r Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2045 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/Engineer Information Name: Phone: Street: Fax:. City, St, Zip: E-mail: Bonding Company:. Mortgage Lender: Address: ' Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COKMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a pennit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanics,'and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that dale: 5i1 Edition (2014) Florida Building Code Revised- Jonc 30, 2015 Permit Application NOTICE: In addition to the'requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state, agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy ,of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit.fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructs and zoning. Signature of Owner/Agent Date Signature of co-for/Agent to Print 0%%mer/Agent's Name Signature of Notary -State of Florida Date 760 IrAM Att-Y Print Contractor/Aeent's Name . of Notary -State of Florida h/ iE LSU Q 0'rA C2 EXPIRES GEORGIA Jl:?JE 8, 2020 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Knowrij, Produced ID Typc of ID Produced 1D Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy use: l Total Sq Tt of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS. ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: FIRE: WASTE WATER: BUILDING: Revised- June 30, 2015 - Permit Application 4 Q CITY OF SANFORD BUILDING & FIRE PREVENTION JUL PERMIT APPLICATION BY• Application No: T%' 3 Documented Construction Value: SS-ga5.00 W/ IS PIXTvRE'S Job Address: 09T KERRY Ia1U0K CIRCLE Historic District: Yes No Parcel ID:jHEANMOKE 1%t5 L X- I S VLK7VRES ' Residential Rr Commercial Type of Work: New Rr Addition Alteration Repair Demo Change of Use Move Description of Work, NEW RESIDENTIAL PLUMBING i Plan Review Contact Person: Title: Phone: t Fax: Email: Property Owner Information Name 6\/ LCK R09KI SON Phone: Street: City, State Zip: Resident of property? : t Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2045 Street: 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON, GA 30126 Fax: (770) 941-9522 State'License No.: CFC1426562 Architect/Engineer Information Name: Phone: Street: Fax: I City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE, OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TIME FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ,ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks; and air conditioners, etc. I FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that dale: 5'^ Edition (2014) Florida Building Code Revised. lune 30, 2015 ' Permit Application 1: NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records.of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract Is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be:applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: T certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio and zoning. I PQP –4ax #'—wo Signature ofOwncr/Agent Date Signature ofContr or/Agent to lT AAL / Print Owner/Agent's Name Prim Contractor/Agent's Name tptNummnnp 1.Sf N Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced -ID Type of ID Signature or Notary -State of Florida T)aR EXPIRES GEORGIA i'UNE o. 2020 Contractor/Agent is Personally Produced ID Type of ID _ BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads t APPROVALS: ZONING: COMMENTS: ENGINEERING: 11 UTILITIES: FIRE: Plumbing[] Gas[] Roof Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application- D•N: 1HONVISA00KE CITY OF SANFORD BUILDING & FIRE PREVENTION PERMITPERMIT APPLICATION App j Documented Construction Value: F/ mwez lob Address: 30oZ IVE-W y r&0K oXc_LF Historic District: Yes No Parcel 1D: N0gVjyOoKF #a5a X /5- IXTi/XfS A Residential Ef Commercial Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: . Fax: Email: Property Owner Information Name Phone: Street. City, State Zip: Title: Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2045 Street: 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON, GA 30126 Name: Street: City, St, Zip: Fax: (770) 941-9522 State License No.: CFC1426562 Arch itecUEngineer Information Phone: Fax: E-mail: Bonding Company: Mortgage Lender: Address- Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FISC 105.3 Shall be inscribed with the date of application and [tic code in effect its of that date: 5'b Edition (2014) Florida Building Code Revised: June 30. 2015 ' Permit Application .. NICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. I Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed) contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with 411 applicable laws regulating construct*rand zonin . J. PQJ,VI /;x Signature.ofOwner/Agent Date Signature of Con for/Agent to V)( I`t 9416AE, y Print Owner/Agent's Name Print Contractor/Agent's Name 0`\`StOtN/ r/ r '9r Signature of Notary -Store of Florida Date Signature of Notary -State of Florida 4F Dao r/rF CP1RE G D G g Y g YOwner/Agentent is Personal) Known to Me or Contractor/Agentent is Personal) Known tt`lt vl e1 Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zoue: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbiug - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alnrm Permit: Yes No APPROVALS: ZONING: i UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30. 2013 Permit Application D•N: 1Ha<NAK00 x CITY OF SANFORD JU BUILDING '& FIRE PREVENTION PERMIT APPLICATION BYApplication N.: ! - — r7 3 9 Documented Construction Value: $Y3R5•CQ !-lizis PIXTWES Job Address: 30(o /yeexy 'Voox agcze- Historic District: Yes No Parcel ID:_} 0/l/1 -6k0DKE __ta s3 *_1 /S FlxTvRES 'X_ Residential Sf Commercial Type of Work: New g Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: . Phone: Fax: Email: Property Owner Information Name YLUl %SID/SON Phone: Street: Resident of property? City, State Zip: I Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2045 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/Engineer Information 1 Name: ' Phone: Street: ' City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COKNIENCEMENT MAY RESULT IN YOIJR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE. RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. '1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to lncet standards of all laws regulating construction in this jurisdiction. I understand that a separate perinit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with lite date of application send the code in erfecl its of that do1c:.5't' Edition (2014) Florida Building Code Revised' June 30, 2013 W Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthis county, and there may be additional permits required from other governmental entities such as water management districts, state agencies; or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructs n and zoning. t 7AX Signature urOwner/Agent Date Signature of co ctor/Agent ate Print Owner/Agent's Nante Signature of Notary -Stale of Florida Date Owner/Agent is Personally, Known to Me or Produced.ID 'Type of 1D Print Contiactor/Agent's Name Signature orNotary-State of Florida Date Q ' cr, GF()FOIA 2.0211 Contractor/Agent is Personally Know n' LGO Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New -Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - #.of Fixtures, Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 311, 2013 Penmt Application SUBDIVISION: LOT #: 0_251/ CITY OF SANFORD L'DING & FIRE PREVENTION o PERMIT APPLICATION JULF. A lica0t on 1 1 % 7- r% I BY P JCI Documented Construction Value: S 5) "Qs a0 W115_ FdICT4Ki Job Address: 310 'lw y MOOC CIRCLE Historic District: Yes No Parcel ID:,J1f0RIVWMKf 7 Sy W IS PUC jURES x Residential [r Commercial Type of Work: New E9 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name YLOK IYOieNSON Phone: Street:. City, State Zip: Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: 1770) 941-5421 x 2045 Street: 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON, GA 30126 Name: Street: City, St, Zip: Bonding Company: Address: Fax: (770) 941-9522 State License No.: CFC1426562 Arch itect/EngIneer Information Phone: Fax: E-mail: Mortgage Lender:, Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO. YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, Wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the dote oraloicaiion and the code in effect as of that date: S'b Edition (2014) Florida Building Code Revised. June 30, 2015 Pemul Apphention t NOTICE- In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies; or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal A copy of the executed contract is required In order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured offthe executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructs and zoning. Signature of Owner/Agent Dale Signature of Cont for/Agent rte Print Owner/Agent's Name Print Contractor/Agent's Name I I Signature )rNotary-Slate of Florida Date Owner/Agent is Produced ID _ Personally Known to Me or Type of ID Permits Required: Construction Type: of Florida Contractor/Agent is Personally Known Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY EXPIRES GEORGIA JUNE 8, 2020 Building Electrical Mechanical Plumbing Gas Roof Occupancy Use: Flood Zone: Total -Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads 1 APPROVALS: ZONING: ENGINEERING: COMMENTS: I Revised' lune 30.2015 UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Permit Application SUBDIVISION:/ G // t • CITY OF SANFORD BUILDING & FIRE PREVENTION JUL 10 2017 PERMIT APPLICATION bY: Appliatitin No: —!'140 Documented Construction Value: $ Sgas 00 til 1 s FXTukTS Job Address: 31Y 1 EOV 13+`lit K .C1XcLL- Historic District: Yes No Parcel #?55 —* 1J PARUkES X Residential Commercial Type of Work: New Rr Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: t Property Owner Information Name JAYLOIe AWSOAl Phone: Street: City, State Zip: Title: Resident ofproperty? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2045 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/Engineer Information Name: Street: City, St, Zip: I Bonding Company: Address: Phone: Fax: E-mail: _ Mortgage Lender: Address: 1YARNINd -1'0 OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 'IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMNIENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that n separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks,,and air conditioners, etc. FISC 105.3 Shall be inscribed with 11 e date or application and the code in erred as or That dale: 5"1 Edition (101 a) Florida Building Code Revised June 30, 2015 Permit Application t NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time ot'permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in'ef ect at the time the permit is issued, in accordance with local' ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will he done in compliance with all applicable laws regulating construction and zoning. Signature ofOwner/Agent t Date Signature of Cunt or/Agent le Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced I? Type of ID ior/y / W11y Print Contractor/Agent's a , , `\```\`\ 4Sw of Notary -Corte of Florida ate EXPIRES GEORGIA 2020 Contractor/Agent is Personally Known Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: I Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Spripkler Permit: Ycs No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revisrd: June 30, 2015 1 Pcrmit Application Ztt CITY OF SANFORD B IILDING & FIRE PREVENTION BY PERMIT APPLICATION Application No: %— -7 L Documented Construction Value: S,'Te S 00 iV !S YX7WS I Job Address: SICK RW yOX CCE Historic, District: Yes No Parcel ID: /JtJ{r"J &OKE ` joPS(P /S AXX7VREs W _ Residential [r Commercial Type of Work: New E9 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING l Plan Review Contact Person: Phone: Fax: Email: t Property Owner Information Name yLDK 1'f001 sml. Phone: Street: City, State Zip: Title: Resident of property? : I Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2045 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 . Name: Street: ' City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILIIRE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR UMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the,work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed -tvith lite date of application and the code in effect as of that date: 5`a Edition (1014) Florida Building Code Revised. June 30, 2015 Permit Application F4&]CEj, In addition to the requirements of this permit, there may be additional restrictions applicable to this property- that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notity the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The acttial construction value will be figured based on the current TCC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construe ' wand zomp . J 6 - Signature urOwner/Agent Date Signature of Contra for/Agent e,i%te Print 0%-mer/Agent's Name Signature of Notary -Slate of Florida IDate Ao/y IIYAMrF46Y Pont Contractor/Agent's Name00, ttpuunnulp1, tgnature of Notary -State of Florida Date =' `FxptpswS tr (3FORGIA 2020 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known" ,0, Produced 1D Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building.[] Electrical Mechanical Plumbing Gas[] Root Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Mitt. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: I COMMENTS: UTILITIES. FIRE: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised- June 30, 2013 Permit Application ES r. 1 JUL 1 0 2017 ' , CITY OF SANFORD BUILDING & FIRE PREVENTION L BY: + PERMIT APPLICATION Application No: Documented Construction Value: S .25 Job Address: r Chi U /o Historic District: Yes NON Parcel ID: Residential Commercial Type of Work. New R Addition Alteration Repair Demo Change of Use Move Description of Work: k'( -'A-;7 c. t-,,'C_. X d Awl 415 Plan Review Contact Person: . Title: Phone: Fax: Email: Property Owner Information Name_,uAc&-fYbrriszn, 44or,nnLr. Phone: 40,1 CoA9-00'l'i Street: oOroC)C) LcaiA 6 r7i i)c %t4 -moo Resident of property? : v ' City, State Zip:F(_ 32-151 Contractor Information; Name X1) tJ I eA -E.I e-cke,i ga j-qkst mac= Phone: !Acre %1 Gk - F6cl Flo Street: a 153 Iz_c e,3 Fax: 4M City, State Zip:- QrA S n d b rL- -51$C9 State License No.: E_cp 50(9 Architect/Engineer Information .- Name: Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: VARNIENG•TO.OWNER: YOUR FAILURLT..O. RECORD. A NO.TIC9 OF COIYIIVIENCLMIMT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST .IIIE ' - RECOItDEU AND POSTED oN TItE )08 SITE _80ORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that- all work will be performed to meet -standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. a •..c.w *tip a.t...f anoiiralion and the code in effect as of that date: S'" Edition (7011) Florida Building Code I NO— Tom: In addition to the'requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements ofFlorida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in otder to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based'on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating• construction and zoning. Signature ofOwner/Agent Date Signatortor/AgenttefCnha a — spa&A, Print OwnWAgant's Name r Pint C ImotodAgeat's am Yr SignaturQ of Piotary-Stab ifFlorida Dat* i MEN HUGHES r • .Neu Public-SlateofFlodda Commissiona6GVA88 a RJ• My CommExplrKMar16,2011 fbndedtluoughM Gon INoNryAssn. owner%Agee# is' Personally Known to Me or Coalractor/Agentis Personally Known to Me -of Produced ID _, Type of ID ProducedID Type of ID BELOW IS FOR OFFICE USE - ONLY Permits Required: Building [] Electricals Mechanical Plutnbing0 Construction Type: Occupancy Use: ' Gas[] Roof Flood Zone: — Total Sq Ft ofBldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps /5U _ _ Pb robing - # of Fixtures Fire Sprinkler Permit:. Yes No # of -Roads Fire Alarm Permit. Yes[] No D APPROVALS: ZONING: ' -_UTILITIES: WASTE WATER. — AAAA.. .. .. • ENGINEERING: 'FIRE: • BUILDING- COMMENTS:- JUL 10 2017 1 CITY OF SANFORD BY` BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / i- /1.4 Y Documented Construction Value; $ 3 91y Job Address: r ° vi RSO Historic District: Yes No) j fwR .,UvK J hs, c , Parcel 11): / ResidentialZ Commercial Type of Work: New 9 Addition Alteration Repair Demo Change of Use MoveD. Description of Work: «mfr; /'c- /S'y 4'A5 r Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name m.ca cir(Ytix ri z, lorvvvs Phone: 4cri rpA9 -op `Iq 1 Street: acr,,co , rU4 Li Can n r _ © Resident of property? : ro City, State Zip:, aAox:,1 . I_ 32351 Contractor Information; Name X11 t) lti--I e_c_+ei caA _q &nck& Phone: Yd^7 101-1 a o" Street: a 153 Fax: 4M X a - `l 1-t 1 City; State Zip:- 00-10 t e, FL State License F-CfX720 594 Architect/Engineer information Name: Phone: Street: City, St, Zip: Bonding Company: Address: ' Fax: E-mail: Mortgage Lender: Address: WARNING-TO.OWNER: YOUR FAILURE.TO RECORD. A NQ]nCE OF COMMENCEME!1T MAY RESULT IlY YOUR PAYING -TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST W - RECORDEU AND POSTED ON. TME 70B -SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND To- OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as -indicated. i certify that no work or installation has commenced prior to the issuance of a permit and that. all work will be performed to meet -standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be. additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements ofFlorida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based'on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating. construction and zoning. Signature of Owner/Agent Date Print o"cdAgml's Name Signaturo of Notary -State bfFlorida Date I Ownerr'A.gerit is Personally Known fo Me or Produced ID , Type of ID 7 Signature of Contractor Agcit' Date Print QontraetodAgeat i Name 14117 iW "• J KAREN HUGHES tary public - Stat! of FloridaN. CommlSsionXGGe6g8B8 a ,e ,i .1Ylyt:omm. Ex0lej Mar 16, Ml tt ro ANrronal9 Motarylgyn• • Contractor/Agent is — ZiNrsonally Known to Me -or Produced ID, Type of ID BELOW IS FOR OFFICE USE. ONLY Permits Required: Building Electricals Mcchaniaal [] Plumbing Gaso Roof[] Construction Type. Occupancy Use. Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load:. # of Stories: . Ls ---r agv New Construction: Electric - # of Amps - 152) _ Plumbing - # of Fixtures -_ Fire Sprinkle; Permit:. Yes No [J # of.Heads _ Fire Alarm Permit: Yes No APPROVALS: ZONING. ' .._._UTILITIES: WASTE WATER:. ENGINEERING: FIRE: BUILDING. COMMENTS:. — CITY OF SANFORD JUL 10 2017 1 ,. BUILDING & FIRE PREVENTION PERMIT APPLICATION BY: Application No: /'%- /-77 Documented Construction Value: S .J rle7C Job Address: "? A > - h k. , 1c `- v r I / Historic District: Yes No Parcel ID: Residential Z Commercial Type of Work: New N Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Ids--in n44onos Phone: 4on tDAA -00 "1'1 Street: afoOp 1'e Lm c oi- SL Resident of property? : X0 City, State Zip:, MalgI'U 3LO51 Contractor Information. Name Xfi c_114,_Ef gsAe.,t_ ' g a.2 1c& Yn!c Phone: 9M Street: a 153 `; jp,r-. r11_4c> u3 Fax: ym `810`1-'1111 City, State Ziff: Or. -1 v,-, d b FL- -5*%09 State License—No.: Eck Sal) Architect/Engineer lnformatidn Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING{TO.OWNER: YOUR FAILURLT..O. RECORD A NO -11 F, OF 1QOIVIIV1fENCEME VT MAY RESULTIN YOUR _ PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST .a9 ' RECORDED AND POMD ON TOP. )OR SI'Z'E -BEFORE THE FIRST INSPECTION. IF YOU INTEND TO, OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FiRr 105.3 .9ha11 he inscribed with the dale of application and the code in effect as of the tdate: 51" Edition (2014) Florida Building Code 4 NCM: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based'on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating• construction and zoning. Signature of Owner/Agerft Date Signature of Contractor/Agen ate Print Owner/xphvi Name Pilot tractodAgea 's Name IA -1 / /1 SignaturgofNoary-State ofFlortda Date t twt t o' to KAREN HUGHES Notary Pudic - State of Florida Commission t GG 069888 MyComm. Exores Mar 264 2021 handed thragh NADO I Notary Atm. Owner/Agent is Personally Known to Me or Contractor/Agentis Persona y o to Me -or Produced ID Type of ID Produced ID Type of ID - T BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical [IPluMbing0 Gas RoofEl Construction Type: Occupancy Use: ' Flood Zone: Total Sq Ft ofBldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps /-5*V _ Plumbing - # of Fizt6res Fire Sprinklex Permit:.•Yes No # of Hoods _ Fire Alarm Permit: Yes[] No APPROVALS: ZONING: UTILITIES: WASTE WATER:.. ENGINEERING: FIRE: BUILDING: COMMENTS: • CITY OF SANFORD JUL 10 2017 1 BUILDING & FIRE PREVENTION BY: L PERMIT APPLICATION Application No: 17 - 1'73 7 Documented Construction Value: S Job Address:.Z- ir eLe c y-, s1 Historic District: Yes No)q Parcel ID: Residential Commercial Type of Work: New K Addition Alteration Repair Demo Change of Use Move Description of Work:c=rZi c: /''i 1 p r Plan Review Contact Person: Title: Phone: Fax: Email: i Property Owner Information Name--Exulabr r i x -r i ltt , 4 CTY_ Phone: 4M Co a9 - 00 "1 q Street: Qroco Lr eU4 ; tan 6c Z -Az Resident "of property? : ,,AfO City, State Zip: -Ma,. 41ourrl IU 3R -1S1 Contractor Information Name .M t) Izv-El e—c e–i egj ..., c`_ Phone: LIcri %I alt – iia owl ^ Street: r73 ` r;.2.r-. RX:1 U.3 Fax: 4(11 1 ori -`1111 City, State Zips: Qr1 m. x d i3 rL-- - Stale License No.:. _E•CJDC x:X;? y Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING -TOOi'VrTER: YOUR FAILURE T.O. RECORD A NpJ ICI; OF GOMNIENCEMfiN)r MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENC)fk&T MUST 131 ' RECORDED AND POSTER 014'M JOB SI`Z'E "BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN - FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. a. NP-=: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be. additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that J will notify the owner of the property of the requirements ofFlorida Lien Law, FS M. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based'on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws. regulating.construction and zoning. Fire Sprinkle; Permit: YcS No -Q i4 Hcads Fire Alarm Permit: Yes C1 No D APPROVALS; ZONING: ----MILITIES: WASTE WATER:. ENGINEERING: FIRE: BUILDIIVG: COMMENTS: Signature of OwnedAgerit Date ign&We of ContmAor/Agent Print O - wnerlAgent's Name Pont Co etorlAgcat'a ame ' Signature ofNotary-stats of Florida Date S a e f A to of lorida Deto KAREN HUGHESr opry AiMic - Srate or Flaida Cemmi$00nIGGp6988a dos Myrid '. Canm Expires Mar 16101 t v dUn Owner/Agent is' Personally KnOWD to Me or Contras or a M to Me -or Produced ID ,' Type of ID - Produced ID Type of ID BELOW IS' FOR OFFICE USE ONLY PeriuitsRequired: Building[] Electrical J MechatucaI Plumbing[] Gas[] Roof Construction Type: Occupancy Use: ' FIood. Zone: Total Sq Ft ofBldg: Min. Occupancy Load: # of Stories: a ...nom 8;', H New Construction: Electric - # of Amps /•S d 4-P4& Plumbing - # of FIxtures Fire Sprinkle; Permit: YcS No -Q i4 Hcads Fire Alarm Permit: Yes C1 No D APPROVALS; ZONING: ----MILITIES: WASTE WATER:. ENGINEERING: FIRE: BUILDIIVG: COMMENTS: i' JUL 1 1 2017 a1e+slf BY, Application No: /7 - CITY OF SANFORD BUILDING & FIRE PREVENTION 1 PERMIT APPLICATION Documented Construction Value: S (' Job Address: X1)4, 44etzy. I -11T Historic District: Yes NON Parcel 1D: - r Residentialz Commercial Type of Work: New g Addition Alteration Repair Demo Change of Use Move f Description of Work: ,t`c. «- IN I'C' p Plan Review Contact Person: Title: Phone: _ , i Fax: Email: Property Owner Information Name4-lon us Phone: 40'1 Coad -00 `1', Street: Qro00 C.ca"g_ Ly can Ur Ziu _?Tsc) Resident of property?: A-2 City, State Zip:_,fY]c+1Qa rJ. P—. 32A51 Contractor Information; Name J) 1 L,E.F.I CS Jg ca -A !;cn :Zac— Phone: ! Aaj Street: rel 53 ` ¢_.Y-,;.+2.- lR-A>e..3 Fax.. 4c—n %t of - `l rn City, Stage Zip:' rL- 09 Stale License No.: ECOCCO Sly Name: Street: City, St,'Zip: Bonding Company: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: ' Address: WARNING•TO-OWNER: YOUR FAILURE.T.O. RECORD A NOTICE OF COMMfft4CEME4VT MAY. RESULT IN YOUR PAYING TWICA FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST 1819 RECORDED Aij POSTED Ott 111 1OR 'SITE'BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, -etc. M i.l-"Jo n ,;Ivii119 r:1JC NCS: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinaneo. Should calculated charges figured off the executed contract exceed the actual construction value, credit wlll be applied to your permit fees when the permit is issued. r , OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws'regulating•construction and zoning. Signature of OwnedAgent Date Signature of CoMncWdAgent SL :b 04, k pile Print OwnedAMt's Name , Pdnt ConJ(actodAgent's Name i'r'7 Signaturo of Notary -State ofFlodda Date S ti -S f o KAJkN HUGHES Nota t1lk - State of Ronda Commission t GG 069868 My Comm. Espires Mar 26, 2021 emdcdlhroupArWiondHo4ryAsrn. Owner/Agent is'• Personally Known to Me or Contractor Agentis_-Z Personally Known to Ivfe-or Produced 1p Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electricals Mechanii a) [] Plumbing[] Gas Roof El Construction Type: Occupancy Use: FIood Zone: Total Sq Ft of Bldg: - Mn. Occupancy Load: N of Stories: New Construction: Electric - # of Amps /j'v I ivtd, plumbing - # of Fizttires Fire Sprinkle,( Permit: •Yes No .' # of -Roads Fire Alarm Permit: Yes No : APPROVALS: ZONING: :•----Z MITIES: • WASTE WATER: ENGINEERING: FIRE: BUILDING: - COMMENTS. CITY OF SANFORD EC BUILDING & FIRE PREVENTION PERMIT APPLICATION JUL 1 1 2017 gY o Application No: /7 -/7_ Documented Construction Value: S _-?910C) Job Address: -2/19 4 W / we 0; WZ >c A o Historic District: Yes No Parcel ID: Residential Commercial Type of Work:. New Addition Alteration Repair Demo Change of Use MoveEl. Description of Work. %(-. /so ,/,-, Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name_Ta.u Iclr (rt zsv, • orYwS Phone: 4a'i Coot9 -bo l i Street: 5ProC O t.o U+ rl -hS© Resident of property?: X0 City, State Zip:.,MC..,`+jgjcrdPU 32-151 Contractor Information. Name _<"1c,z2 0c-_ Phone: jcrl $I at-1 o'10"1 Street:15''5 +-: ¢ r. c Fax: 4M City; State Zip:' Oo-1 0-+-t cia te $ State License No.:. EC-COCO ly Architect/Engineer InforhiMidn Name: Phone: Street: Fax: City, St, Zip: E-mail; Bonding Company: Mortgage Lender: Address: Address: WARNING•TO.OWNER: YOUR FAILVRE.T.O RECORD, A NQTICE.OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT, MUST U • - RECORDED AND POSTED ON THE )OS 'SM-SEFORE THE FIRST INSPECTION, IF YOU INTEND TO' OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ' Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and than all work will be performed to meet standards of all laws regulati ng construction in this jurisdiction. I understand that a separate permit most be secured for electrical work, plumbing, signs, wells, pools, furnaces,' boilers, heaters, tanks, and air conditieners, etc. FBC 105.3 Shall be inscribed with the date of application and the code In effect os of that date: 51e Edition (2014) Florida Building Code Nom: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of it plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based -on the current ICC Valuation Table in effect at the time the permit is issued, in accordance_ with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be. applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating -construction and zoning. Signature of Owncr/Ageot Date Print OwnedAgent's Name Sigm tur6 of Notary-Statc'of Florida 'pato Owner/Agent is Personally Known 'to Me or -• Produced ID Type of ID Signature of C nctor/Agent Date Print Con etodAgent' Name M01117WIN61M "t, y7`St% I, . 1r+KAREN HUGHES otary Public - Spte d Florida ConW1500111116,008a n ?o' NtyComrrifVire' Mar 26.1021 BondMrMprg ny,yyr,rAyn Contractor Agee is s own to Me -or Produced ID, Type of ID BELOW YS FOR OFFICE USE ONLY Permits Required: Building E]Electrical J • Mechanical PlutnbingE] Gas[] Roof[] Construction Type: Occupancy Use: ' Flood. Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, _LS'p 41,n1¢s Plumbing - # of Fiztdres Fire Sprinkler Permit: .•Yes No -O #.of Hoads _ Fire Alarm Permit. YesE] No APPROVALS; ZONING: ,.--CIILITIES: - - WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: JUL 1 1 2017 BY CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /'7— i'7-4 Documented Construction Value: $ _&900• Job Address:Historic District: Yes NoX Parcel ID: Residentialz Commercial Type of Work: New IN Addition Alteration Repair Demo Change of Use Move Description of Work: hi -d-- fee ; c.- / Yd x1mp K; , Plan Review Contact Person: Title: Phone: IFax: Email' property Owner Information Name—l"Ic#-09a-ri-m enn -Norynas Pbone: 4m rA9-OD *1`1 Street: L.1'4_ L14 S- F1-1 fir- 5L © Resident of property? :. Iyo City, State Zip:jY c" - la J- rC_ 32,351 Contractor Informatloni Name ,h a c n',,c U:nc-- Phone: ZAC?'i %l Gk- f6a-&o Street:.a I D-.,-. 1-,C C Fax: LILTI Iola --11-11 City, Stage Zip:' Or. -1 0,.y- d rbc State License No.. ECOOOC' '114 . Architect/Engineer information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: i WARNING-TO.OWNER: YOUR FAILURE.TO. RECORD. A NOTICF,..COMi1'IENCEME HT MAX RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE ' RECORDED AND POSTED ON THE 708 SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO' OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that. all work will be performed to neet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of thatdate: 5"' Edition (2014) Florida Building Code 1 NQTLCE. In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, -and there may be. additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements ofFlorida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based -on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws. regulating- construction and zoning. I Signature of Om r/Ag` Date 1 , Print OwocdAgerst's Name Signatur4ofNohry-StatabfFlodda • Date Owner/Agent is Personally Known to Me or Produced Ip Type of ID _ i S ignaturc of Contractor/Agent Data mr il D Inc KAREN HUGHES ti ry Public - Slate of Florida Commissioni000698M Mr Comm. Expires Mar 26.2D21 BaWM11=0 N#Wwl WayAssn.. Contractor/Agent is __ZPcrsonally Known to Me -or Produced ID, Type of ID BELOW IS FOR OFFICE .USE.ONLY Permits Required: Building Electricals Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: p Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps /Sri 4mm ' Plumbing - # of Fixtures Fire Sprinklq Permit:.Yos No -O # of cads _ Fire Alarm Permit: Yes Ej No APPROVALS: TONING:. ----- UTII.I'fTES: WASTE WATER:. ENGINEERING: '' 'FM: BUILDING: COMMENTS: ' F 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I )- n 3 I Documented Construction Value: $- `t q V-1 Job Address: q) k Q p` IX)V- C1r b Q Parcel ID:, l Type of Work: New K Addiition Alteration Description of Work: 'ilS \ \\ ACJ 2--s Historic District: Yes No Residential ® Commercial Repair Demo Change of Use Move IV k0 yy + S , win =L&cA- way k Plan Review Contact Person: be Title: Phone: A01 '2271" V111 Fax: Email: 17u• rtxnai.'.- (s h Property Owner Information Name TA 1 D -C MOYY 1 son O'er 'F U Phone: Street: ZAgor) 1400 Wutx% —L')C G Resident of property? City, State Zip: U0 A\ct*,, I R, 32'1 Contractor Information°`1 o ' (P9 z Name ()(\,Q ,Q i Phone: uiUi C—IG L Le 2 Street: -1225 Za. caw rr G- Fax: City, State Zip: W m4rw eax K• f 3'L i'2 State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit most be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: St° Edition (2014) Florida Building Code Revised: June 30, 201 S 4 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will bt figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued OWNER'S AFFIDAVIT: I certify that all of the be done in compliance with all applicable laws re t Signature of Omer/Agent Date Print Owns/Agent's Name t Signature of Notary -State of Florida Data information is accurate and that all work will i nstructipn and zoning. Date Print Convactor/Agent's Name Signature o I ta e KELLY WESSTER MONO Public . State o1 FWMa t + Commisslen I FF 970034 My Comm. Expires Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/A i t Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required. Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: _ Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit. Yes No # of Heads Fire Alarm Permit: Yes No t , APPROVALS: ZONING: ENGINEERING: UTILITIES: FIRE: WASTE WATER: COMMENTS: t Revised: June 30, 201 S + t BUILDING: Permit Application h CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 7 3S Documented Construction Value: $ Job Address: n6 JL&J U LKbiD (!Ay c jL Historic District: Yes No Parcel ID: Residential ® Commercial Type of Work: New 91 Addition Alteration Repair Demo Change of Use Move Description of Work:ys \a1\ n) - h 1N AAn 1 i„ S , cin vt- w v %. Plan Review Contact Person: -heyy( \(-V, Title: Phone; " i1 Fax: Email: 04Akgv - Property Owner Information Name TCk %A_10Y I UO y 1 1 'C& Street: 2-600 LdO WU t - An _bf Z k 3450 City, State Zip: kkC`k\a& / L ms ` Phone: Resident of property? : Contractor Information Name OfNk_ Street: -1.225 SALyn c c -Jr City, State Zip: \N w*W f'49 K- f f'%,- Name: Street: City, St, -Zip: Bonding Company: Address:, Phone: SO CNIG 2"" Ilo l Fax: State License No.:-b'2``- Architect/Engineer information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I' Application,is hereby made to obtain a permit to do the work and installations as indicated, i certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand, that a separate permit most be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code is effect as of that date: S'" Edition (2014) Florida Building Code Revised: June 30, 201 S Permit Applicstion NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued t OWNER'S AFFIDAVIT: I certify that all of the for oing Information is accurate and that all work will be done In compliance with all applicable laws regulati g structiun and zoning. t 1 Signature of Owner/Agent Date Sihnature of ntraator/Agent Date Print Owntr/Agent's Name Signature of Notary -State of Florida Date I Print Contractor/Aaent's Name Signature KELLY WEBSTER Notary Public - Start of Florida Commission I FF 678034 My Comm. Expires Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/Age t Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg; Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: I ENGINEERING: I COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 % Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIN Application No: / 7- 0 J S Documented Construction Value: S Job Address: XY A0-- CAr C),l) Historic District: Yes No Parcel ID: ' Residential ® Commercial Type of Work: New EJ Addition Alteradon Repair Demo Change of Use Move Description of Work: ns a1 no -k -) 2-•s AOL Nfd A%-% QyLAM W)AA i CGiw 64ns 4 a>A A t':5,ov k . Plan Review Contact Person: -be y- N, 1 ' Title: Phone: Z111 Fax: Email: Okc k! nn 14 , Property Owner Information ' tom V Name TAW,OY AOYY ISOs of- f -U Phone: 450Street: 2-pDD Resident of property? City, State Zip: kkc Na_An 2+, Irl. 3215 Contractor Information Name twyl rq"- Phone: _Vn 01-1G 2__1ln Street: 1.225 %oLv% J&Lc (A Fax: City, State Zip: W %Y\kw {pax K• i fA- 3'L'1 2 State License No.: U, -U-73T `A`i Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON,THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards'of all laws regulating construction in this jurisdiction. I understand that s separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51b Edition (2014) Florida Building Code Revised, June 30,2O 1 S Permit Application 11 t -'P i NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the'executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued OWNER'S AFFIDAVIT: I certify that all of. the fore oing information is accurate and that all work will be done in compliance with all applicable laws regulati g structifln and zoning. j 0112- 1i 1 Signature of Owna (tent I I Print Owner/Agent's Name Date I Signature of Notary -State of Florida Date 0 I Owner/Agent is Produced ID Print Contractor/Agent's Name Signature KELLY WEBSTER Notary public . Stag of Florida Commission N FF 978034 My Comm. Expires Apr 4, 2020 Personally Known to Me or Contractor/Age t Type of ID Produced ID Type of ID t BELOW IS FOR OFFICE USE ONLY Permits Required: Building ' Electrical Mechanical Plumbing Gas[] .Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: June 30, 201 S of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: FIRE: WASTE WATER: BUILDING: Permit Application tt CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION LDr Application No: •— Documented Construction Value: S Job Address: '314 61b&_ OAV Residential ® Commercial Alteratio!n Repair Demo Change of Use Move i 2--S Ab" AOL \N CyU" wwk Parcel ID: Type of Work: New EJ Addition Description of Work: 6111 Historic District: Yes No c NOAY„ a xis , tarn A = t 4c A- wmv k .. Plan Review Contact Person: Title: `^ Phone: Fax: Email:0A YN Gu. O neS'OP si itvt Property Owner Information Name -A N`OY N \OYY 1 tri o'- f t. Phone: Street: ?p00 LCAA a 1-. U t -In 3 Resident of property? City, State Zip: W a l.v ! t Irl. 3ZI G 1 Contractor Information Name, OCk — "' -W"',"y-,c3,— Phone: u%'1 RIG 2AC 2 Street: '1225 Stan c b'o'v- -4 Fax: City, State Zip: 1N thhv ?ctx K• -; -' '2 State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: i E-mail: Bonding Company: l Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit.and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with -the date of application and the code in effect as of that dale: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application O I E: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. r The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ]CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the be done in compliance with all applicable laws re Signature of Owner/Agent Date I Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID information is accurate and that all work will instructipn and zoning. r' Sitnature of Contractor/Agent Date k4l n SA- V\z Print Contractor/Agent's Name Signature KELLY WEI8TER Notur Pabllc - State of Florida Commission N FF 978054 Mr Comm. Expires Apr 4, 2020 Contractor/Age t Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] ] Electrical [] Mechanical Plumbing[] GasE] Roof Construction Type: I Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: I New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: F Revised: lune 30, 2015 UTILITIES: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes [] NOE] WASTE WATER: ENGINEERING: FIRE: BUILDING: t t Permit Application CITY OF SANFORD i BUILDING 8. FIRE PREVENTION s.• PERMIT APPLICATf °N 1 D, ` Application Vo: Documented Construction Value: S S'1 J2 Job Address: Historic District: Yes No Parcel ID: Residential ® Commercial Type of Work: New 1K Addition Alteration Repair Demo Change of Use Move Description of Work: _ k r\SSkCAA nni 3 IQ h rn A\k(- w i:k6n a&w' YC1)+ , 1GCl'hn 1-'CXVt S tuft ur K, Plan Review Contact Person:Title: -C, k CL 51,E Phone: `b'1 22'1 'i \ Fax: Email: d n iA4'L OII Property Owner Information ` 1. 11 V Name ' (g %1 0- Phone: y Street: '2ltsCC, U.I.j(-- \Uv_n l4 Resident of property? City, State Zip: Contractor Information Name VV_(X,'. Phone: !661 0I -l5 21(V2 Street: ' 1224 : SCc y- Fax: City, State Zip: c.` u -h ti FIS 3Z•'1eJ State License No.: GC CG2 4 A lA Name: Street: City, St, Zip: Bonding Company: Address: Arch itect/Eng 1 neer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE .OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. l understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code in effect as of that date: 516 Edition (2014) Florida Building Code P Revised: June 30, 2015 Permit Application Ltsw NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the be done in compliance with all applicable laws re Signature orOwner/Agent Date Print Owner/Agent's Name ' Signature of Notary -State of Florida Date information is accurate and that all work will 4tstructipu and zoning. Print ConVaetor/Agent's Name signature Date KELLYr WESSTER Notary Public - State of Florida Commission #r FF 978034 My Comm. Expires Apr 4. 2020 Owner/Agent is Personally Known to Me or Contractor/A e t Produced ID Type of ID Produced ID Type of ID I BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric = # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30, 201 S Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 737ApplicationNod Documented Construction Value: $ LATI Job, Address: 7yk4J &-O-b Y_ C_.>Y Historic District: Yes No Parcel ID: Residential ® Commercial Type of Work: New 91 Addition Alteration Repair Demo Change of Use Move Description of Work: kr\1EAeA neti-3 2. S -tuir\ Ai pCti 1 C;Vi S 0.41 A AtA Ur Plan Review Contact Person: ANY C)F- Title: -C 51,E Phone:'VO-1 12:1 %-1 \a Fax: Email: r7_4 twez R orte_ sfa>P Property Owner Information rz`" LM%.i- '1 t_ew Name —T- LA' --w gnfYUi'1-.Sc"- c" t-\ (--L Phone: Street: 2lt Ca 1- 1! iail i C.n `w 3 Resident of property? City, State Zip: a -t s OL1 l , Contractor Information Name Phone: tin '01 -IG 'Z7 (02— Street: 07Street: Fax: City, State Zip: PC\A\CA;n A u )n rb i State License No.: LK t 032 iA1Aq Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO'RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards.of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. 4 FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit, fees when the permit is issued. I OWNER'S AFFIDAVIT: I certify that all of the fore oing information is accurate and that all work will be done in compliance with all applicable laws regulatft 96'nstructipn and zoning. Signature ofOwner/Agent Date Print Ownu/Agent's Name Signature of Notary -State or Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Conuactor/AQent's Name Signature KELLY WESSTER Notary poblic . Slate of Florida Commission N FF 878434 My Comm. Expires Apr 4, 2020 Produced ID v Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Reviaed: June 30, 201 S Permit Application CITY OF SANFORD L.. BUILDING & FIRE PREVENTION PERMIT APPLICATION s °i Application No: l y Documented Construction Value: S Job Address: 3bLP k&X_WykA &-bb Ir, Car' Historic District: Yes No Parcel ID: Residential ® Commercial Type of Work: New iK Addition Alteration Repair Demo Change of Use Move Description of Work: nStaA nekk 3 22:5> 6n A\J kL W %fin ye;?,+ , Plan Review Contact Person: INCYV k 0 - Title: -t; c su' Phone: 'JO -1 2Z"1 $',1-j Fax: Email: Property Owner Information c:% -,k i n `C W Name - 0.y "rz-"nn Z' r% C>(- `J L Phone: Street: _'Zl CO Lay --t- L k6r_n J Sk. 3Eb Resident of property? City, State Zip: a-t 1 L 321 1 Contractor Information Name vw_' c` Street: 122 sc v o City, State Zip: ,\A\C n to Name: Phone: crl c: 1 tDi Fax: State License No.: G (-1732 LM Arch itecUEngineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDEDAND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY; BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ' Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued, Y OWNER'S AFFIDAVIT: I certify that all of the fol be done in compliance with all applicable laws regul Signature of owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Information is accurate and that all work will htstructipn and zoning. ctor/Agent Date Print Contractor/Agent's Name Signature KELLY WEBSTER Notary Public • State 01 FlMda Commission * FF 970034 My Comm. Explraa Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/Age i Produced ID Type of IDProduced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Consiruction: Electric'- # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application l I Y NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ' Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued, Y OWNER'S AFFIDAVIT: I certify that all of the fol be done in compliance with all applicable laws regul Signature of owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Information is accurate and that all work will htstructipn and zoning. ctor/Agent Date Print Contractor/Agent's Name Signature KELLY WEBSTER Notary Public • State 01 FlMda Commission * FF 970034 My Comm. Explraa Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/Age i Produced ID Type of IDProduced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Consiruction: Electric'- # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application l I Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date,or application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 1 . CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION L Application No: Documented Construction Value: $ -1 52- T Job Address: ! Kk %.AN Q d Y bc G Y, Historic District: Yes No Parcel ID: f Residential © Commercial Type of Work: New lK Addition 1 AlterationET Repair Demo, Change of Use Move Description of Work: kr\c,>w\ 311 •0 h r1 AV K, w tin Ank2- Ve-D+ Ak `Pamr. — S Ct, n do t. Cr w C.Y V: . Plan Review Contact Person: Y (:(-- C Title: 6C k C 1Q_3L Phone:Fax:Email: UAL R!o'I Property Owner Information Name D \oY J L rl !S6r1 of -F Phone: Street: 2WCa LO-U.t6-r—n jL S C •: Resident of property? City, State Zip: Contractor Information Name Phone: y61 cllc:J 21(y Street: +1225 0,.C,AS(.oy A. Fax: s City, State Zip: VAw\ A\ 0A-, d FL 3" 1 State License No.: (A (- D 32 WA 4 Architect/Engineer Information' Name: ' Phone: Street: Fax: City, St, Zip: E-mail: I Bonding Company: Mortgage Lender: Address:) Address: r WARNING TO OWNER: YOUR FAILURE TO RECORD,A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date,or application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application r NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records- of this county, and there may be additional permits required from other governmental entities such as water, management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the -requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit,is issued. OWNER'S AFFIDAVIT: I certify that all of the be done incompliance with all applicable laws re I Signature of Owner/Agent Dale Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID information is accurate and that all work will instructipn and zoning. r n S 1 r1Q Print ContJactor/Agent's Name Signature Date KELLY WEBSTER Notary Public - State of Florida_ Commission # FF 978034 My Comm. Expires Apr 4, 2020 Contractor/A e t Produced ID, Type of ID BELOW IS FOR OFFICE USE ONLY Permits•Required: Building Construction Type: Electrical Mechanical Plumbing Gas Roof Occupancy Use:. Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application rrCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 4 t Application No: Bldg. Permit #17-1734 Documented Construction Value: $ 2, 750.00 Job Address: 290 MERRY BROOK CIR (Lot 249) 1 Historic District: Yes NO Parcel ID: 27-19-30-506-0000-2490 Residential Commercial'0 Type of Work: New El . Addition Alteration Repair Demo Change of Use Move Description of Work: Install a 13D overhead fire sprinkler system starting at 11-011 above finished floor in the garage. I, ,, _ . en I% r _ 11 Plan Review Contact Person: I Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax' 407-656-8026 Email' Permitting@waynefire.com j Property"Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUT. Ll k_§TIEJ200". Resident of property? City, State Zip: MAITLAND?; FL027. 51j1 iii- , •••JI Contractor Information Name Wayne Automatic -Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222. Capitol Court 1 Fax: 407-656-8026 City, State Zip: Ocoee, FL '34761 State License No.: FPC14-000057 Arch itecVEngineer Information Name: N/A Phone: Street: Fax: City, St, Zip: Bonding Company: I N/A Address: ' E-mail: Mortgage Lender: Address: I WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND. POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LINDEWOR AN ATTORNEY BEFORE RECORDING"YOUR NOTICE OF ' COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical, work, ,plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'^ Edition (2014) Florida Building Code Revised June 30, 2015 Permit Application w iJf a 4 J 1 a NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual constructionvalue, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Dalie Robert Dewar Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date nature l,OCH e COM RU A. ti FF 066550 MY COMM 26 2016EXPIFiEB. FebluetY A Bo 0o41hw Pubk U;;;,Om Owner/Agent is Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps , Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No #'of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised June 30, 2015 a UTILITIES: WATER: Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No• Bldg. Permit #17-1734 Documented Construction Value: $ 825.00 Job Address: 290 MERRY BROOK CIR (Lot 249) Historic District: Yes [:1 NO E] Parcel ID: 27-19-30-506-0000-2490 Residential[] Commercial El Type of Work: New El Addition Alteration Repair Demo 'Change of Use MoveEl. Description of Work: Underground piping"starting at the B.F. by others. Plan Review Contact Person:' Mickey ,Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: permitting@wiynefire.com A Property Owner Information TAYLOR MORRISON OF FL INC Name _ -.--•• Phone: Street: 151 SOUTHALL' LN STE '200 .i Resident of property. . K N I,, fi• City, State Zip:' MAITLAND_ FL,.3-2751~ .:: 4 Contractor Information Wayne Automatic Fire Sprinklers, Inc Name Phone: Street: 222 Capitol Court - Fax: 1 City, State Zip: Name: N/A Ocoee, FL 34761 Street: - City, St, Zip. Bonding Company: N/A 407-798-7598 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE„JOi3-SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOj1RtLENDER-012'AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ' Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised. June 30, 2015 Permit Application NOTICE: In addition to the requirements' of this permit, there may be additional restrictions applicable to this property, that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction- value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable,laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent We Robert Dewar Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced 1D Type of ID P. W COMMISSION # FF 089551 EXPIRES: FOWY 28, 2018 one d lttn Nom pubk undw Contractor/Agent is " Personally Known to Me or Produced 1D_ Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: / 3!) BUILDING: Revised June 30, 2015 Permit Application u DATE: ` / BUSINESS/PROJECT NAME: ADDRESS: OL I 0 CONTACT NAME: (Y\:< <Vp v CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.6885051 PERMIT NUMBER: HONE - 1 PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ ] FIRE ALARM IRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK nrc noi orn trr nn t FIRF Inn r-- F c e n - TOTAL FEES: O O s CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Bldg. Permit #17-1735 Documented Construction Value:'$ 2, 750.00 • ' Job Address: 294 MERRY BROOK CIR (Lot 250) Historic District: Yes No Q ParcelID: 27-19-30-506-0000,-2500 Residential Commercial Type of Work: New El Addition Alteration Repair -Demo Change of Use E] Move Description of Work: Install a 13D overhead fire sprinkler system starting at 11-011 above i finished floor in the garage. P „ _ _ f ' Plati Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: Permitting@waynefire.com Property Owner Information Name TAYLOR MO,RRISON OF FL INC Phone: Street: 151 SOUTHALLS•LN SITE `200;: - Resident of property? t-1 - - •' a :.Uu :If fitl,w .. "e' i City, State'?.jp:.-MAITLAND; 4,F.L,-32750, Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222 Capitol Court Fax' 407-656-8026 City, State Zip: Ocoee, FL 34761 State License No.: 'FPC14-000057 1 Arch itect/Engiheer Information1 Name: Name: N/Ar + Phone: Street: Fax: City, St, Zip: E-mail: i Bonding Company: NSA Mortgage Lender: Add ress: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB,SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR, LENDER -OR, AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. ' FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code \ Revised June 30, 2015 ' Permit Application \v 1., CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Bldg. Permit #17-1735 Documented Construction Value:'$ 2, 750.00 • ' Job Address: 294 MERRY BROOK CIR (Lot 250) Historic District: Yes No Q ParcelID: 27-19-30-506-0000,-2500 Residential Commercial Type of Work: New El Addition Alteration Repair -Demo Change of Use E] Move Description of Work: Install a 13D overhead fire sprinkler system starting at 11-011 above i finished floor in the garage. P „ _ _ f ' Plati Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: Permitting@waynefire.com Property Owner Information Name TAYLOR MO,RRISON OF FL INC Phone: Street: 151 SOUTHALLS•LN SITE `200;: - Resident of property? t-1 - - •' a :.Uu :If fitl,w .. "e' i City, State'?.jp:.-MAITLAND; 4,F.L,-32750, Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222 Capitol Court Fax' 407-656-8026 City, State Zip: Ocoee, FL 34761 State License No.: 'FPC14-000057 1 Arch itect/Engiheer Information1 Name: Name: N/Ar + Phone: Street: Fax: City, St, Zip: E-mail: i Bonding Company: NSA Mortgage Lender: Add ress: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB,SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR, LENDER -OR, AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. ' FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code \ Revised June 30, 2015 ' Permit Application \v 14 r c NOTICE: In, addition to the ,requirements of -this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. ti OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and,that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of ON'ner/Agent Date Signature of Contractor/Agent Date , Print Owner/Agent's Name Signature of Notary -State of Florida ,Date Owner/Agent is Personally Known to Me or Produced ID Type of 1D Robert Dewar Print. GoRtractor/A¢ent's Name Contractor/Agent is x Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building , Electrical Mechanical Plumbing Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: Revised: lune 30, 2015 ENGINEERING: Gas Roof Flood ,Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No UTILITIES: _ FIRE: ASTE WATER: t UILDING: Permit Application u i CITY OF SANFORD- BUILDING & FIRE PREVENTION PERMIT APPLICATION I Applieation,No, Bldg. Permit #17-1735 Documented Construction Value: S 825.00 Job Address: 294 MERRY BROOK CIR (Lot 250) Historic District: Yes No Q Parcel ID: 27-19-30-506-0000-2500 Residential Commercial El Type of Work: New El Addition Alteration Repair Demo Change of Use Move El Description of Work: UndergroundI . piping starting at the B.F. by 'others. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: permitting@waynefire.com Property Owner Information Name TAYLOR' MORRISON OF FL INC Phone: Street: 151 SOUTHALL LN STE 200 Resident of property? c;ty,,state Zip•J"MAITLAND, FL;:32751 I' tit' ''` ;'`''';a :: xt ! ,' ;'' Contractor Information Wayne Automatic'. Fire Sprinklers, Inc Name• - Phone: I Street: 222 Capitol `Court Fax: City, State Zip: Ocoee, FL 34761 Name: N/A 407-798-7598 407-656-8026 State License 1Vo.: FPC14-000057 Architect/Engineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: Address: N/A E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB Sl°TE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER'OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I r Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. t 17 Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Owner/Agent is Produced ID Date Robert Dewar Pn ontractor/Agent's Name kv, 7 ignature of Notary -State of Florida . Date RUTH A• MCCULLOCH 1 MY COMMISSION # FF 066550EXPIRES: February 28, 2016 Personally Known to Me or Contractor/Age •`~ P a PublkUttdarwtibts Type of 1D Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: ILDING: r _ N_y; 7UP Revised June 30, 2015 Permit Application DATE:T/- Irl. BUSINESS/PROJECT NA E: p r ADDRESS: 1 CONTACT NAME:[s CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 PERMIT NUMBER: i . c,. • a~ iso 7e 17 HONE - --=+- - -- PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ ] FIRE ALARM &IRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK nnrc Enos RLDA ICIlnm t I FIRE IKAPArT FFc ennw TOTAL FEES: . c) O CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Bldg. Permit #17-1736ApplicationNo: Documented Construction Value: S 2-,750. 00 Job Address: 298 MERRY BROOK CIR (Lot 251)Historic District: Yes No Parcel ID: '27-19-30-506-0000-2510 Residential Commercial El Type of Work: New El 'Addition Alteration Repair Demo Change of Use Move Description of Work: Instal'1 a '13D overhead fire sprinkler system•'starting at 1'_011 above finished floor in the garage. r... „ , r,• %.h % " -\ Plan Review Contact Person: Mickey Ferguson l/ Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: permitting®waynefire. com Property Owner'Information Name TAYLOR MORRISON OF FL INC \ Phone: Street: 151 SOUTHALL LN STE 200 Resident of property? City;,State,Zip':KMAITLAND, FL.•32751 Contractor Informationdit5 +''tP4a J i iy "J Name'' wayne;;Automa. tic' F ipreSr407-798-7598inklers, Inc phone: Street: 222 Capitol Court Fax' 407-656-8026 City, State Zip: Ocoee, FL 34761 State License No.: FPC14-000057 A chitect/Engineer Information Name: N/A Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company Address: • N/A Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO- YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB ,SITE -BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOURJ ENDER-OR,,AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the'work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. Y. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised June 30, 2015 Permit Application N r NOTICE: In addition to the requirements'of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will,notify the owner of the property of the requirements of Florida Lien Law, 'FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance.' Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent batt Prml Owner/Agent's Name Signature of Notary -State of flonda Date Owner/Agent is Personally Known to Me or Produced 1D Type of 1D Robert Dewar Prin.,,,on1.Tac1o,/Agent's Namej ^' I & L&L==- ) I / re of Notary -Stale of Florida Date t, RUTH A,M000LLOCH Ah MY COMMISSION 0 FF 088550 EXPIRE8: Febltuty 28, 2018 Contractor/Age ' y X10 Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes Q No # of Heads Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: J ENGINEERING: FIRE:o46 s -A COMMENTS: Revised June 30, 2015 - STE WATER: ' BUILDING: Permit Application CITY OF SANFORD ap BUILDING & FIRE PREVENTION t n PERMIT APPLICATION D i Application No: Bldg. Permit #17-1736 Documented Construction Value: S 825.00 Job Address: 298 MERRY BROOK CIR (Lot 251)Historic District: Yes NO x Parcel ID: 27-19-30-506-0000-2510 Residential[] Commercial0 Type of Work: New El Addition Alteration Repair Demo Change of Use Move El Description of Work: Underground piping starting at the B. F. by others. Plan Review Contact Person: Mickey Ferguson Phone: 407-877-5582 Fax: 407-656-8026 Email: Title' Project Manager permitting®waynefire.com Property Owner Information Name TAYLOR•MORRISON OF FL INC Phone: Street: 1 s 1 sovTHAl;Lt LN ; sTE zit.. ==^.— - Resident of property? City, State Zip:,•, MAITLAND; : FL; 3275'1 f 1 =. r.:;•R.. . tat it 4: .irtl, Contractor Information Wayne Automatic Fire Sprinklers, Inc Name Phone: Street: 222 Capitol Court City, State Zip: Ocoee, FL 34761 i Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: 407-798-7598 Fax: 407-656-8026 State License No.: FPC14 -000057 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB,SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR;LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'.h Edition (2014) Florida Building Code r Revised June 30, 2015 t Permit Application ' Jt NOTICE: In addition'to the requirements of this permit, there may be additional restrictions applicable to this property that may be, found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ' Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at,the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued,, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,' credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 36117 Signature of Owner/Agent Date Signature of Contractor/Agent ' Date Print Owner/Agent's Name Signature of Notary -State of Florida Date I Robert Dewar , Print Contractor/At cni's Name R ULLOCI ate My OOMMISSION # FF 0050 25, 205Itsquorbaund. Owner/Agent is Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced 1D -Type of 1D Produced 1D Type of lD BELOW IS FOR OFFICE USE ONLY Permits Required: .Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS:* ZONING: ENGINEERING: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No ' UTILITIES: ASTE WATER: FIRE: oUILDING: COMMENTS: I • , , Revised June 30, 2015 1 Permit Application DATE: BUSINESS/PROJECT NAME:.__J__! ADDRESS: n CONTACT NAME:C L CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.6885051 PERMIT N 43 6 r PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ ] FIRE ALARM IRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK ge ,„ rn rrinN 1 FIR I ePAf'T FFC DDI V. ' • TOTAL FEES: d i CITY OF SANFORD BUILDING & FIRE PREVENTION D PERMIT APPLICATION a Bldg. Permit #17-1737ApplicationNo: Documented Construction Value: S 2, 750.00 Job Address: 302 MERRY BROOK CIR (Lot 252) Historic District: Yes No 0 Parcel ID: 27-19-30-506-0000-2520 Residential Commercial El Type of Work. New El Addition. Alteration Repair Demo Change of Use El Move Description of Work: Install a 13D overhead fire sprinkler system starting at 11-01, above finished floor in the garage. /,_ _ . + v (\ 1 Plan Review. Contact Person: Mickey" Ferguson Phone: 407-877-5582 Fax: 407-656-8026 Title: Project Manager Email' permitting@waynefire.com Property Owner Information TAYLOR MORRISON OF FL INC.. , Name :-rte=,. - Phone: Street: 151 SOUTHALL: LNC STE" 200 Resident of property? : City, State Zip.1 MAITLAND_ Fl; 32751 J''`_t rfR Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222 Capitol Court City, State Zip: Ocoee, FL 34761 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB,SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR 'L`ENDER:OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ' Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3'Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised June 30,2015- Permit Application F 1 NOTICE: In- addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect -at the time the permit is issued, in accordance with local ordinance. *Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning., t I Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Dewar Print Contractor/Agent's Name 0 W COMMISSION M FF 055 EXPIRES: Febtuary 25,20`18 Contractor/Agent is " Personally Known to Me or Produced 1D Type of 1D BELOW'IS FOR OFFICE USE ONLY Permits Required: Building Construction Type: Total Sq Ft of Bldg: Electrical Mechanical Occupancy Use: _ Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ' ENGINEERING: COMMENTS: Revised June 30, 2015 UTILITIES: Plumbing[] Gas[] Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No W/r STE WATER: FIRE: / / BUILDING: Permit Application i N CITY OF SANFORD BUILDING &1 FIRE PREVENTION PERMIT APPLICATION Bldg. Permit #17-1737ApplicationNo 4 Documented Construction Value: S'825. 00 Job Address: 302 MERRY BROOK CIR (Lot 252) - Historic District: Yes -1 NO Parcel ID: 27-19-30-506-0000-2520 Residential[] Commercial Q' Type of Work: New El Addition Alteration Repair Demo Change of Use Move- r , Description of Work: Underground piping starting at the B.F. by others. Plan Review Contact Person: Mickey Ferguson Title. Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: permittingOwaynefire. com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTHALL I LN.-STE, 20 Or .., .y. Resident of property? City, State Zip: MAITL•AND;.r,FL: 32.751 Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222 Capitol Court I City, State Zip: Name: N/A Street: City, St, Zip: _ Ocoee, FL 34761 Bonding Company: Address: N/A Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER -6R AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 1Permit Application V N CITY OF SANFORD BUILDING &1 FIRE PREVENTION PERMIT APPLICATION Bldg. Permit #17-1737ApplicationNo 4 Documented Construction Value: S'825. 00 Job Address: 302 MERRY BROOK CIR (Lot 252) - Historic District: Yes -1 NO Parcel ID: 27-19-30-506-0000-2520 Residential[] Commercial Q' Type of Work: New El Addition Alteration Repair Demo Change of Use Move- r , Description of Work: Underground piping starting at the B.F. by others. Plan Review Contact Person: Mickey Ferguson Title. Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: permittingOwaynefire. com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTHALL I LN.-STE, 20 Or .., .y. Resident of property? City, State Zip: MAITL•AND;.r,FL: 32.751 Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222 Capitol Court I City, State Zip: Name: N/A Street: City, St, Zip: _ Ocoee, FL 34761 Bonding Company: Address: N/A Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER -6R AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 1Permit Application r 0 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such,as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that l will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ]CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. R Signature ofOHmer/Agent, Date Signature of Contractor/Agent bai, Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced 1D Type of lD Robert Dewar Pam Contractor/Agent's Name 301 17 RUTH A. MWV66%1_11 MY t'0MMISSION # FF 005502016FORD; Febtulty 2014 anum Contractor/Agent is X Personally Known to Me or Produced ID Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Construction Type: Total Sq Ft of Bldg: Electrical Mechanical Occupancy Use: Min. Occupancy 'Load:. New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Plumbing[] Gas[-] Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: ~ Revised June 30, 2015 Permit Application DATE: 7/1 `_ BUSINESS/PR+OJECT NAME: + ADDRESS: c Off• CONTACT NAME: 'M c Y.ela CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 PERMIT N PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ ] FIRE ALARM IRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK DOES 709A RLDUClIGN-In ' [;PGS AUp! v. TOTAL FEES: O 1 t 1 f J ' CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIOND. Application No: Bldg. Permit )#17-1738 Documented Construction Value: $ 2, 750.00 ' Job Address: 306 MERRY BROOK CIR (Lot 253) Historic District: Yes NO Parcel ID: 27-19-30-506-0000-2530 1 Residential Commercial El Type of Work: New. E] Addition Alteration Repair Demo Change of Use Move 1:1DescriptionofWork: Install a 13D overhead fire sprinkler system starting at 1'-0" above finished floor in the garage. Plan Review Contact Person: Mickey Ferguson Phone: 407-877-5582 I Fax: 407-656-8026 Email: Property Owner Information Title: Project Manager perm i t t ing@wayne f ire. com Name TAYLOR MORRISON OF FL INC Phone: Street: 151,1SOUTHALL:L•N•_sTE; 200 Resident of property? City, State Zip:,-MAITLWJD;.."..FL X3275- 4"'1- V„'1- 4ij i1 J u•••1: 11, Contractor Information Wayne Automatic Fire~Sprinklers, Inc Name Phone: 407-798-7598 Street: 222 Capitol Court Fax: 407-656-8026 City, State Zip: Ocoee, FL 34761 Name: N/A Street: City, St, Zip: Bonding Company: Address: N/A , State License No.: FPC14-000057 Architect/Engineer Informatiori Phone: Fax: E-mail: Mortgage Lender: ' Address: WARNING TO,OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE. BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR.LENDER•OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. r•. iti 1 LiT 1 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 n Permit Apphcat n b l31 l'7 I NOTICE:, In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of,this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,' credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction nd zoning. 1 Signature of Owner/Agent Date Signature of Contractor/Agent - Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Robert Dewar Print Contractor/Agent's Name of Notary -State of Florida Rte{',, MCCULLOCH MY C 50 25-2055 OMMISSION # FF 0565 o: EXPIRES: Febtutry PutAit: UtlMtvnUet Owner/Agent is Personally Known to Me or Contract Personally Known to Me or Produced 1D Type of 1D Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE:—JL ( BUILDING: COMMENTS: Revised June 30, 2015 Permit Application or— ti;il lr,4 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No' Bldg. Permit #17-1738 Documented Construction Value: S 825'. 00 Job Address: 306 MERRY BROOK CIR (Lot 253) Historic District: Yes No Q Parcel ED: ?7-19-30-506-0000-2530 Residential Commercial El Type of Work: New El Addition •Alteration Repair Demo Change of Use Move Description of Work' Underground piping starting at the B.F. by others. r Plan Review Contact Person:' Mickey Ferguson Title: `Project Manager Phone: 407;877-5582 Fax: 407-656-8026 Email: permitting@waynefire.com Property Owner Information Name - TAYLOR MORRISON OF FL INC 151 SOUTHALL-,LN STE 2001J'.":t Street:•:....-,-.:. 1 0 City, State,Zip:_ MAI TLAND, FL 32751 Phone: Resident of property? : Contractor Information Wayne Automatic Fire Sprinklers,,Inc 407-798-7598 Name Phone: Street: 222 Capitol Court City, State Zip: Ocoee, FL 34761 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: t. Fax: 407-656-8026 State License No.: FPC14 - 000057 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS%TO YOUR. PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JO,B'SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER'OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ' IL Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised June 30, 2015 Permit Application ' NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. NZAIi7 Signature of Owner/Agent Date Signature of Contractor/Agent bate Print Owner/Agent's Name Signature o1' Notary -Slate of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Dewar Print Contraclor/Agent's Name Florida;:;;;' a RUTH A.M000LLOCH MY COMMISSION # FF 0665% EXPIRES: February 28, 2018 PjfxR+ ew dW Thin No1yY PuDlk UnOorwrfbrt Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit:- Yes No WASTE WATER: BUILDING: Revised June 30, 2015 Permit Application I DATE: _,?I— 1r.7- BUSINESS/PROJECTBUSINESS/PROJJECCT NAME: ADDRESS: '. JCS m CONTACT NAME: "-CLV&L CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 PERMIT NUMBER:I/ PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O, [ ] FIRE ALARM IRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK DGES 709A Rr irr nnl t FIRF IMeA TOTAL FEES• - O v DATE: _,?I— 1r.7- BUSINESS/PROJECTBUSINESS/PROJJECCT NAME: ADDRESS: '. JCS m CONTACT NAME: "-CLV&L CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 PERMIT NUMBER:I/ PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O, [ ] FIRE ALARM IRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK DGES 709A Rr irr nnl t FIRF IMeA TOTAL FEES• - O v CITY OF SANFORD TY BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Bldg. Permit #17-1739 Documented Construction Value: S 2,750.00 Job Address: 310 MERRY ,BROOK CIR (Lot 254) Historic District: Yes No 0 Parcel ID: ,27-19-30-506-0000-2540 Residential Commercial F1 Type of Work: New El Addition Alteration Repair Demo Change of Use , Move Description of Work' Install a 1'3D'overhead fire sprinkler system starting at 1' -0" above finished floor in the garage. 7 A11 ` k\ Plan Review Contact Person: Mickey Ferguson V Title: Project Manager Phone' 407-877-5582 1 Fax: 407-656-8026 Email: permit tingOwaynefire. com Property Owner Information Name TAYLOR MORRISON OF -FL INC Phone: Street; . 151 SOUTHALL LN STE 200 Resident of property? s City, IState•Zip:J' MAI•TLAND, FL 32751 Contractor Information wayne: mAutoat:ic^.'Fire.:•Spr;inklers, Inc Name - •_•- Phone: Street: 222 Capitol Court Fax: City, State Zip: Ocoee, FL 34761 Name: N/A Street: City, St, Zip: i Bonding Company: N/A Address: 407-798-7598 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information • ' Phone: Fax: a E-mail: Mortgage Lender: Address: O WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO -YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER -OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. t - 4 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may b'e found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that l will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ]CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed coritract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Z41 (-2 Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Plonda Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Dewar Print Contractor/Agent's Name Signature of Notary -State of I londa ale MT RUTH A. MCCULLOCH fr MY COMMISSION 0 FF 066550 EXPIRES:FebNUnINsfY 1iwnan Contractor/Age 13 r.. Produced 1D ype of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: f" Revised June 30, 2015 ti t til ~. L -'' : , •' t Plumbing - # of Fixtures Fire Alarm Permit: Yes No ASTE WATER: BUILDING - 1061117 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No' Bldg. Permit #17-1739 t Documented Construction Value: S 825.00 Job Address: 310• MERRY BROOK CIR (Lot 254) Historic District: Yes NO Parcel ID: 27-19-30-506-0000-2540 Residential Commercial E] Type of Work: 'New E] Addition Alteration Repair Demo 'Change of Use Move Description of Work: Underground piping starting at the B.F. by others. a Co" r; Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone' 407-877-5582 Fax: t ' 407-656-8026 Email: permittingowaynef ire. com Property Owner Information Name TAYLOR MORRISON OF FL INC , Phone: Street: 15!"1SOUTHALL-'`LN-STE.200:.-`. y Resident of property? City, States Zip: MAITLAND, 'FL 32751 i =, - '~"'' 'r' '"q1°-ce .'-J.:-Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222 Capitol Court ' Fai' 407-656-8026 City, State Zip: Ocoee, FL 34761 State License No.: FPC14-000057 Architect/Engineer Information' Name: NSA Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: NSA Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE'BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER'-iW AN, ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. '• Application is hereby made to obtain f permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,*boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: Th Edition (2014) Florida Building Code Revised June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such'as water r management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a- plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the.permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all,applicable laws regulating construction and zoning. 7 Signature of Owner/Agent Date Signature of Contractor/Agent Date Robert Dewar Print Owner/Agent's Name Print Contractor/Agent's Name Signaturc of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID RUTH A. MCCULLOCH W COMMISSION 0 FF 088550 EXPIRES: February 25, 2018 Bv4W 1Tru Notary Public Undetwcltc Contractor/Agent is " Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof , Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: COMMENTS: ENGINEERING: FIRE: G Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised June 30, 2015 Permit Application DATE: 7C`'' / BUSINESS/PROJECT NAME: ADDRESS: 3Lo CONTACT NAME: M: -r.16 a CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 - PERMIT J m r-ot- R-. PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ ] FIRE ALARM IRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK D"S 709A REDI lCjIQ l IN FIRE IRaPAIZ F TOTAL FEES: " r7,C- O O CITY OF SANFORD BUILDING& FIRE PREVENTION PERMIT APPLICATION P. A Application No: Bldg. Permit #17-1740 Documented Construction Value: S 2, 750.00 Job Address: 314 MERRY BROOK CIR (Lot 255) Historic District: Yes No 0 Parcel ID: z7-19-3o-Sob-0000-zs5o Residential Commercial El Type of Work: -New El Addition Alteration Repair Demo Change of Use Move Description of Work••Install a 13D overhead fire sprinkler system starting at 1'-0" above finished floor in the garage. Plan Review Contact Persona Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: Permitting®waynefire.com t, I Property Owner Information Name TAYLOR {MORRISON OF. FL INC Phone: r-= Street: "151!:SOUTHALL'LN=STE 200 Resident of property? 1 s t, tCity; iStateiZipTMAITLANDIM 32751 I Ir Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222 Capitol Court City, State Zip: Ocoee, FL 34761 Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Name: N/A I Phone: Street: I Fax: City, St, Zip: Bonding Company: N/A Add ress: H E-mail: 1 . Mortgage Lender: _ Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO,YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE, RECORDED AND POSTED ON THE' JOB, SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, po Is, furnaces, boilers, heaters, tanks, and air conditioners, etc. I 1 FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida -Building Cod 117 Revised. June 30, 2015 Permit Application t moi' NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ]CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 21 , 1 301 Signature of Owner/Agent Date Signature ofContraclor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of 1D Robert Dewar Print Contractor/Agent's Name ignature of Notary -State of Florid RUTH A. MccuuOCH MY COMMISSION # FF 066550 EXPIRES. February 25, 2018 P, • Bi7nded iAN No Publlc Undawrmm Contractor/Agent is " Personally Known to Me or Produced ] D Type of 1 D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS:' ZONING: ENGINEERING: COMMENTS: i Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: ASTE WATER: i FIRE: ` D3UILDING: i Revised lune 30, 2015 1 Permit Application i CITY OF SANFORD BUILDING &,FIRE PREVENTION PERMIT APPLICATION kc. Application No: Bldg. Permit #17-1740 t Documented Construction Value: S 825.00 Job Address: 314 MERRY BROOK CIR (Lot 255) Historic District: Yes No,O Parcel ID: 27-19-30-506-0000-2550 Residential Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move I Description of Work: Underground piping 'starting at the B.F. by others. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 1 407-656-8026 Email' permitting@waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL ZINC . Phone: Street:,;- ^STE_2oo , . Resident of property? hr City, S+tate'zip ''MAiT AND;t'FL•'•32755 Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222 Capitol Court Fax: 407-656-8026 City, State Zip: Ocoee, FL 34761 State License No.: FPC14-000057 Architect/Engineer Information Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB,, SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR;'LFNDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements ofFlorida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ]CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to -your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I, certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. z / 36 l Signature of Omer/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature o1' Notary-Statc of Flonda Date Owner/Agent is Personally Known to Me or Produced 1D Type of ID Robert Dewar Print Contractor/Agent's Name ignature of Notary -State of Florida RUTH A. MCCULLOCH f:$ tib•• yes W COMMISSION # FF 088550 A EXPIRES: Febmwy 28.2018 p R; BtattleE ThN No1auY Pm"- Undan Contractor/Agent 1s Personally Known to Me or Produced ID Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories:' Plumbing - # of Fixtures Fire Alarm Permit: Yes •No UTILITIES: ASTE WATER: FIRE: UILDING: Revised June 30, 2015 Permit Application DATE: BUSINESS/PROJECT NAME:.__l-_!1+ ADDRESS: CONTACT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION PERMIT N FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ ] FIRE ALARM IRE SPRINKLER []HOOD [ ]PAINT BOOTH [)TANK n"570% R DI l unm lIl RRF InnaefT F:FEc P=i TOTAL FEES: 0'O 0 1 7 IZ CITY OF SANFORD BUILDING & FIRE PREVENTIONVFDPERMITAPPLICATION Application No: Bldg. Permit #17-1741 Documented Construction Value: $ 2, 750.00 Job Address: 318 MERRY BROOK CIR (Lot 256) Historic District: Yes No Parcel ID: 27-19-30-506-0000-2560 Residential Commercial El Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: Install a 13D overhead fire sprinkler system starting at 1'-0" above finished floor in the garage. ( I g -v, f Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656=8026 Email: permitting@waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC , Phone: r StP@et:''1'S1'SOUTHALL:.LN: STE 20o Resident of property? it tl "'11: r.:c .err .. rrt i, + CityState'Zip:'MAITI;AND, •.•FL,32751 Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: 407,-798-7598 Street: 222 Capitol Court City, State Zip: Ocoee, FL 34761 Name: N/A Street: ' City, St, Zip: r Bonding Company: Address: N/A Fax' 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: Fax: E-mail: _ Mortgage Lender: Address: WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE.JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY- BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. • I + , Application is hereby made to obtain a permit to do the'work and installations as indicated. 1 certify that no work or installation ha: commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised lune 30, 2015 Penmt Application 10) gr'/7 a NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Dale Signature of Contractor/Agent 15.1te Robert Dewar Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -Slate of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID V of Notary -State of Flo la.N.".• D*tTMA, MCCULLOCH AMY COMMISSION # FF 065550 J fiEXPIRES: February 25, 2015 22,10 !Bondedru Nobry Public UnderUn Contractor/Agent is x Personally Known to Me or Produced ID Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: i Plumbing - # of Fixtures Fire Alarm Permit: Yes No i ASTE WATER: BUILDING: Revised June 30, 2015 Permit Application N CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION F D Application No: Bldg. Permit #17-1741 Documented Construction Value: $ 825.00 Job Address: 318 MERRY BROOK CIR (Lot 256) Historic District: Yes No x Parcel ID: 27-19-30-506-0000-2560 Residential Commercial El Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work.• Underground piping starting at the B. F. by others. Plan Review Contact Person:' Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: permitting®waynefire.com I Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOU.THALli ... . STE,200_ Resident of property? r. , - — r Cit)', State;Zip': MAI_TLAND; "AFI, .32751A, X%j. Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222 Capitol Court Fax: 407-656-8026 City, State Zip: Ocoee, FL 34761 State License No.: FPC14-000057 Architect/Engineer Information Name: NSA Phone: Street: City, St, Zip: Bonding Company: N/A Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO,YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE'JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENI)ER-OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit.10'.4o the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, andairconditioners, etc. t t FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that elate: 5" Edition (2014) Florida Building Code Revised lune 30, 2015 Permit Application i NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Dale Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Dewar Print Contractor/Agent's Name of fkUTH A. 6 ff 0665% my COMMISSION 2015 pIRES: Feb plc UndenM Is gp Qp4ihNNOtr1tY ort• Contract r gent is x Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: "ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No ASTE WATER: BUILDING: Revised lune 30, 2015 Permit Application 0 DATE: 7n •. " / BUSINESS/PROJECT NAME: '7-kp [ ADDRESS: _ f e. CONTACT NAME: 0 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 PERMIT NUMBER: er,,J o- HONE PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ ] FIRE ALARM IRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK I lc]:Inm iN FIRF IMPAf'T FGc DDI V. p TOTAL FEES: j rXv a i V EARN E Automatic Fire Sprinklers, Inc. 222 Capitol Court— 0000% Ft. 34TH -0033 Phone (407) 45414030—Fax (403) 5W4020 REVISED QUOTATION Alabama A-0457 Florida EF20001320 0 Georgia LVA205941 4 North Carolina 29611-SP-FA/LV 4 I South Carolina FAC.3385 M February 8, 2017 i Attn: Alex Madison Taylor Morrison 2600 Lake Lucien Drive, Suite 350 Maitland, Fl. 32751-7172 Fax X1321-397-7251 RE: THORNEBROOKE FIRE LINE LAST NINE BUWINGS PHASE 2 INCLUDEDS UNITS 190-197,198-202,203-210,211-218,257-263, 264-270, 271-276, 241-248 & 249-256 SANFORD, FLORIDA FIRE SPRINKLER SYSTEM Wayne A utomatic Fire Sprinklers, Inc. hereby submits an estimate for necessary labor and material to furnish and install: TYPE OF SYSTEM: Wayne Automatic Fire Sprinklers to supply nine (9) buildings with (65) units, with the underground feed mains to each unit. The fin; systems backflows will not be supplied by Wayne Automatic Fire Sprinklers that cover nine (9) new buildings. Wayne Automatic Fire Sprinklers to provide approximately 3,100' of CPVC piping to V above finished floor inside each unit. Owner to provide building corner pins for each building to allow for Installation. Quote is based on one (1) permit per building. Sprinkler piping up pieces will be covered awaiting building starts. I LAYOUT OF SYSTEM: Layout of system to be at Wayne Automatic Fire Sprinklers' diserction according to NFPA standards and local codes. UNDERGROUND SUPPLY PIPE: Underground supply pipe approximately 3,100 total feet to each building locations will be CPVC; it is included from the building riser locations on inside garages to backflow valve left by others on the building side of the street in the grass area. CITY WATER CONNECTION: Buyer to furnish city water connection from existing backflow to valve at each point of service. )t is mutually agreed and understood that Wayne Automatic Fire Sprinklers is not to be held responsible for the adequacy or the quality of the water supply. WARRANTY & GUARANTEE: Wayne Automatic Fire Sprinklers will furnish all manufacturer's warranties and instructions, as -built drawings, and certificate of final inspection upon completion of work. Wayne Automatic Fire Sprinklers will provide a twelve-month guarantee covering defective equipment, materials, and workmanship. The guarantee is to start on the date equipment is placed in service. ADDENDUM THORNBROOKE-FIRELINES LAST NINE BUILDINGS -PHASE 2 TO MASTER AGREEMENT FOR DEVELOPMENT SERVICES EXHIBIT B JOB SITE I PREVIOUSLY SENT w A Taylor Morrison 9 Masser Authorizing Addendum'— Professional Services Ver. 4.24.14 -FLORIDA February 8, 2017 Wayne Automatic Fire Sprinklers, Inc. Re: Thronebrook Fire Lines Phase 2/Sanford, Florida NOTE (Owner duties): As required by 4A.60.006 Florida Fire Prevention Code, NFPA 25 4-1.2 and NFPA 72 7-1.2, it is,the Owner's responsibility to properly maintain the Fire Sprinkler and Fire Alarm System(s). To the &&lest extent permitted by law, the Contractor shall indemnify, defend and hold harmless the Subcontractor, his agents and employees, from and against claims, damages, losses and expenses, including but not limited to attorney's fees, arising out of or resulting from all losses caused or contributed to by the Owner's failure to properly Test, Inspect and Maintain all fire protection system(s) in accordance with NFPA 25 and NFPA 72. Best regards, ' Carl McQuaig Sales Representative Cell 407-467-3165 carlm@waynefire.com YOUR ONE-STOP SAFETY SOLUTION TO INSTALLATION, INSPECTIONS, SERVICE AND MONITORING OF FIRE ALARMS, SECURITY AND FIRE PROTECTION SERVICES Wayne Automatic Fire Sprinklers, Inc. Locations: Ocoee 407-656-3030, Ft Myers 239-433-3030 Jacksonville 904-268-3030 Tampa 813-630-0303 Pompano 954-917-3030 North Carolina 704782-3032 February 8, 2017 Wayne Automatic Fire Sprinklers, Inc. Re: Thronebrook Fire Lines Phase 2/Sanford, Florida ADHERENCE TO CODES: All work is to be done in strict accordance with applicable NFPA standards and local codes. EXCLUSIONS: The following are not included. Priming or painting of backflows or pipe. Backilow Preventers by others. Building corner pins. Survey. Concrete pads. Any other fees other than.fire departments. Chlorination or Testing. Certified As-Builts. Taps on existing fire lines. New Hydrants. De -watering. Cutting, repair or replacing asphalt/walks and curbs. City water connection. Water quality. Replacing sod, trees, shrubs, etc. Striping of parking spaces or roadways. PRICE BREAKDOWN: Underground Fire Mains/ to each unit location........................................................:......568,500.00 Tie onto (5) existing backflow provided by others and run fire line into each unit. pv TERMS: Monthly invoices for installation and material. YS,5. J - ZA- NOTE: This quotation is based upon drawings prepared by Wayne Automatic Fire Sprinklers, Inc. dated revised November 30, 2015. Wayne Automatic Fire Sprinklers reserves the right to require final contract documents and all necessary CAD disks needed to draw the fire protection system. No costs for these documents/disks have been included in this quotation. Any such costs will be incurred by the General Contractor. NOTE: Pricing on this quotation is valid for a period of thirty (30) days from the time the quotation is accepted. Materials purchased for the project atter the thirty (30) day period has expired are subject to price adjustments that reflect increases in the current cost of such materials. Such material price adjustments will increase the contract sum and be processed by means of a contract change order. This proposal may be withdrawn by Wayne Automatic Fire Sprinklers if not accepted within thirty (30) days, or if a contract agreeable to both parties cannot be negotiated. NOTE: Important Information with Regards to Your CPVC Fire Sprinkler System Your CPVC tin: sprinkler system will enhance the safety and security of your building when properly cared for. CPVC Fire Sprinkler Products resist attack from a wide range of chemicals that are corrosive to metallic piping. As with any piping material, there arc however, certain chemicals that can be detrimental to CPVC. Occasionally some of these chemicals may be found in some construction products, site preparations and building maintenance. Then: am certain things that you need to be mindful of in caring for or working around your CPVC fire sprinkler system. Please review the web -site for Lubrizol FGG/BM Compatible Program. WWW.SYSTEMCOMPATIBLE.COM ADDENDUM THORNBROOKE-FIRELINES LAST NINE SUILDINGS-PHABE 2 TO MASTER AGREEMENT FOR DEVELOPMENT SERVICES EXHIBIT A SCOPE/CONTRACT PRICEISCHEDULE Job No.: H.0160.16611100.009000.32010D.10 Commitment 320100 Taylor Morrison's Representative: Brian Dalrymple Contractor's Representative: Carl McQual_0 Consultant shall provide the following services for the Project (the 'Services'): Per Your Proposal dated February 8. 2017. . The Services related to this Addendum shall be completed during the following time frames: Feb.8.2017-Mar.30.2017. r The Approved Budget related to this Addendum Is as Consultant's hourly fee schedule (including time period for which rates apply) is as follows: Per Master Agreement. n Taylor Morrison 2 Master Authorkft Addendum — Professional Services Ver.4.24.%FLORIDA I AUTHORIZING ADDENDUM THORNBROOKE-FIRELINES LAST NINE BUILDINGS -PHASE 2 TO MASTER AGREEMENT FOR DEVELOPMENT SERVICES TAYLOR MORRISON: CONSULTANT: Taylor Morrison of Florida, Inc. a Florida WAYNE AUTOMATIC FIRE corporation Job Code:_ H.0160.16611100.009000.32010D.10 Commitment: 320100 NOTICE TO PROCEED DATE: FebrugM B. 2017 SUBSTANTIAL COMPLETION DATE: March 30.2D17 DESCRIPTION OF WORK This Addendum to Master Agreement for Development Services (`Addendum') Is made and entered Into effective as of 81^ day of March, 2017 by and between Taylor Morrison of Florida, Inc. a Florida corporation (Taylor Morrison") and WAYNE AUTOMATIC FIRE SPRINKLER, ('CONSULTANT"), with respect to the Master Agreement for Development Services between Taylor Morrison and Consultant dated January 1, 2016 (the'Agreement'). 1. Services. Pursuant to the Agreement, Consultant shall perform the Services for the Approved Budget within the time frame set forth on Exhibit A attached hereto and s*ed to the Insurance coverage requirements set forth in Paragraph 7.1 of the Agreement. 2. at. The Work will be performed at the Job site (the "Site'), the location of which Is legally described on Exhibit B attached hereto. Unless otherwise defined herein, all capitalized terms used in this Addendum shall have the meanings set forth in the Agreement. This Addendum may be executed simultaneously or in counterparts, each of which shall be deemed an original, but all of which together shall constitute one and the same Instrument. In the event of a conflict between the provisions of the Agreement and thls Addendum, the Agreement shall control except to the extent that the Addendum specifically states that a provision Is Intended to modify the Agreement. Except as supplemented by this Addendum, all provisions of the Agreement shall remain in full force and effect. TAYLOR MORRISON:' CONSULTANT: Taylor Morrison of Florida, Inc. a Florida WAYNE AUTOMATI SPRINKLER corporation By: By Print NaBrian Dahvmole Print Name: Ran DrawlyNam-, Titer Undg/Sits Department Manager Data. t — Date: March 13, 2017 Taylor Morrison 1 Master Authorizing Addendum – Professional Services Ver. 4.24.14 -FLORIDA Taylor Morrison Schedule e Unless specifically Identified herein, terms and conditions of the Master Agreement apply Effective Date: 4/14/2015 8:13 Expiration Date: 4/12/2020 8:13 7otal DoLa W, ..- } . r .. Y - h +. •J,. f, Mo C Name ? - " w• ' . +: CF :n. ? t' d .a'. r ,rC,.,2 tC•"r. ',^, t'. wt•"' 'i'.. .,.:i.!! ProductlCo`der , _.moi, Prot7u °t Deunphbn ` l ? • Graft ode' y=?,3;'t.. Birch Di to "+ R dw 88VD 'tdver}I 'Willolvi iscoyery fi5'1 „r rrr rrr VP Purchasing OR Purchasing M Date: Modifications and changes to this document we expressly prohibited. Page 1 of 1 Printed 4/14/2015 5:13 AM Contractor: = 111.) N V'PWOAYNE Automatic Fire Sprinklers, Inc LETTER OF TRANSMITTAL To: CITY OF SANFORD JOB NO. 85833 DATE: 10/27/18 300 N. PARK AVENUE RE: Thornbrooke Townhomes (Lots 249-256) SANFORD, FL 32772 ATTENTION: PLANS REVIEW ENCLOSED YOU WILL FIND: f COPIES DATE DESCRIPTION 3 FIRE SPRINKLER PLANS 16 PERMIT APPLICATION 1 COPY OF .S tq- 1 X—For approval For your use As requested —X—For review and comment I REMARKS: PLEASE RETURN (2) SETS WITH YOUR SEAL OF APPROVAL AND/OR COMMENTS. PLEASE CALL 407-877-5557 WHEN PERMIT IS READY AND GIVE AMOUNT. Signed: Ruth McCulloch 0 HYDRAULIC CALCULATIONS PRODUCT DATA SUBMITTAL For THORNBROOKE TOWNHOMES LOTS 249-256 WAFS # 85833 OH SANFORD, FLORIDA WAYNE AUTOMATIC FIRE SPRINKLERS, INC. 222 CAPITOL COURT - OCOEE, FL 34761 TEL (407) 656-3030 or FAX (407) 656-8026 5 r r SAT MIM ' Automatic Fire Sprinklers, Inc. Hazard Fire Protection Engineering, Inc. , 222 CAPITOL COURT OCOEE, FL 34761 PH (407) 877-5578 FAX: (407) 866-8028 Certificate of Authorization Nlmber 28038 I Robert A Dewar. P.E. FL Ucenee Na 70837 ' Ed S. Snider, P.E. FL License No. 71374 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Birch Unit B-1 Sheet Number FPB.1 Location White Cedar Road Design Area B-1 Contract 858** Data File Thornebrook B-1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 0 PC 5 Wayne Automatic Thornebrook Birch Unit B-1 HYDRAULIC CALCULATIONS for Project name: Thornebrook Town homes Bnch Unit Location: White Cedar Road Drawing no: FPGA Date: 10/11/17 Design Remote area number. B-1 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 2 sprks - SgFt Coverage per sprinkler. 256 - SgFt Type of sprinklers calculated. Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated: 2 In -rack demand. N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 31.3 - GPM @ 36.7 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 10/11/17 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Page 1 Date 10/11/07 Name of contractor: Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number: 407-877-5578 Name of designer: MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here.) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. TYPICAL CALCULATION DONE FROM MOST REMOTE/DEMANDING BUILDING ON PROPERTY. Computer Programs by Hydratec Inc Route 111 Windham N.H USA 03087 Water Supply Curve C i Wayne Automatic Page 2 Thornebrook Birch Unit B-1 Date 10/11/07 City Water Supply. 1 C1 - Static Pressure 65 C2 - Residual Pressure 55 C2 - Residual Flow 1000 L Demand: D1 - Elevation D2 - System Flow D2 - System Pressure Hose ( Demand) D3 - System Demand Safety Margin 7.652 31.113 36 758 Ti 113 28.226 150 140 130 P 120 R 110 E 100 S90 i S80 U 70 ell R 60 E 50 40 30 20 r 10 D1 100 200 300 400 500 600 700 FLOW( N^ 1.85) 800 t 900 Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 C2 Fittings Used Summary Wayne Automatic Page 3 Thornebrook Birch Unit B-1 Date' 10/11/07 Filling Legend Abbrev Name / % 1 1/ 1/ 2 2/ 3 3/ 4 5 6 8 10 12 14 16 18 20 24 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 S Generic Swing Check Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 UCPVC 90' Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V' CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zik Wilkins 950XL Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Length Units Flow Units Pressure Units ' Inches Feet US Gallons per Minute Pounds per Square Inch Note. Fitting Legend provides equivalent pipe lengths for fittings types of various diameters Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with ' The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment All values for fittings not marked with a ' will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Thornebrook Birch Unit B-1 Page Date 4 10/11/07 Node Elevation K -Fact Pt Pn Flow Density Area Press No Actual Actual Req B1 19.667 4.9 7.0 na 1296 005 256 70 132 19 667 49 72 na 1315 005 256 70 BA 20 333 823 na BC 20.333 1155 na BD 20 333 13.12 na 200' 20 333 13.75 na 100 10 333 19.75 na 101 10 333 2096 na TB 10 333 2166 na BB 1 0 2659 na UG4 -30 28.83 na UG3 -3.0 3045 na BF1 -3.0 30.87 na BF2 -3.0 3857 na C218 -3.0 3891 na 5.0 C248 -3.0 1 38.92 na UG2 -30 38.92 na UG1 -30 3892 na C203 -3.0 38.92 na C202 -30 38.92 na C190 -30 38.92 na C132 -30 38.92 na C125 -30 38.92 na C64 -30 38.92 na ST1 -30 3892 na ST2 -30 3892 na TEE -30 3892 na HYD 20 3676 na f The maximum velocity is 13.96 and it occurs in the pipe between nodes BA and BC r 11 0 r Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Thornebrook Birch Unit B-1 Page 5 Date 10/11/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn B1 12.96 0.874 U 4.0 9.167 7.000 K Factor = 4.90 to 150.0 V 3.0 7.000 0288 BA 12.96 0.0939 0.0 16.167 1 518 Vel = 6.93 0.0 1296 8.230 K Factor= 4.52 B2 13.15 0.874 U 4.0 6 667 7.201 K Factor = 4.90 to 1500 V 30 7.000 0.288 BA 13.15 00964 0.0 13 667 1.317 Vel = 7.03 0.0 13.15 8.230 K Factor= 4.58 BA 26.11 0 874 V 3.0 6.667 8.230 to 1500 0.0 3 000 0.0 BC 26.11 03431 0.0 9 667 3.317 Vel = 13.96 BC 0.0 0.874 0.0 4.583 11547 to 150.0 0.0 00 0.0 BD 26.11 03430 0.0 4 583 1.572 Vel = 13.96 BD 0.0 1.101 U 5.0 0.667 13.119 to 150.0 0.0 5.000 00 200 26.11 0.1113 0.0 5.667 0.631 Vel = 8.80 200 0.0 1.101 V 5.0 10.000 13.750 to 150.0 0.0 5.000 4.331 100 26.11 01115 0.0 15 000 1.672 Vel = 8.80 100 0.0 1101 0.0 10.833 19.753 to 150.0 0.0 0.0 0.0 101 26.11 0.1114 0.0 10.833 1.207 Vel = 8.80 101 0.0 1.394 2U 12.0 7.833 20.960 to 150.0 0.0 12.000 0.0 TB 26.11 0.0353 0.0 19.833 0.701 Vel = 5.49 TB 0.0 1.394 Z 4.762 9.333 21.661 to 150.0 S 11.11 15 871 4.042 BB 26.11 0.0353 0.0 25.204 0.890 Vel = 5.49 0.0 26.11 26.593 K Factor = 5.06 BLDG UG BB 26.11 1.598 U 7.0 13.000 26.593 to 150.0 V 8.0 15.000 1732 UG4 26.11 0.0182 0.0 28 000 0.509 Vel = 4.18 UG4 0.0 1.598 0.0 89.000 28.834 to 150.0 0.0 0.0 0.0 UG3 26.11 0.0182 0.0 89 000 1.616 Vel = 4.18 UG3 0.0 1598 V 8.0 15.000 30.450 to 150.0 0.0 8.000 0.0 BF1 26.11 0.0182 0.0 23 000 0.418 Vel = 4 18 Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic 10.70 7.98 0.0 252 000 38 916 Page 6 Thornebrook Birch Unit B-1 0.0 00 0.0 C190 Date 10/11/07 Hyd. Qa Dia. Fitting Pipe Pt Pt G 6.041 202.000 Ref. to C" or 0.0 Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BF1 0.0 2.067 T 10.0 20 000 30.868 to 120.0 L 3.0 13.000 7.445 Fixed Loss = 7.445 BF2 2611 0.0078 Zik 0.0 33.000 0.259 Vel = 2.50 BF2 0.0 1.913 G 1.036 34.000 38.572 to 150.0 T 10.364 11.400 0;0 C218 2611 0.0076 0.0 45.400. 0.343 Vel = 2.91 0.0 26.11 38.915 K Factor = 4.19 SITE UG C218 16.46 7.98 G 6.041 423.000 38.915 Qa = 5.00 to 150.0 3F 40.774 46.814 0.0 C248 16.46 0.0 0.0 469.814 0.001 Vel = 0.11 C248 0.0 7.98 G 6.041 33.000 38.916 i to 150.0 0.0 6 040 00 UG2 16.46 0.0 0.0 39 040 00 Vel = 011 UG2 395 798 G 6 041 431.000 38 916 to 150.0 T 52.855 58.895 0.0 ST1 20.41 0.0 0.0 489.895 0 003 Vel = 013 0.0 20.41 38.919 K Factor = 3.27 C218 14.66 7.98 3F 40.774 483.000 38.915 to 150.0 G 6.041 99 669 00 UG1 14.66 0.0 T 52.855 582.669 0.001 Vel = 0.09 0.0 14.66 38.916 K Factor = 2.35 UG1 3.95 7.98 0.0 254.000 38.916 to 150.0 0.0 0.0 0.0 C203 3.95 0.0 0.0 254 000 00 Vel = 0.03 C203 0.0 7.98 0.0 24 000 38.916 to 150.0 0.0 00 00 C202 3.95 0.0 0.0 24.000 0.0 Vel = 0.03 C202 0.0 7.98 G 6.041 205 000 38.916 to 150.0 T 52.855 58.895 0.0 UG2 3.95 0.0 0.0 263.895 0.0 Vel = 0.03 0.0 3.95 38.916 K Factor= 0.63 Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 UG1 10.70 7.98 0.0 252 000 38 916 to 150.0 0.0 00 0.0 C190 10.7 0.0 0.0 252.000 0 001 Vel = 0 07 C190 0.0 7.98 G 6.041 202.000 38 917 to 150.0 0.0 6.040 00 C132 10.7 0.0 0.0 208.040 00 Vel = 0 07 Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Thornebrook Birch Unit B-1 Page 7 Date 10/11/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes w*.•** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn C132 0.0 798 3F 40.774 502 000 38.917 to 150.0 0.0 40.774 0.0 C125 10.7 0.0 0.0 542.774 0.001 Vel = 0.07 C125 0.0 7.98 3F 40.774 430 000 38.918 to 150.0 0.0 40 774 0.0 C64 10.7 0.0 0.0 470.774 00 Vel = 0.07 C64 0.0 798 G 6.041 171 000 38.918 to 1500 T 52.855 58.895 00 ST1 10.7 0.0 0.0 229 895 0.001 Vel = 0.07 00 10.70 38.919 K Factor= 1.72 ST1 31.11 7.98 G 6.041 128 000 38.919 to 150.0 T 52.855 58.895 0.0 ST2 31.11 0.0 0.0 186.895 0.001 Vel = 0.20 ST2 0.0 9.79 G 6.747 360.000 38.920 ' to 1500 T 67.474 74 221 00 TEE 31.11 00 0.0 434 221 0 002 Vel = 0.13 TEE 0.0 6.34 G 4.952 15.000 38.922 to 140.0 L 14.855 19 807 2.166 HYD 31.11 00001 00 34.807 0 002 Vel = 0.32 0.0 31.11 36.758 K Factor = 5.13 Computer Programs by Hydratec Inc Route 111 Windham N H. USA 03087 I Automatic Fire Spri nklers, Inc. Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE, FL 34751 PH (407) 877-5578 FAX: (407) 855-8028 Certificate of Authorization Number 29038 Robert A Dewar. P.E. FL License Na 70837 Ed S. Snider, P.E. FL License No. 71374 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 , 407-656-3030 ' Job Name Thornebrook Birch Unit B-2 Sheet Number FPB 1 Location t: White Cedar Road Design Area ,: B-2 Contract 858"" Data File Thornebrook B-2.WXF f Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 i Wayne Automatic Thornebrook Birch Unit B-2 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Brich Unit Location: White Cedar Road Drawing no: FPGA Date: 10/11/17 Design Remote area number. B-2 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 2 sprks - SgFt Coverage per sprinkler: vARIES - SgFt Type of sprinklers,calculated. Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated: 2 In -rack demand. N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 45.9 -GPM @ 57.5 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 10/11/17 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Page 1 Date 10/11/17 Name of contractor: Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number: 407-877-5578 Name of designer: MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. TYPICAL CALCULATION DONE FROM MOST REMOTE/DEMANDING BUILDING ON PROPERTY. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Wayne Automatic Thornebrook Birch Unit B-2 Page 2 Date 10/11/17 City Water Supply C1 - Static Pressure , C2 - Residual Pressure: C2 - Residual Flow 65 55 1000 Demand D1 - Elevation D2 - System Flow D2 - System Pressure Hose ( Demand) D3 - System Demand Safety Margin 8 085 45 891 57 479 45 891 7 488 150 140 130 P 120 R 110 E 100 S90 S80 U 70 R 60 E 50 40 30 20 10 D1 100 200 300 400 500 600 700 FLOW( N ^ 1 85 ) 800 900 Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 r C2 Fittings Used Summary Wayne Automatic Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute , Pressure Units Pounds per Square Inch Page 3 Thornebrook Birch Unit B-2 Date 10/11/17 Fitting Legend Abbrev Name h 1 1 Y. VA 2 2% 3 3'/, 4 5 6 8 10 12 14 16 18 20 24 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 ' 21 24 28 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Tum Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 S Generic Swing Check Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 75 87 98 109 130 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 U' CPVC 90' Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V• CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zrk Wilkins 950XL Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute , Pressure Units Pounds per Square Inch Note -,Fitting Legend provides equivalent pipe lengths for fittings types of various diameters Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment All values for fittings not marked with a ' will be adjusted In the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Pressure / Flow Summary - STANDARD , Wayne Automatic Page 4 Thornebrook Birch Unit B-2 Date 10/11/17 Node Elevation K -Fact Pt Pn Flow Density Area Press No I Actual Actual Req. 133 20.667 49 167 na 2002 005 400 16.7 133T 21.333 1736 na B4 19 667 49 18.13 na 2087 0.05 1 256 70 134T 20 333 1864 na BC 20 333 2223 na BD 20.333 2327 na 1 200 20.333 2471 na 100 10.333 r 3288 na 101 10 333 3564 na TB 10.333 3725 na BB 1 0 4333 na UG4 3.0 4623 na UG3 30 4994 na BF1 3.0 5089 na BF2 3.0 5884 na C218 30 5963 na 5.0 C248 3.0 5963 na UG2 30 5963 na UG1 3.0 59.63 na C203 3.0 5963 na C202 30 5963 na C190 3.0 5963 na C132 3.0 15963na L C125 30 5963 na C64 3.0 5963 na ST1 3.0 59.63 na ST2 3.0 5964 na TEE 3.0 5964 na HYD 2.0 5748 na The maximum velocity is 13.78 and it occurs in the pipe between nodes BD and 200 1 r 1 1 ; Computer Programs by Hydratec Inc Route 111 Windham N.H USA- 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Birch Unit B-2 Date 10/11/17 Hyd Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn B3 20.02 0.874 U 4.0 0 500 16 700 K Factor = 4.90 to 150.0 00 4.000 0.288 63T 20.02 0.2098 0.0 4.500 0.944 Vel = 10.71 63T 0.0 0.874 31.1 12.0 11.083 17.356 to 150.0 V 3.0 15.000 0.433 BD 20.02 02099 00 26.083 5.476 Vel = 10.71 0.0 20.02 23.265 K Factor = 4 15 B4 20.87 0.874 V 3.0 0.500 18.135 K Factor = 4 90 to 150.0 0.0 3.000 0.288 B4T 20.87 0.2266 00 3.500 0.793 Vel = 11.16 134T 0.0 0.874 U 4.0 11833 18.640 to 150.0 0.0 4.000 0.0 BC 20.87 02266 0.0 15.833 3.587 Vel = 11.16 BC 0.0 0.874 0.0 4.583 22 227 to 1500 0.0 0.0 0.0 BD 20.87 0.2265 00 4.583 1.038 Vel = 11.16 BD 20.02 1.101 U 5.0 0.667 23.265 to 150.0 0.0 5.000 0.0 200 40.89 02555 0.0 5.667 1.448 Vel = 13 78 200 0.0 1.101 V 5.0 10.000 24.713 to 150.0 00 5.000 4 331 100 40.89 0.2555 0.0 15.000 3.832 Vel = 13.78 100 0.0 1.101 0.0 10.833 32.876 to 150.0 0.0 0.0 00 101 40.89 0.2555 0.0 10.833 2.768 Vel = 13 78 101 0.0 1.394 2U 12.0 7.833 35.644 to 150.0 00 12.000 0.0 TB 40.89 0.0810 0.0 19.833 1.606 Vel = 8 60 TB 0.0 1.394 Z 4.762 9.333 37.250 to 150.0 S 1111 15.871 4.042 BB 4089 0.0810 0.0 25.204 2.041 Vel = 8.60 0.0 40.89 43.333 K Factor = 6.21 BLDG UG BB 4089 1.598 U 7.0 13.000 43.333 to 150.0 V 8.0 15 000 1.732 UG4 4089 0.0416 0.0 28.000 1.166 Vel = 6.54 UG4 0.0 1.598 0.0 89.000 46.231 to 150.0 0.0 0.0 0.0 UG3 40.89 00416 0.0 89.000 3.705 Vel = 6.54 UG3 0.0 1.598 V 80 15.000 49.936 to 150.0 0.0 8.000 0.0 BF1 40.89 00417 0.0 23 000 0.958 Vel = 6.54 BF1 00 2.067 T 10.0 20.000 50.894 to 120.0 L 3.0 13 000 7 353 Fixed Loss = 7.353 BF2 40.89 0.0180 Zik 00 33.000 0.593 Vel = 3.91 Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 6 Thornebrook Birch Unit B-2 Date 10/11/17 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BF2 0.0 1.913 G 1036 34.000 58.840 to 150.0 T 10.364 11.400 0.0 C218 4089 0.0173 0.0 45.400 0.787 Vel = 4.56 0.0 40.89 59.627 K Factor = 5.30 SITE UG C218 24.27 7.98 G 6.041 423.000 59.627 Qa = 5.00 to 150.0 3F 40.774 46.814 0.0 C248 24.27 0.0 0.0 469.814 0.003 Vel = 0.16 C248 0.0 7.98 G 6.041 33.000 59.630 to 150.0 0.0 6.040 0.0 UG2 24.27 0.0 0.0 39.040 0.0 Vel = 0.16 UG2 5.84 7.98 G 6.041 431.000 59.630 to 150.0 T 52 855 58.895 0.0 ST1 30.11 0.0 0.0 489.895 0.005 Vel = 0.19 0.0 30.11 59 635 K Factor = 3.90 C218 21.62 7.98 3F 40.774 483.000 59.627 to 150.0 G 6 041 99.669 0.0 UG1 21.62 0.0 T 52.855 582.669 0.003 Vel = 0.14 0.0 21.62 59 630 K Factor= 2.80 1 UG1 5.83 798 0.0 254.000 59.630 to 150.0 00 0.0 0.0 C203 5.83 0.0 0.0 254.000 0.0 Vel = 0.04 C203 00 7.98 0.0 24.000 59.630 to 150.0 0.0 0.0 0.0 C202 5.83 0.0 00 24.000 0.0 Vel = 0.04 C202 0.0 7.98 G 6.041 205.000 59 630 to 150.0 T 52.855 58.895 00 UG2 5.83 0.0 0.0 263.895 00 Vel = 0.04. 0.0 583 59.630 K Factor = 0.75 UG1 15.78 7.98 0.0 252.000 59 630 to 150.0 0.0 0.0 00 C190 15.78 0.0 00 252.000 0 001 Vel = .0.10 C190 0.0 7.98 G 6.041 202.000 59 631 to 150.0 0.0 6.040 00 C132 15.78 0.0 0.0 208.040 00 Vel = 0.10 C132 0.0 7.98 3F 40.774 502.000 59.631 to 150.0 00 40.774 00 C125 15.78 0.0 0.0 542.774 0.002 Vel = 0.10 I Computer Programs by Hydratec Inc Route 111 Windham NH. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 7 Thornebrook Birch Unit B-2 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv `""""' Notes Point Qt Pf/Ft Eqv. Ln Total Pf Pn C125 0.0 798 3F 40 774 430.000 59.633 to 150.0 00 40.774 0.0 C64 15.78 0.0 0.0 470.774 0 001 Vel = 0 10 C64 0.0 798 G 6.041 171 000 59.634 to 1500 T 52 855 58.895 0.0 ST1 15.78 00 0.0 229.895 0.001 Vel = 0.10 0.0 1578 59635, K Factor = 2.04 ST1 45.89 798 G 6.041 128.000 59.635 to 150.0 T 52.855 58.895 0.0 ST2 45.89 0.0 0.0 186.895 0.004 Vel = 0.29 ST2 0.0 979 G 6.747 360.000 59.639 to 150.0 T 67.474 74.221 0.0 TEE 45.89 0.0 0.0 434.221 0.003 Vel = 0.20 TEE 0.0 634 G 4.952 15.000 59.642 to 140.0 L 14.855 19.807 2166 HYD 4589 0.0001 0.0 34.807 0.003 Vel = 0.47 0.0 45.89 57.479 K Factor = 6.05 Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 w rr 'wwYMc Automatic,Fire Sprinklers. Inc. 0 I Hazard Fire Protection Engineering, 'Inc. 222 CAPITOL COURT OCOEi , FL 34761 Pit (407) 877-5578 FAX: (407) 855-8128 Certilioata of. Authorization Nmber 28038 Robert Jl. Dewar. P.E. FL License No, 70837 Ed S. Snider, , P.E. FL License No. 71374 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Redwood Unit R-1 Sheet Number FPR 1 Location White Cedar Road Design Area R-1 Contract • 858** Data File Thornebrook R-1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N H USA 03087• I Wayne Automatic Thornebrook Redwood Unit R-1 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Redwood Unit Location: White Cedar Road Drawing no: FPR 1 Date: 10/11/17 Design Remote area number: R-1 Remote area location: 1st Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 2 sprks - SgFt Coverage per sprinkler: 400 - SgFt Type of sprinklers calculated: Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated: 2 In -rack demand. N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 47 1 - GPM @ 57.8 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 10/11/17 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Page 1 Date 10/11/17 Name of contractor. Wayne Automatic Fire Sprinklers, Inc Address: 222 Capitol Court, Ocoee, FL 34761 Phone number. 407-877-5578 Name of designer: MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. TYPICAL CALCULATION DONE FROM MOST REMOTE/DEMANDING BUILDING ON PROPERTY. Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Water Supply Curve C Wayne Automatic, Thornebrook Redwood Unit R-1 Page 2 Date 10/11/17 City Water Supply. I C1 -Static Pressure . C2 - Residual Pressure. C2 - Residual Flow 65 t 55 I 1000 t f Demand. D1 - Elevation D2 - System Flow D2 - System Pressure Hose ( Demand) D3 - System Demand Safety Margin t 3 176 47092 57 847 47 092 7.118 150 140 130 P 120 R 110 E 100 S90 S80 U 70 r R 60 E 50 40 30 20 10 100 200 300 400 500 600 700 FLOW( N^1.85) I 800 900 Computer Programs by Hydratec Inc. Route.111 Windham N H USA 03087 C2 Fittings Used Summary Wayne Automatic Page 3 Thornebrook Redwood Unit R-1 Date 10/11/17 Filling Legend Abbrev Name 1 1% 1% 2 2K 3 3% 4 5 6 8 10 12 14 16 18 20 24 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Tum Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 RCPVC Coup -Tee Run Tyco 0 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S Generic Swag Check Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 9V Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 U' CPVC 9V Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V' CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zik Wilkins 950XL Fitting generates a Fixed Loss Based on Flow ti Units Summary I Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note. Fitting Legend provides equivalent pipe lengths for fittings types of various diameters Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with • The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ' will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Page 4 Thornebrook Redwood Unit R-1 r Date 10/11/17 Node Elevation K -Fact Pt Pn Flow Density Area Press No Actual Actual Req R1 9 333 49 16.7 na 2002 005 400 167 R1T 10.3 18.7 na R2 9.333 4.9 r 2028 na 2207 0.05 400 167 RA 10.333 22.63 na 100 10.333 28.37 na 101 10.333 31.79 na TR 10.333 344 na BR 1.0 40.94 na UG5 -30 4359 na UG4 -30 46.27 na i UG3 -30 50.18 na BF1 -30 5119 na BF2 -3.0 5916 na C218 -3.0 59.99 na 50 C248 -30 600 na UG2 -3.0 600 na UG1 -3.0 60.0 na C203 -30 60.0 na C202 -30 60.0 na C190 -30 60.0 na C132 -3.0 60.0 na C125 -30 60.0 na C64 -3.0 60.0 na ST1 -3.0 60.0 na ST2 -30 60.01 na TEE -3.0 60.01 na HYD 20 5785 na The maximum velocity is 22.51 and it occurs in the pipe between nodes RA and 100 I i t r i t Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Redwood Unit R-1 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref C" or Ftng's Pe Pv wwwwwww Notes •wwwww Point Qt Pf/Ft Eqv. Ln. Total Pf Pn R1 20.02 0.874 2U 8.0 3.500 16.700 K Factor = 4.90 to 150.0 0.0 8 000 0.419 R1T 20.02 0.2099 0.0 11.500 2.414 Vel = 10.71 R 1 T 00 0.874 0.0 18.833 18 695 to 150.0 00 00 0.014 RA 20.02 02100 0.0 18.833 3 954 Vel = 10.71 0.0 20.02 22.635 K Factor= 4.21 w R2 22.07 0.874 U 4.0 4.083 20.283 K Factor = 4.90 to 150.0 V 3.0 7.000 0.433 RA 22.07 0.2513 0.0 11.083 2.785 Vel = 11.80 RA 2002 0 874 0.0 6.916 22.635 to 150.0 0.0 0.0 0.0 100 42.09 0.8298 0.0 6.916 5.739 Vel = 22 51 100 0.0 1.101 0.0 12.667 28.374 to 1500 0.0 0.0 00 101 4209 0.2695 0.0 12.667 3 414 Vel = 14.18 101 00 1.394 2U 12.0 18.583 31.788 to 150.0 00 12.000 00 TR 42.09 0.0854 0.0 30.583 2 613 Vel = 8 85 TR 0.0 1.394 4R 4.0 9.333 34.401 to 150.0 Z 4.762 19.871 4 042 BR 42.09 0.0854 S 11.11 29.204 2.495 Vel = 8.85 0.0 42.09 40.938 K Factor = 6.58 BLDG UG BR 42.09 1.598 V 80 13.000 40 938 to 150.0 0.0 8.000 1.732 UG5 42.09 0.0439 0.0 21.000 0.922 Vel = 6 73 UG5 0.0 1.598 0.0 61.000 43.592 to 150.0 0.0 00 0.0 UG4 42.09 0.0439 0.0 61.000 2.680 Vel = 6.73 UG4 0.0 1.598 0.0 89.000 46.272 to 150.0 0.0 0.0 0.0 UG3 42.09 0.0439 0.0 89.000 3.909 Vel = 6.73 UG3 0.0 1.598 V 8.0 15.000 50.181 to 150.0 0.0 8.000 0.0 BF1 42.09 0.0440 0.0 23.000 1.011 Vel = 6.73 BF1 0.0 2.067 T 10.0 20.000 51.192 to 120.0 L 3.0 13.000 7.347 w ` Fixed Loss = 7 347 BF2 42.09 0.0189 Zik 0.0 33.000 0.625 Vel = 4.02 BF2 0.0 1.913 G 1036 34.000 59164 to 150.0 T 10 364 11.400 0.0 C218 4209 0.0183 0.0 45.400 0 830 Vel = 4 70 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N' H. USA 03087 r Final Calculations - Hazen-Williams Wayne Automatic Page 6 Thornebrook Redwood Unit R-1 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt , Ref C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 42.09 59.994 K Factor= 5.43 SITE UG C218 24.91 7.98 G 6.041 423.000 59.994 Qa = 5.00 to 150.0 3F 40.774 46.814 0.0 C248 2491 0.0 0.0 469.814 0.004 Vel = 0.16 C248 0.0 798 G 6.041 33.000 59.998_ to 1500 0.0 6.040 0.0 UG2 24.91 0.0 0.0 39 040 0.0 Vel = 0.16 UG2. 5.98 7.98 G 6.041 431.000 59.998 to 1 150.0 T 52.855 58.895 0.0 ST1 30.89 0.0 0.0 489 895 0 005 Vel = 0.20 0.0 30.89 60 003 K Factor = 3.99 C218 22.18 7.98 3F 40.774 483.000 59.994 to 150.0 G 6.041 99.669 00 UG1 22.18 0.0 T 52.855 582.669 0.004 Vel = 0.14 0.0 22.18 59 998 K Factor = 2.86 UG1 5.98 7.98 0.0 254 000 59.998 to 150.0 0.0 0.0 0.0 C203 5.98 0.0 00 254 000 0.0 Vel = 0.04 C203 0.0 7.98 0.0 24 000 59.998 to 1500 00 0.0 0.0 C202 5.98 0.0 0.0 24.000 0.0 Vel = 0.04 C202 0.0 7.98 G 6.041 205.000 59.998 to 150.0 T 52.855 58.895 0.0 UG2 5.98 00 0.0 263.895 0.0 Vel = 0.04 0.0 5.98 59 998 K Factor = 0.77 UG1 1620 7.98 0.0 252.000 59.998 to 150.0 0.0 00 00 C190 16.2 0.0 0.0 252.000 0.0 Vel = 0.10 C190 00 7.98 G 6.041 202.000 59.998 to 150.0 0.0 6.040 0.0 C132 16.2 0.0 0.0 208 040 0.001 Vel = 0.10 C132 0.0 798 3F 40.774 502.000 59.999 to 150.0 0.0 40 774 00 C125 16.2 0.0 0.0 542.774 0.001 Vel = 0.10 C125 0.0 7.98 3F 40.774 430 000 60 000 to 1500 0.0 40 774 0.0 C64 16.2 0.0 0.0 470 774 0 002 Vel = 0.10 C64 0.0 7.98 G 6.041 171.000 60 002 to 1500 T 52.855 58.895 0.0 ST1 16.2 0.0 0.0 229.895 0.001 Vel = 0.10 Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 7 Thornebrook Redwood Unit R-1 Date 10/11/17 Hyd Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 16.20 60.003 K Factor= 2.09 ST1 47.09 7.98 G 6.041 128.000 60.003 to 150.0 T 52.855 58.895 0.0 ST2 47.09 0.0 00 186.895 0.004 Vel = 0.30 ST2 0.0 9.79 G 6.747 360.000 60.007 to 150.0 T 67 474 74.221 0.0 TEE 47.09 0.0 0.0 434.221 0.003 Vel = 0.20 TEE 0.0 6.34 G 4.952 15.000 60.010 to 140.0 L 14.855 19.807 2.166 HYD 47.09 0.0001 0.0 34.807 0.003 Vel = 0.48 , 0.0 47.09 57.847 K Factor = 6.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H USA 03087 r 8 Automatic Fire Spri 0 nklers, Inc. ' Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT DCOEE, FL 34781 PFS (407) 877-5578 FAX: (407) 85 —BOMB Certificate of Authorization iN=bw 29038 Robert 4 Dewar. P.E. FL Ucenee Na 70937 Ed S. Snider, P.E. FL License No. 71374 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Willow Unit W-1 Sheet Number FPW.1 Location White Cedar Road Design Area W-1 Contract 858" Data File Thornebrook W-1.WXF 0 Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 1 Wayne Automatic Thornebrook Willow Unit W-1 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Willow Unit Location: White Cedar Road Drawing no: FPW.1 Date: 10/11/17 Design Remote area number. W-1 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 2 sprks - SgFt Coverage per sprinkler: 256/324 - SgFt Type of sprinklers calculated: Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated: 2 In -rack demand: N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 31.7 -GPM @ 43.3 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 10/11/17 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc Page 1 Date 10/11/17 Name of contractor: Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number. 407-877-5578 Name of designer: MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. TYPICAL CALCULATION DONE FROM MOST REMOTE/DEMANDING BUILDING ON PROPERTY. Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Water Supply Curve C Wayne Automatic Page 2 Thornebrook Willow Unit W-1 Date 10/11/17 City Water Supply: C1 - Static Pressure - C2 - Residual Pressure, C2 - Residual Flow t 65 55 1000 Demand: D1 - Elevation D2 - System Flow D2 - System Pressure Hose ( Demand ) D3 - System Demand Safety Margin 7 652 31.672 43 276 31 672 21 707 150 140 130 P 120 R 110 E 100 S90 S80 U 70 R 60 E 50 40 30 20 10 D1 100 200 300 400 500 600 700 FLOW N^185) 800 900 Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 I 0 I C2 Fittings Used Summary Wayne Automatic Page 3 Thornebrook Willow Unit W-1 Date 10/11/17 Fitting Legend Abbrev Name A 1 1 % 1A 2 2h 3 3Y. 4 5 6 8 10 12 14 16 18 20 24 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 S Generic Swing Check Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 u CPVC 90' Elbow Tyro 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V' CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zik Wilkins 950XL Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note Fitting Legend provides equivalent pipe lengths for fittings types of various diameters Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with • The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ' will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Thornebrook Willow Unit W-1 Page Date 4 10/11/17 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req W1 19.667 4.9 783 na 13.71 005 , 256 7.0 W2 19.667 49 + 70 na 1296 0.05 256 7.0 2T 20 333 8.37 na WA 20.333 9.25 na WB 20.333 1073 na 200 20.333 1305 na 100 10.333 2202 na TW 10 333 2646 na BW 1.0 31.42 na UG5 -30 341 na UG4 -30 35.25 na UG3 -30 36.93 na BF1 -30 3737 na BF2 -30 45.08 na C218 -3.0 4543 na 5.0 C248 -30 4543 na UG2 -30 45.43 na UG1 -30 4543 na C203 -30 4543 na C202 '-3 0 45.43 na C190 -30 45.43 na C132 -30 45.43 na C125 -30 4544 na C64 -30 45.44 na ST1 -30 45.44 na ST2 -30 45.44 na TEE -30 45.44 na HYD 20 43.28 na The maximum velocity is 14.26 and it occurs in the pipe between nodes WA and WB N 1 u I Computer Programs by Hydratec Inc Route 111 Windham N H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Willow Unit W-1 Date 10/11/17 Hyd, Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn W1 13.71 0.874 U 4.0 9.417 7.826 K Factor = 4.90 to 1500 V 3.0 7.000 0.288 WA 13.71 0.1042 0.0 16.417 1 710 Vel = 7.33 0.0 13.71 9 248 K Factor= 4.51 W2 12.96 0.874 U 4.0 7.667 7.000 K Factor = 4.90 to 1500 2V 6.0 10.000 0.288 2T 12.96 0.0939 0.0 17.667 1.659 Vel = 6 93 0.0 12.96 8 371 K Factor= 4.48 2T 12.96 0.874 00 9.333 8.371 to 150.0 0.0 0.0 0.0 WA 12.96 0.0940 0.0 9.333 0.877 Vel = 6.93 WA 13.71 0.874 0.0 4.167 9.248 to 150.0 0.0 0.0 0.0 WB 26.67 03566 0.0 4.167 1 486 Vel = 14.26 WB 0.0 0.874 V 3.0 3.500 10 734 to 1500 0.0 3.000 0.0 200 26.67 0.3569 0.0 6 500 2.320 Vel = 14.26 200 0.0 0.874 V 3.0 10.000 13 054 to 150.0 00 3.000 4 331 100 26.67 0.3568 0.0 13.000 4.638 Vel = 14.26 100 0.0 1.101 2U 10.0 28.250 22.023 to 150.0 00 10.000 00 TW 26.67 0.1159 0.0 38.250 4.433 Vel = 8.99 TW 0.0 1.394 Z 4.762 9.333 26.456 to 150.0 S 11.11 15.871 4 042 BW 26.67 0.0367 0.0 25 204 0.926 Vel = 5.61 0.0 26.67 31.424 K Factor = 4.76 BLDG UG BW 26.67 1.598 2U 14.0 36.000 31.424 to 150.0 0.0 14.000 1.732 UG5 2667 0.0189 00 50.000 0 944 Vel = 4.27 UG5 0.0 1.598 0.0 61000 34.100 to 150.0 00 0.0 00 UG4 26.67 0.0189 0.0 61 000 1.153 Vel = 4.27 UG4 00 1.598 0.0 89.000 35.253 to 150.0 00 0.0 00 UG3 2667 00189 0.0 89 000 1 681 Vel = 4 27 UG3 00 1.598 V 8.0 15.000 36 934 to 1500 00 8.000 00 BF1 2667 00189 0.0 23 000 0 434 Vel = 4 27 BF1 0.0 2.067 T 10.0 20.000 37 368 to 120.0 L 3.0 13.000 7 439 Fixed Loss = 7.439 BF2 26.67 0.0082 Zik 0.0 33 000 0.269 Vel = 2.55 Computer Programs by Hydratec Inc Route 111 Windham N H. USA 03087 Final Calculations Hazen -Williams i Wayne Automatic Page 6 Thornebrook Willow Unit W-1 Date 10/11/17 Hyd, Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BF2 0.0 1.913 G 1.036 34,000 45.076 to 150.0 T 10.364, 11.400 0.0 C218 26.67 0,0079 0.0 45.400 0.357 Vel = 2.98 0.0 26.67 45.433 K Factor= 3.96 SITE UG C218 16.75 7.98 G 6 041 423 000 45.433 Qa = 500 to 150.0 3F 40.774 46.814 0.0 C248 16.75 0.0 0.0 469 814 0.001 Vel = 0.11 C248 0.0 7.98 G 6.041 33 000 45.434 to 150.0 0.0 6 040 0.0 UG2 16.75 0.0 0.0 39 040 0.0 Vel = 0.11 UG2 4.03 7.98 G 6.041 431.000 45.434 to 150.0 T 52.855 58.895 0.0 1 ST1 20.78 0.0 0.0 489.895 0.003 Vel = 0.13 0.0 20.78 45.437 K Factor = 3.08 C218 14.92 798 3F 40.774 483.000 45.433 to 1500 G 6.041 99.669 0.0 UG1 14.92 0.0 T 52.855 582 669 0.001 Vel = 0.10 0.0 14.92 45.434 K Factor= 2.21 UG1 402 7.98 0.0 254.000 45.434 to 1500 0.0 0.0 0.0 C203 4.02 00 0.0 254.000 0.0 Vel = 0.03 C203 0.0 7.98 0.0 24.000 45.434 to 150.0 0.0 0.0 0.0 C202 4.02 00 0.0 24.000 0.0 Vel = 0.03 C202 0.0 7.98 G 6.041 205.000 45.434 to 1500 T 52.855 58.895 0.0 UG2 4.02 0.0 0.0 263.895 0.0 Vel = 0.03 0.0 4.02 45.434 K Factor= 0.60 UG1 10.89 7.98 0.0 252.000 45,434 to 150.0 0.0 0.0 0.0 C190 10.89 0.0 0.0 252,000 0.001 Vel = 0 07 C190 0.0 7.98 G 6.041 202.000 45.435 to 150.0 00 6.040 0.0 C132 10.89 0.0 0.0 208.040 0.0 Vel = 0.07 C132 0.0 7.98 3F 40.774 502.000 45.435 to 150.0 0.0 40 774 00 C 125 10.89 0.0 0.0 542 774 0.001 Vel = 0.07 Computer Programs by Hydratec Inc Route 111 Windham N.H USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 7 Thornebrook Willow Unit W-1' Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***`"** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn C125 0.0 7.98 3F 40.774 430 000 45.436 to 1500 00 40 774 0.0 C64 10.89 00 0.0 470.774 0.0 Vel = 0.07 C64 0.0 7.98 G 6.041 171.000 45.436 to 1500 T 52.855 58 895 0.0 ST1 10.89 0.0 0.0 229.895 0.001 Vel = 0.07 0.0 10.89 45.437 K Factor = 1.62 ST1 31.67 7.98 G 6.041 128 000 45.437 to 1500 T 52 855 58 895 0.0 ST2 31.67 0.0 00 186.895 0.002 Vel = 0.20 ST2 0.0 9.79 G 6.747 360.000 45.439 to 1500 T 67 474 74 221 0.0 TEE 31.67 0.0 0.0 434.221 0.001 Vel = 0.13 TEE 0.0 6.34 G 4.952 15.000 45.440 to 140.0 L 14.855 19.807 2.166 HYD 31.67 0.0001 0.0 34.807 0.002 Vel = 0.32 0.0 31.67 43.276 K Factor= 4.81 0 Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Automatic Fire Sprinklers, Inc. Hazard Fire Protection Engineering, Inc. I 222 CAPITOL COURT OCOEF- FL 34761 i Pit (407),877-5578 FAX: (407) 855—OWO Certifivata of Authorization Nmbar 29038 Robert 1 Dewar, P.E. FL License Na 70937 Ed S. Snider, P.E. FL License, No. 71374 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Willow Unit W-2 Sheet Number FPW 1 Location White Cedar Road Design Area W-2 Contract 858" Data File Thornebrook W-2.WXF 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H USA 03087 11 Wayne Automatic Thornebrook Willow Unit W-2 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Willow Unit Location: White Cedar Road Drawing no: FPWA Date: 10/11/17 Design Remote area number. W-2 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt , Area of application: 1 sprk - SgFt Coverage per sprinkler. 400 - SgFt Type of sprinklers calculated: Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated: 1 In -rack demand: N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 25.0 -GPM @ 50.6 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 10/11/17 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Page 1 Date 10/11/17 Name of contractor. Wayne Automatic Fire Sprinklers, Inc Address: 222 Capitol Court, Ocoee, FL 34761 Phone number. 407-877-5578 Name of designer. MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. TYPICAL CALCULATION DONE FROM MOST REMOTE/DEMANDING BUILDING ON PROPERTY. Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 L Water Supply Curve C Wayne Automatic Thornebrook Willow Unit W-2 Page 2 Date 10/11/17 City Water Supply C1 - Static Pressure , 65 C2 - Residual Pressure: 55 C2 - Residual Flow 1000 Demand. D1 - Elevation D2 - System Flow D2 - System Pressure Hose ( Demand) D3 - System Demand Safety Margin a 7 623 25024 50 615 25 024 14 374 150 140 t t 130 P 120 R 110 E 100 S90 S80 U 70 R 60 D2 + E 50 40 1 t 30 20 10 D1 100 200 300 400 500 600 FLOWN^185) 700 800 900 Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 I r I C2 Fittings Used Summary Wayne Automatic Thornebrook Willow Unit W-2 Page 3 Date 10/11/17 Filling Legend Abbrev, Name Y. 1 1 X. 1 K 2 2Y, 3 3% 4 5 6 8 10 12 14 16 18 20 24 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 i 24 28 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Tum Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 S Generic Swing Check Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow Thru Tee 3 4 5 5 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 U' CPVC 90' Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V• CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zik Wilkins 950XL Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note Fitting Legend provides equivalent pipe lengths for fittings types of various diameters Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with '. The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ' will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Pressure / Flow Summary - STANDARD ' Wayne Automatic , Page 4 Thornebrook Willow Unit W-2 Date 10/11/17 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. W3 196 4.9 167 na 2002 005 400 16.7 WA 20 333 24.22 na WB 20.333 25.09 na 200 20 333 2646 na 100 10 333 33.52 na TW 10 333 36.13 na BW 1 0 4071 na UG5 30 430 na UG4 3.0 43.68 na UG3 3.0 4467 na BF1 3.0 44.93 na BF2 30 5257 na C218 30 52.78 na 50 C248 30 5278 na UG2 30 52.78 na UG1 3.0 5278 na C203 30 5278 na C202 3.0 52.78 na C190 3.0 5278 na C132 3.0 5278 na C125 3.0 52.78 na C64 3.0 5278 na ST1 3.0 5278 na ST2 3.0 5278 na TEE 3.0 52.78 na HYD 2.0 50.62 na The maximum velocity is 10 71 and It occurs In the pipe between nodes W3 and WA L Computer Programs by Hydratec Inc. Route 111 Windham N.H USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Thornebrook Willow Unit W-2 Page 5 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn W3 20.02 0.874 31.1 12.0 22.333 16 700 K Factor = 4.90 to 150.0 V 3.0 15.000 0.317 WA 2002 0.2099 00 37 333 7.837 Vel = 10.71 0.0 20.02 24.220 K Factor = 4.07 WA 20.02 0.874 0.0 4.167 24.220 to 150.0 0.0 00 0.0 WB 20.02 0.2100 0.0 4.167 0.875 Vel = 10.71 WB 0.0 0.874 V 30 3 500 25.095 to 1500 0.0 3.000 0.0 200 20.02 0.2098 0.0 6.500 1.364 Vel = 10.71 200 0.0 0.874 V 3.0 10.000 26.459 to 1500 0.0 3.000 4.331 100 20.02 0.2100 00 13.000 2.730 Vel = 10.71 100 00 1.101 21.1 10.0 28 250 33.520 to 150.0 0.0 10.000 0.0 TW 2002 0.0682 0.0 38 250 2 608 Vel = 6.75 TW 0.0 1.394 Z 4.762 9.333 36.128 to 150.0 S 11.11 15.871 4.042 BW 20.02, 0.0216 0.0 25 204 0.545 Vel = 4.21 0.0 2002 40.715 K Factor = 3 14 BLDG UG BW 20.02 1.598 2U 14.0 36.000 40.715 to 150.0 00 14 000 1.732 UG5 20.02 00111 0.0 50 000 0.556 Vel = 3.20 UG5 0.0 1.598 0.0 61.000 43 003 to 150.0 0.0 0.0 0.0 UG4 20.02 0.0111 0.0 61.000 0.678 Vel = 3.20 UG4 0.0 1.598 0.0 89.000 43 681 to 150.0 0.0 0.0 0.0 UG3 20.02 0.0111 0.0 89.000 0.989 Vel = 3 20 UG3 00 1.598 V 80 15 000 44.670 to 150.0 0.0 8.000 0.0 BF1 2002 0.0111 0.0 23.000 0.255 Vel = 3.20 BF1 0.0 2067 T 100 20 000 44.925 to 120.0 L 3.0 13.000 7.482 Fixed Loss = 7 482 BF2 2002 0.0048 Zik 00 33.000 0.158 Vel = 1.91 BF2 0.0 1 913 G 1.036 34 000 52.565 to 150.0 T 10.364 11.400 0.0 C218 20.02 0.0046 00 45.400 0.210 Vel = 2.23 0.0 20.02 52.775 K Factor= 2.76 SITE UG Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Thornebrook Willow Unit W-2 Page 6 Date 10/11/17 Hyd. Qa Dia, Fitting Pipe Pt Pt to Ref. 0.0 C"I or C64 Ftng's Pe Pv Notes wwww w Point Qt Pf/Ft Eqv. Ln. Total Pf Pn to C218 1324 7.98 G 6.041 423.000 52.775 Qa = 5.00 to 150.0 3F 40.774 46.814 0.0 C248 13.24 0.0 0.0 469.814 0.001 Vel = 0.08 C248 0.0 798 G 6.041 33.000 52.776 to 150.0 0.0 6.040 0.0 UG2 13.24 00 0.0 39.040 0.0 Vel = 0.08 UG2 3.18 7.98 G 6.041 431.000 52.776 to 150.0 T 52.855 58.895 0.0 ST1 16.42 0.0. 0.0 489.895 0.002 Vel = 0.11 0.0 16.42 52.778 K Factor = 2.26 C218 11.79 798 3F 40.774 483.000 52.775 to 150.0 G 6.041 99.669 0.0 UG1 11.79 0.0 T 52.855 582.669 0.001 Vel = 0.08 0.0 1 11.79 52.776 K Factor = 1.62 w UG1 3.18 7.98 00 254.000 52.776 to 150.0 0.0 0.0 0.0 C203 3.18 0.0 0.0 254.000 0.0 Vel = 0.02 C203 0.0 7.98 0.0 24.000 52.776 to 150.0 0.0 0.0 0.0 C202 3.18 0.0 0.0 24.000 0.0 Vel = 0.02 C202 0.0 7.98 G 6.041 205.000 52.776 to 150.0 T 52.855 58.895 0.0 UG2 3.18 00 0.0 263.895 0.0 Vel = 0.02 0.0 3.18 52.776 K Factor = 0.44 w UG1 8.61 7.98 0.0 252.000 52 776 to 1500 0.0 00 0.0 C190 8.61 0.0 0.0 252.000 00 Vel = 0.06 C190 0.0 798 G 6.041 202.000 52.776 to 1500 0.0 6 040 0.0 C132 8.61 00 0.0 208.040 0.001 Vel = 0.06 C132 0.0 7.98 3F 40.774 502.000 52.777 to 1500 0.0 40.774 0.0 1 C125 8.61 00 0.0 542.774 0.0 Vel = 0.06 C125 0.0 798 3F 40.774 430 000 52.777 to 150.0 0.0 40.774 0.0 C64 8.61 0.0 0.0 470.774 0.001 Vel = 0 06 C64 0.0 7.98 G 6 041 171.000 52.778 to 150.0 T 52.855 58.895 0.0 ST1 8.61 0.0 0.0 229 895 0.0 Vel = 0.06 Computer Programs by Hydratec Inc. Route 111 Windham N H USA 03087 1 Final Calculations - Hazen -Williams Wayne Automatic Page 7 Thornebrook Willow Unit W-2 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 8.61 52.778 K Factor= 1.19 ST1 25.02 7.98 G 6.041 128.000 52.778 to 150.0 T 52.855 58.895 00 ST2 2502 0.0 0.0 186.895 0.001 Vel = 0.16 ST2 0.0 9.79 G 6.747 360.000 52.779 to 150.0 T 67 474 74.221 0.0 TEE 25.02 00 0.0 434.221 0.001 Vel = 0.11 TEE 0.0 6.34 G 4.952 15.000 52 780 to 140.0 L 14.855 19.807 2.166 HYD 25.02 0.0 0.0 34.807 0.001 Vel = 0.25 0.0 25.02 50.615 K Factor= 3.52 n Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Bulletin 135 Rev. M c p Model F1 Residential Sprinklers forRellabilaDesignDensityof .05 gpm4t2 Model F1 Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpnvW Types: 1. F1 Res 30 Pendent 2. F1 Res 30 Recessed Pendent/F2 3. F1 Res 30 Recessed Pendent/FP 4. F1 Res 49 Pendent 5. F1 Res 49 Recessed Pendent/F1 6. F1 Res 49 Recessed Pendent/FP 7. F1 Res 58 Pendent 8. F1 Res 58 Recessed Pendent/F1 9. F1 Res 58 Recessed Pendent/FP 10. F1 Res 76 Pendent 11. F1 Res 76 Recessed Pendent/F1 12. F1 Res 76 Recessed Pendent/FP 13. F1 Res 30 CCP Pendent 14. F1 Res 49 CCP Pendent 15. F1 Res 58 CCP Pendent 16. F1 Res 76 CCP Pendent 17. F1 Res 44 HSW 18. F1 Res 44 Recessed HSW/F2 19. F1 Res 58 HSW 20. F1 Res 58 HSWX 21. KRes58 HSWX 22. F1 Res 58 HSW Recessed HSW/F2 23. F1 Res 44 SWC Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) F1 Res 30, 49, 58 & 76 F1 Res 30, 49, 58 & 76 Recessed Pendent / F1 Recessed Pendent / FP 7"YO ,' F1 Res 30, 49, 58 & 76 CCP Pendent Sprinklers for .10 Density: Refer to Bulletin 176 UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents F1 Res 44 & 58' F1 Res 44 SWC Recessed HSW/F2 Horizontal Sidewall sprinklers (Figs. 5, 6 & 7) are equally attrac- tive when above ceding piping cannot be used. The 3mm glass -bulb pendent sprinklers permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow F1 Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection applica- tion needs of the latest residential market standards (UL 1626 Standard). Upon fire conditions, rising heat causes a sprinkler's heat -sensitive element, glass bulb or link to actuate, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: Thermal Sensor: Soldered Element (Link) or Nominal 3mm glass -bulb Sprinkler Frame • Brass Casting US Patent No. 6,516,893 applies to the Model F1 Res 49 . Sprinklers' Pressure Rating : 175 psi 58 Pendent Sprinklers Factory Hydrostatically Tested to 500 psi US Patent'No. 7,353,882 applies to Model F1 Res 44 & 58 . Thread Size: %2" NPT (R'/2) HSW Sprinklers • K -Factor: 3.0 (43.2) (Actual) - F1'Res 30 Pendent Sprinkler US Patent No. 7,784,555 applies to Model F1 Res 44 SWC 4.9 (70.6) (Actual)- F1 Res 49 Pendent Sprinkler Sprinklers 5.8 (83.5) (Actual) - F 1 Res 58 Pendent & HSW Sprinkler Product Description 7.6 (109)(Actual) - F1 Res 76 Pendent Sprinkler Model F1 Res Pendent sprinklers (Figs. 1, 2, 3, & 4) are fast 4.4 (63) (Actual) - F1 Res 44 HSW Sprinkler response sprinklers combining excellent durability, high sensitiv- • Density:, Minimum 0.05 gpm/ft2 ity glass -bulb and low profile decorative design. The F1 Res Reliable,Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Application Model F1 Res Sprinklers are used for Residential Fire Pro- tection according to UL 1626 Standard*. For ceiling types: Smooth Flat Horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R, or 13 2013 editions. Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of The Na- tional Fire Protection Association or the approving authority having jurisdiction. Installation Models F1 Res sprinklers are to be installed as shown. Model F1, F2 and FP Escutcheons, illustrated herewith, are Escutcheon*, F1 or F2, Data: the only recessed escutcheons to be used with Model F1 Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model F1 Res Pen- dent sprinklers use only the Model D sprinkler Wrench; for installing Models F1 Res' Recessed Pendent, CCP & SWC sprinklers use only the Model GFR2 sprinkler wrench; for in- stalling Model F1 Res Recessed HSW sprinklers use only the Model GFR2 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install F1 Res 44 with a ceiling to deflector distance of 4" - 12". Flow arrow on deflector must point away from near wall and "Top" mark- ing must face ceiling. Type Adjustment A" Face of fitting to ceiling B Deflector Distance below bottom of beam I Sprinkler Length I Inch mm Inch (mm) Inch (mm) Inch (mm) Inch mm F1 3/4(19.0) Min. Recessed = 1'/e (41.3) 3/a(95) 13/-(44.4) 2.25 (57) Max. Recessed ='/a 22.2 1'/e 28.6 1(25.4) F2 h (12,7) Min. Recessed = 15/a (41.3) 3/a(9.5) 13/4(44.4) Pressure PSI(bar) Ft 12 x 12 (3,6 x 3,6) Max. Recessed = 1'/a 28 6 a (22.2) 1'/4 (31.7 Note: Escutcheons F1 or F2 may be used with Model F1 Res 49, 58 & 76 Recessed Pendent Sprinkler Model F1 Res 30 Recessed Pendent / F2 Model F1 Res 30, 49, 58 & 76 Pendent ° Modi I ri rtes 4y, *a ar f rfecesseo rent F1 escutcheon, 3/4" (19mm) adjustment lent / F1 7 r/10' HOLE OIA t9 2mm% r- a T _ I x 1/1" REDUCER TURN COLW UNTIL r/CHr AWnJSr SPRINKLER I rAC£ Or nrTm ro WRENCH BOSS. r I l CEIUNC DIMENSION. J/B"-T t/B" (rt ESCUTCHEON) J/8"-7/0" (E7 ESCUTCHEON) AD us}rMTENr I 1/8" ;4" 79" J 7mm) i 7 27/J2" Du 722mm)_— Fig. 1 Fig. 2 Technical Data: F1 Res 30 Pendent and Recessed Pendent (SIN R3511) Thread Size Nominal Orifice Inch mm Max. Pressure i bar Sprinkler Temp. Ratina Max. Ambient Temp. Actual K Factor I Sprinkler Length I Inch mmOF °C OF C 112" R 2RNPT 21/e4" (8 2) 175 (12) 155 175 7g 100 38 3.0 (43.2) 2.25 (57) Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating 155°F/68°C Intermediate Temp. Rating 1750F/79°C Top of Deflector to Ceiling Inch (mm) Minimum Spacing m) Flow Pressure GPM Umin PSI bar Flow GPM Umin Pressure PSI(bar) Ft 12 x 12 (3,6 x 3,6) 12(3,6) 8(30,3) 7.0 (0,48) 8(30,3) 7.0 (0,48) Smooth Ceilings 1'/4 to 4 (31 7 to 102) using F2 escutcheon Beamed Ceilings per NFPA 13D, 13R or 13 Installed in beams 1'/4 to 13/4 31.7 to 44 4 using F2 escutcheon 8(2,4) 14 x 14 (4,3 x 4,3) 14(4,3) 10 (37,8) 11 (0,76) 10 (37,8) 11 (0,76) 16 x 16 (4,9 x 4,9) 16(4,9) 13 (49) 18.8 (1,3) 13 (49) 18.8 (1,3) For Ceiling types refer to NFPA 13, 13R or 13D 2. Technical Data: F1 Res 49 Pendent and Recessed Pendent (SIN R3516) For Ceiling types refer to NFPA 13, 13R or 13D r Nominal Orifice Max. Sprinkler Max. Actual Sprinkler Thread Nominal Orifice Pressure Temp. atin Ambient Temp, K Length Size Inch (mm) i bar Factor Inch mmOF °C. OF °C z" NPT( 11) 155 175 (12) 68 100 38 4.9 (70.6) 2.25 (57) R1/z PSI bar 58(83.5) 175 79 150 66 12 x 12 (3,6 x 3,6) 12 (3,6) j For Ceiling types refer to NFPA 13, 13R or 13D r Nominal Orifice Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector Minimum Max. Coverage area Max. Spacing 155°F/68°C 175°F/79°C to Ceiling SpacingFlowPressureFlowPressureFtxFt (m x m) Ft (m) Inch (mm) Ft (m) z" NPT'/ z" 13) GPM LAnin PSI bar GPM in). PSI bar 58(83.5) 2.25 (57) 12 x 12 (3,6 x 3,6) 12 (3,6) j 13 (49) 7.0 (0,48) 13 (49) 7.0 (0,48) Smooth Ceilings 11/4 to 4 (31.7 to 102) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14(4,3) 13 (49) 7.0 (0,48) 13 (49) 7.0 (0,48) 1 to 4 (25.4 to 102) using F1 escutcheon. Beamed Ceilings per NFPA 13D, 13R or 13 installed in 8(2,4) 16 x 16 (4,9 x 4,9) 16(4,9) 13 (49) 7.0 (0,48) 13 (49) 7.0 (0,48) 18 x 18 (5,5 x 5,5) 18(5,5) 17 (64,3) 12 (0,83) 17 (64.3) 12 (0,83) beams 11/4 to 13/4 (31.7 to 44 4) using F2 escutcheon, 1 20(6,1) 20 x 20 (6,1 x 6, 1) 20(6,1) 20(75,7) 16.7(1,14) 20(75,7) 16,7(1,14) 101/43(254 to 44.4) using Fl escutcheon For Ceiling types refer to NFPA 13, 13R or 13D r Nominal Orifice Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector Minimum Max. Coverage area Max. Spacing 155°F/ti8°C 175°F/790C to Ceiling SpacingFlowPressureFlowPressureFtxFt (m x m) Ft (m) r Inch (mm) Ft (m) z" NPT'/ z" 13) GPM L/min PSI bar GPM LAnin PSI bar 58(83.5) 2.25 (57) 12 x 12 (3,6 x 3,6) 12 (3,6) 1 15 (57) 9.4 (0,65) 15 (57) 9.4 (0,65) Smooth Ceilings 4 to 8 (100 to 203) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14 (4,3) 16 (60,5) 10.6 (0,73) 16 (60,5) 10.6 (0,73) 4 to 8 (100 to 203) using F1 escutcheon. 16 x 16 (4,9 x 4,9) 16(4,9) 17 (64,3) 12.0 (0,83) 17 (64,3) 12.0 (0,83) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 8(2,4) 18 x 18 (5,5 x 5,5) 18(5,5) 19 (72) 15.0 (1,0) 19 (72) 15.0 (1,0) 41/4 to 8 (108 to 203) using F2 escutcheon, 4 to 8 (100 to 203) 20 x 20 (6,1 x 6,1) 20(6,1) 22 (83,2) 20.2(l.4) 22 (83,2) 20.2 (1,4) using F1 escutcheon Technical Data: F1 Res 58 Pendent and Recessed Pendent (SIN R3513) Thread Nominal Orifice Max. Sprinkler Max. Actual Sprinkler Size Inch (mm) Pressure Temp. Ratin Amble , AmbiTem K Factor Length OF C OF C PressureFtxFt (m x m) i bar Inch (mm) Inch mm z" NPT'/ z" 13) 175 (12) 155 68 100 38 58(83.5) 2.25 (57) 13 112) 12(3,6) 16 (61) 175 79 150 66 Smooth Ceilings 11/4 to 4 (31.7 to 102) using F2 escutcheon Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector Minimum Max. Coverage area Max. Spacing155°F/ti8°C 175°F/79°C to Ceiling SpacinggFlowPressureFlowPressureFtxFt (m x m) Ft (m) Inch (mm) Ft GPM LAnin PSI bar GPM (L/mi PSI bar 12 x 12 (3,6 x 3,6) 12(3,6) 16 (61) 7.6 (0,53) 16 (61) 7.6 (0,53) Smooth Ceilings 11/4 to 4 (31.7 to 102) using F2 escutcheon 14 x 14 (4,3 x 4,3) 14(4,3) 16 (61) 7.6 (0,53) 16 (61) 7.6 (0,53) 1 to 4 (25.4 to 102) using F1 escutcheon. 16 x 16 (4,9 x 4,9) 16(4.9) 16 (61) 7.6 (0,53) 16 (61) 7.6 (0,53) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 8(2.4) 18 x 18 (55 x 5,5) 18(5,5) 19 (72) 10.8 (0,75) 19 (72) 10.8 (0,75) 1'/4 to 13/4 (31.710 44.4) using F2 escutcheon, 1 to 13/4 (25.4 to 20 x 20 (6,1 x 6,1) 20(6.1) 22 (83.3) 14.4 (1,0) 22 (83,3) 14.4 (1,0) 44.4) using F1 escutcheon For Ceiling types refer to NFPA 13, 13R or 13D 3. Ile Technical Data: F1 Res 76 Pendent and Recessed Pendent (SIN R7618) Thread Nominal Orifice Max. Sprinkler Max. K Sprinkler 1x1/2" REDUCER Size Inch (mm) Pressure Temp. Retina Ambient Tem . Factor Length 3/4 19 OF C OF C F1 RES 30, 49, 58 & 76 CCP PEND. i bar Inch mm 1 25 4 3/4" NPT R3/4)175 17/32" (13.5) 175 02) 155 68 100 79 150 38 66 7 6 (109) 2.25 (57) Ordinary Temp. Rating Intermediate Temp. Rating Minimum Max. Coverage area Max. Spacing 0WF/68°C 175°F/790C Top of Deflector to Ceiling mingFlowPressureFlowGPMPressureFtxFt (m x m) Ft (m) Inch (mm) R (m) GPM L/min PSI bar Lhnin PSI bar 12 x 12 (3,6 x 3,6) 12(3.6) 21 (79,5) 7.6 (0,53) 21 (79,5) 7.6 (0,53) Smooth Ceilings 41/4 to 8 (108 to 203) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14(4,3) 21 (79,5) 7.6 (0,53) 21 (79,5) 7.6 (0,53) 4 to 8 (100 to 203) using F1 escutcheon. 16 x 16 (4,9 x 4,9) 16(4,9) 21 (79,5) 7.6 (0,53) 21 (79,5) 7.6 (0,53) Beamed Ceilings per NFPA 13D, 13R or 13 installed in 8(2.4) 18 x 18 (5,5 x 5,5) 18(5,5) 21 (79,5) 7.6 (0,53) 21 (79,5) 7.6 (0,53) beams 41/4 to 8 (108 to 203) us- ing F2 escutcheon, 4 to 8 (100 20 x 20 (6,1 x 6,1) 1 20(6,1) 23 (87,1) 9.2 (0,63) 23 (87,1) 9.2 (0,63) to 203) using F1 escutcheon For Ceiling types refer to NFPA 13, 13R or 13D Model F1 Res 30, 49, 58 & 76 CCP Pendent` Not listed for corrosion resistance. 1 5/8• (66.7mm) DUI. 2 5/16" DA HOLE /N CEILING 58.7mmJ C„ Deflector Distance below bottom CUP CCP Height of beam 1x1/2" REDUCER CUP i CE/UNG a JI.Smm) MAX FACE OF nrr/NG TOFACE OF CEILING A' COVER ADJUSTMENT l .T; DIMENSION 8 HEIGHT i 3/4 19 J 5/16' Out. 135FG04E F1 RES 30, 49, 58 & 76 CCP PEND. Fig. 3 Note: The F1 Res 76 will use a 1 " x V4" reducer. Model F1 Res 30, 49, 58 & 76 r% ------- i rr% FP push-on/thread-off escutcheon 2 5/8" DIA (66.7mml HOLE /N CEILING 2 5/16" DIA. 58.7mm) — CUP r— a Y-- r CEILING 1/2" [IJmm] MAX FP ADJUSTMENT 1 " X 1/2" REDUCER 1 112"'(38. ImmJ MAX. FACE OF FITTING TO FACE OF CEILING Tjrj D(MENS/ON F1 RES 49 PENDENT/FP CCP Cover Plate Data: FP Escutcheon Data: A.. B„ C„ Deflector Distance below bottom Cover Adjustment CCP Height of beam Inch (mm) Inch (mm) Inch mm 1/2(12.7) 15/,6(24) 2(13)-1(254) 5/,e 7 9 3/4 19 Y2 13 - 1 25.4 Fig. 4 Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. 4. 8., A • Deflector Distance below bottom FP Position Inch (mm) of beam Inch mm Max. Recessed 7/10(11) 2 (12.7) Min. Recessed 15he 24 1 25 4 Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. 4. Technical Data: F1 Res 30 CCP Pendent and Recessed Pendent/FP (SIN R3511) Thread Nominal Max. CCP Assembly Max. K Sprinkler Max. Spacing Size Orifice Pressure Temp. Ratin Ambient Temp. Factor Length Sprinkler OF °C °F °C Inch Inch mm f bar Temp. Inch mm Length z" NPT R''/z z,IrA" (8 2) 175 02) 135 57 100 38 3.0 (43.2) 2.25 (57) Inch (mm) F Ordinary Temp. Rating OF Minimum Max. Coverage area Max. Spacing 155°F/680C Top of Deflector to Ceiling SpacingFlowPressureFtxFt (m x m) Ft (m) Inch (mm) m) 38 4.9 (70.6) GPM Umin PSI(bar)Ft 8(2,4) 155- -C) Top of Deflector to Ceiling SpacingFlow 18 x 18 (5,5 x 5,5) Smooth Ceilings 1/2 to 1 (13 to 25.4) using CCP. 18 (68,1) 12 x 12 (3,6 x 3,6) 12(3,6) 8(30,3) 7.0 (0,48) z to 1 (13 to 25.4) using FP escutcheon. PSI(bar) Ft 20 x 20 (6,1 x 6, 1) 20(6,1) 20(75,7) Beamed Ceilings per NFPA 13D, 13R or 13 installed in 8(2.4) Smooth Ceilings 112 to 1 (13 to 25.4) using CCP. z to 1 (13 to 25.4) using FP escutcheon , 14 x 14 (4,3 x 4,3) 14(4,3) 14 x 14 (4,3 x 4,3) 14 (4,3), 11(37,B) 134(0,92) beams 1/2 to 1 (13 to 25.4) using CCP. 16 x 16 (4,9 x 4,9) 16(4,9) 16 (61) 7.6 (0,53) z to 1 (13 to 25.4) using FP escutcheon. 8(2,4) For Ceiling types refer to NFPA 13, 13R or 13D Technical Data: F1 Res 49 CCP Pendent and Recessed Pendent/FP (SIN 3516) Max. Coverage Nominal Ordinary Temp. Rating CCP Max. area Max. Spacing Thread Orifice Max. Assembly Ambient K Sprinkler Size Inch Pressure Temp. Temp. Factor Length Inch mm mm) psi (bar) Ratin 7.0 (0,48) Smooth Ceilings 1/2 to 1 (13 to 25 4) using Inch (mm) F C OF C 14 x 14 (4,3 x 4,3) 14(4.3) 13 (49) 7.0 (0,48) CCP z to 1 (13 to 25.4) using FP escutcheon. z" NPT R,/z 11) 175 (12) 135 57 100 38 4.9 (70.6) 2.25 (57) Max. Coverage Nominal Ordinary Temp. Rating CCP Assembly Max. Minimum area Max. Spacing 155. 89C) Top of Deflector to Ceiling SpacinggFlowPressure Ft x Ft x m) Ft (m) Inch (mm) m C GPM Umin PSI bar Inch mm 12 x 12 (3,6 x 3,6). 12(3.6) 13 (49) 7.0 (0,48) Smooth Ceilings 1/2 to 1 (13 to 25 4) using 57 100 38 5.8 (83.5) 2.25 (57) 14 x 14 (4,3 x 4,3) 14(4.3) 13 (49) 7.0 (0,48) CCP z to 1 (13 to 25.4) using FP escutcheon. Max. Coverage 16 x 16 (4,9 x 4,9) 16(4.9) 14 (53) 8.2 (0,56) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 1/2 to 1 (13 to 25.4) using 8(2,4) 155- -C) Top of Deflector to Ceiling SpacingFlow 18 x 18 (5,5 x 5,5) 18(5,5) 18 (68,1) 135(0.93) CCP. z to 1 (13 to 25.4) using FP escutcheon. GPM Umin PSI(bar) Ft 20 x 20 (6,1 x 6, 1) 20(6,1) 20(75,7) 16.7(1,14) 7.6 (0,53) Smooth Ceilings 112 to 1 (13 to 25.4) using CCP. z to 1 (13 to 25.4) using FP escutcheon , For Ceiling types refer to NFPA 13, 13R or 13D Technical Data: F1 Res 58 CCP Pendent and Recessed Pendent1FP (SIN R3513) Thread Nominal Max. CCP Assembly Max. K Sprinkler Size Orifice Pressure Ratin Ambient Tem Factor LengthTemp. F C OF CInchmmibar Inch mm z" NPT R 1/2) z^ (13) 175 02) 135 57 100 38 5.8 (83.5) 2.25 (57) Max. Coverage Ordinary Temp. Rating Minimum area Max. Spacing 155- -C) Top of Deflector to Ceiling SpacingFlowPressure Ft x Ft (m x m) Ft (m) Inch (mm) m) GPM Umin PSI(bar) Ft 12 x 12 (3,6 x 3,6) 12(3,6) 16(61). 7.6 (0,53) Smooth Ceilings 112 to 1 (13 to 25.4) using CCP. z to 1 (13 to 25.4) using FP escutcheon , 14 x 14 (4,3 x 4,3) 14(4,3) 16 (61) 7.6 (0,53) 16 x 16 (4,9 x 4,9) 16(4,9) 16 (61) 7.6 (0,53) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 1/2 to 1 (13 to 25 4) using CCP. 8(2,4) 18 x 18 (5,5 x 5,5) 18(5,5) 19 (72) 108(0,75) z to 1 (13 to 25.4) using FP escutcheon. 20 x 20 (6,1 x 6,1) 20(6,1) 22 (83,3) 14.4 (1,0) For Ceding types refer to NFPA 13, 13R or 13D 5. Technical Data: F1 Res 76 CCP Pendent and Recessed Pendent/FP (SIN R7618) Max. Coverage Nominal Max. CCP Assembly Max. Minimum Sprinkler Thread Orifice Pressure Temp. at Ambient Temp. K Length Size Inch mm i bar Factor Inch mmOF •C OF •C 3/." NPT R'/-)150 32" (13.5) 175 (12) 135 57 100 38 66 7.6(109) 2.25 (57) Max. Coverage Nominal Ordinary Temp. Rating Sprinkler Max. Ambient Minimum area Max. Spacing 155. 8-C) Top of Deflector to Ceiling SpacingFlowPressure Ft x Ft (m x m) Ft (m) Inch (mm) m) Inch (mm) F GPM (Umin) PSI bar z" NPT 3/a" (10) 12 x 12 (3,6 x 3,6) 12(3.6) 21 (79,5) 7.6 (0,53) Smooth Ceilings 1/2 to 1 (13 to 25 4) using CCP. z to 1 (13 to 25 4) using FP escutcheon. 2.45 (62) 14 x 14 (4,3 x 4,3) 14(4,3) 21 (79,5) 7.6 (0,53) 79 150 66 16 x 16 (4,9 x 4,9) 16(4,9) 21 (79,5) 76(0,53) Beamed Ceilings per NFPA 13D, 13R or 13 Installed In beams 112 to 1 (13 to 25.4) using CCP. 8(2,4) 18 x 18 (5,5 x 5,5) 18(5.5) 22 (83,3) 8.4 (0,58) z to 1 (13 to 25.4) using FP escutcheon 20 x 20 (6,1 x 6,1) 20(6.1) 25 (94,6) 1 10.8 (0,74) For Ceiling types refer to NFPA 13, 13R or 13D FACE OF FITTING TO WALL 01MENSION 1 1/4" MIN 2 1/4" HOLE DUI '( J18mmJ A 577mm] [_ 32mml CEILING TO DEFLECTOR I" X 1/2 REDUCER DIMENSION 1 15/16" DIA 492mm) i -- - 2 27/J7" OIA 727mm% TURN COLLAR UNTIL I TIGHT AGAINST SPRINKLER \\`! WRENCH BOSS O\ -\] Ii: 7J5r006-0 - 1/2.. [1Jmm] ADJUSTMEN! F1 RES 58 & 44 HSW/F2 Fig. 5 Technical Data: F1 Res 44 HSW & HSW/F2 (SIN R3531) Model F1 Res 44 & 58 HSW Model 171 Res 44 & 58 Recessed HSW/F2 M Thread Nominal Max. Sprinkler Max. Ambient K Sprinkler Size Orifice Pressure Temp. Rating Tem Factor Length Inch (mm) psi (bar) Inch (mm) F C F oC z" NPT 3/a" (10) 175 (12) 155 68 100 38 4.4(63) 2.45 (62) R'/z 175 79 150 66 A F2 escutcheon, 1/2" (13mm) adjustment Escutcheon, F2, Data: Face of Fitting Type Adjustment to wall Inch (mm) Inch (mm) F2 z (13) 3hr - "N 4.7 - 17.4) Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating 155°F/68°C Intermediate Temp. Rating 175°F/799C Top of Deflector to Ceiling Inch (mm) Minimum Spacing Ft (m) Flow GPM (Umin) Pressure PSI bar Flow GPM Umin Pressure PSI bar 12 x 12 (3,6 x 3,6) 12(3,6) 12 (45,4) 7.5 (0,52) 12 (45,4) 7.5 (0,52) f 4 to 6 (100 to 152); 1/z (13) recessed using F2 escutcheon 8(2.4) 14 x 14 (4,3 x 4,3) 14(4,3) 14 (53,0) 10.2 (0,71) 14 (53,0) 10.2 (0,71) 16 x 16 (4,9 x 4,9) 16(4.9) 16 (60,6) 13.3 (0,92) 16 (60,6) 13.3 (0,92) 16 x 18 (4,9 x 5,5) 16(4,9) 18 (68,1) 16.8 (1,16) 18 (68,1) 16.8 (1,16) 18 x 18 (5,5 x 5,5) 18(5,5) 19 (72,0) 18.7 (1,29) 19 (72,0) 18.7(l.29) 16 x 20 (4,9 x 6,1) 16 (4,9) 23 (87,1) 27.4 (1;89). 23 (87,1) 27.4 (1,89) 12 x 12 (3,6 x 3,6) 12(3.6) 14 (53,0) 10.2 (0,71) 14 (53,0) 10.2 (0,71) 6 to 12 (152 to 305), z (13) recessed using F2 escutcheon 31 (117,4) 14 x 14 (4,3 x 4,3) 14(4,3) 16 (60,6) 13.3 (0,92) 16 (60,6) 13.3 (0,92) 16 x 16 (4,9 x 4,9) 16(4.9) 17 (64,4) 15.0 (1,04) 17 (64,4) 15.0 (1,04) 16 x 18 (4,9 x 5,5) 16(4.9) 20 (75,7) 20.7 (1,43) 20 (75,7) 20.7(l.43) 16 x 20 (4,9 x 6,1) 16(4,9) 23 (87,1) 27.4 (1,89) 23 (87,1) 27.4(l.89) For Ceding types refer to NFPA 13, 13R or 13D Escutcheon, F2, Data: Type Adjustment Face of Fitting Inch (mm) to ll Inch (mm) F2 '/z (13) 3/16. "/1s 47-17.4) Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector to MinimumMax. Coverage area Max. Spacing 155°F/68°C 175°F/79°C gSpacin Ft x Ft (m x m) Ft (m) Flow Pressure Flow Pressure Inch Ceilingling Ft cin GPM Umin PSI bar GPM Umin PSI bar 12 x 12 (3,6 x 3,6) Nominal Max. Max. Sprinkler 16 (60,6) Sprinkler Thread Orifice Pressure Temp. Rating Ambient K Length Size Inch 16 x 16 (4,9 x 4,9) Temp. Factor Inch 21 (79,5) mm rI (bar) 16(4.9) mmOFCOFC 1/z" NPT 1/2" (13) 175 (12) 155 68 100 38 5.8 (83.5) 2.45 (62) R1/z 22 (83,3) 14.4 (1,0) 175 79 150 66 14 x 14 (4,3 x 4,3) 14(4,3) Escutcheon, F2, Data: Type Adjustment Face of Fitting Inch (mm) to ll Inch (mm) F2 '/z (13) 3/16. "/1s 47-17.4) Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector to MinimumMax. Coverage area Max. Spacing 155°F/68°C 175°F/79°C gSpacin Ft x Ft (m x m) Ft (m) Flow Pressure Flow Pressure Inch Ceilingling Ft cin GPM Umin PSI bar GPM Umin PSI bar 12 x 12 (3,6 x 3,6) 12(3,6) 16 (60,6) 7.6 (0,53) 16 (60,6) 76(0,53) 14 x 14 (4,3 x 4,3) 14(4,3) 18 (68,2) 97(0.69) 18 (68,2) 9.7 (0,69) 4 to 6 (100 to 152); 1/2 (13) recessed using F2 escutcheon 16 x 16 (4,9 x 4,9) 16 (4,9)„ 21 (79,5) 13.2 (0,91) 21 (79,5) 13.2 (0,91) 16 x 18 (4,9 x 5,5) 16(4.9) 25 (94,7) 18.6 (1,28) 25 (94,7) 18.6(l.28) 16 x 20 (4,9 x 6,1) 16(4.9) 29 (109,8) 25.0 (1,73) 29 (109,8) 25.0 (1,73) 12 x 12 (3,6 x 3,6) 12(3,6) 22 (83,3) 14.4 (1,0) 22 (83,3) 144(1,0) 14 x 14 (4,3 x 4,3) 14(4,3) 22 (83,3) 14.4 (1,0) 22 (83,3) 14.4 (1,0) r 6 to 12 (152 to 305), 1/2 (13) recessed using F2 escutcheon16x16 (4,9 x 4,9) 16(4,9) 26 (98,4) 20.1 (1,39) 26 (98,4) 20.1 (1,39) 16 x 18 (4,9 x 5,5) 16(4,9) 31 (117,4) 28.6(l.97) 31 (117,4) 28.6(l.97) For Ceding types refer to NFPA 13, 13R or 13D J 0 8(2,4) Model F1 Res 44 SWC* Not listed for corrosion resistance. Fig. 6 Torhnir-ni Phfa• i;1Roc AA CWC /CIN C13Sqi% Nominal Max. Cover Max. Flow GPM Umin Sprinkler Thread Orifice Pressure Temp. ro ,z - K Length Size 0r 50mm ru 1 I/1- (J17smmJ Mo.rmum I Jo. BOmmJ Inch (mm) F.- Or rilhnoioWpllpmmsr n C PUSH ON COVER. THEN TURN TO AO/U5F UNTIL OC 16 x 20 (4,9 x 6,1) 16(4,9) FIGHT AGAINST WALL 27.4 (1,89) x I/T" Reducer z" R'/z) NPT 175 (12) 135 57 L Reeommended 1 2.45 (62) 16 x 16 (4,9 x 4,9) WON Hop Z s/16" 168(1 ' 16) 16 x 18 (4,9 x 5,5) 8888mm/ po 20.7 (1,43) 8e /emm( I TURN COLLAR UNRL FIGHT AGUNSFSPRINKLER WRENCH BOSS 17//JZ" Z 07-1 r/Z• (IZ70mm) AdNslmml F1 RES 44 SWC Fig. 6 Torhnir-ni Phfa• i;1Roc AA CWC /CIN C13Sqi% Max. Coverage area Ft x Ft (m x m) Nominal Max. Cover Max. Flow GPM Umin Sprinkler Thread Orifice Pressure Temp. Ambient K Length Size Inch(mm) mm psi (bar) Rat ng Tem P. Factor Inch (mm) F C OF OC 16 x 20 (4,9 x 6,1) 16(4,9) 23 (87,1) 27.4 (1,89) 12 x 12 (3,6 x 3,6) z" R'/z) NPT aid' (10) 175 (12) 135 57 100 38 4 4 (63) 2.45 (62) Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating 155- OC) Top of Deflector to Ceiling Inch (mm) Minimum Spacing Ft (m) Flow GPM Umin Pressure PSI bar 12 x 12 (3,6 x 3,6) 12(3,6) 13 (49,2) 8.7 (0,60) 4 to 6 (100 to 152), z (13) recessed using F2 escutcheon 8(2.4) 14 x 14 (4,3 x 4,3) 14(4,3) 14 (53,0) 10.2 (0,71) 16 x 16 (4,9 x 4,9) 16(4,9) 17 (64,3) 15.0 (1,1) 16 x 18 (4,9 x 5,5) 16(4,9) 19(71,B) 187(1,13) 16 x 20 (4,9 x 6,1) 16(4,9) 23 (87,1) 27.4 (1,89) 12 x 12 (3,6 x 3,6) 12(3,6) 14 (52,9) 10.2 (0,71) 6 to 12 (152 to 305), 1/2 (13) recessed using F2 escutcheon 14 x 14 (4,3 x 4,3) 14(4,3) 15 (56,7) 11.7 (0,81) 16 x 16 (4,9 x 4,9) 16(4,9) 18 (68,1) 168(1 ' 16) 16 x 18 (4,9 x 5,5) 16(4,9) 20 (75,6) 20.7 (1,43) For Ceiling types refer to NFPA 13, 13R or 13D 1 L I Technical Data: F1 Res 58 HSWX (SIN RA3533) Max. Coverage area Ft x Ft (m x m) Thread Nominal Max. Sprinkler Ambient K Sprinkler Sprinkler Flow GPM Umin Size Orifice Pressure Temp. Rating Tem Factor Length Identification 4 to 6 (100 to 152); z (13) recessed using F2 escutcheon 8(2,4) Inch (mm) psi (bar) 30(114) Inch (mm) Number (SIN) OF C OF °C Bulb NPT z" (13) 175 (12) 155 68 100 38 5+8 (83.5) 2.45 (62) RA3533 38 (144) R''/z 14 x 26 (4,3 x 7,9) 14(4,3) 175 79 150 66 42 (160) 52.4 (3,75) 18 x 20 (5,5 x 6,1) Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating 155°F/68°C Intermediate Temp. Rating 175°F/790C f DeflectorTopofDeflector to Inch ling Minimum Spacing Ft cin Flow ' GPM Umin Pressure PSI bar Flow GPM Umin Pressure PSI bar 18x20(5,5x6,1) 18(5,5) 30(114) 26.8(1,85) 30(114) 268(1,85) 4 to 6 (100 to 152); z (13) recessed using F2 escutcheon 8(2,4) 20x20(6,1x6,1) 20(6,1) 30(114) 26.8(1,85) 30(114) 26.8(1,85) 16 x 22 (4,9 x 6,7) 16(4,9) 33 (125) 32.4 (2,23) 33 (125) 32.4 (2,23) 16 x 24 (4,9 x 7,3) 16(4,9) 38 (144) 42.9 (2,96) 38 (144) 42.9 (2,96) 14 x 26 (4,3 x 7,9) 14(4,3) 42 (160) 524(3,75) 42 (160) 52.4 (3,75) 18 x 20 (5,5 x 6,1) 18(5,5) 35 (133) 36.4 (2,5) 35 (133) 36.4 (2,5) 6 to 12 (152 to 305), 2 (13) recessed using F2 escutcheon 16 x 22 (4,9 x 6,7) 16(4,9) 38 (144) 429(2,96) 38 (144) 42.9 (2,96) 16 x 24 (4,9 x 7,3) 16(4,9) 42 (160) 524(3,6) 42 (160) 52.4 (3,6) 14 x 26 (4,3 x 7,9) 14(4,3) 46 (174) 62.9 (4,34) 46 (174) 629(4,34) For Ceiling types refer to NFPA 13, 13R or 13D FACE OF FITTING TO WALL DIMENSION 2 1/4' HOLE DA 57.2mm) 1" X 1/2' REDUCER — GCJ I I V1 6 " M/N. J 1.Bmm) a J.2mmj CEILINGTO DEFLECTORTOR DIMENSION I 49.2mml 227/J2- DA. i 77.2mm] r TURN COLLAR UNTIL TIGHT AGAINST SPR/NNLER 1 WRENCH 8055. E 1/2" (1 Jmm) IJSFGP7 ADJUSTMENT F1 RES 58 HSWX Fig. 7 0 AA -4-11 C4 Oso. CO YQ1A/Y AA.-d..J 1ln....-CO U01A/v 11 ;-1,% Technical Data: KRes58 HSWX (RA3593) For Ceding types refer to NFPA 13, 13R or 13D Maintenance Model F1 Res 30, 49, F1 Res 58, F1 Res 76 and F1 Res 44 Sprinklers should be inspected and the sprinkler sys- tem maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Am- monia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non -operation. Model F1 Res 30, 49 & 58 Pendent Sprinkler Specifications Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential pendent sprin- klers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guide- lines and the applicable installation standard. Deflector - to -ceiling distance listing shall be 1" to 8" maximum, only for F1 Res 49. Sprinkler frame and deflector shall be of bronze frame construction having a %2" NPT thread. Wa- ter seal assembly shall consist of a Teflon' coated Bel- leville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] 175°F (79°C)]. Sprinklers shall have a nominal K -factor of 3.0, 4.9 and 5.8. Standard finish: [Bronze] [Chrome - plated] [While Polyester] [Special finish- specify]. Resi- dential pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58, SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 Res 49 & 58 Recessed Pendent/F1, Model F1 Res 30, 49 & 58 Recessed Pendent/ F2, Model F1 Res 30,49 & 58 Recessed Pendent/ FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential recessed pen- dent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's in- stallation guidelines and the applicable installation stan- dard. Deflector -to -ceiling distance listing shall be 1" to 8" maximum, only for F1 Res 49. Sprinkler frame and deflec- tor shall be of bronze frame construction having a %2" NPT thread. Water seal assembly shall consist of a Teflon' coated Belleville spring washer with top -loaded extruded DuPont Registered Trademark 10. Thread Nominal Max. Max. Ambient K Sprinkler Sprinkler Ceiling Size Orifice Pressure Tem . Factor Length Identification Inch (mm) psi (bar) Inch (mm) Number (SIN) F 29 (109) Link 21' NPT 72" (13) 175 (12) 100 38 5.8 (83.5) 2.45 (62) RA3593 For Ceding types refer to NFPA 13, 13R or 13D Maintenance Model F1 Res 30, 49, F1 Res 58, F1 Res 76 and F1 Res 44 Sprinklers should be inspected and the sprinkler sys- tem maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Am- monia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non -operation. Model F1 Res 30, 49 & 58 Pendent Sprinkler Specifications Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential pendent sprin- klers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guide- lines and the applicable installation standard. Deflector - to -ceiling distance listing shall be 1" to 8" maximum, only for F1 Res 49. Sprinkler frame and deflector shall be of bronze frame construction having a %2" NPT thread. Wa- ter seal assembly shall consist of a Teflon' coated Bel- leville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] 175°F (79°C)]. Sprinklers shall have a nominal K -factor of 3.0, 4.9 and 5.8. Standard finish: [Bronze] [Chrome - plated] [While Polyester] [Special finish- specify]. Resi- dential pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58, SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 Res 49 & 58 Recessed Pendent/F1, Model F1 Res 30, 49 & 58 Recessed Pendent/ F2, Model F1 Res 30,49 & 58 Recessed Pendent/ FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential recessed pen- dent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's in- stallation guidelines and the applicable installation stan- dard. Deflector -to -ceiling distance listing shall be 1" to 8" maximum, only for F1 Res 49. Sprinkler frame and deflec- tor shall be of bronze frame construction having a %2" NPT thread. Water seal assembly shall consist of a Teflon' coated Belleville spring washer with top -loaded extruded DuPont Registered Trademark 10. Ordinary Temp. Rating Top of Deflector to MinimumMax. Coverage area Max. Spacing 165- 4-C) Ceiling SpacingFlowPressureFtxFt (m x m) Ft (m) Inch (mm) Ft (m) GPM Umin PSI bar 18 x 20 (5,5 x 6,1) 18(5,5) 29 (109) 25 (1,72) 4 to 6 (100 to 152); 20 x 20 (6,1 x 6, 1) 20(6,1) 30(114) 26.8(1,85) 16 x 22 (4,9 x 7,3) 16(4,9) 33 (125) 32.4 (2,23) 1/2 (13) recessed using F2 escutcheon 16 x 24 (4,9 x 7,3) 16(4,9) 38 (144) 42.9 (2,96) 8(2,4) 14 x 26 (4,3 x 7,9) 14(4,3) 42 (160) 524(3,75) 18 x 20 (5,5 x 6,1) 18(5,5) 35 (133) 36.4 (2,5) 6 to 12 (152 to 305); 2 (13) Recessed 16 x 22 (4,9 x 6,7) 16(4,9) 38 (144) 429(2,96) 16 x 24 (4,9 x 7,3) 16(4,9) 42 (160) 52.4 (3,6) using F2 escutcheon 14 x 26 (4,3 x 7,9) 14(4,3) 46 (174) 62.9 (4,34) For Ceding types refer to NFPA 13, 13R or 13D Maintenance Model F1 Res 30, 49, F1 Res 58, F1 Res 76 and F1 Res 44 Sprinklers should be inspected and the sprinkler sys- tem maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Am- monia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non -operation. Model F1 Res 30, 49 & 58 Pendent Sprinkler Specifications Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential pendent sprin- klers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guide- lines and the applicable installation standard. Deflector - to -ceiling distance listing shall be 1" to 8" maximum, only for F1 Res 49. Sprinkler frame and deflector shall be of bronze frame construction having a %2" NPT thread. Wa- ter seal assembly shall consist of a Teflon' coated Bel- leville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] 175°F (79°C)]. Sprinklers shall have a nominal K -factor of 3.0, 4.9 and 5.8. Standard finish: [Bronze] [Chrome - plated] [While Polyester] [Special finish- specify]. Resi- dential pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58, SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 Res 49 & 58 Recessed Pendent/F1, Model F1 Res 30, 49 & 58 Recessed Pendent/ F2, Model F1 Res 30,49 & 58 Recessed Pendent/ FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential recessed pen- dent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's in- stallation guidelines and the applicable installation stan- dard. Deflector -to -ceiling distance listing shall be 1" to 8" maximum, only for F1 Res 49. Sprinkler frame and deflec- tor shall be of bronze frame construction having a %2" NPT thread. Water seal assembly shall consist of a Teflon' coated Belleville spring washer with top -loaded extruded DuPont Registered Trademark 10. or cold head cup with .3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F 68°C)] [175°F (79°C)]. Sprinklers shall have a nomi- nal K -factor of 3.0, 4.9 & 5.8.E Standard finish: [Bronze] Chrome -plated] [White Polyester] [Special finish- spec- ify]. Recessed escutcheon assembly shall be a steel, two-piecelescutcheon [with '/2" adjustment (Model F2)] with 3/4" adjustment (Model F1)] [of push -on and thread off. design, with 112" adjustment (Model FP)]. Standard fin- ish shall be [brass][bright chrome] [white painted]. Resi- dential recessed pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58 Recessed Pendent/F1] [Model F1 Res 30, 49 & 58 Recessed Pendent/F21 [Model F1 Res 30, 49 & 58 Recessed Pendent/FP] SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 Res 30, 49A 58 CCP Pendent Concealed) I Sprinklers shall be [cULus Listed] [New York City MEA Approved, (258-93-E)] low flow residential concealed sprinklers engineered to provide a minimum design den- sity of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be in- stalled in conformance with the manufacturer's installa- tion guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a Y2" NPT thread. Water seal as- sembly shall consist of a Teflon* coated Belleville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (68'C). Cover plate assem- bly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push -on and thread -off design allowing a. 112" cover plate adjustment. Cover plate tem- perature rating shall be 135°F (57C). A plastic protec- tive cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish- [White] [Custom Color- specify]. J. Concealed pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58 CCP, SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 Res 44, F1' Res 58 Horizontal Sidewall, F1 Res 58 HSWX & KRes58 HSWX Residential Sprinkler Specifications Sprinklers shall be [cULus Listed] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as'specified by the manu- facturer's technical data sheets are to be used. Residen- tial sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 112" NPT thread. Water seal assembly shall consist of a Teflon* coated Bel - DuPont Registered Trademark leville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] 175°F (79°C)]. The solder element (Link) version', the water seal consist of a cap with a bellville spring washer and a temperature rating of 165°F (74°C). The recessed assembly forthe'HSWX (Bulb & Link) should be a steel two pieces escutcheon with 1/2" adjustment (Model F2) standard finish should be Bright Chrome and white paint- ed. The F1 Res 58 HSW is also available with low lead frame. F1 Res 58 HSW and HSWX sprinklers shall have a nominal K Factor of 5.8 and F1 Res 44 a nominal K factor of 4.4. Standard finish. [Bronze] [Chrome -plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model F1 Res 44, F1 Res 58, F1 Res 58 HSWX & Model KRes58 HSWX, SIN R3531, RA3533 & RA3593 (Bulletin 135). Model F1 Res 44 Recessed Horizontal Sidewall Sprinkler Use description for the Model F1 Res 44 horizontal side- wall sprinkler with the following modifications. Replace horizontal sidewall sprinkler"' with "recessed horizontal sprinkler." Add. Recessed escutcheon assembly shall be a steel, two-piece escutcheon with 112" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model F1 Res 44/F2, SIN R3531 (Bulletin 135). Model F1 Res 76 Pendent , Sprinklers shall be [cULus Listed] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprin- klers shall be installed in conformance with the manufac- turer's installation guidelines and the applicable installa- tion standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Wa- ter seal assembly shall consist of a Teflon* coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (79°C)]. Sprinklers shall have a nominal K -factor of 7.6. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Spe- cial finish- specify]. Residential pendent sprinklers shall be Reliable Model F1 Res 76, SIN R7618 (Bulletin 135). 11. Model F1 Res 76 Recessed Pendent/F1, Model F1 Res 76 Recessed Pendent/F2, Model F1 Res 76 Recessed Pendent/FP Sprinklers shall be [cULus Listed] low flow residential recessed pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manu- facturer's technical data sheets are to be used. Residen- tial sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon' coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and hav- ing a temperature rating of [155°F (68°C)] [175°F (79°C)]. Sprinklers shall have a nominal K -factor of 7.6. Standard finish. [Bronze] [Chrome -plated] [White Polyester] [Spe- cial finish- specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with ''/2" adjust- ment (Model F2)] [with 3/4" adjustment (Model F1)] [of push -on and thread off design with 1/2" adjustment (Mod- el FP)]. Standard finish shall be [brass][bright chrome] white painted]. Residential recessed pendent sprinklers shall be Reliable [Model F1 Res 76 Recessed Pendent/ F1J [Model F1 Res 76 Recessed Pendent/F2] [Model F1 Res 76 Recessed Pendent/FP] SIN R7618 (Bulletin 135). Model F1 Res 76 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed) low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprin- klers shall be installed in conformance with the manufac- turer's installation guidelines and the applicable installa- tion standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/" NPT thread. Wa- ter seal assembly shall consist of a Teflon` coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having DuPont Registered Trademark a temperature rating of 155°F (680C). Cover plate assem- bly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push -on and thread -off design allowing a '/2" cover plate adjustment. Cover plate tem- perature rating shall be 135°F (570C). A plastic protec- tive cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model F1 Res 76 CCP, SIN R7618 (Bulletin 135). Finishes (1) Other finishes and colors are available on special order. Consult factory for details. 1) cULus listed Corrosion Resistant Note: Paint or any other coating applied over the factory finish will void all approvals and warranties. Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Temperature Rating 4. Sprinkler Finish 5. Escutcheon Finish 6. Cover Plate Finish The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by Reliable Automatic Sprinkler Co., Inc. Recycled 800) 431-1588 Sales Offices Paper iabld 800) 848-6051 Sales Fax 914) 829-2042 Corporate Off ices Revision lines indicate updated or new data. www.reliablesprinkler.com Internet Address EG Printed in U S A 06/15 PM 9999970235 Standard Finishes Sprinkler F1, F2, FP Cover Plates Escutcheons Bronze Brass White Painted Chrome Plated Bright Chrome Plated Chrome White and Black While Painted Polyester(2) Coated Special Application Finishes Sprinkler F1, F2, FP Escutcheons Electroless Nickel PTFE(Teflon9)(2' Electroless Nickel PTFE (Teflon") Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Chrome Dull Chrome Dull Other finishes and colors are available on special order. Consult factory for details. 1) cULus listed Corrosion Resistant Note: Paint or any other coating applied over the factory finish will void all approvals and warranties. Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Temperature Rating 4. Sprinkler Finish 5. Escutcheon Finish 6. Cover Plate Finish The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by Reliable Automatic Sprinkler Co., Inc. Recycled 800) 431-1588 Sales Offices Paper iabld 800) 848-6051 Sales Fax 914) 829-2042 Corporate Off ices Revision lines indicate updated or new data. www.reliablesprinkler.com Internet Address EG Printed in U S A 06/15 PM 9999970235 CO Fire &. Buildingy Products Technical Services: Tel. (800) 381-9312 / Fax (800) 791-5500 BlazeMaster 11 CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Description Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are designed exclusively for use in wet pipe automatic fire sprinkler systems They are made from a specially devel- oped thermoplastic compound com- posed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art additives TFBP BlazeMaster CPVC products are easier to install than traditional steel pipe systems, and at the same time, provide superior heat resistance and strength as com- pared to traditional CPVC and PVC piping materials used in the plumbing trade Various adapters are available to connect CPVC pipe to metallic pip- ing All female pipe thread adapters have brass inserts for durability Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings WARNING Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition The installing contractor or sprinkler manufacturer should be contacted with any questions Technical Data Sizes 3/4" to 3" Maximum Working Pressure 175 psi Approvals UL, FM, CUL, NSF, Dade County, LPCB, MEA, and the City of Los Ange- les (Refer to IH -1900, Rev 0, Janu- ary 2005 "Installation Instruction & Technical Handbook" for exact list- ing/approval information ) Manufacture Source USA Material Pipe ASTM -F442, SDR 13 5 Fittings ASTM F438 (Sch 40) and ASTM F439 (Sch 80), ASTM F1970 Color Orange rapid response - HOME FIRE SPRINKLER SYSTEM BlazeMaster® is a registered trademark of Noveon IP Holding Corp Page 1 of 6 JANUARY, 2006 TFP1915 Page 2 of 6 TFP1915 Installation Tyco Fire and Building Products TFBP) BlazeMaster CPVC Pipe and Fittings are to be installed in accord- ance with IH -1900, Rev. 0, January 2005 "Installation Instruction & Techni- cal Handbook" FIGURE 1— PIPE DIMENSIONS Care and Maintenance The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e g , NFPA 25), in addition to the standards of any authority having jurisdiction The in- stalling contractor or product manufac- turer should be contacted relative to any questions It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms WATER NOMINAL AVERAGE AVERAGE WEIGHT FILLED WEIGHT FT OF PIPE WEIGHT PER LIFT SIZE O D ID lbs fit lbs fitPER LIFT Ibs 3/4" 10501, 0 874" Ole 044 7875 1339 1" 1 315" 1101, 026 067 5040 1320 1-1/4" 1660" 1394" 042 108 2835 1191 1-1/2" 1 900" 1 598" 054 141 2205 1213 2" 2 375" 2 003" 084 220 1260 1084 2-1/2" 2 875" 2 423" 126 326 1215 1531 3" 3 500" 2 952" 1 87 483 720 1344 Installation Tyco Fire and Building Products TFBP) BlazeMaster CPVC Pipe and Fittings are to be installed in accord- ance with IH -1900, Rev. 0, January 2005 "Installation Instruction & Techni- cal Handbook" FIGURE 1— PIPE DIMENSIONS Care and Maintenance The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e g , NFPA 25), in addition to the standards of any authority having jurisdiction The in- stalling contractor or product manufac- turer should be contacted relative to any questions It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms TFP191 S Page 3 of 6 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE T/O) SCHD. Ib.) TEE 80000 3/4" 5/8" 40 011 7/O 80001 1" 11/16" 40 019 80002 1-1/4" 7/8" 40 026 60003 1-1/2" 1-1/16" 80 051 60004 2" 1-3/8" 80 090 80005 2-1/2" 1-9/16" 80 159 T/O T/O 80006 3" 1-13/16" 80 241 XxYxZ X Y Z 3/4" x 3/4" x 1" 3/4" 3/4" 5/8" 80132 40 014 80133 1" x 3/4" x 3/4" 9/16" 9/16" 3/4" 40 014 80134 1" x 3/4" x 1" 3/4" 11/16" 3/4" 40 017 80260 1" x 1" x 3/4" 5/8" 5/8" 13/16" 40 016 80135 1-1/4" x 1" x 3/4" 5/8" 5/8" 15/16" 40 021 80136 1-1/4" x 1" x 1" 3/4" 3/4" 15/16" 40 022 80137 1-1/4" x 1" x 1-1/4" 15/16" 15/16" 7/8" 40 026 REDUCING TEE 80261 1-1/4" x 1-1/4" x 3/4" 5/8" 5/8" 7/8" 40 023 80262 1-1/4" x 1-1/4" x 1" 3/4" 3/4" 7/8" 40 026 Z 80138 1.1/4" x 1-1/4" x 1-1/2" 1" 1" 1" 80 043 7/O 80140 1-1/2" x 1-1/4" x 3/4" 9/16" 9/16" 1" 80 0364801411-1/2" x 1-1/4" x 1" 9/16" 9/16" 1-1/16" 80 038 80263 1-1/2" x 1-1/2" x 3/4" 9/16" 9/16" 1" 80 036 X 80264 1-1/2" x 1-1/2" x 1" 9/16" 9/16" 1-1/16" 80 038 Z+ jY 80275 1-1/2" x 1-1/2" x 1-1/4" 7/8" 7/8" 1" 80 045 T/O T/O 80265 2' x 2" x 3/4" 3/4" 3/4" 1-3/8" 80 061 80266 2" x 2" x 1" 7/8" 7/8" 1-3/8" 80 066 80274 2" x 2" x 1-1/4" 1-1/16" 1-1/16" 1-3/8" 80 074 80267 2" x 2" x 1-1/2" 1-1/8" 1-1/8" 1-3/8" 80 078 80271 2.1/2' x 2-1/2" x 1" 1-9/16" 1-9/16" 1-9/16" 80 143 80272 2-1/2" x 2-1/2" x 1-1/4" 1-9/16" 1-9/16" 1-9/16" 80 1.46 80273 2-1/2" x 2-1/2" x 1-1/2" 1-9/16" 1-9/16"• 1-9/16" 80 148 1 80276 2-1/2" x 2-1/2" x 2" 1-9/16" 1-9/16" 1-9/16" 80 150 80270 3" x 3" x 1-1/2" 1-13/16" 1-13/16" 1-13/16" 80 228 80268 3" x 3" x 2" 1.13/16" 1-13/161 1-3/4" 80 225 80269 3" x 3" x 2-1/2" 1-13/16" 1-13/16" 1-13/16" 80 244 CROSS 6 REDUCING CROSS 80009 3/4" 9/16" 40 013 80010 1" 11/16" 40 023 T/O 80011 1-1/4" 15/16" 40 034 f+ 80012 1-1/2" 1-1/16" 80 067 80013 2" 1-5/16" 80 100 Itt7/O 80014 2-1/2' 1-9/16" 80 191 80008 3" 1-13/16" 80 289 80015 1" x 1" x 3/4" x 3/4" 7/8" 40 028T/O T/O 80025 3/4" 5/8" 40 009 90' ELBOW 3 REDUCING ELBOW 80026 1" 3/4" 40 0 14 80027 1-1/4" 7/8" 40 021 X I 80028 1-1/2" 1-1/16" 80 040 T/O 80029 2" 1-5/16" 80 079 80030 2-1/2" 1-9/16" 80 114 Y 80031 3" 1-13/16" 80 182 XFxY X Y 7/O 80032 1" x 3/4" 11/16" 13/16" 40 0 16 FIGURE 2 — FITTING DIMENSIONS (Part 1 of 4) Page 4 of 6 TFP1915 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE TIO) SCHD. 1b) 45• ELBOW 80050 3/4" 3/8" 40 008 T/O 80051 1" 3/8" 40 Oil 80052 1-1/4" 3/4" 40 020 80053 1-1/2" 1/2" 80 031 T/O 80054 2" 3/4" 80 056 80055 2-1/2" 13/16" 80 089 80056 3" 1" 80 119 80075 3/4" 1/8" 40 007 COUPLING d 80076 1" 1/8" 40 Oil REDUCING COUPLING 80077 1-1/4" 3/16" 40 012 80078 1-1/2" 3/16" 80 025 80079 2" 3/16" 80 038T—TIO 80080 2-1/2" 1/4" 80 067 80081 3" 3/16" 80 091 80220 1"x 3/4" 1/8" r 40 008 80200 1" x 3/4" 7/16" 40 004 80201 1-1/4" x 3/4" 1/2" 40 Oil 80202 1-1/4" x 1" 5/16" 40 012 80203 1-1/2" x 3/4" 5/8" 80 016 80204 1-1/2" x 1" 1/2" 80 014 REDUCER BUSHING 80205 1-1/2" x 1-1/4" 3/8" 80 017 80206 2" x 3/4" 13/16" 80 027 80207 2" x 1" 11/16" 80 026 Lu80208 2" x 1-1/4" 9/16" 80 024 2" x 1-1/2" 7/16" 80 019 I80209 I T/O 80215 2-1/2"x 1" 15/16" 80 042 80214 2-1/2"x1-1/4" 13/16" 80 045 80213 2-1/2"x1-1/2" 11/16" 80 046 80211 2-1/2" x 2" 5/8" 80 029 80210 3" x 2" 3/4" 80 072 80212 3"x2-1/2" 1/2" 80 047 CAP 80100 3/4" 5/16" 40 004 80101 1" 3/8" 40 006 80102 1.1/4" 7/16" 40 010 80103 1-1/2" 11/16" 80 020 IL 80104 2" 5/8" 80 031 T/O 80105 2-1/2" 7/8" 80 058 80106 3" 1" 80 088 GROOVED T/O PIPE O.D. COUPLING ADAPTER 2.5/16" 1.1/4"(1 660") 80160 1-1/4" x 1-1/4" Groove 40 078 80161 1-1/2" x 1-1/2" Groove 2-5/16" 1-1/2" (1 900") 80 095 PIPE 80162 2" x 2" Groove 2-5116" 2" (2 375") 80 142 OD 60163 2-1/2"x 2-1/2" Groove 2-5/16" 2.1/2" (2 875") 80 228 2z=c: 80164 3" x 3" Groove 2-1/4" 3" (3 500") 80 300 T/O —I 80169 2-1/2" x 76,1 mm Groove 2-5/16" 76,1 mm (3 000") 80 228 FIGURE 2 — FITTING DIMENSIONS (Part 2 of 4) TFP1915 Page 5 of 6 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE TIO) SCHD. Ib.) SPRINKLER HEAD ADAPTER 80175E 3/4" x 1/2" NPT 7/16" 80 020 80176E 1" x 1/2" NPT 7/16" 80 022 L8017980175WL 3/4" x 1/2" NPT 7/16' 40 016 T/O 1"x 3/4" NPT 13/16" 40 043 SPRINKLER HEAD ADAPTER 80175W 3/4" x 1/2" NPT 1/2" 40 019 T/O 60176W 1"x 1/2" NPT 1/2" 40 018 SPRINKLER HEAD r ADAPTER (SPIGOT) 80177L 3/4" x 1/2" NPT 1/2" 40 016 80178 1"x 1/7' NPT 9/16, 40 020 fw,o 80180 1.. x3/4" NPT 7/8" 40 040 FEMALE ADAPTER 1 80142 3/4" x 3/4" NPT 13/16" 40 041 80145 1' x 1" NPT 7/8" 40 063 80146 1.1/4" x 1-1/4" NPT 1-1/8" 40 103 80147 1-1/2" x 1-1/2" NPT 1-3/8" 80 142 T/O 80148 2" x 2" NPT 1-11/16" 80 266 MALE ADAPTER 80157 3/4" x 3/4" NPT 1-5/16" 40 033 80158 1' x 1" NPT 1-3/8" 40 056 T/O —I XxYxZ X Y Z SPRINKLER HEAD ADAPTER TEE 80250 3/4" x 3/4" x 1/2" NPT 9/16" 9/161, I'll 40 022 Z 80251 1" x 1" x 1/2" NPT 11/16" 11/16" 1-3/16" 40 029 T/O 80249 1" x 1"x 1" NPT 15/16" 15/16" 1-9/16" 40 073 80256 1-1/4" x 1" x 1/2" NPT 7/16' 9/16, 1-5/16" 40 030 80252 1-1/4" x 1-1/4" x 1/2" NPT 7/16' 7/16" 1.5/16" 40 0314T/0 80257 1-1/2" x 1-1/4" x 1/2" NPT 1/2" 11/16" 1-7/16" 80 0.43 X Y 80254 1-1/2" x 1-1/2" x 1/2" NPT 1/2" 1/2" 1-7/16" 80 0.46 80258 T' x 1-1/2" x 1/2" NPT 1/2" 5/8" 1-11/16" 80 056 TIO 80253 2" x 2" x 1/2" NPT 112" 1/2" 1-11/16" 80 062 FIGURE 2 — FITTING DIMENSIONS (Part 3 of 4) Page 6 of 6 TFP1915 FITTING PART NOMINAL TAKE-OUT WEIGHT NOMINAL SIZE SCHD. TYPE NUMBER T/O) lb) BACK-TO-BACK TEE X x Y x Z X Y, Z X T/O Y 80459 1" x 1/2" NPT x 1/2" NPT 5/8" 1-5/16" 40 048 Z 80460 1" x 1/2" NPT x 1/2" NPT 5/8" 1-3/16" 40 046 T/O T/O BACK-TO-BACK CROSS X x Y x Z x W X, Y Z, W X T/O ZMK 80462 1" x 1" x 1/2' NPT x 1/2" NPT 5/8" 1-3/16" 40 046 W 80463 V x 1" x 1/2" NPT x 1/2" NPT 5/8" 1-5/16" 40 047 T/O Y T/O T/O SPRINKLER HEAD X x Y X Y ADAPTER 90° ELBOW Y T/O 80199 3/4" x 1/2" NPT 9/161, 1" 40 020 80198 1" x 1/2" NPT 3/4" 1-1/4" 40 026 x 80196 1" x 3/4" NPT 1-1/16" 1-7/16" 40 026 T/O FIGURE 2 — FITTING DIMENSIONS (Part 4 of 4) Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service This warranty will expire ten (10) years from date of shipment by TFBP No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option TFBP neither assumes, nor authorizes any person to assume for It, any other obligation In connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was Informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price The foregoing warranty is made In lieu of any and all other warranties, ex- press or Implied. Including warranties of merchantability and fitness for a tL ticular ourpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim Is made in contract, tort, strict liability or any other legal theory This warranty will apply to the full ex- tent permitted by law The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Notification to Jobsite Building .Trades A Caution This building contains a CPVC fire sprinkler system. This CPVC fire sprinkler system is a Life Safety Assembly and must be treated carefully. Please read the following before any activity which could contact this system: CPVC piping components may be damaged by certain substances and construction practices. DO NOT stack, support, hang equipment, or hang flexible wire/cable, especially communications cable, or other material on the fire sprinkler system. V ONLY system compatible materials including, but not limited to solvent cements, caulks, sealants, cutting oils and thread pastes as noted by the CPVC fire sprinkler piping system manufacturer's installation instructions should be used in contact with this system. DO NOT expose CPVC products to incompatible substances, such as cutting oils, non -water based pairils, packing oils, traditional pipe thread paste and dope, fungicides, termiticides, insecticides, detergents, building caulks, adhesive tape, solder flux, flexible wire/cable (with special consideration for communications cabling), and non -approved spray foam insulation materials. DO NOT expose CPVC products to edible oils, solvents, or glycol -based anti -freeze fluids. DO NOT expose CPVC products to open flame, solder, and soldering flux. I DO NOT drop, distort, or impact CPVC products or allow objects to be dropped on them. DO NOT handle CPVC products with gloves contaminated with oils (hydrocarbons) or other incompatible materials. Failure to follow this notice may cause cracks or fractures to develop in CPVC products resulting in property damage and personal injury due to leaks or flooding. The presence of any visible cracks may require partial or full system replacement. , For additional information contact the general contractor or the fire sprinkler system installer: FOR ADDITIONAL INFORMATION CONTACT "CPVC PIPE/FITTING MANUFACTURER" Rev 2.0 Nov 13, 2007 distribul Product. Label A Caution This CPVC fire sprinkler product is a Life Safety Assembly and must be treated carefully. Please read the following before any activity which could contact this system: Read and follow the CPVC manufacturer's Installation Instructions. Training by an authorized representative is available and is recommended. Proof of training may be required by local authorities. CPVC piping components may be damaged by certain substances used in construction and building maintenance. ONLY system compatible materials including, but not limited to solvent cements, caulks, sealants, cutting oils and thread pastes as noted by the manufacturer's installation instructions should be used in contact with this system. DO NOT expose CPVC products -to incompatible substances, such as culling oils, non -water based paints, packing oils, traditional pipe thread paste and dope, fungicides, termilicides, insecticides, detergents, building caulks, adhesive tape, solder flux, flexible wire/cable (with special consideration for communications cabling), and non -approved spray foam insulation materials. DO NOT expose CPVC products to edible oils, solvents, or glycol -based anti -freeze fluids. When combining metallic pipe and fittings with CPVC products in a system, the cutting oil should be removed prior to assembly. DO NOT store CPVC products in containers with metal products where it may become damaged or contaminated with packing oils. DO NOT handle CPVC products with gloves contaminated with oils (hydrocarbons) or other incompatible materials. Failure to follow the manufacturer's installation instructions and this notice may cause cracks or fractures to develop in CPVC products, resulting in property damage and personal injury due to leaks or flooding. The presence of any visible cracks may require partial or full system replacement. _Please contact the manufacturer for additional information. FOR ADDITIONAL INFORMATION CONTACT "CPVC PIPE/FITTING MANUFACTURER" Rev 2 0 Nov 13.2007 disMul I Important Information with Regards to Your CPVC Fire Sprinkler System , CONGRATULATIONS, your building structure contains a state of the art life safety system. Your CPVC fire sprinkler system will enhance the safety,and security of your building when properly cared for. CPVC Fire Sprinkler Products resist attack from a wide range of chemicals that are corrosive to metallic piping. As with any piping material, there are however, certain chemicals that can.be detrimental to CPVC. Occasionally some of these chemicals may be found in some construction products, site preparations and building maintenance. There are certain things that you need to be mindful of in caring for or working around your CPVC fire sprinkler system. Keep your system clear from contact with the following products and chemicals unless product i labels state,materials are compatible with CPVC: NOTICE Ordinary considerations Property maintenance services Cleaning Products Detergents Fungicides I Oils/Lubricants/Greases Mold Remediation Rubbery Materials Chemicals Termiticides / Insecticides For hired contractors & do-it-yourselfers ` Corrosion Inhibitors Glycol -based antifreezes Solder Flux Thread Sealants Flexible Cable / Wiring (especially communications cabling) Caulks/Mastics Adhesive Vinyl / Electrical Tape 1 Non -Approved Spray Foam Insulation Non -Water Based Paint Paint Thinners Wood Finishes/Varnishes You should also avoid the following: Sitting, standing, hanging, leaning, or resting anything on the pipe, fittings, and sprinkler heads Grounding electrical wiring to the pipe or fittings Ambient temperatures below 40°F/4°C where your fire sprinkler system is located. Unless an approved compatible antifreeze or insulation method is installed.) Hot work around the pipe, i.e. blow torches, soldering, etc. Be certain that this document is reviewed and understood by anyone working on or around your CPVC life safety system. If you have any questions or need assistance on chemical compatibility with your CPVC fire sprinkler system, contact the manufacturer listed on the pipe. Proper care will help your CPVC fire sprinkler system provide protection for years to come. FOR ADDITIONAL INFORMATION CONTACT "CPVC PIPE/FITTING MANUFACTURER" CPVC Fire Sprinkler Turnover Document Rev 2 12-13-07 Fig. 22 - Hanger for CPVC Plastic Pipe Single Fastener Strap Type Size Range — 3/4" thru 2" CPVC pipe Material — Pre -Galvanized Steel Function — Intended to perform as a hanger to support CPVC piping used in automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in the horizontal position. Figure 22 can be installed on the top of a beam, but in this situation acts as a guide to the piping which is supported by the beam itself. It is not Intended to sup- port CPVC pipe from under a flat horizontal surface, such as a ceiling. For this type of installation, use the TOLCOO Fig. 23, Double Fastener Strap for CPVC Piping. Fig. 22, when inverted, with the hanger tab downward, can function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (1) 1/4" x 1" tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. C IiL US LISTED Features — Fig. 22 incorporates features which protect the pipe and ease installation. The flared edge design pro- tects CPVC pipe from any rough surface. It is easily attached to the building structure using the special UL Listed hex head self threading screw furnished with the product, this is the minimum size fastener acceptable. It is rec- ommended that rechargeable electric drills fitted with a hex socket attachment to be used as installation tools. No impact tools (such as a hammer) are allowed. Damage has been know to result from installations using impact type tools. No pre -drilling of a pilot hole in wood is required. Finish — Pre -Galvanized Order By — Figure number and CPVC pipe,size. Dimensions • Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing (Ft.) Head Size Wt./100 3/4 21/16 15/16 13/16 5112 5/16 9 1 211/16 17/16 1 V16 6 5/16 9 11/6 31/16 15/8 1 V16 61/2 5/16 11 1112 35/16 13/4 13/16 7 5/16 12 2 33/6 21/6 13/16 8 5/16 15 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA, CA 92879 • PH 951 737 5599 • FAX 951 737 0330 CUSTOMER SERVICE • 800 786 5266 www.roko.com 17 I Fig. 22C - Combination Hanger & Restrainer Application Size Range — 3/4" thru 2" CPVC pipe Material — Carbon Steel, Pre -Galvanized Function — Designed to support a CPVC pipe away from the corner of a beam. This position allows for easy installation of drops or risers without adding additional wood blocks. I Approvals — Underwriters' Laboratories Listed in the USA / UL) and Canada (cUL) for use as a combination hanger and restrainer. Finish — Pre -Galvanized ' Note — Approved UL Listed fastener into wood is furnished with the product. A fastener into light gauge metal may be ordered separately. Minimum acceptable #10 x 1" hardened self threading screw with 5/16" hex washer head. Order By — Fig. 22C application is composed of two standard Fig. 22 models — order two singles for each hanger and restrainer application required. I 0 i 0 C tiL US LISTED 1 5/8" 3 5/8" y TRUSS HEADER OR TRUSS JOIST TYP) n 0 OFFICEWANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA. CA 92879 • PH 951 737 5599 • FAX 951 737 0330 CUSTOMER SERVICE • 800 786 5265 www.tolco.com 1 5/8" 1 5/8" Fig. 24 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type - Side Mount STEO Size Range — 3/4" thru 2" CPVC pipe Material — Pre -Galvanized Steel Function — Intended to perform as a hanger/restrainer to support CPVC piping used in automatic fire sprinkler systems. Can be installed !` on the top or on the bottom of a beam. The Fig. 24 can also function ! as a restrainer to prevent the upward movement of the sprinkler head i during activation. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (2) 1/4" x 1" tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features — Fig. 24 incorporates features which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from any rough surface. Easily attaches to the building structure using the two UL Listed hex head self threading screws* furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a ham- mer) are allowed. Damage has been known to result from installations using impact type tools. No pre -drilling of a pilot hole in wood is required. Finish — Pre -Galvanized Order By — Figure number and pipe size Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. d n/ OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA. CA 92879 • PH 951 737 5599 • FAX 951 737 0330 CUSTOMER SERVICE • 800 786 5266 www.toko.com Dimensions • Weights CPVC Pipe Size A B C Max. Hanger Spacing (Ft.) Fastener Hex Head Size Approx. Wt./100 3/4 1 11/4 25/1e 2V8 3 1V32 15/16 11/2 1Vii6 1 V16 13/16 51/2 6 61/2 5/16 5/16 5/16 9 9 11 11h 2 31/4 311/16 15/8 127/32 13/16 13/16 7 8 5/16 5/16 12 15 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA. CA 92879 • PH 951 737 5599 • FAX 951 737 0330 CUSTOMER SERVICE • 800 786 5266 www.toko.com UL/ULC Listed' Description The 1/4" IPS three-way female threaded valve is used to facili- tate the installation of sprinkler system pressure gauges. The valve provides for one inlet and two outlets. This design allows for,replacement of the system gauge without shutting down the water supply to the sprinkler system. This design also allows Authoritys' Having Jurisdication to test system pressure with an additional gauge through the second outlet. (The second outlet is normally plugged during installation with a 1/4" IPS pipe plug.) Installation Installation of the three-way valve can be accomplished with normal field installation tools. Make sure the valve is installed according to the flow indication arrow that has been cast into the valve body. The most common installation allows for a 1/4" IPS nipple between the valve and the water supply being measured. This assures there will be ad- equate spacing for the sprin- kler system gauge from the riser.' Use either PTFE Pipe 02003-2007 Fire Protection Products. Inc Thread Sealing Tape or,a suit- able pipe thread sealant such as PipeFir Thread Sealant Paste with PTFE when in- stalling the valve. DO NOT OVERTIGHTEN THREADS. OVERTIGHTENING MAY CAUSE VALVE FAILURE. UUULC Listed 2R97 Specifications I Materials: JI Body - Bronze } Seat - Brass Handwheel - Iron II r Sizes: 1/4" IPS i Working Pressure: 400 WOG I t Fire Protection Products, Inc. F P P 11" o 6241 Yarrow Dr., Suite A. Carlsbad, CA 92011-1541 I.— — For questions, 1 800 344-1822 • 1 800 344=3775 fax • www fppi.com SPfA S FlameGuardTM CPVC Drain & Check Valves For NFPA 13D Applications Only Application: FlameGuardTM CPVC Orange Drain Valves and Check Valves are for use in configuring CPVC Fire Sprinkler System connection to water supply (riser/drain assembly) in NFPA 13D installations only. These valves are NOT for use in any other locations within the fire sprinkler system. r Drain Valve Check Valve Special Reinforced (SR) Threaded Inlet Check Valve CPVC Drain Valves CPVC Check Valves Disc Price Part Number Size I Code Each Socket x Socket 6622-007C0 3/4 11 1 0041 22.68 6622-01000 11 004 1 0041 28.36 CPVC Check Valves CPVC Special Reinforced Thread Inlet Check Valves Disc Price Part Number I Size I Code Each Socket x Socket S1520-1000 11 004 22.56 S1520 -12C0 1-1/4 004 2522 S1520 -15C0 1-1/2 004 28.36 CPVC Special Reinforced Thread Inlet Check Valves General Installation Information: Socket end connections should be installed using Spears® FS -5 One -Step Cement for use with Spears® CPVC Fire Sprinkler Products. Threaded connections should be made using Spears© BLUE 75111 Thread Sealant tested for compatibility with CPVC materials. Swing check valves are designed for horizontal installations, but may be installed in up -flow only vertical position. Check valves MUST be installed with the valve's FLOW arrow pointing in the direction of the flow. Do not install valve upside down. NOT FOR USE WITH COMPRESSED AIR OR GAS Page 1 Spears® Manufacturing Company Progressive Products from Spears® Innovation and Technology Disc Price Part Number Size Code Each SR Flpt x Socket S1520-10FSRSCO 11 0041 24.44 S1520-12FSRSCO 1-1/4 0041 28.22 S1520-15FSRSCO 1-1/2 0041 3347 General Installation Information: Socket end connections should be installed using Spears® FS -5 One -Step Cement for use with Spears® CPVC Fire Sprinkler Products. Threaded connections should be made using Spears© BLUE 75111 Thread Sealant tested for compatibility with CPVC materials. Swing check valves are designed for horizontal installations, but may be installed in up -flow only vertical position. Check valves MUST be installed with the valve's FLOW arrow pointing in the direction of the flow. Do not install valve upside down. NOT FOR USE WITH COMPRESSED AIR OR GAS Page 1 Spears® Manufacturing Company Progressive Products from Spears® Innovation and Technology FlameGuardTM CPVC Drain & Check Valves For NFPA 13D Applications Only Check Valve: Nominal Size Range Type Material Seat End Connections Socket x Socket Part Number Specifications I Drain Valve: 6622-007C0 Nominal Size Range 3/4", 1" Type 1/4 -Turn Ball Valve, Maintenance -free Sealed Unit ` Material CPVC, Orange Seats PTFE/HDPE Seals EPDM Handle Polypropylene, Red End Connections Socket x Socket Check Valve: Nominal Size Range Type Material Seat End Connections Socket x Socket Part Number Nominal Size Dimension Reference inches * 1116 A B C DE 6622-007C0 3/4 1-13116 1-1/2 3-9/16 2 2 6622-01000 1 2-1/16 1-3/4 4 2-5116 2-5/16 1", 1-114", 1-1/2" Swing Check, Maintenance -free Sealed Unit CPVC, Orange EPDM Socket x Socket Socket x Special Reinforced (SR) Female Plastic Thread I Socket x Socket SR Thread x Socket Nominal Dimension Reference inches, t 1116 CV Part Number Part Number Size A B C D GPM) Socket SIR S1520-1000 S1520-10FSRSCO 1 1-11/16 2-5/16 2-15/16 4-9/16 1 2-5/8 33 S1520-12CO S1520-12FSRSCO 1-1/4 2-1/16 2-15/16 3-5/8 5-1/2 1 3-3/8 42 S1520.15CO S1520-15FSRSC0 1-1/2 2-7116 3 3-11116 5-518 1 3-3/8 1 89 NOT FOR USE WITH COMPRESSED AIR OR GAS Made in the U S.A` Page 2 Progressive Products from Spears® Innovation and Technology FOR CPVC PIPE VSR-SGE)POTTER VANE TYPE WATERFLOW ALARM s The Symbol of Protection SWITCH WITH RETARD AND GLUE -IN UNION I AWARNING Installation must be perfomed by qualified personnel and in accordance with all national and local codes and ordinances. Shock hazard. Disconnect power source before servicing. Serious injury or death could result. Risk of explosion. Not for use in hazardous locations. Serious injury or death could result. The Model VSR-SG is a vane type waterflow switch for use on wet sprinkler systems using CPVC plastic fittings manufactured by Central Sprinkler Corp, Grinnell Sprinkler Corp., Spears Manufacturing Co, and IFEX Scepter) that use I", 1-1/4", 1-1/2" or 2" pipe sizes It is equipped with a union to accommodate installation in confined spaces. The unit contains two single pole double throw snap action switches and an adjustable, instantly recycling pneumatic retard The switches arc actuated when a flow of 10 gallons.per minute (38 liters per minute) or more occurs downstream of the device The flow condition must exist for a period of time necessary to overcome the selected retard period Installation (See Fig. 1 and 2) These devices may be mounted on horizontal or vertical pipe On horizontal pipe they should be Installed on the top side of the pipe where they will be accessible The units should not be installed within 6" (15 cm) of a valve, drain or fitting which changes the direction of the waterflow. The unit has a I" male fitting for gluing into a CPVC plastic TEE. Loosen the union nut and separate the V male fitting from the VSR-SG Glue the I" male fitting into the TEE following the TEE manufacturer's instructions for preparation and gluing of CPVC piping systems (Note The I" male fitting must bottom out on the stop of the TEE for proper operation of the VSR-SG See Fig. 1.) Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SG to the I" male fitting Select the proper paddle for the pipe size and type of TEE used See Fig 3 and Fig 5 for instructions CUL, UL and CSFM Listed Service Pressure: Up to 175 PSI (12,07 BAR) Flow Sensitivity Range for Signal: 4-10 GPM (15-38 LPM) - UL Maximum Surge: 18 FPS (5,5 m/s) Enclosure: Die-cast, red powdercoat finish No. 1144460: Cover held in place with tamper resistant screws No. 1144461: Tamper: Cover Incorporates micro -switch. Cover Tamper: Activated by cover removal Cover Tamper Switch Contacts-. One set SPDT, Rated at 250VAC Cover Tamper Switch Terminations: 8" 22AWG wire leads Contact Ratings: Two sets of SPDT (Form C) 10.0 Amps at 125/250VAC 2 0 Amps at 30VDC Resistive 10 mAmps min. at 24VDC Conduit Entrances: Two openings provided for 1/2" conduit Individual switch compartments suitable for dissimilar voltages. Usage: Listed CPVC plastic piping systems manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufacturing Co, NIBCO, and IPEX (Scepter) Fits pipe sizes - I ", 1-1/4", 1-1/2" and 2" Environmental Specifications: NEMA 4/IP55 rated enclosure suitable for indoor or outdoor use with factory Installed gasket and die-cast housing Temperature range. 40° F to 120° F (4,5° C to 49° C) - UL Stock Number: 1144460 1144461 w/TSK Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Replaceable Components: Retard/Switch Assembly, stock no. 1029030 on how to change paddle. Verify that the o -ring is properly positioned in Its groove hand tighten the nut on the union after orienting the device in the appropriate direction to detect waterflow as shown In Fig. 2. A CAUTION Do not over -tighten the union nut, hand tighten only The vane must not rub the inside of the TEE or bind in any way. The stem should move freely when operated by hand Note: Do not leave cover off for an extended period of time Inspection And Testing Check the operation of the unit by opening the inspector's test valve at the end of the sprinkler line or the drain and test connection, if an inspector's test valve is not provided. I f there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SG is not recommended or advisable The frequency of the inspection and testing and its associated protective monitoring system should be in accordance with the applicable NFPA Codes and Standards and/or authority having jurisdiction (manufacturer recommends quarterly or more frequently) Potter Electric Signal Company, LLC • 2081 Craig Road, St Louis, MO, 63146-4161 • Phone 800-325-3936/Canada 888-882-1833 • www pottersignal coin PRINTED IN USA MFG #5401205 -REV E PAGE I OF 3 5/08 E)POTTER The Symbol of Protection Fig. I 9, MINIMUM CLEARANCE ' RECUIRED FOR 1MALE FITTING INSTALLATION OR MUST BOTTOM OUT REMOVAL OF DEVICE) ON STOP NOBUSHINGS. 1 L - INSERTS OR J DWG 01062-1 ADAPTERS ARE PERMITTED Glue the I " male fitting into the TEE following the TEE manufacturer's instructions for preparation and gluing of CPVC piping systems. Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SG to the V male fitting. I Fig. 4 Typical Electrical Connections Fig. 2 FOR CPVC PIPE VSR-SG VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD AND GLUE -IN UNION Retard Adjustment The delay can be adjusted by rotating the retard adjustment knob from 0 to the max setting (60- 90 seconds). The time delay should be set at the minimum required to prevent false alarms. Fig. 3 WATCTION ERFLOWOtDWG. 0 01053-5 Important: 7 paddles are furnished with each unit to accommodate the various sizes and manufacturers of TEES. The paddles have raised lettering Ifat show the pipe sire and the TEE nfantitachurr trey are to be used wits. The proper paddle must be used The paddle must be properly attached (see Fig. 3) and the screw that holds the paddle must be securely tightened. Notes: I. The model VSR-SG has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other is used to operate a local audible or visual annunciator. 2. For supervised circuits see "Switch Terminal Connections" drawing and caution note (Fig. 6). Fig. 5 Grinnell TEE TEE's manufactured prior 10 5/99 fl TEE's manufactured after 5/99 DWG. 01052-4 Optional Cover Tamper Sv 0-1 Ir— rD.., pfi., r.rrle4.1,r 1 RETARD ADIUSTMI.NI KNOB \ A CAUTION Insure alit anng Is 111 o•nng groove befonr 4 Installing swnich O RUN OF IHE ME Flowing water activates MAY HI: 1% 1 IN'. device 1n one direction only 11/2-. OR i' Notice: Asof5/99Grinnell has changed The design ofthnrTEE fillings The new fillings will require the use of the standard paddle, while you will still be requited to use the paddle marked Grinnell on all fillings manufactured prior to this date Failure to Install the correct paddle could cause the device to malfunction or operate nnproperly MOUNT Sri ARROW ON BASE POINTS IN DIRECTION OF WATERFLOW I' MALE FIrrIN(, ON ALL SI/.ES DWGa 1ID3.1A Fig. 6 Switch Terminal Connections Clamping Plate Terminal 1\ DMU •ilJ AWARNING An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections The wire must be severed, thereby providing supervision of the connection in the event that the wire become dislodged from under the terminal Failure to sever the wire may render the device inoperable risking severe property damage and loss of life 1 A CAUTION Walerflow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppressionsystems Waterflowswitches used for this application may result in unintended discharges caused by surges, trapped air, or short retard times PRINTED IN USA MFG 05401205 -REV E PAGE 2 OF 3 5/08 Cover Tamper Switch NLGATIVE DC Shown with cover to place) OR NEUT RAL ISITIVF: DC t HOI AC 1 C t NO NC IWIIT) (RED) (BLK) LOWGOM' i PANEL D.a I.— Fig. 6 Switch Terminal Connections Clamping Plate Terminal 1\ DMU •ilJ AWARNING An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections The wire must be severed, thereby providing supervision of the connection in the event that the wire become dislodged from under the terminal Failure to sever the wire may render the device inoperable risking severe property damage and loss of life 1 A CAUTION Walerflow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppressionsystems Waterflowswitches used for this application may result in unintended discharges caused by surges, trapped air, or short retard times PRINTED IN USA MFG 05401205 -REV E PAGE 2 OF 3 5/08 FOR CPVC PIPE VSR-SCPOTTERVANETYPEWATERFLOW ALARME) The Symbol of Protection SWITCH WITH RETARD AND GLUE -IN UNION Fig. 7 Break out thin section of cover when wiring both switches from one rnnrinit entrnnre Testing The frequency of inspection and testing for the Model VSR-SG and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SG is not recommended or advisable. A minimum flow of 10 GPM (38 LPM) is required to activate this device. Maintenance Inspect detectors monthly for leaks. If leaks are found, replace the detector. The VSR-SG waterflow switch should provide years of trouble-free service. The retard and switch assembly are easily field replaceable. In the unlikely event that either component does not perform properly, please order replacement retard switch assembly stock number 1029030. There is no maintenance required, only periodic testing and inspection. Important Notice Please advise the person responsible for testing ofthe fire protection system that this system must be tested in accordance with the testing instructions. Removal To prevent accidental water damage, all control valves should be shut tight and the system completely drained before waterflow detectors are removed or replaced. Turn off electrical power to the detector, then disconnect wiring. Loosen union nut and separate unit from the glued in fitting. Gently lift the unit far enough to get your fingers under it. With your fingers, roll the vane so it will fit through the fitting while continuing to lift the waterflow detector. Lift detector clear of pipe. PRINTED IN USA MFG #5401205 -REV E PAGE 3 OF 3 5/08 E)POTTER BELLS The Symbol of Protection PBA -AC & MBA -DC UL, ULC, and FM Approved' Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note I) 40° to 150°F (40° to 66°C) Outdoor use requires weatherproof backbox.) Termination: AC Bells - 4 No. 18 AWG stranded wires DC Bells - Terminal strip Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox Model BBX-1 deep weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" (101 mm) square electrical box for indoor useor on a model BBK-I weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: Size inches mm) Voltage Model Number Stock Number Current (Max.) Typical dB at 10 ft. (3m) (2) Minimum dB at 10 ft. (3m) (1) 6 (150) 12VDC MBA 126 1750070 12A 85 76 8 (200) 12VDC MBA128 1750080 12A 90 77 10(250) 12VDC MBA1210 1750060 12A 92 78 6 (150) 24VDC MBA246 1750100 06A 87 77 8 (200) 24VDC MBA248 1750110 06A 91 79 10 (250) 24VDC MBA2410 1750090 06A 94 80 6 (150) 24VAC PBA246 1806024 17A 91 78 8 (200) 24VAC PBA248 1808024 17A 94 77 10 (250) 24VAC PBA2410 1810024 17A 94 78 6 (150) 120VAC PBA 1206 1806120 05A 92 83 8 (200) 120VAC PBA 1208 1808120 05A 99 84 10 (250) 120VAC PBA 12010 1810120 05A 99' 86 :j Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified, in UL Standard 464. UL temperature range is -30" to 150°F (-34° to 66°C). 1 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. 1 Potter Electric Signal Company • 2081 Craig Road, St Lams, MO, 63146-4161 • Phone 800-325-3936/Canada 888-882-1833 • wwwpottersignal com PRINTED IN USA MKT. #8850001 - REV V 1 PAGE 1 OF 2 MFG #5400776 - 10/06 E)POTTER The Symbol of Protection FIG. 1 10" 250) J 211/16" I (6x) FIG.3 DIMENSIONS INCHES (mm) BELLS DWG1776.1 BELLS PBA -AC & MBA -DC FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 1/2" CONDUIT ENTRANCE DW(A 776? 3 3/a" 5" a6) (127) 33/8" 86) 4 1/4" toe) WIRING (REAR VIEW) A.C. BELLS I WIIITE (IN) WIIITE (OUT) O FROM CONTROL PANEL OR PRECEDING BELL O BLA(INI C.LAC.) CAUTION: WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SIIOWN NO FES: I WIIEN USING AC BELLS, TERMINATE EACII EXTRA WIRE SEPARATELY AFTER LAST BELL 2 END -OF -LINE RESISTOR IS NOT REQUIRED ON AC BELLS DWGY 716) INSTALLATION I. The bell shall be installed in accordance with NFPA 13, 72, or local AHJ. The top of the device shall be no less than 90" AFF and not less than 6" below the ceiling. 1 2. Remove the gong. 3. Connect wiring (see Fig. 3). 4. Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). 5. Reinstall the gong (be sure that the gong positioning pin, in -the mechanism housing, is in the hole in the gong). 6. Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). PRINTED IN USA MKT #8850001 - REV V PAGE 2 OF 2 MFG #5400776 - 10/06 70 70 TYPE 1005P/ 1005/1005S GAUGES Applications Include compressors, filter regulators, medical equipment, automotive diagnostic, beverage dispensing, Industrial machinery and a variety of other applications ACCURACY ASME B 401 Grade B (t3-2-3% of span) DIAL SIZE 1'/r. 27 2%r: 31/i (for 4%; available with steel case/ ring and plastic window, Type 1000, please contact factory) CASE MATERIAL 1005P - ABS, black 1005 - Black painted steel 1005S - Stainless steel (1 %7-8 2 -only) Optional, color otter thanlxaac vent hole WETTED MATERIAL Bronze/brass Ophona/sockels, nicke/plated, Teflon taped. top or side connections, throttle plugs SENSING ELEMENT Bourdon tube; Ashcroft patented PowerFlex' movement CONNECTION V. and V. NPT back and lower (1 %r -not available in %. NPT back, 4%7 -Type 1000 available In %. NPT lower only, consult factory) RANGES Vac -6000 psi and compound TYPE 10DBA/AL GENERAL SERVICE GAUGE Applications include hydraulic systems, machine tools, pressure washers/sprayers and a variety of other applications ACCURACY ASME B 401 Grade B (t3-2-3% of span) DIAL SIZE 63mm (2'/7j,100mm (41 CASE d RING MATERIAL 304 stainless steel, dry, liquid filled or held fellable WETTED MATERIAL Bronze/brass SENSING ELEMENT Bourdon tube, Ashcroft patented PowerF/ei(' move- ment CONNECTION A NPT lower and back Optional, metric and SAE connection RANGES Vat -15,000 psi and compound 30 40 60 r0 to so 0 10 w wq Iw aw olvr TYPE 1001T PANEL GAUGE 7 Applications Include instrument panels, air-conditioning equipment, air and gas compressors, machine tools and a variety of other applications ACCURACY ASME B 401 Grade B (.t3-2-3% of span) DIAL SIZE 1 %7-, 2; 2%7-.3%i CASE MATERIAL Black painted steel WETTED MATERIAL Bronze/brass SENSING ELEMENT Bourdon tube, Ashcroft patented Powerflex` movement CONNECTION 7 NPT back, A NPT back RANGES Vac -6000 psi and compound i70 - LW TYPE 3005 / 3005P HYDRAULIC GAUGE Applications include hydraulic systems, machine toots, pressure washers/sprayers, compressors, irrigation equipiment and a variety of other applications ACCURACY ASME B 401 Grade B (t3-2-3% of span) DIAL SIZE 63mm (2Y7l CASE MATERIAL 3005 - 304 stainless steel, dry, liquid filled or held fellable 3005F - Black ABS dry or glycerine filled WETTED MATERIAL Bronze/brass SENSING ELEMENT Bourdon tube, Ashcroft patented PowerFle>r' move- ment , CONNECTION 3005 - A NPT lower and back 3005P - % NPT lower Optional, metric and SAE connection RANGES Vac -15.000 psi and compound Commercial Gauge Quick Guide All Gauges Are Not Created Equal... Only Ashcroft* commercial pressure gauges offer the exclusive, patented PowerF/ex- movemenL The Ashcroft PowerFlex" movement provides a high level of reliability and durability. Superior shock resistance n Exceptional vibration resistance Excellent pulsation performance Outstanding durability i ,lo Helps ensure safety r Is Reduces manufacturing costs eAsl Helps assure a quality press Reduces Inspection costs In addition, with Ashcroft commercial pressure gauges you get - Is Broad product selection 23mm to 4fi dial sizes Ranges from vacuum to 15,000 psi Wide vanety of case styles and materials to Distomtzed logos, dials and pressure confections available. Ashcroft commercial pressure gauges also provide True Zero" Unification. True Zero " Ashcroft Inc, 250 East Main Street Is true indication of zero pressure being Stratford, CT 06614.5145 USA Tel 203-378-8281 • Fax 203-385-0408 applied to Ute gauge. www ashcroft.com I" 75A IN • •• 7e0 J TYPE 1005M, XRG AGRICULTURAL AMMONIA This product was designed to wllhstand rug- ged agricultural applications Features Include stainless tube and socket, In addition to glass window, necessary for anhydrous ammonia applications ACCURACY ASME B 401 Grade B (t3-2-3% of span) DIAL SIZE 216 - CASE MATERIAL Black painted steel Optional, stainless clad aluminum Type 10055M) WETTED MATERIAL 316 stainless steel/steel SENSING ELEMENT Bourdon tube, Ashcroft patented PowerF/e (`move- ment CONNECTION NPT lower Optional, 0 020"onfice stainless steel throttle plug RANGES 0/60 psi, 0/150 psi, 01400 psi ft - t r TYPE 1005M, XR5 REFRIGERANT AMMONIA This product was designed to meet the require- ments of refrigerant ammonia applications Features Include enhanced leak integrity plus dual scale (ps0emp) dial necessary for these applications ACCURACY ASME 8401 Grade B (t3-2-3% of span) DIAL SIZE 2'h: 3%i CASE MATERIAL Black painted steel Optional, ABS (Type 1005PM), stainless clad alumi- num (Type 1005SM) WETTED MATERIAL 316 stainless steellsteel SENSING ELEMENT Bourdon tube, Ashcroft patented PoweffM.>l'move- ment CONNECTION V. NPT lower RANGES 30 in Hg Vac/O/150 psi, 30 in Hg Var/0/300 psi _ with equivalent ammonia temperature scales All ranges listed may not be available in all sizes/connections. Please consul) individual spec sheets BULLETIN CGOG-1 Commercial Gauge Quick Guide 9p TD 1 7rD These gauges are UL -393 listed, UL of Canada listed and FM approved for fire protection sprinkler service for either water or air systems ACCURACY ASME B 401 Grade B (13.2.3% of span) DIAL SIZE 31/? - CASE MATERIAL ABS/polycarbonate blend WETTED MATERIAL Bronze/brass SENSING ELEMENT Bourdon tube, Ashcroft patented PowerFW move- ment CONNECTION Y. NPT lower RANGES 0.300 psi (water), 0-80 psi retard to 250 psi (air) LOOM FOR YI(Sr NDr11CY MAUS ON OUR MOOLIUS FM r. -LISTED so rgosopDIN Im TYPE 4ODDG/5DDDG DIRECT DRIVE GAUGE Typical applications Include filter regulator lubricators, portable compressors, air tanks, industrial machinery and a variety of other applications Excellent shock resistance ACCURACY ASME B 401 Grade B (13-2-3% of span) DIAL SIZE 40mm (1 %r1 or 50mm (21 CASE MATERIAL ABS polycarbonate blend, black WETTED MATERIAL Beryllium copper toll, silicone dampened Integral ABS polycarbonate blend socket Optional, '/p NPT or'/. NPT brass, throttle plug SENSING ELEMENT Spiral wound Bourdon tube CONNECTION 40mm - %, NPT back 50mm - %, NPT or A NPT back RANGES 0-60 psi (180' arc), 0-100 psi, 0.160 psi, 0.200 psi. 0-300 psi. 0.400 psi (235' arc) For optimum gauge file, select a gauge with a full scale pressure range of approximately twice the maximum excursion pressure ConsuR factory for high cycle life applications Mp R W 1 TYPE 1007P, XOR REFRIGERATION MANIFOLD Typical applications include checking or servic- ing refrigerant levels In automotive, residential or Industrial air-conditioning units, refrigerant recovery and reclamation units, refrigerant transport systems and large scale air- conditioning and chilling equipment. ACCURACY 11°/ at zero, t2% three fourths o1 scale, 15% last fourth of scale DIAL SIZEt vy 2%r - CASE MATERIAL ABS, red (high pressure) 'm rABS, blue (low pressure) Z_ . W_'VOptional, black, ABS WETTED MATERIAL Bronzetbrass SENSINGELEMENT Bourdon tube, Ashcroft patented PowerFlex"move- menl with Flutter Guard'" CONNECTION NPT lower RANGES VacV120 psi retard to 250 psi, W500 psi VacOW psi retard to 800 psi, 01800 psi Optional, alternate mingerant ranges Note: for panel mount refrigeration gauges (recov- ery, recycling) see Type 1001 T options TYPE 23D66 MINIGAUGE" PRESSURE GAUGE These gauges are perfect lot a multitude of applications where a 1 Vi -conventional size gauges too large, such as mini-FRUs. pneumatic stack valves and air compressors ACCURACY 15°/ of span DIAL SIZE 23mm (0.906 ) CASE MATERIAL ABS blend, black WETTED MATERIAL Beryllium copper tube/brass socket SENSING ELEMENT Spiral wound Bourdon tube CONNECTION Ya NPT back with 15mm IV,)) wrench flats. Optional, throttle plugs, PT i8"(JIS) andf? tib" BSPT) threads RANGES 60 psi -100 psi (180' dial arc) 160 psi -300 psi (235' dial arc) w w= V_ OUR TYPE 2071 CONTRACTOR GAUGE These gauges are designed to meet the needs of heating, ventilating, plumbing and air- conditioning contractors ACCURACY ASME B 401 Grade A (12-1-2% of span) DIAL SIZE 4h - CASE d RING MATERIAL Aluminum with back -flange case, painted black, chrome plated ring WETTED MATERIAL Bronze/brass soldered, siphon required lot steam service SENSING ELEMENT Bourdon tube, Ashcroft patented PowerFWmove- ment CONNECTION V. NPT lower Optional, throttle plugs RANGES Vac -600 psi and compound iii/;, 10 7000 30000 f// Ii1rp/ j, IE Mnpl SL9[ROFT• TYPE 12DDG/15DOG DIRECT DRIVE GAUGE Applications include pumps, air compresors, portable lire inflators, portable oxygen equip menl, self-contained breathing apparatus, portable industrial gas cylinders and a variety of other applications ACCURACY Standard 12% at selpoint (selpoinl is normally 50% of range) UL listed 13 5% of span of middle Three-liflhs of scale DIAL SIZE 11/4-,1 /:- CASE MATERIAL Stainless steel, sealed WETTED MATERIAL Beryllium copper tube/brass socket SENSING ELEMENT Spiral wound Bourdon lube Optional, silicone dampened tube, silicone - filled tube CONNECTION NPT back, safety plug in 1500 psi -4000 psi ranges Optional. Y flPT back, throttle plugs RANGES 0/60 psi, 0/100 psi, 0/150 psi. 0200 psi, 0/300 psi, Of/00 psi, 011,200 psi, 0/1,500 psi 02.000 psi. 013.000 psi. 014,000 psi 10ASHCRC)FT w.nQ 8 ro ,.UUr l e o M-. Pmftftr bot eplon,l TYPE D1005PS GENERAL DIGITAL GAUGE This product is an excellent choice for a wide variety of pressure measurement applications When compared to mechanical gauges the D1005PS offers overall enhanced value ACCURACY 105%of span CASE SIZE 2%r - CASE MATERIAL Noryl'' WETTED MATERIALS 17.4 PH stainless steel sensor, 316 stainless steel socket SOCKET SIZE A NPT CONNECTION Lower (6 o'clock), 3, 9 and 12 o'clock RANGES Vac thru 19,999, including compound POWER SOURCE Two AAA alkaline batteries BATTERY LIFE 1000 his OPERATING TEMPERATURE 14/140-F (-I0/60'C) STORAGE TEMPERATURE 4/158-F (-20170'C) AGENCY APPROVALS CE, EN 61326 (1998) CE, EN 61326 Annex A (heavy industrial) LOOK fOn 7M5 MGnuY M44K ON OUR PRODUCTS CE These products are designed for use on portable fire extinguishers and systems. ACCURACY Conforms to applicable UL specs* DIAL SIZE 1 %4-,1 %r CASE MATERIAL Stainless steel, sealed WETTED MATERIAL Beryllium copper/brass SENSING ELEMENT Spiral wound Bourdon tube Optional, sihcone-Idled tube Spiral tube, beryllium copper CONNECTION NPT back Optional, special socket configurations RANGES Maximum scale: pressure from 200 psi to 1200 psi UL 299 UL 626 UL 1058 UL 1093 All ranges listed may not be available in all sizes/connections Please consult Individual spec sheets SP31,018/07 0 HYDRAULIC CALCULATIONS PRODUCT DATA SUBMITTAL For THORNBROOKE TOWNHOMES LOTS 249-256 WAFS # 85833 OH SANFORD, FLORIDA WAYNE AUTOMATIC FIRE SPRINKLERS, INC. 222 CAPITOL COURT - OCOEE, FL 34761 TEL (407) 656:3030 or FAX (407) 656-8026 Automatic Sprinklers, Inc. Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE, FL 34761 PR (407) 877-5578 FAX: (407) 855-80E8 Certificate of Authorization Nmber 29038 Robert .JL Dewar, P.E. FL Licenes No, 70837 Ed S. Snider, P.E. FL License No. 71374 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 , 407-656-3030 Job Name : Thornebrook Birch Unit B-1 Sheet Number s: FPBA Location I : White Cedar Road Design Area B-1 Contract 858" Data File Thornebrook B-1.WXF Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Wayne Automatic Thornebrook Birch Unit B-1 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Brich Unit Location: White Cedar Road Drawing no: FPB.1 Date: 10/11/17 Design Remote area number: B-1 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 2 sprks - SgFt Coverage per sprinkler: 256 - SgFt Type of sprinklers calculated: Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated: 2 In -rack demand. N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 31.3 -GPM @ 36.7 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 10/11/17 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Page 1 Date 10/11/07 Name of contractor: Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number: 407-877-5578 Name of designer: MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. TYPICAL CALCULATION DONE FROM MOST REMOTE/DEMANDING BUILDING ON PROPERTY. Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Water Supply Curve C Wayne Automatic Page 2 Thornebrook Birch Unit B-1 Date 10/11/07 City Water Supply. C1 - Static Pressure 65 C2 - Residual Pressure, 55 C2 - Residual Flow 1000 t Demand D1 - Elevation D2 - System Flow D2 - System Pressure Hose ( Demand) D3 - System Demand Safety Margin 7.652 31 113 36 758 31 11 28 226 150 140 130 p 120 r R 110 E 100 S90 S80 U 70 t R 60 E 50 40 30 20 10 D1 100 200 300 400 500 600 700 FLOW( N^185) 800 900 I Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 C2 Fittings Used Summary Wayne Automatic Thornebrook Birch Unit B-1 f Page 3 Date 10/11/07 Fitting Legend Abbrev, Name h 1 1% IA 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gale Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Tum Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 S Generic Swing Check Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 U' CPVC 90' Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zik Wilkins 950XL Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note. Fitting Legend provides equivalent pipe lengths for fittings types of various diameters Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with • The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ' will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Thornebrook Birch Unit B-1 Page Date 4 10/11/07 Node Elevation K -Fact Pt Pn Flow Density Area Press No Actual Actual Req 131 19.667 49 70 na 1296 005 256 70 62 '19 667 49 72 na 13 15 0.05 256 70 BA 20 333 8.23 na BC 20.333 ' 1155 na BD 20 333 1312 na 200 20.333 1375 na 100 10.333 1975 na 101 10.333 2096 na TB 10 333 21 66 na BB ,1 0 26.59 na UG4 -30 2883 na UG3 -3.0 30.45 na BF 1 -30 3087 na BF2 -30 3857 4 na C218 -3.0 3891 na 50 C248 -30 3892 na UG2 -30 38.92 na UG1 -30 3892 na C203 -30 3892 na C202 -3.0 38.92 na C190 -30 3892 na C132 -30 38.92 na C125 -3.0 3892 na C64 -30 38.92 na ST1 -30 3892 na ST2 -3.0 3892 na TEE -30 3892 na HYD 2.0 36.76 na The maximum velocity is 13.96 and it occurs In the pipe between nodes BA and BC r I I Computer Programs by Hydratec Inc Route 111 Windham N H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Birch Unit B-1 Date 10/11/07 Hyd. Qa Dia Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn B1 12.96 0.874 U 40 9.167 7.000 K Factor = 4.90 to 150.0 V 3.0 7 000 0.288 BA 12.96 0.0939 0.0 16.167 1.518 Vel = 6.93 0.0 12.96 8.230 K Factor = 4.52 B2 13.15 0.874 U 40 6.667 7201 K Factor = 4.90 to 150.0 V 3.0 7.000 0.288 BA 13.15 0.0964 0.0 13.667 1.317 Vel = 7.03 0.0 13.15 8.230 K Factor= 4.58 BA 26.11 0.874 V 3.0 6 667 8.230 to 150.0 0.0 3 000 0.0 BC 26.11 0.3431 0.0 9 667 3.317 Vel = 13.96 BC 0.0 0.874 0.0 4.583 11.547 to 150.0 0.0 0.0 0.0 BD 26.11 0.3430 00 4.583 1.572 Vel = 13.96 BD 0.0 1.101 U 5.0 0.667 13.119 to 150.0 0.0 5.000 0.0 200 26.11 0.1113 0.0 5.667 0.631 Vel = 8 80 200 0.0 1.101 V 5.0 10.000 13.750 to 150.0 0.0 5.000 4.331 ' 100 26.11 0.1115 0.0 15.000 1.672 Vel = 8 80 100 0.0 1.101 0.0 10.833 19.753 to 150.0 0.0 0.0 00 101 26.11 0.1114 0.0 10.833 1207 Vel = 8.80 101 0.0 1.394 21.1 12.0 7.833 20.960 to 150.0 0.0 12.000 0.0 TB 26.11 0.0353 0.0 19.833 0 701 Vel = 5.49 TB 0.0 1.394 Z 4.762 9 333 21.661 to 150.0 S 11.11 15.871 4.042 BB 26.11 0.0353 0.0 25.204 0.890 Vel = 5.49 0.0 26.11 26.593 K Factor = 5 06 BLDG UG BB 26.11 1.598 U 7.0 13.000 26.593 to 150.0 V 8.0 15.000 1.732 UG4 26.11 0.0182 0.0 28 000 0.509 Vel = 4.18 UG4 0.0 1598 0.0 89.000 28.834 to 150.0 0.0 0.0 0.0 UG3 26.11 0.0182 0.0 89.000 1.616 Vel = 4 18 UG3 0.0 1598 V 8.0 15.000 30.450 to 150.0 0.0 8 000 0.0 BF1 26.11 0.0182 0.0 23.000 0.418 Vel = 4 18 Computer Programs by Hydratec Inc Route 111 Windham N.H USA 03087 Computer Programs by Hydratec Inc Route 111 Windham N H. USA 03087 4 Final Calculations Hazen -Williams Wayne Automatic Page 6 Thornebrook Birch Unit B-1 1 Date 10/11/07 Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. C" or Ftng's Pe Pv """` Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BF1 00 2.067 T 10.0 20.000 30.868 to 120.0 L 3.0 13.000 7 445 Fixed Loss = 7.445 BF2 26.11 0.0078 Zik 00 33.000 0 259 Vel = 2.50 BF2 0.0 1.913 G 1.036 34.000 38 572 to 1 150.0 T 10.364 11.400 00 C218 26.11 0.0076 00 45.400 0 343 Vel = 2.91 0.0 26.11 38.915, K Factor = 4.19 SITE UG I C218 16.46 7.98 G 6.041 423.000 38.915 Qa = 5.00 to 150.0 3F 40.774 46.814 0.0 C248 16.46 0.0 00 469.814 0.001 Vel = '0.11 C248 0.0 7.98 G 6.041 33.000 38.916 to 150.0 0.0 6.040 0.0 UG2 16.46 0.0 0.0 39.040 0.0 Vel = 0.11 UG2 3.95 7.98 G 6.041 431.000 38 916 to 1500 T 52.855 58.895 0.0 ST1 20.41 00 0.0 489.895 0.003 Vel = 0.13 0.0 20.41 38.919 K Factor = 3 27 w C218 14.66 7.98 3F 40.774 483.000 38.915 to 150.0 G 6.041 99.669 00 UG1 1466 0.0 T 52.855 582.669 0.001 Vel = 0.09 00 14.66 38.916 K Factor = 2.35 UG1 3.95 7.98 0.0 254.000 38 916 to 150.0 0.0 0.0 00 C203 3.95 0.0 0.0 254.000 0.0 Vel = 0.03 C203 00 7.98 0.0 24.000 38.916 to 150.0 0.0 0.0 0.0 C202 3.95 0.0 0.0 24.000 0.0 Vel = 0.03 C202 0.0 7.98 G 6.041 205.000 38.916 to 150.0 T 52.855 58.895 0.0 UG2 395 00 0.0 263.895 0.0 Vel = 0.03 0.0 395 38.916 K Factor= 0.63 UG1 10.70 798 1 0.0 252.000 38.916 to 150.0 0.0 0.0 0.0 C190 10.7 00 0.0 252.000 0.001 Vel = 0.07 C190 0.0 7.98 G 6.041 202.000 38.917 to 150.0 00 6 040 00 C132 10.7 0.0 00 208.040 00 Vel = 0.07 Computer Programs by Hydratec Inc Route 111 Windham N H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page '7 Thornebrook Birch Unit B-1 Date 10/11/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn C132 0.0 7.98 3F 40.774 502.000 38.917 to 150.0 0.0 40.774 0.0 C125 10.7 0.0 00 542.774 0.001 Vel = 0.07 C125 0.0 7.98 3F 40.774 430.000 38.918 to 150.0 0.0 40 774 0.0 C64 10.7 00 00 470.774 0.0 Vel = 0.07 C64 0.0 7.98 G 6.041 171.000 38.918 to 1500 T 52.855 58.895 0.0 ST1 10.7 0.0 0.0 229.895 0.001 Vel = 0.07 00 10.70 38 919 K Factor = 1 72 ST1 31.11 7.98 G 6 041 128.000 38 919 to 150.0 T 52.855 58.895 00 ST2 31 11 0.0 0.0 186.895 0.001 Vel = 0.20 ST2 0.0 979 G 6 747 360.000 38.920 to 150.0 T 67.474 74.221 0.0 TEE 31.11 0.0 0.0 434 221 0.002 Vel = 0 13 TEE 0.0 634 G 4 952 15.000 38.922 to 140.0 L 14.855 19.807 2.166 HYD 31.11 0.0001 0.0 34 807 0.002 Vel = 0.32 0.0 31 11 36.758 K Factor= 5.13 0 a Computer Programs by Hydratec Inc. Route 111 Windham N.H USA 03087 Automat!c Fire Sprinklers, Inc. Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE, FL 34781 Pit (407) 877-5576 FAX: (407) 856-8028 Certificate of Authorization Number- 29038 Robert A Dewar, P.E. FL Licenee Na 70937 Ed S. Snider, P.E. FL License No. 71374 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Birch Unit B-2 r Sheet Number FPB.1 Location White Cedar Road Design Area B-2 , Contract 858" Data File Thornebrook B-2.WXF r Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 0 Wayne Automatic Page 1 Thornebrook Birch Unit B-2 Date 10/11/17 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Brich Unit Location: White Cedar Road Drawing no: FPB.1 Date: 10/11/17 Design Remote area number: B-2 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 2 sprks - SgFt Coverage per sprinkler: vARIES - SgFt Type of sprinklers calculated. Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated: 2 In -rack demand: N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 45.9 -GPM @ 57.5 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 10/11/17 Location: White Cedar Road ' Source: Wayne Automatic Fire Sprinklers, Inc. Name of contractor. Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number. 407-877-5578 Name of designer. MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D TYPICAL CALCULATION DONE FROM MOST REMOTE/DEMANDING BUILDING ON PROPERTY. Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 City Water Supply C1 -Static Pressure C2 - Residual Pressure. C2 - Residual Flow 65 55 t 1000 r Demand D1 - I D2 - D2 - Hose D3 Satet IevaUon ystem Flow ystem Pressure Demand) ystem Demand Margin 8 085 45 891 57 479 45.891 7 488 150 140 130 P 120 R 110 t E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 D1 X100 200 300 400 500 600 700 FLOW( N ^ 1.85 ) 800 900 Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 C2 Fittings Used Summary Wayne Automatic Page 3 Thornebrook Birch Unit B-2 Date 10/11/17 Fitting Legend Abbrev Name A 1 11/. 1 Y. 2 2% 3 31A 4 5 6 8 10 12 14 16 18 20 24 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Genenc Gale Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Tum Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 S Generic Swing Check Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 u CPVC 90' Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zik Wilkins 950XL Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note' Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with ' The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ' will be adjusted In the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Thornebrook Birch Unit B-2 Page 4 Date 10/11/17 Node Elevation K -Fact Pt Pn Flow Density Area Press No Actual Actual Re B3 20.667 4.9 16.7 na 2002 005 400 16.7 B3T 21 333 1736 na B4 19.667 49 18.13 na 20.87 005 256 7.0 B4T 20.333 1864 na BC 20 333 2223 na BD 20.333 23.27 na 200 20 333 24.71 na 100 10 333 32.88 na 101 10.333 3564 na TB 10 333 37.25 na BB 10 4333 na UG4 30 , 4623 na UG3 30 49.94 na BF1 3.0 5089 na BF2 30 5884 na C218 30 5963 na 5.0 C248 30 59.63 na UG2 30 5963 na UG1 30 59.63 na C203 3.0 5963 na C202 30 5963 na C190 3.0 5963 na C132 30 5963 na C125 3.0 5963 na C64 3.0 5963 na ST1 3.0 59.63 na ST2 3.0 5964 na TEE 30 5964 na HYD 2.0 5748 na The maximum velocity is 13.78 and it occurs in the pipe between nodes BD and 200 t y Computer Programs by Hydratec Inc Route 111 Windham N H. USA 030 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Birch Unit B-2 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv Ln. Total Pf Pn B3 20.02 0.874 U 4.0 0.500 16.700 K Factor = 4 90 to 150.0 0.0 4.000 0.288 B3T 2002 0.2098 0.0 4.500 0.944 Vel = 10.71 B3T 0.0 0.874 3U 12.0 11.083 17.356 to 150.0 V 3.0 15.000 0.433 BD 2002 0.2099 0.0 26 083 5.476 Vel = 10.71 00 20.02 23.265 K Factor = 4.15 B4 20.87 0.874 V 3.0 0 500 18.135 K Factor = 4.90 to 1500 0.0 3.000 0.288 B4T 20.87 02266 0.0 3.500 0.793 Vel = 11.16 B4T 0.0 0.874 U 4.0 11.833 18.640 to 150.0 0.0 4 000 0.0 BC 2087 02266 0.0 15 833 3.587 Vel = 11.16 BC 0.0 0.874 0.0 4.583 22.227 to 150.0 0.0 0.0 0.0 BD 20.87 02265 0.0 4.583 1 038 Vel = 11.16 BD 20.02 1.101 U 50 0.667 23.265 to 150.0 00 5.000 0.0 200 40.89 0.2555 0.0 5.667 1.448 Vel = 13.78 200 0.0 1.101 V 5.0 10.000 24.713 to 150.0 0.0 5.000 4.331 100 40.89 0.2555 0.0 15.000 3.832 Vel = 13.78 100 0.0 1.101 0.0 10.833 32.876 to 150.0 0.0 0.0 0.0 101 40.89 0.2555 0.0 10.833 2.768 Vel = 13.78 101 0.0 1.394 2U 12.0 7.833 35.644 to 150.0 0.0 12.000 0.0 TB 40.89 0.0810 0.0 19.833 1.606 Vel = 8.60 TB 0.0 1.394 Z 4.762 9.333 37.250 to 1500 S 11 11 15.871 4.042 BB 40.89 0.0810 0.0 25.204 2.041 Vel = 8.60 0.0 40.89 43.333 K Factor= 6 21 BLDG UG BB 40.89 1.598 U 7.0 13 000 43 333 to 150.0 V 80 15.000 1.732 UG4 40.89 0.0416 0.0 28.000 1 166 Vel = 6.54 UG4 0.0 1 598 0.0 89.000 46 231 to 150.0 0.0 00 0.0 UG3 40.89 0.0416 0.0 89 000 3.705 Vel = 6.54 UG3 0.0 1.598 V 8.0 15.000 49.936 to 1500 0.0 8.000 0.0 BF1 40.89 0.0417 0.0 23.000 0.958 Vel = 6.54 BF1 0.0 2.067 T 10.0 20.000 50.894 to 1200 L 3.0 13.000 7 353 Fixed Loss = 7.353 BF2 40.89 0.0180 Zik 0.0 33.000 0.593 Vel = 3.91 Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Final Calculations - Hazen-Williams Wayne Automatic Page 6 Thornebrook Birch Unit B-2 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BF2 0.0 1 913 G 1.036 34.000 58 840 to 150.0 T 10.364 11.400 0.0 C218 40.89 0.0173 00 45.400 0 787 Vel = 4.56 0.0 40.89 59 627 K Factor = 5.30 SITE UG C218 24.27 7.98 G 6.041 423.000 59.627 Oa= 500 to 150.0 3F 40 774 46.814 0.0 C248 24.27 0.0 0.0 469.814 0.003 Vel = 0 16 C248 0.0 7.98 G 6.041 33.000 59.630 to 150.0 0.0 6.040 0.0 UG2 24.27 0.0 0.0 39.040 0.0 el = 0.16 UG2 5.84 7.98 G 6.041, 431.000 59.630 to 150.0 T 52.855 58.895 0.0 ST1 30.11 0.0 0.0 489.895 0.005 Vel= 0.19 0.0 3011 59.635 Factor = 3.90 C218 21.62 7.98 3F 40.774 483.000 59.627 to 150.0 G 6.041 99.669 0.0 UG1 21.62 0.0 T 52.855 582.669 0.003 Vel = 0.14 0.0 21.62 59.630 K Factor= 2.80 UG1 5.83 7.98 0.0 254.000 59 630 to 150.0 00 0.0 00 C203 5.83 0.0 0.0 254.000 00 Vel = 0.04 C203 0.0 7.98 0.0 24.000 59.630 to 150.0 0.0 0.0 0.0 C202 5.83 0.0 0.0 24.000 00 Vel = 0.04 C202 00 7.98 G 6.041 205.000 59.630 to 150.0 T 52.855 58.895 0.0 UG2 5.83 0.0 00 263.895 0.0 Vel = 0.04 0.0 583 59.630 Factor = 0.75 UG1 15.78 7.98 0.0 252.000 59.630 to 150.0 0.0 00 0.0 C190 15.78 0.0 00 252 000 0 001 Vel= 0.10 C190 0.0 7.98 G 6 041 202 000 59.631 to 1500 0.0 6.040 0.0 C132 15.78 0.0 I 0.0 208.040 00 Jel = 0.10 C132 0.0 7.98 3F 40.774 502.000 59 631 to 1500 0.0 40 774 00 C125 15.78 0.0 00 542 774 0 002 el =, 0.10 Computer Programs by Hydratec Inc Route 111 Windham N H. USA 030 7 Final Calculations - Hazen -Williams Wayne Automatic Page 7 Thornebrook Birch Unit B-2 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn C125 0.0 7.98 3F 40.774 430.000 59.633 to 150.0 00 40.774 0 0 C64 1578 0.0 0.0 470.774 0.001 Vel = 0 10 C64 0.0 7.98 G 6.041 171.000 59.634 to 150.0 T 52.855 58.895 0.0 ST1 15.78 0.0 0.0 229.895 0.001 Vel = 0 10 0.0 15.78 59.635 K Factor= 2.04 ST1 45.89 798 G 6.041 128.000 59.635 to 1500 T 52.855 58.895 0.0 ST2 45.89 00 0.0 186.895 0 004 Vel = 0.29 ST2 0.0 9.79 G 6.747 360.000 59.639 to 1500 T 67.474 74.221 00 TEE 45.89 0.0 0.0 434.221 0.003 Vel = 0 20 TEE 0.0 6.34 G 4.952 15.000 59.642 to 1400, L 14.855 19.807 2166 HYD 4589 0.0001 0.0 34.807 0.003 Vel = 0 47 0.0 45.89 57 479 K Factor = 6 05 Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 0 0 V 'W WWsM mom.. Automatic Fire Sprinklers, Inc. 0 Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEF- FL 34751 Pit (407) 877-5578 FAX: '(4(17) 85f3-8028 Certificate of Authorization Number 29038 Robert A Dewar. P.E. FL Ucenee No, 70837 Ed S. Snider, P.E. FL Licenes No. 71374 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Redwood Unit R-1 Sheet Number F1PR.1 Location White Cedar Road Design Area R-1 Contract 858*' Data File Thornebrook R-1.WXF Computer Programs by Hydratec Inc. Route 111 .Windham N H. USA t 011111111 Wayne Automatic Thornebrook Redwood Unit R-1 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Redwood Unit Location: White Cedar Road Drawing no: FPR 1 Date: 10/11/17 Design Remote area number: R-1 Remote area location: 1st Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 2 sprks - SgFt Coverage per sprinkler. 400 - SgFt Type of sprinklers calculated: Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated: 2 In -rack demand: N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 47 1 - GPM @ 57.8 - Psi Type of system: Wet System r Volume of dry or preaction system: N/A - Gal Water supply information Date: 10/11/17 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Page 1 Date 10/11/17 Name of contractor: Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number. 407-877-5578 Name of designer. MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D TYPICAL CALCULATION DONE FROM MOST REMOTE/DEMANDING BUILDING ON PROPERTY. Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 City Water Supply. C1 -Static Pressure . C2 - Residual Pressure. C2 - Residual Flow i 65 55 1000 1 Demand: D1 - E D2 - D2 - Hose D3 - Safet levation ystem Flow ystem Pressure Demand) ystem Demand Margin 3 176 47092 57 847 47092 7118 150 140 130 p 120 R 110 E 100 S90 S80 U 70 R 60 E 50 40 30 20 10 100 200 300 400 500 600 700 FLOW( N^ 1.85) 800 900 Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 A C2 Fittings Used Summary Wayne Automatic Thornebrook Redwood Unit R-1 Page 3 Date 10/11117 Filling Legend Abbrev Name Y 1 1`/. 1h 2 2'/. 3 31/1 4 5 6 8 10 12 14 16 18 20 24 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Tum Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 R CPVC Coup -Tee Run Tyco 0 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S Generic Swing Check Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 U' CPVC 90' Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V' CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zik Wilkins 950XL Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note Fitting Legend provides equivalent pipe lengths for fittings types of various diameters Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with '. The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ' will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Thornebrook,Redwood Unit R-1 Page 4 Date 10/11/17 Node Elevation K -Fact Pt Pn Flow Density Area Press No Actual Actual I Req R1 9.333 4.9 16.7 na 2002 005 R1T 10.3 18.7 na R2 9 333 49 20.28 na 22.07 005 10.333 22.63 na 100 10.333 2837 na 101 10 333 31.79 na TR 10 333 34.4 na BR 1.0 4094 na UG5 3.0 4359 na UG4 3.0 4627 na U133 3.0 5018 na BF1 3.0 5119 na BF2 3.0 59.16 na C218 30 r 5999 na 50 C248 3.0 600 na UG2 30 600 na UG1 30 600 na C203 30 600 na C202 3.0 600 na C190 3.0 600 na C132 30 600 na C125 30 60.0 na C64 30 60.0 na ST1 30 60.0 na ST2 30 60.01 na TEE 3.0 60.01 na HYD 20 5785 na The maximum velocity is 22.51 and it occurs in the pipe between nodes RA and 100 , u H u Computer Programs by Hydratec Inc Route 111 Windham N H USA I 400 16.7 400 167 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Redwood Unit R-1 Date 10/11/17 Hyd. Qa Dia, Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn R1 2002 0.874 2U 8.0 3.500 16.700 K Factor = 4 90 to 150.0 0.0 8.000 0419 R 1 T 20.02 0.2099 0.0 11 500 2 414 - Vel = 10.71 R1T 0.0 0.874 0.0 18.833 18.695 to 150.0 0.0 0.0 0.014 RA 20.02 0.2100 0.0 18.833 3.954 Vel = 10.71 0.0 20.02 22.635 K Factor = 4 21 R2 2207 0.874 U 4.0 4.083 20.283 K Factor = 4.90 to 150.0 V 3.0 7.000 0.433 RA 2207 0.2513 00 11.083 2.785 Vel = 11.80 RA 2002 0.874 0.0 6.916 22.635 to 150.0 00 0.0 0.0 100 4209 0.8298 0.0 6.916 5.739 Vel = 22.51 100 0.0 1.101 0.0 12.667 28.374 to 1500 0.0 0.0 0.0 101 42.09 0.2695 00 12.667 3.414 Vel = 14.18 101 0.0 1.394 2U 120 18.583 31 788 to 150.0 00 12.000 0.0 TR 42.09 0.0854 0.0 30.583 2.613 Vel = 8.85 TR 0.0 1.394 4R 4.0 9.333 34.401 to 150.0 Z 4 762 19.871 4.042 BR 42.09 0.0854 S 11.11 29.204 2.495 Vel = 8.85 0.0 42.09 40 938 K Factor = 6.58 BLDG UG BR 42.09 1.598 V 8.0 13 000 40 938 to 1500 00 8.000 1 732 UG5 42.09 0.0439 0.0 21.000 0.922 Vel = 6.73 UG5 00 1 598 0.0 61.000 43.592 to 150.0 0.0 00 0.0 UG4 4209 0.0439 00 61.000 2.680 Vel = 6.73 UG4 00 1 598 0.0 89.000 46.272 to 150.0 0.0 0.0 0.0 UG3 42.09 0.0439. 00 89.000 3.909 Vel = 6 73 UG3 00 1 598 V 8.0 15.000 50:181 to 150.0 00 8.000 0.0 BF1 4209 0.0440 0.0 23.000 1.011 Vel = 6.73 BF1 0.0 2067 T 10.0 20.000 51.192 to 120.0 L 30 13.000 7.347 Fixed Loss = 7.347 BF2 4209 0.0189 Zik 0.0 33.000 0.625 Vel = 4.02 BF2 00 1.913 G 1.036 34.000 59 164 to 1500 T 10.364 11.400 0.0 C218 4209 0.0183 0.0 45.400 0 830 Vel = 4 70 0.0 Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 6 Thornebrook Redwood Unit R-1 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt - Pt Ref C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pin 42.09 59.994 1 Factor = 5.43 SITE UG C218 24.91 7.98 G 6.041 423 000 59.994 Ga = 5.00 to 150.0 3F 40.774 46.814 0.0 C248 24.91 00 0.0 469.814 0.004 Vei= 0.16 C248 0.0 7.98 G 6.041 33.000 59.998 to 150.0 0.0 6.040 0.0 UG2 24.91 00 0.0 39.040 0.0 Vel = 0.16 UG2 5.98 7.98 G 6.041 431.000 59.998 to 150.0 T 52.855 58.895 0.0 ST1 30.89 0.0 0.0 489.895 0.005 Vel = 0.20 0.0 3089 60.003 K Factor = 3.99 r C218 22.18 7.98 3F 40.774 483.000 59.994 to 150.0 G 6.041 99.669 0.0 UG1 22.18 0.0 T 52.855 582.669 0 004 iel = 0.14 0.0 2218 59.998 Factor= 2.86 UG1 5.98 7.98 0.0 254.000 59.998 , to 150.0 0.0 0.0 0.0 C203 5.98 0.0 0.0 254 000 0.0 el = 0.04 C203 0.0 7.98 0.0 24.000 59.998 to 150.0 0.0 0.0 0.0 C202 5.98 0.0 0.0 24.000 0.0 el = 0 04 C202 0.0 7.98 G 6.041 205.000 59.998 to 150.0 T 52 855 58.895 0.0 UG2 5.98 0.0 0.0 263.895 0.0 Vel = 0.04 00 5.98 59 998 K Factor = 0.77 UG1 16.20 7.98 0.0 252.000 59.998 to 150.0 0.0 0.0 0.0 C190 16.2 0.0 0.0 252.000 0.0 Vel = 0 10 C190 0.0 7.98 G 6.041 202.000 59.998 to 150.0 0.0 6.040 0.0 C132 16.2 0.0 0.0 208.040 0.001 Vel = 0.10 C132 0.0 7.98 3F 40 774 502.000 59.999 to 150.0 00 40.774 0.0 C125 162 0.0 1 0.0 542.774 0.001 Vel = 0.10 C125 0.0 7.98 3F 40.774 430.000 60.000 to 150.0 0.0 40.774 0.0 C64 162 0.0 0.0 470.774 0.002 Vel = 0 10 C64 0.0 7.98 G 6.041 171.000 60.002 to 150.0 T 52 855 58.895 0.0 ST1 16.2 0.0 00 229.895 0.001 Vel = 0.10 Computer, Programs by Hydratec Inc Route 111 Windham N H USA 030 7 Final Calculations - Hazen -Williams Wayne Automatic Page 7 Thornebrook Redwood Unit R-1 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *****"" Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Computer Programs by Hydratec Inc Route 111 Windham N.H USA 03087 00 16.20 60.003 K Factor = 2.09 ST1 47.09 7.98 G 6.041 128.000 60.003 to 150.0 T 52.855 58.895 0.0 ST2 47.09 0.0 0.0 186.895 0 004 Vel = 0.30 ST2 0.0 9.79 G 6.747 360.000 60.007 to 150.0 T 67.474 74.221 0.0 TEE 47.09 0.0 0.0 434.221 0 003 Vel = 0.20 TEE 0.0 6.34 G 4.952 15.000 60.010 to 140.0 L 14.855 19.807 2.166 HYD 47.09 0.0001 0.0 34.807 0.003 Vel = 0.48 00 47.09 57.847 K Factor = 6.19 Computer Programs by Hydratec Inc Route 111 Windham N.H USA 03087 a U 0 n Automatic Fire Sprinklers, Inc. Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE, FL 34761 PFk (407) 877-5578 FAX: (407) 6668026 Certifioata of Authorization Nimber 28038' Robert 4 Dewar. P.E. FL License No, 70837 Ed S. Snider, P.E. FL License No. 71374 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 4 Job Name Thornebrook Willow Unit W-1 Sheet Number FPW.1 Location White Cedar Road Design Area W-1 Contract 858"" Data File Thornebrook W-1 WXF Computer Programs by Hydratec Inc Route 111 Windham N H USA 030 7 Wayne Automatic Thornebrook Willow Unit W-1 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Willow Unit Location: White Cedar Road Drawing no: FPW 1 Date: 10/11/17 Design Remote area number. W-1 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 2 sprks - SgFt Coverage per sprinkler. 256/324 - SgFt Type of sprinklers calculated: Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated: 2 In -rack demand. N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 31.7 -GPM @ 43.3 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 10/11/17 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Page 1 Date 10/11/17 Name of contractor. Wayne Automatic Fire Sprinklers, Inc Address: 222 Capitol Court, Ocoee, FL 34761 Phone number, 407-877-5578 Name of designer. MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. TYPICAL CALCULATION DONE FROM MOST REMOTE/DEMANDING BUILDING ON PROPERTY. Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 City Water Supply C1 -Static Pressure , 65 C2 - Residual Pressure, 55 C2 - Residual Flow 1000 Demand D1 - E D2 - D2 - Hose D3 - E Safet levation ystem Flow ystem Pressure Demand) ystem Demand Margin 7 652 31 672 43 276 31. 72 21.707 150 140 130 p 120 R 110 E 100 S90 SBO U 70 R 60 E 50 D21 1 40 30 20 10 D1 100 200 300 400 500 600 700 FLOWN^1.85) 800 900 Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 C2 Fittings Used Summary Wayne Automatic Page 3 Thornebrook Willow Unit W-1 Date 10/11/17 Fitting Legend Abbrev Name % % 1 1% 134 2 2% 3 34 4 5 6 8 10 12 14 16 18 20 24 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 S Generic Swing Check Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 U' CPVC 90' Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zik Wilkins 950XL Filling generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note, Fitting Legend provides equivalent pipe lengths for fittings types of various diameters Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with ' The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ' will be adjusted In the_calculatlon for CFactors of other than 120 and diameters other than Sched 40 per NFPA Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Thornebrook Willow Unit W-1 Page 4 Date 10/11/17 Node Elevation K -Fact I Pt Pn Flow Density Area Press No. 2202 Actual TW Actual Re 26.46 na BW 1.0 31.42 W1 19 667 49 7.83; na 13.71 0.05 256 7.0 W2 19 667 49 r 7.0 na 1296 0.05 256 7.0 2T 20 333 8.37 na 30 WA 20 333 9.25 na 4508 WB 20 333 10.73 na 200 20.333 13.05 na 100 10.333 2202 na ' TW 10 333 26.46 na BW 1.0 31.42 na UG5 30 34 1 na UG4 30 35.25 na UG3 30 3693 ria BF1 30 3737 na BF2 30 4508 na C218 30 4543 na 50 C248 3.0 4543 na UG2 30 45.43 na UG1 3.0 + 4543 na C203 3.0 4543 na C202 3.0 4543 na C190 3.0 4543 na C132 3.0 4543 na C125 3.0 4544 na C64 30 4544 na ST1 3.0 4544 na ST2 3.0 4544 na TEE 30 45.44 na HYD 20 4328 na I The maximum velocity is 14.26 and -it occurs in the pipe between nodes WA and WB Computer'Programs by Hydratec Inc Route 111 Windham N.H. USA 030 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Willow Unit W-1 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""*"""" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn W1 13.71 0.874 U 4.0 9.417 7.826 K Factor = 4.90 to 150.0 V 3.0 7 000 0288 WA 13.71 0.1042 0.0 16.417 1.710 Vel = 7 33 0.0 13.71 9.248 K Factor= 4.51 W2 12.96 0.874 U 4.0 7.667 7.000 K Factor = 4.90 to 150.0 2V 6.0 10.000 0.288 2T 12.96 0.0939 0.0 17.667 1.659 Vel = 6 93 0.0 12.96 8.371 K Factor = 4.48 2T 12.96 0.874 00 9.333 8.371 to 150.0 0.0 0.0 0.0 WA 12.96 0.0940 0.0 9.333 0.877 Vel = 6.93 WA 1371 0.874 0.0 4.167 9.248 to 150.0 0.0 0.0 0.0 WB 2667 0.3566 0.0 4.167 1.486 Vel = 14.26 WB 00 0.874 V 3.0 3.500 10.734 to 1500 0.0 3 000 00 200 2667 03569 0.0 6.500 2.320 Vel = 14.26 200 0.0 0.874 V 3.0 10.000 13.054 to 1500 0.0 3 000 4 331 100 26.67 0.3568 0.0 13.000 4.638 Vel = 14.26 100 0.0 1101 2U 10.0 28.250 22.023 to 150.0 0.0 10.000 0.0 TW 26.67 0.1159 0.0 38.250 4.433 Vel = 8 99 TW 0.0 1394 Z 4.762 9.333 26.456 to 150.0 S 11.11 15.871 4.042 BW 26.67 0.0367 0.0 25.204 0.926 Vel = 5.61 00 2667 31.424 K Factor = 4.76 BLDG UG BW 2667 1.598 21.1 14.0 36.000 31.424 to 150.0 0.0 14.000 1.732 UG5 26.67 0.0189 0.0 50.000 0.944 Vel = 4 27 UG5 0.0 1.598 0.0 61000 34100 to 1500 0.0 00 0.0 UG4 26.67 0.0189 0.0 61.000 1.153 Vel = 4 27 UG4 0.0 1.598 0.0 89.000 35.253 to 1500 0.0 00 0.0 UG3 26.67 0.0189 0.0 89 000 1.681 Vel = 4.27 UG3 0.0 1.598 V 8.0 15 000 36 934 to 150.0 0.0 8 000 0.0 BF1 26.67 0.0189 0.0 23.000 0 434 Vel = 4.27 BF1 00 2.067 T 100 20 000 37.368 to 120.0 L 3.0 13.000 7.439 Fixed Loss = 7.439 BF2 26.67 0.0082 Zik 0.0 33.000 0.269 Vel = 2.55 Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 6 Thornebrook Willow Unit W-1 Date 10/11/17 Hyd. Qa Dia Fitting Pipe Pt Pt Ref. C" I or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv Ln. , Total Pf Pn BF2 0.0 1.913 G 1.036 34.000 + 45.076 to 1500 T 10.364 11.4.00 0.0 C218 26.67 0.0079 1 0.0 45.400 0.357 el = 2 98 0.0 26.67 45.433 Factor = 3 96 SITE UG C218 16.75 7.98 G 6.041 423.000 45.433 Ga = 5 00 to 150.0 3F 40.774 46.814 00 C248 16.75 0.0 0.0 469.814 0.001 el = 0.11 C248 0.0 7.98 G 6.041 33 000 45.434 to 150.0 0.0 6.040 0.0 UG2 16.75 00 0.0 39.040 0.0 Vel= 0111 UG2 4.03 7.98 G 6.041 431.000 45.434 to 1500 T 52 855 58.895 0.0 ST1 20.78 0.0 0.0 489.895 0.003 Vel= 0.13 0.0 2078 45.437 Factor= 3.08 i C218 14.92 7.98 3F 40.774 483.000 45.433• to 150.0 G 6.041 99.669 0.0 UG1 14.92 0.0 T 52.855 582.669 0 001 lei= 0.10 0.0 14.92 45.434 Factor = 2.21 UG1 4.02 7.98 0.0 254.000 45.434 to 150.0 0.0 0.0 0.0 C203 402 0.0 0.0 254.000 0.0 Vel = 0.03 C203 0.0 7.98 0.0 24.000 45.434 to 150.0 0.0 0.0 0.0 C202 4.02 0.0 0.0 24.000 0.0 Vel = 0.03 C202 0.0 7.98 G 6.041 205 000 45.434 to 150.0 T 52.855 58.895 0.0 UG2 4.02 0.0 0.0 263.895 0.0 Vel = 0.03 0.0 4.02 45.434 K Factor = 0.60 UG1 10.89 7.98 00 252 000 45.434 to 1500 0.0 0.0 0.0 C190 1089 0.0 0.0 252.000 0 001 Vel = 0.07 C190 0.0 7.98 G 6.041 202.000 45 435 to 150.0 00 6.040 0.0 C132 10.89 0.0 0.0 208.040 0.0 Vel = 0.07 C132 0.0 7.98 3F 40.774 502.000 45 435 to 150.0 1 0.0 40.774 00 C125 10.89 0.0 0.0 542.774 0.001 Vel = 0.07 Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 030 7 Final Calculations - Hazen -Williams Wayne Automatic Page 7 Thornebrook Willow Unit W-1 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv `****** Notes Point Qt Pf/Ft Eqv Ln Total Pf Pn C125 0.0 798 3F 40.774 430 000 45 436 to 150.0 0.0 40.774 0.0 C64 10.89 0.0 0.0 470.774 0.0 Vel = 0.07 C64 0.0 7.98 G 6.041 171000 45.436 to 0.0 150.0 T 52 855 58.895 0.0 ST1 10.89 0.0 0.0 229.895 0 001 Vel = 0.07 67.474 0.0 0.0 TEE 31.67 0.0 10.89 0.0 434.221 0.001 45.437 K Factor = 1.62 ST1 31.67 798 G 6.041 128.000 45 437 to 150.0 T 52.855 58.895 0.0 ST2 3167 0.0 0.0 186.895 0.002 Vel = 0.20 ST2 0.0 9.79 G 6.747 360 000 45 439 to 150.0 T 67.474 74.221 0.0 TEE 31.67 0.0 0.0 434.221 0.001 Vel = 0.13 TEE 0.0 6.34 G 4.952 15.000 45.440 to 1400 L 14.855 19.807 2.166 HYD 31.67 00001 0.0 34.807 0.002 Vel = 0.32 0.0 31.67 43.276 K Factor = 4.81 I Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Automatic Fire Sprinklers, Inc. Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE, FL 34751 PR (407) 877-5578 FAX: (407) 856 -OMB Certificate of Authorization Number 29038 Robert 4 Dewar. P.E. FL License Na 70937 Ed S. Snider, P.E. FL License No. 71374 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Willow Unit W-2 Sheet Number FPW.1 Location White Cedar Road Design Area W-2 Contract 858"' Data File Thornebrook W-2.WXF Computer Programs by Hydratec Inc Route 111 Windham N H USA U Wayne Automatic Thornebrook Willow Unit W-2 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Willow Unit Location: White Cedar Road Drawing no: FPW.1 Date: 10/11/17 Design Remote area number. W-2 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 1 sprk - SgFt Coverage per sprinkler. 400 - SgFt Type of sprinklers calculated. Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated: 1 In -rack demand. N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 25.0 -GPM @ 50.6 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 10/11/17 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Page 1 Date 10/11/17 Name of contractor. Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number: 407-877-5578 Name of designer: MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. TYPICAL CALCULATION DONE FROM MOST REMOTE/DEMANDING BUILDING ON PROPERTY. Computer Programs by Hydratec Inc Route 111 Windham N.H USA 03087 City Water Supply. r C1 -Static Pressure - 65 C2 - Residual Pressure: 55 C2 - Residual Flow 1000 t Demand - D1 - E D2 - E D2 - c Hose D3 - cystem Safet levallon ystem Flow ystem Pressure Demand ) Demand Margin 7 623 25 024 50 615 25.024 14 374 150 140 130 P 120 R 110 r E 100 S 90 S 80 U 70 R 60 D2 E 50 40 30 20 10 D1 100 200 300 400 X500 600 700 FLOW( N^1.85) 1 800 900 Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 C2 Fittings Used Summary Wayne Automatic Page 3 Thornebrook Willow Unit W-2 Date 10/11/17 Fitting Legend Abbrev Name Y. 1 1% 1A 2 2A 3 31/s 4 5 6 8 10 12 14 16 18 20 24 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Genenc Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Tum Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 S Generic Swing Check Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow Thiu Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 so 60 71 81 91 101 121 u' CPVC 90' Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Z Genenc Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zik Wilkins 950XL Filling generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note' Fitting Legend provides equivalent pipe lengths for fittings types of various diameters Equivalent lengths shown are standard for actual diameters of Schad 40 pipe and CFactors of 120 except as noted with ' The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment All values for fittings not marked with a ' will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Thornebrook Willow Unit W-2 Page 4 Date 10/11/17 Node Elevation K -Fact Pt Pn Flow Density Area Press No Actual Actual I Req W3 196 4.9 16.7 na 2002 0.05 WA 20 333 24.22 na WB 20.333 2509 na 200 20 333 * 2646 na 100 10 333 33.52 na TW 10 333 36.13 na BW 10 40.71 na UG5 30 430 na UG4 3.0 43.68 na UG3 30 4467 na BF1 30 4493 na BF2 30 52.57 na C218 30 5278 na 50 C248 30 5278 na UG2 30 52.78 na UG1 3.0 52.78 na C203 3.0 5278 na C202 3.0 5278 na C190 30 5278 na C132 3.0 52.78 na C125 3.0 5278 na C64 30 52.78 na ST1 3.0 52.78 na ST2 3.0 5278 na TEE 3.0 52.78 na HYD 2.0 50.62 na The maximum velocity is 10.71 and it occurs in the pipe between nodes W3 and WA I Computer Programs by Hydratec Inc Route 111 Windham N H. USA 030 400 16.7 Final Calculations - Hazen -Williams Wayne Automatic • Page 5 Thornebrook Willow Unit W-2 Date 10/11/17 Hyd. Qa Dia Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn W3 20.02 0.874 3U 12 0 22.333 16.700 K Factor = 4 90 to 1500 V 3.0 15.000 0.317 WA 2002 0.2099 0.0 37.333 7 837 Vel = 10 71 0.0 20.02 24.220 K Factor= 4.07 WA 20.02 0.874 0.0 4.167 24 220 to 150.0 0.0 0.0 00 WB 20.02 0.2100 0.0 4 167 0 875 Vel = 10 71 WB 0.0 0.874 V 3.0 3.500 25.095 to 150.0 0.0 3.000 00 200 20.02 0.2098 0.0 6 500 1.364 Vel = 10 71 200 0.0 0.874 V 3.0 10.000 26.459 to 150.0 00 3.000 4.331 100 20.02 0.2100 0.0 13.000 2 730 Vel = 10.71 100 0.0 1.101 2U 10.0 28.250 33 520 to 150.0 00 10.000 0.0 TW 20.02 0.0682 0.0 38.250 2.608 Vel = 6.75 TW 0.0 1.394 Z 4.762 9 333 36.128 to 150.0 S 11.11 15.871 4.042 BW 20.02 00216 00 25.204 0.545 Vel = 4.21 00 20.02 40.715 K Factor = 3.14 BLDG UG BW 20.02 1.598 2U 14.0 36.000 40.715 to 150.0 0.0 14 000 1.732 UG5 20.02 0.0111 0.0 50.000 0 556 Vel = 3.20 UG5 0.0 1598 0.0 61.000 43.003 to 150.0 0.0 00 0.0 UG4 20.02 0.0111 0.0 61.000 0.678 Vel = 3.20 UG4 0.0 1.598 0.0. 89.000 43.681 to 150.0 0.0 0.0 0.0 UG3 20.02 0.0111 0.0 89.000 0 989 Vel = 3.20 UG3 0.0 1.598 V 8.0 15.000 44 670 to 150.0 0.0 8.000 00 BF1 20.02 0.0111 0.0 23.000 0.255 Vel = 3 20 BF1 0.0 2.067 T 10.0 20.000 44.925 to 120.0 L 3.0 13 000 7 482 Fixed Loss = 7 482 BF2 20.02 00048 Zik 0.0 33.000 0 158 Vel = 1.91 BF2 0.0 1.913 G 1 036 34.000 52 565 to 150.0 T 10.364 11400 0.0 C218 20.02 0.0046 0.0 45.400 0.210 Vel = 2.23 0.0 20.02 52.775 K Factor= 2.76 SITE UG Computer Programs by Hydratec Inc. Route 111 Windham N.H USA 03087 Final Calculations - Hazen -Williams 00 7.98 3F 40.774 502.000 52.777 to Wayne Automatic 150.0 0.0 40.774 0.0 C125 861 Page 6 Thornebrook Willow Unit W-2 0.0 Vel = 0.06 C125 0.0 7.98 3F 40.774 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt C64 8.61 0.0 ' Ref. 470.774 C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn C218 13.24 7.98 G 6.041 423.000 52.775 Qa = 5.00 to 1500 3F 40 774 46.814 0.0 C248 13.24 0.0 0.0 469.814 0.001 el = 0.08 C248 0.0 7.98 G 6.041 33.000 52.776 to 150.0 0.0 6.040 00 UG2 13.24 0.0 0.0 39.040 0.0 el = 0.08 UG2 3.18 7.98 G 6.041 431.000 52 776 to 150.0 T 52.855 58.895 0.0 ST1 16.42 0.0 0.0 . 489.895 0.002 Vei= 0.11 0.0 16.42 52 778 Factor= 2.26 r C218 11.79 7.98 3F 40.774 483.000 52.775 to 150.0 G 6.041 99.669 0.0 UG1 11.79 0.0 T 52.855 582.669 0.001 el = 0.08 0.0 11.79 52.776 Factor = 1.62 UG1 3.18 7.98 0.0 254.000 52.776 to 150.0 0.0 0.0 0.0 C203 3.18 0.0 0.0 254.000 00 Vel = 0 02 C203 0.0 7.98 00 24.000 52.776 to 150.0 0.0 0.0 00 C202 3.18 0.0 0.0 24.000 0.0 el = 0 02 C202 0.0 7.98 G 6.041 205.000 52776 to 150.0 T 52.855 58.895 0.0 UG2 318 0.0 0.0 263.895 00 el = 0 02 0.0 3.18 52.776 Factor = 0 44 UG1 861 7.98 0.0 252.000 52 776 to 150.0 0.0 0.0 0.0 C190 861 0.0 0.0 252.000 0.0 Vel = 0.06 C190 00 798 G 6 041 202.000 52.776 to 150.0 0.0 6.040 0.0 C132 861 0.0 0.0 208.040 0.001 el = 0.06 C132 00 7.98 3F 40.774 502.000 52.777 to 150.0 0.0 40.774 0.0 C125 861 0.0 0.0 542.774 0.0 Vel = 0.06 C125 0.0 7.98 3F 40.774 430.000 52.777 to 150.0 0.0 40.774 0.0 C64 8.61 0.0 ' 0.0 470.774 0.001 Vel = 0.06 C64 00 798 G 6.041 171.000 52.778 to 150.0 T 52.855 58.895 0.0 ST1 861 0.0 0.0 229.895 0.0 Vel = 0 06 Computer Programs by Hydratec Inc Route 111 Windham N H USA Final Calculations - Hazen -Williams Wayne Automatic Page 7 Thornebrook Willow Unit W-2 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 8.61 52 778 K Factor= 1.19 ST1 25.02 7.98 G 6.041 128.000 52.778 to 150.0 T 52.855 58.895 0.0 ST2 2502 0.0 0.0 186 895 0.001 Vel = 0.16 ST2 0.0 9.79 G 6.747 360.000 52.779 to 150.0 T 67 474 74 221 00 TEE 2502 00 0.0 434 221 0.001 Vel = 011 TEE 0.0 6.34 G 4.952 15.000 52.780 to 140.0 L 14.855 19.807 2.166 HYD 25.02 0.0 0.0 34.807 0.001 Vel = 0.25 00 25.02 50.615 K Factor = 3.52 Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 R) Model F1 ResidentialRe'l1 b1e Design Der Model F1 Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpnvW Types: 1. F1 Res 30 Pendent 2. F1 Res 30 Recessed PendeWF2 3. F1 Res 30 Recessed PendenVFP 4. F1 Res 49 Pendent 5. F1 Res 49 Recessed Pendent/F1 6. F1 Res 49 Recessed Pendent/FP 7. F1 Res.58 Pendent 8. F1 Res 58 Recessed Pendent/F1 9. F1 Res 58 Recessed Pendent/FP 10. F1 Res 76 Pendent 11. F1 Res 76 Recessed Pendent/F1 12. F1 Res 76 Recessed PendenVFP 13. F1 Res 30 CCP Pendent 14. F1 Res 49 CCP Pendent 15. F1 Res 58 CCP Pendent 16. F1 Res 76 CCP Pendent 17. F1 Res 44 HSW 18. F1 Res 44 Recessed HSW/F2 19. F1 Res 58 HSW 20. F1 Res 58 HSWX 21. KRes58 HSWX 22. F1 Res 58 HSW Recessed HSW/F2 23. F1 Res 44 SWC Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) I, 1 r F1 Res 30, 49, 58 & 76 Recessed Pendent / F1 Bulletin 135 Rev. M nklers for of .05 gpmfft2 F1 Res 30, 49, 58 & Recessed Pendent/ 1077 F1 Res 30, 49, 58 & 7.6 CCP Pendent Sprinklers for .10 Density: Referto Bulletin 176 UL Listing Category Residential Automatic Sprinkler UL Guide Number j VKKW Patents ' US Patent No. 6,516,893 applies to the Model F1 Res 49 58 Pendent Sprinklers US Patent No. 7,353,882 applies to Model F1 Res 44 & 58 HSW Sprinklers US Patent No. 7,784,555 applies to Model F1 Res 44 SWC Sprinklers Product Description Model F1 Res Pendent sprinklers (Figs. 1, 2, 3, & 4) are fast response sprinklers combining excellent durability, high sensitiv- ity glass -bulb and low profile decorative design. The F1 Res F1 Res 44 & 58 Recessed HSW/F Horizontal Sidewall sprinklers (Fig tive when above ceiling piping ca The 3mm glass -bulb pendent sF of residential water supplies for s1 fire protection design. The low flow F1 Res sprinklers ai thermal response to meet the se tion needs of the latest residentiz Standard). Upon fire conditions, r heat -sensitive element, glass bulb waterway for water flow onto the d discharged water to control a fire. Technical Data: Thermal Sensor: Soldered 3mm glass -bulb Sprinkler Frame : Brass Cz Sprinklers' Pressure Rating Factory Hydrostatically Tes Thread Size: %2" NPT (RI/2) K -Factor: 3.0 (43.2) (Actual) - F' 4.9 (70.6) (Actual) - F 5.8 (83.5) (Actual) - F 7.6 (109)(Actual) - F1 4.4 (63) (Actual) - F1 I Density_ Minimum 0.05 gp F1 Res 44 SWC 5, 6 & 7) are equally attrac- ot be used. iklers permit the efficient use Wer coverage in residential specially engineered for fast sitive fire protection applica- market standards (UL 1626 ing heat causes a sprinkler's r link to actuate, releasing the lector, evenly distributing the Element (Link) or Nominal 175 psi I to 500 psi Res 30 Pendent Sprinkler Res 49 Pendent Sprinkler Res 58 Pendent & HSW Sprinkler les 76 Pendent Sprinkler es 44 HSW Sprinkler Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 W c W CCD K Application Model F1 Res Sprinklers are used for Residential Fire Pro- tection according to UL 1626 Standard'. For ceiling types: Smooth Flat Horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R, or 13 2013 editions. Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of The Na- tional Fire Protection Association or the approving authority having jurisdiction. Installation Models F1 Res sprinklers are to be installed as shown. Model F1, F2 and FP Escutcheons, illustrated herewith, are Escutcheon", F1 or F2, Data: the only recessed escutcheons to be used with Model F1 Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model F1 Res Pen- dent sprinklers use only the Model D sprinkler Wrench; for installing Models F1 Res Recessed Pendent, CCP & SWC sprinklers use only the Model GFR2 sprinkler wrench; for in- stalling Model F1 Res Recessed HSW sprinklers use only the Model GFR2 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install F1 Res 44 with a ceiling to deflector distance of 4" - 12". Flow arrow on deflector must point away from near wall and "Top" mark- ing must face ceiling. Type Adjustment A" Face of fitting to ceiling 8.. Deflector Distance below bottom of beam Sprinkler Length Inch mm Inch (mm) Inch (mm) Inch (mm) Inch mm F1 3/4(19.0) Min. Recessed = 15/a (41.3) 3/9(95) 13/4 (44.4) Max. Recessed = T/e 22.2 11/e(28.6) 1(25.4) F2 1/2(12.7) Min Recessed = 15/e (41.3) 3/a(9.5) 13/4(44.4) Intermediate Temp. Rating 1750F179°C Top of Deflector to Ceiling Inch (mm) Max. Recessed =11/@ (28.6) e (22.2) 11/4(31.7) Note: Escutcheons F1 or F2 may be used with Model F1 Res 49, 58 & 76 Recessed Pendent Sprinkler Model F1 Res 30, 49, 58 & 76 Pende IJ,VCOJ Model F1 Res 30 Recessed Pendent / F2 nt • Modl I ri rtes qw, *a * iu Kecesseo rens F1 escutcheon, 3/4„ (19mm) adjustment lent / F1 Z 1/4' HOLE DK 57Zmm) 15 DU 49.Zmmf T _ I' X I/Z' REDUCER TURN COLLAR UNTIL TIGHT AGA/NSr SPRINKLER FACE OF FITTING TO WRENCH BOSS r 1 1 CEILING DIMENSION. J/B'-/ 1/8' (FI ESCUTCHEON) 3I8'-7/8' (FZ ESCUTCHEON) ADJUSTMENT J.Zmmf Z Z7/JZ Dy 7Z Zmmf Fig. 1 Fig. 2 Technical Data: F1 Res 30 Pendent and Recessed Pendent (SIN R3511) Thread Size Nominal Orifice Inch mm Max. Pressure i bar S rinkier Temp. Ratina Max. Ambient Temp. Actual K Factor Sprinkler Length Inch mmOFI °C T °C z'RNPT 64„ (8.2) 175 (12) 175 7g1558 100 38 3.0 (43.2) 2.25 (57) Max. Coverage area Ft x Ft (m x m Max. Spacing Ft (m) Ordinary Temp. Rating 1550 89C) Intermediate Temp. Rating 1750F179°C Top of Deflector to Ceiling Inch (mm) Minimum Spacing Ft (m) Flow Pressure GPM (Umin) PSI bar Flow GPM L/min Pressure PSI bar 12 x 12 (3,6 x 3,6) 12(3.6) 8(30,3) 7.0 (0,48) 8(30.3) 70(0,48) Smooth Ceilings 11/4 to 4 (31 7 to 102) using F2 escutcheon. Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 1'/4 to 13/4 31.7 to 44 4 using F2 escutcheon 8 (2,4) 14 x 14 (4,3 x 4,3) 14(4,3) 10 (37,8) 11 (0,76) 10(37,B) 11 (0,76) 16 x 16 (4,9 x 4,9) 1 16(4,9) 13 (49) 1 18.8 (1,3) 13 (49) 18.8 0,3) For Ceding types refer to NFPA 13, 13R or 13D 2. Technical Data: F1 Res 49 Pendent and Recessed Pendent (SIN R3516) ' For Ceiling types refer to NFPA 13, 13R or 13D Max. Sprinkler Max. LActual Top f Deflector Sprinkler Thread Nominal Orifice Pressure Tem . Ratin Ambient Temp. K Length Size Inch (mm) • I i bar Factor Inch mmF °C °F °C F NPT 11) 175 (12) 155 68 '100 38 4.9 (70.6) 2.25 (57) R1/2 PSI bar Inch(mm) 175 79 .150 66 12 x 12 (3,6 x 3,6) 12(3,6) For Ceiling types refer to NFPA 13, 13R or 13D Ordinary Temp. Rating Inttennediate Temp. Rating Top f Deflector Minimum Max. Coverage area Max. Spacing 155°F/68°C 175°F/7 C to Ceiling SpacingFlowPressureFlowPressureFtxFt (m x m) Ft (m) Ir ch (mm) Ft (m) z" NPT R'/z 1/2"(13) GPM Uh1In) PSI bar GPM L/min PSI bar Inch(mm) Ft (m) 12 x 12 (3,6 x 3,6) 12(3,6) 13 (49) 7.0 (0,48) 13 (49) 7.0 (0,48) Smooth Ced ngs 1'/4 to 4 (31.7 to 102) using 2 escutcheon. 14 x 14 (4,3 x 4,3) 14(4,3) 13 (49) 70(0,48) 13 (49) 7.0 (0,48) 1 to 4 (25.4 102) using F1 escutcheon 16 x 16 (4,9 x 4,9) 16(4,9) 13 (49) 7.0 (0,48) 13 (49) 70(0.48) Beamed Ce lings per NFPA 13D, 13R or 13 installed in 8(2,4) 18 x 18 (5,5 x 5,5) 18(5,5) 17 (64,3) 12 (0,83) 17 (64,3) 12 (0,83) beams 1'/41 13/4 (31.7 to 44.4) using 2 escutcheon, 1 20(6,1) 20 x 20 (6,1 x 6, 1) 20(6,1) 20(75,7) 16.7(1,14) 20(75,7) 16,7(1,14) to 13/4 (25.4 o 44.4) using F 1 escutcheon For Ceiling types refer to NFPA 13, 13R or 13D Technical IData: F1 Res 58 Pendent and Recessed Pendent (SIN R3513) Ordinary Temp. Rating Intermediate Temp. Rating Top Df Deflector Minimum Max. Coverage area Max. Spacing 155°F/68°C 175.521-C to Ceiling SpacingFlowPressureFlowPressureFtxFt (m x m) Ft (m) C OF OC z" NPT R'/z 1/2"(13) GPM Ulmin PSI bar GPM L/min PSI bar Inch(mm) Ft (m) 12 x 12 (3,6 x 3,6) 12(3,6) 15 (57) 9.4 (0,65) 15 (57) 9.4 (0,65) Smooth Ceil ngs 4 to 8 (100 to 203) using F 2 escutcheon 14 x 14 (4,3 x 4,3) 14(4,3) 16 (60,5) 10.6 (0,73) 16 (60,5) 10.6 (0,73) 4 to 8 (1001 > 203) using F1 escutcheon 16 x 16 (4,9 x 4,9) 16(4,9) 17 (64,3) 12.0 (0,83) 17 (64,3) 120(0.83) Beamed Ce Ings per NFPA 13D, 13R or 13 i talled in beams 8(2.4) 18 x 18 (5,5 x 5,5) 18(5,5) 19 (72) 15.0 (1,0) 19 (72) 15.0 0,0) 41/4 to 8 (11N to 203) using F2 escutcheon 4 to 8 (100 to 203) 20 x 20 (6,1 x 6,1) 20(6,1) 22 (83,2) 20.2 (1,4) 22 (83,2) 20.2(l.4) using F1 es utcheon Technical IData: F1 Res 58 Pendent and Recessed Pendent (SIN R3513) For Ceding types refer to NFPA 13, 13R or 13D 3. Max. Sprinkler Max. Tol of Deflector Sprinkler Thread Nominal Orifice Pressure Tem . Ratin Ambient Temp. Actual Length Size Inch (mm) i(bar)—OF K Fact r Inch mm Ft (m) C OF OC z" NPT R'/z 1/2"(13) 175 (12) 155 175 68 100 79 150 38 66 5 8 (83.) 2.25 (57) For Ceding types refer to NFPA 13, 13R or 13D 3. Ordinary Temp. Rating Intermediate Temp. Rating Tol of Deflector Minimum Max. Coverage area Max. Spacing 155°F/68°C 1750FrffC o Ceiling SpacingFlowPressureFlowPressureFtxFt (m x m) Ft (m) ch (mm) Ft (m) GPM L/min PSI bar GPM L/min PSI(bar) I 12 x 12 (3,6 x 3,6) 12(3,6) + 16 (61) 7.6 (0,53) 16 (61) 7.6 (0,53) Smooth Ce ings 1'/4 to 4 (31.7 to 102) using 2 escutcheon. 14 x 14 (4,3 x 4,3) 14(4,3) 16 (61) 7.6 (0,53) 16 (61) 7.6 (0,53) 1 to 4 (25.4 to 102) using F1 escutcheo . 16 x 16 (4:9 x 4,9) 16(4,9) 16 (61) 7.6 (0,53) 16 (61) 7.6 (0,53) Beamed C dings per NFPA 13D, 13R or 13 11 stalled in beams 8(2,4) 18 x 18 (5,5 x 5,5) 18(5,5) 19 (72) 10.8 (0,75) 19 (72) 10.8 (0,5) 1'/4 to 13A (0.7 to 44.4) using F2 escutch n, 1 to 13/4 (25.4 to 20 x 20 (6,1 x 6,1) 20(6,1) 22 (83,3) 14.4(l.0) 22 (83,3) 14.4(l , 0) 44.4) using F1 escutcheon For Ceding types refer to NFPA 13, 13R or 13D 3. Technical Data: F1 Res 76 Pendent and Recessed Pendent (SIN R7618) Thread Nominal Orifice Max. Sprinkler Max. K Sprinkler Inch (mm) Size Inch (mm) Pressure Temp. Ratin Ambient Tem Factor Length 3/.(19) F C OF •C Max. Recessed 7/16 (11) i bar Inch mm Min Recessed 11h6 24 3/4" NPT n/,z" (13.5) 175 (12) 155 68 100 38 7 6 (109) 2.25 (57) RI/4)175 79 150 66 Ordinary Temp. Rating Intermediate Temp. Rating Minimum Max. Coverage area Max. Spacing 1550 OC) 175•F/790C Top of Deflector to Ceiling SpacingFlowPressureFlowGPMPressureRxR (m x m) R (m) Inch (mm) GPM Ldnin PSI bar L/min PSI bar 12 x 12 (3,6 x 3,6) 12(3,6) 21 (79,5) 7.6 (0,53) 21 (79,5) 7.6 (0,53) Smooth Ceilings 4'/4 to 8 (108 to 203) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14(4.3) 21 (79,5) 7.6 (0,53) 21 (79,5) 76(0,53) 4 to 8 (100 to 203) using F1 escutcheon. 16 x 16 (4,9 x 4,9) 16(4,9) 21 (79,5) 7.6 (0,53) 21 (79,5) 7.6 (0,53) Beamed Ceilings per NFPA 13D, 13R or 13 installed in 8(2,4) 18 x 18 (5,5 x 5,5) 18(5,5) 21 (79,5) 7.6 (0,53) 21 (79,5) 7.6 (0,53) beams 4'/, to 8 (108 to 203) us- ing F2 escutcheon, 4 to 8 (100 20 x 20 (6,1 x 6,1) 20(6,1) 23 (87,1) 9.2 (0,63) 23 (87,1) 9.2 (0,63) to 203) using F1 escutcheon For Ceding types refer to NFPA 13, 13R or 13D Mi ots aL ns t;cr ren Not listed for corrosion resistance. dent' Model F1 Res 30, 49, 58 & 76 2 5/8' [66.7mml ON 2 5/16' ON HOLE IN CEILING 58.7mm] CUP lil/2' REDUCERi i CUP CEILING - 1 1/4' [Ji.5mm] A MAX. FACE OF FITTING TO FACE OF CEILING I DIMENSION 1 A' COVER ADJUSTMENT 8 HE/CHT r ' J 5/16" DIA. 1J5FG04E (84 immj —' F1 RES 30, 49, 58 & 76 CCP PEND. Fig. 3 Note. The F1 Res 76 will use a 1 " x 3/. " reducer. i t Huai r -vi 1111 n cau-vn co%'U 'i icvi 2 5/8" DIA. [66.7mml HOLE IN CEILING 2 5116- DIA. 58.7mm] CUP _ r 1lt 1 1/2' [13mm] MAX FP ADJUSTMENT V 1' X 1/2" REDUCER 1 112"'[38. 1 mm] MAX FACE OF FITTING TO FACE OF CEILING 77TH DIMENSION A" e" I F1 RES 49 PENDENT/FP CCP Cover Plate Data: FP Escutcheon Data: A.. 811 C„ Deflector Distance below bottom Cover Adjustment CCP Height of beam Inch (mm) Inch (mm) Inch mm z 12 7 5/ie (24) z (13) - 1 (25 4) 5/+e 7.9 3/.(19) z 13 - 1 25.4 Fig. 4 Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. n B„ A" Deflector Distance below bottom FP Position Inch (mm) of beam Inch mm Max. Recessed 7/16 (11) z (12.7) Min Recessed 11h6 24 1(25.4) Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. n Technical Data: F1 Res 30 CCP'Pendent and Recessed Pendent/FP (SIN R3511) Thread Nominal Max. CCP Assembly Max. K Sprink ar Thread Size Orifice Pressure Temp. at no Ambient Temp. Factor Lengt li Inch OF °C OF C Length Inch mm i bar mm) Inch RatingInch z" NPT R''/z IrA" (8.2) 175 (12) 135 57 100 38 3.0 (43.2) 2.25 (5 ) z" NPT R 1/2) 16" (11) 175 (12) 135 57 100 38 4.9 ( 70.6) 2 25 (57) Ordinary Temp. Rating Minimum Minimum Max. Coverage area Max. Spacing 155°F/88°C)Top of Deflector to Cel Ing SpacingFlowPressureFtxFt (m x m) Ft (m) Inch (mm) Max. Spacing 155- 80C) Top of Deflector to Ceiling GPM Umin PSI bar Ft x Ft (m x m) area Ft (m) Inch (mm) Ft (m) g 16 (61) 7.6 (0,53) GPM Umin Smooth Ceilings Yz to 1 (13 to 25.4) usir g CCP. 14 x 14 (4,3 x 4,3) 12 x 12 (3,6 x 3,6) 12(3,6) 8(30.3) 7.0 (0,48) z to 1 (13 to 25.4) using FP escutcheo 16 x 16 (4,9 x 4,9) 16(4,9) 14 x 14 (4,3 x 4,3) Beamed Ceilings per NFPA 13D, 13R o •13 installed in 8(2,4) 7.0 (0,48) CCP. z to 1 (13 to 25.4) using FP escutcheon. r 14 x 14 (4,3 x 4,3) 14(4.3) 11 (37,8) 13.4 (0,92) beams 112 to 1 (13 to 25 4) using CCP 8.2 (0,56) Beamed Ceilings per NFPA 13D, 13R or 13 8(2,4) installed in beams 112 to 1 (13 to 25.4) usingl 20(6,1) 22 (83,3) z to 1 (13 to 25 4) using FP escutcheo . 18 x 18 (5,5 x 5,5) For Ceiling types refer to NFPA 13, 13R or 13D Technical Data: F1 Res 49 CCP Pendent and Recessed Pendent/FP•(SIN 3516) For Ceding types refer to NFPA 13, 13R or 13D Technical Data: F1 Res 58 CCP Pendent and Recessed Pendent/FP (SIN 83513) Thread Nominal Max. CCP Max Max. K prinkler Thread Orifice Max.. sembly ' Ambient K Sprinkler Factor Size Inch Pressure Temp. Temp. Factor Length Inch mm I bar mm) psi (bar) RatingInch z" NPT R 1/2) mm) 175 (12) OF C OF C 5.8 (83.5) 2.25 (57) z" NPT R 1/2) 16" (11) 175 (12) 135 57 100 38 4.9 ( 70.6) 2 25 (57) Minimum Max. Spacing 155- 89C) Top of Deflector to Ceil ngarea Ft x Ft (m x m) Max. Coverage Inch (mm) Ordinary Temp. Rating Minimum Max. Spacing 155- 80C) Top of Deflector to Ceiling Flow Pressure Ft x Ft (m x m) area Ft (m) Inch (mm) Ft (m) g 16 (61) 7.6 (0,53) GPM Umin PSI bar 14 x 14 (4,3 x 4,3) 12 x 12 (3,6 x 3,6) 12(3,6) 13 (49) 7.0 (0,48) Smooth Ceilings 1/2 to 1 (13 to 25.4) using 16 x 16 (4,9 x 4,9) 16(4,9) 14 x 14 (4,3 x 4,3) 14(4,3) 13 (49) 7.0 (0,48) CCP. z to 1 (13 to 25.4) using FP escutcheon. r 18 x 18 (5,5 x 5,5) 16 x 16 (4,9 x 4,9) 16(4,9) 14 (53) 8.2 (0,56) Beamed Ceilings per NFPA 13D, 13R or 13 8(2,4) installed in beams 112 to 1 (13 to 25.4) usingl 20(6,1) 22 (83,3) 1 14.4 (1,0) 18 x 18 (5,5 x 5,5) 18(5,5) 18 (68,1) 13.5 (0,93) CCP. z to 1 (13 to 25.4) using FP escutcheon. 20 x 20 (6,1 x 6, 1) 20(6,1) 20(75,7) 16.7(1,14) For Ceding types refer to NFPA 13, 13R or 13D Technical Data: F1 Res 58 CCP Pendent and Recessed Pendent/FP (SIN 83513) Thread Nominal Max. CCP Assembly Max. K prinkler Size Orifice Pressure Temp. Ratin Ambient Tem Factor Length OF C OF OCInchmmIbar loch mm z" NPT R 1/2) z" (13) 175 (12) 135 57 100 38 5.8 (83.5) 2.25 (57) Max. Cove Ordinary Temp. Rating Minimum Max. Spacing 155- 89C) Top of Deflector to Ceil ngarea Ft x Ft (m x m) Ft (m) Inch (mm) Ft acingFlowPressure GPM (Um n) PSI bar 12 x 12 (3,6 x 3,6) 12(3,6) 16 (61) 7.6 (0,53) Smooth Ceilings 112 to 1 (13 to 25.4) using CC . z to 1 (13 to 25.4) using FP escutcheon. 14 x 14 (4,3 x 4,3) 14(4,3) 16 (61) 7.6 (0,53) r 16 x 16 (4,9 x 4,9) 16(4,9) 16 (61) 76(0,53) Beamed Ceilings per NFPA 13D, 13R or 13 m talled in beams 112 to 1 (13 to 25.4) using CCP. 8(2,4) r 18 x 18 (5,5 x 5,5) 18(5,5) 19 (72) 10.8 (0,75) z to 1 (13 to 25.4) using FP escutcheon 20 x 20 (6,1 x 6,1) 20(6,1) 22 (83,3) 1 14.4 (1,0) For Ceiling types refer to NFPA 13, 13R or 13D 5. Technical Data: F1 Res 76 CCP Pendent and Recessed Pendent/FP (SIN R7618) Max. Coverage Nominal Max. CCP Assembly Max. K Sprinkler Thread Orifice Pressure Temp. Ratin Ambient Tem x Ft ( a x m) Length Size Inch mm i bar Factor Inch mmOFCOFC 3/." NPT R3/.) 7/32" (13.5) 175 (12) 135 57 100 150 38 66 7.6(109) 2.25 (57) Max. Coverage Nominal Ordinary Temp. Rating Sprinkler Minimum ar Ft Max. Spacing 1559 89C) Top of Deflector to Ceiling SpacingFlowPressure x Ft ( a x m) Ft (m) Inch (mm) Inch (mm) psi (bar) GPM Umin PSI bar C Fem 12 x 12 (3,6 x 3,6) 12(3,6) 21 (79,5) 7.6 (0,53) Smooth Ceilings 1/2 to 1 (13 to 25.4) using CCP. z to 1 (13 to 25.4) using FP escutcheon. 68 14 x 14 (4,3 x 4,3) 14(4.3) 21 (79,5) 7.6 (0,53) R''/z 175 16 x 16 (4,9 x 4,9) 16(4,9) 21 (79,5) 76(0,53) Beamed Ceilings per NFPA 13D, 13R or 13 Installed In beams 1/2 to 1 (13 to 25 4) using CCP 8(2.4) 18 x 18 (5,5 x 5,5) 18(5,5) 22 (83,3) 8.4 (0,58) z to 1 (13 to 25.4) using FP escutcheon 20 x 20 (6;1 x 6, 1) 20(6,1) 25(94,6) 108(0,74) For Ceiling types refer to NFPA 13, 13R or 13D FACE OF FITTING TO WALL DIMENSION 1 1/4" MIN 2 1/4" HOLE OLA ( 31.8mm) A 57.1mm] CEILING TO J 2mm1 DEFLECTOR I" X 1/2' REDUCER DIMENSION n1 r 1 15116" DIA 1 I 492mm) "-- --- 2 27/J2- DIA 72 2mm] TURN COLLAR UNTIL TIGHT AG4INST SPRINKLER \\`! WRENCH BOSS r,]i: 1 Jmmj 135FGO6-0 — IADJADJUSTMENT ADJUSTMENT F1 RES 58 & 44 HSW/F2 Fig. 5 Technical Data: F1 Res 44 HSW & HSW/F2 (SIN R3531) M Model F1 Res 44 & 58 HSW Model F1 Res 44 & 58 Recessed HSW/F2 Thread Nominal Max. Sprinkler Max' Ambient K Sprinkler Size Orifice Pressure Temp. Rating 3/'s _ "/'s 4.7-17.4) Factor Length Inch (mm) psi (bar) Inch (mm) F C Fem oC z" NPT 1/8"(10) 175 (12) 155 68 100 38 4 4 (63) 2 45 (62) R''/z 175 79 150 66 Q F2 escutcheon, 1/2" (13mm) adjustment Escutcheon, F2, Data: Faceof hitting Type Adjustment Inch (mm) Inch (mm) F2 2 (13) 3/'s _ "/'s 4.7-17.4) Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating 1550E/613°C Intermediate Temp. Rating 175°F/79°C To of Deflector to Ceiling Inch (mm) Minimum Spacing Ft (m) Flow GPM (Umin) Pressure PSI bar Flow GPM Umin Pressure PSI bar 12 x 12 (3,6 x 3,6) 12(3,6) 12 (45,4) 7.5 (0,52) 12 (45,4) 7.5 (0,52) 4 1 o 6 (100 to 152), q(13)recessed using F2 escutcheon 8(2,4) 14 x 14 (4,3 x 4,3) 14(4,3) 14 (53,0) 10.2 (0,71) 14 (53,0) 102(0.71) 16 x 16 (4,9 x 4,9) 16(4,9)- 16 (60,6) 13.3 (0,92) 16 (60,6) 13.3 (0,92) 16 x 18 (4,9 x 5,5) 16(4,9) 18 (68,1) 16.8 (1,16) 18 (68,1) 16.8 (1,16) 18 x 18 (5,5 x 5,5) 18(5,5) 19 (72,0) 18.7(l.29) 19 (72,0) 18.7(l.29) 16 x 20 (4,9 x 6,1) 16(4,9) 23 (87,1) 274(1,89) 23 (87,1) 27.4(l.89) 12 x 12 (3,6 x 3,6) 12 (3,6) 14 (53,0) 10.2 (0,71) 14 (53,0) 10.2 (0,71) 6 t 12 (152 to 305); 13) recessed usi g F2 escutcheon 14 x 14 (4,3 x 4,3) 14(4,3) 16 (60,6) 13 3 (0,92)' 16 (60,6) 13.3 (0,92) 16 x 16 (4,9'x 4,9) 16(4,9) 17 (64,4) 15.0 (1,04) 17 (64,4) 15.0 (1,04)'i 16 x 18 (4,9 x 5,5) 16(4.9) 20 (75,7) 20.7 (1,43) 20 (75,7) 20.7 (1,43) 16 x 20 (4,9 x 6,1) 16(4,9) 23 (87,1) 27.4 (1,89) 1 23 (87,1) 27.4(l.89) For Ceding types refer to NFPA 13, 13R or 13D 7. Escutche n, F2, Data: Type A justment Facto walle of ttNominal Max. Max. Sprinkler Flow GPM Umin Sprinkler Thread Orifice Pressure Ambient Temp. Rating K Length Size Inch Psi (bar) Tem Factor Inch OF C °F C 18.6 (1,28) M) 16(4,9) 29 (109,8) mm 2" NPT, z" (13) 175 (12) 155 68 100 38 5.8 (83.5) 2.45 (62) R''/2 16(4,9) 26 (98,4) 175 79 150 66 31 (117,4) 28.6(l.97) 7. Escutche n, F2, Data: Type A justment Facto walle of tt Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m). Ordinary Temp. Rating 1550F/6rC Flow GPM Umin Pressure PSI bar 12 x 12 (3,6 x 3,6) 12(3.6) 16 (60,6) 7.6 (0,53) 14 x 14 (4,3 x 4,3) 14(4,3) 18 (68,2) 9.7 (0,69) 16 x 16 (4,9 x 4,9) 16(4.9) 21 (79,5) 13.2 (0,91) 16 x 18 (4,9 x 5,5) 16 (4,9) 25('94,7) 18.6 (1,28) 16 x 20 (4,9 x 6,1) 16(4,9) 29 (109,8) 250(1,73) 12 x 12 (3,6 x 3,6) 12(3,6) 22 (83,3) 14.4(l.0) 14 x 14 (4,3 x 4,3) 14(4,3) 22 (83,3) 14.4(l.0) 16 x 16 (4,9 x 4,9) 16(4,9) 26 (98,4) 201(1,39) 16 x 18 (4,9 x 5,5) 16(4,9) 31 (117,4) 28.6(l.97) x Ceiling types refer to NFPA 13, 13R or 13D 7. Escutche n, F2, Data: Type A justment Facto walle of tt Intermediate Temp. Rating 1750F/79°C Flow I Pressure 16 (60,6) 76(0,53) ing 97(0,69) 1 h (mm) 13.2 (0,91) 25_(94,7) 18.6 (1,28) Inch (mm) 25.0 (1,73) 22 (83,3) 4.7 - 17.4) Intermediate Temp. Rating 1750F/79°C Flow I Pressure 16 (60,6) 76(0,53) 18 (68,2) 97(0,69) 21 (79,5) 13.2 (0,91) 25_(94,7) 18.6 (1,28) 29 (109,8) 25.0 (1,73) 22 (83,3) 14.4 (1,0) 22 (83,3) 144(1,0) 26 (98,4) 20.1 (1,39) 31 (117,4) 28.6 (1,97) of Deflector to Minimum Ceiling Spacing Inch (mm) Ft (m) 6 (100 to 152), 13)recessed i F2 escutcheon 6o 12 (152 to 305), 2(13)recessed u m9 F2 escutcheon 8(2,4) Model F1 Res 44 SWC* Not listed for corrosion resistance. Fig. 6 Technical Data: F1 Res 44 SWC (SIN R35311 Max. Cover Max. Minimum rMM Thread Orifice r fo ,z- Temp. Ambient K 0, 6Umm fo 1 1/1' (JI75-1 a.-. J01 BOmmJ Tematin foes Of r,Ifmq fo Wo6 Llme - PUSH ON COCA, MEN NNN UST UNfd- OF C O UST NCNf AGUNSr WAIL I' x ,/z- Reduce. 12(3,6) 13 (49,2) 8.7 (0,60) 1 3 6" (10) 175 (12) 135 won Note z 5/6' z 5/16" 5 "_1,; - , 1 I-- F- J 5/16, 66 66mm) O'o 61 IImm] A. 1 16(4,9) 17 (64,3) 15.0 (1,1) TURN COLLARAGWNS UPRITrHrWRENAGUNSSSPRINKLER 1 zl/Jz" RCNCN SSS Iz 07-1 19 (71,8) 18.7 (1,13) 1/7" (Iz 70-1 8(2.4) 16 x 20 (4,9 x 6,1) Ad,W-f 23 (87,1) F1 RES 44 SWC Fig. 6 Technical Data: F1 Res 44 SWC (SIN R35311 For Ceding types refer to NFPA 13, 13R or 13D Max. Cover Max. Minimum 4. Nominal Sprinkler Thread Orifice pressure Temp. Ambient K Length Size Inch (mm) psi (bar) TematinFactorInch (mm) OF C O OC 12 x 12 (3,6 x 3,6) 12(3,6) 13 (49,2) 8.7 (0,60) z" NPT RI/2) 3 6" (10) 175 (12) 135 57 10F0 38 4.4 (63) 2.45 (62) For Ceding types refer to NFPA 13, 13R or 13D Ordinary Temp. Rating Top of Deflector to MinimumMax. Coverage area Max. Spacing 155°F/68°C Ceiling SpacingFlowPressureFtxFt (m x m) Ft (m) Inch (mm) Ft (m) GPM (Umin) PSI bar 12 x 12 (3,6 x 3,6) 12(3,6) 13 (49,2) 8.7 (0,60) 410 6 (100 to 152), 14 x 14 (4,3 x 4,3) 14(4,3) 14 (53,0) 10.2 (0,71) 16 x 16 (4,9 x 4,9) 16(4,9) 17 (64,3) 15.0 (1,1) z (13) recessed using F2 escutcheon 16 x 18 (4,9 x 5,5) 16(4.9) 19 (71,8) 18.7 (1,13) 8(2.4) 16 x 20 (4,9 x 6,1) 16(4.9) 23 (87,1) 27.4 (1,89) 12 x 12 (3,6 x 3,6) 12(3.6) 14 (52,9) 10.2 (0,71) 6 to 12 (152 to 305), 2(13)recessed 14 x 14 (4,3 x 4,3) 14(4,3) 15 (56,7) 11 7 (0,81) 16 x 16 (4,9 x 4,9) 16(4,9) 18 (68,1) 16.8 (1,16) using F2 escutcheon 16 x 18 (4,9 x 5,5) 16(4,9) 20 (75,6) 20.7 (1,43) For Ceding types refer to NFPA 13, 13R or 13D Technical Data: F1 Res 58 HSWX (SIN RA3533) For Ceiling types refer to NFPA 13, 13R or 13D FACE OF FITTING TO WALL DIMENSION I 11/16- MIN. 7 1/4' HOLE Dot.A- 57.2mm) 1/B' CEILING TO y (J-2mmJ DEFLECTOR 1 " X 1/2' REDUCER [t DIMENSION 1 15/16' ODL/ I 7 27/J2- DIA 72.2mm] r- 1 TURN COLLAR UNTIL TIGHT AG41NST SPRINKLER \\`! WRENCH BOSS. COC I i/2 1l5F ADJUSTMENT F1 RES 58 HSWX Fig. 7 1 9. Thread Nominal Max. Sprinkler Max. Ambient K Sprinklerprinkler Max. Coverage area Max. Spacing 1550 OC) Size Orifice Pressure Temp. Rating Factor Length Flow ntification Ft x Ft (m x m) Ft (m) Inch (mm) psi (bar) Ft Inch (mm) jNmber SIN) F C OFem oC Bulb/z" NPT R 1/2) z" (13) 175(12) 155 175 68 100 79 150 38 66 5.8(83.5) 2.45(62)RA3533 4 o 6 (100 to 152), For Ceiling types refer to NFPA 13, 13R or 13D FACE OF FITTING TO WALL DIMENSION I 11/16- MIN. 7 1/4' HOLE Dot.A- 57.2mm) 1/B' CEILING TO y (J-2mmJ DEFLECTOR 1 " X 1/2' REDUCER [t DIMENSION 1 15/16' ODL/ I 7 27/J2- DIA 72.2mm] r- 1 TURN COLLAR UNTIL TIGHT AG41NST SPRINKLER \\`! WRENCH BOSS. COC I i/2 1l5F ADJUSTMENT F1 RES 58 HSWX Fig. 7 1 9. Ordinary Temp. Rating Intermediate Temp. Rating To of Deflector to Minimum Max. Coverage area Max. Spacing 1550 OC) 175°F/799C lingCeiling cinSpacinggFlowPressureFlowPressureFtxFt (m x m) Ft (m) Inch Ft GPM Vmin PSI bar GPM In) PSI bar 18 x 20 (5,5 x 6,1) 18(5,5) 30 (114) 26.8 (1,85) 30 (114) 26.8 (1,85) 4 o 6 (100 to 152), 20 x 20 (6,1 x 6, 1) 20(6,1) 30(114) 26.8(1,85) 30(114) 26.8(1,85) 16 x 22 (4,9 x 6,7) 16 (4,9) 33 (125) 32.4 (2,23) 33 (125) 324(2,23) usi 13)recessed ig F2 escutcheon 16 x 24 (4,9 x 7,3) 16 (4,9), 38 (144) 429(2,96) 38 (144) 42.9 (2,96) 8(2,4) 14 x 26 (4,3 x 7,9) 14(4,3) 42 (160) 52.4 (3,75) 42 (160) 52.4 (3,75) 18 x 20 (5,5 x 6,1) 18(5,5) 35 (133) 36.4 (2,5) 35 (133) 36.4 (2,5) 6 12 (152 to 305), 16 x 22 (4,9 x 6,7) 16 (4,9) 38 (144) 42.9 (2,96) 38 (144) 42.9 (2,96) z(13)recessed 16 x 24 (4,9 x 7,3) 16(4,9) 42 (160) 52.4 (3,6) 42 (160) 52.4 (3,6) us ng F2 escutcheon 14 x 26 (4,3 x 7,9) 14 (4,3) 46 (174) 62.9 (4,34) 46 (174) 62.9 (4,34) For Ceiling types refer to NFPA 13, 13R or 13D FACE OF FITTING TO WALL DIMENSION I 11/16- MIN. 7 1/4' HOLE Dot.A- 57.2mm) 1/B' CEILING TO y (J-2mmJ DEFLECTOR 1 " X 1/2' REDUCER [t DIMENSION 1 15/16' ODL/ I 7 27/J2- DIA 72.2mm] r- 1 TURN COLLAR UNTIL TIGHT AG41NST SPRINKLER \\`! WRENCH BOSS. COC I i/2 1l5F ADJUSTMENT F1 RES 58 HSWX Fig. 7 1 9. Technical Data: KRes58 HSWX (RA3593) For Ceding types refer to NFPA 13, 13R or 13D Maintenance Model F1 Res 30, 49, F1 Res 58, F1 Res 76 and F1 Res 44 Sprinklers should be inspected and the sprinkler sys- tem maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Am- monia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non -operation. Model F1 Res 30, 49 & 58 Pendent Sprinkler Specifications Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential pendent sprin- klers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guide- lines and the applicable installation standard. Deflector - to -ceiling distance listing shall be 1" to 8" maximum, only for F1Res 49. Sprinkler frame and deflector shall be of bronze frame construction having a %2" NPT thread. Wa- ter seal assembly shall consist of a Teflon' coated Bel- leville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] 175°F (79°C)]. Sprinklers shall have a nominal K -factor of 3.0, 4.9 and 5.8. Standard finish: [Bronze] [Chrome - plated] [White Polyester] [Special finish- specify]. Resi- dential pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58, SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 Res 49 & 58 Recessed Pendent/F1, Model F1 Res 30, 49 & 58 Recessed Pendent/ F2, Model F1 Res 30,49 & 58 Recessed Pendent/ FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential recessed pen- dent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's in- stallation guidelines and the applicable installation stan- dard. Deflector -to -ceiling distance listing shall be 1" to 8" maximum, only for F1 Res 49. Sprinkler frame and deflec- tor shall be of bronze frame construction having a %2" NPT thread. Water seal assembly shall consist of a Teflon" coated Belleville spring washer with top -loaded extruded DuPont Registered Trademark 10. Thread Nominal Max. Max' Ambient K Sprinkler Sprinkler Ceiling Size Orifice Pressure Tem Factor Length Identification Inch (mm) psi (bar) Inch (mm) Number (SIN) OF C Link 1/2'RNPT 12" (13) 175 02) 100 38 5.8 (83.5) 2.45 (62) RA3593 For Ceding types refer to NFPA 13, 13R or 13D Maintenance Model F1 Res 30, 49, F1 Res 58, F1 Res 76 and F1 Res 44 Sprinklers should be inspected and the sprinkler sys- tem maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Am- monia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non -operation. Model F1 Res 30, 49 & 58 Pendent Sprinkler Specifications Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential pendent sprin- klers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guide- lines and the applicable installation standard. Deflector - to -ceiling distance listing shall be 1" to 8" maximum, only for F1Res 49. Sprinkler frame and deflector shall be of bronze frame construction having a %2" NPT thread. Wa- ter seal assembly shall consist of a Teflon' coated Bel- leville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] 175°F (79°C)]. Sprinklers shall have a nominal K -factor of 3.0, 4.9 and 5.8. Standard finish: [Bronze] [Chrome - plated] [White Polyester] [Special finish- specify]. Resi- dential pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58, SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 Res 49 & 58 Recessed Pendent/F1, Model F1 Res 30, 49 & 58 Recessed Pendent/ F2, Model F1 Res 30,49 & 58 Recessed Pendent/ FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential recessed pen- dent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's in- stallation guidelines and the applicable installation stan- dard. Deflector -to -ceiling distance listing shall be 1" to 8" maximum, only for F1 Res 49. Sprinkler frame and deflec- tor shall be of bronze frame construction having a %2" NPT thread. Water seal assembly shall consist of a Teflon" coated Belleville spring washer with top -loaded extruded DuPont Registered Trademark 10. Ordinary Temp. Rating Top of Deflector to MinimumMax. Coverage area Max. Spacing 165- 4-C) Ceiling SpacingFlowPressureFtxFt (m x m) Ft (m) Inch (mm) Ft (m) GPM (Umln PSI bar 18 x 20 (5,5 x 6,1) 18(5,5) 29 (109) 25 (1,72) 4 to 6 (100 to 152), 20x20(6,1 x6,1) 20(6,1) 30(114) 26.8(1,85) 16 x 22 (4,9 x 7,3) 16(4,9) 33 (125) 324(2,23) 1/2 (13) recessed using F2 escutcheon 16 x 24 (4,9 x 7,3) 16(4,9) 38 (144) 42.9 (2,96) 8(2,4) 14 x 26 (4,3 x 7,9) 14(4,3) 42 (160) 52.4 (3,75) 18 x 20 (5,5 x 6,1) 18(5,5) 35 (133) 364(2,5) 6 to 12 (152 to 305); 2 (13) Recessed 16 x 22 (4,9 x 6,7) 16(4,9) 38 (144) 42.9 (2,96) 16 x 24 (4,9 x 7,3) 16(4,9) 42 (160) 52.4 (3,6) using F2 escutcheon 14 x 26 (4,3 x 7,9) 14(4,3) 46 (174) 62.9( 34) For Ceding types refer to NFPA 13, 13R or 13D Maintenance Model F1 Res 30, 49, F1 Res 58, F1 Res 76 and F1 Res 44 Sprinklers should be inspected and the sprinkler sys- tem maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Am- monia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non -operation. Model F1 Res 30, 49 & 58 Pendent Sprinkler Specifications Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential pendent sprin- klers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guide- lines and the applicable installation standard. Deflector - to -ceiling distance listing shall be 1" to 8" maximum, only for F1Res 49. Sprinkler frame and deflector shall be of bronze frame construction having a %2" NPT thread. Wa- ter seal assembly shall consist of a Teflon' coated Bel- leville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] 175°F (79°C)]. Sprinklers shall have a nominal K -factor of 3.0, 4.9 and 5.8. Standard finish: [Bronze] [Chrome - plated] [White Polyester] [Special finish- specify]. Resi- dential pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58, SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 Res 49 & 58 Recessed Pendent/F1, Model F1 Res 30, 49 & 58 Recessed Pendent/ F2, Model F1 Res 30,49 & 58 Recessed Pendent/ FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential recessed pen- dent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's in- stallation guidelines and the applicable installation stan- dard. Deflector -to -ceiling distance listing shall be 1" to 8" maximum, only for F1 Res 49. Sprinkler frame and deflec- tor shall be of bronze frame construction having a %2" NPT thread. Water seal assembly shall consist of a Teflon" coated Belleville spring washer with top -loaded extruded DuPont Registered Trademark 10. or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F 68°C)] [175°F (790C)]. Sprinklers shall have a nomi- nal K -factor of 3.0, 4.9 & 5.8. Standard finish: [Bronze] Chrome -plated] [White Polyester] [Special finish- spec- ify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with '/z" adjustment (Model F2)] with 3/4" adjustment (Model F1)] [of,push-on and thread off design with '/z" adjustment (Model FP)]; Standard fin- ish shall be [brass][bright chrome] [white painted]. Resi- dential recessed pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58 Recessed Pendent/Fl) [Model F1 Res 30, 49 & 58 Recessed Pendent/F2] [Model F1 Res 30, 49 & 58 Recessed Pendent/FP] SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 Res 30, 49 & 58 CCP Pendent Concealed) Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential concealed sprinklers engineered to provide a minimum design den- sity of 0.05 gpm/ft2 over -the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be in- stalled in conformance with the manufacturer's installa- tion guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a ''/2" NPT thread. Water seal as- sembly shall consist of -a Teflon' coated Belleville spring washer with top -loaded extruded .or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (68°C). Cover plate assem- bly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push -on and thread -off design allowing a '/2" cover plate adjustment. Cover plate tem- perature rating shall be 135°F (57C). A plastic protec- tive cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58 CCP, SIN R3511, R3516 & R3513 (Bulletin 135). Model_ F1 Res 44, F1 Res 58 Horizontal Sidewall, F1 Res 58 HSWX & KRes58 HSWX Residential Sprinkler Specifications Sprinklers shall be [cULus Listed] low flow residential horizontal sidewall sprinklers, engineered to provide a minimum design density of 0;05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manu- facturer's technical data sheets are to be used. Residen- tial sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a %2" NPT thread. Water seal,assembly shall consist of a Teflon' coated Bel - DuPont Registered Trademark 11. leville spring washer with top loaded extruded or cold head cup with 3 mm glass b Ib containing no -plastic parts, and having a temperatuie rating of [155°F (680C)] 175°F (79°C)]. The solder element (Link) version, the water seal consist of a cap witli a bellville spring washer and a temperature rating of 16 5OF (74°C). The recessed assembly forthe HSWX (Bulb Link) should be a steel two pieces escutcheon with 1/?" adjustment (Model F2) standard finish should be Brig Chrome and white paint- ed. The F1 Res 58 HSW is a1c, o available with low lead frame. F1 Res 58 HSW and HS X sprinklers shall have a nominal K Factor of 5.8 and F1 Res 44 a nominal K factor of 4.4. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Rel able Model F1 Res 44, F1 Res 58, F1 Res 58 HSWX & odel KRes58 HSWX, SIN R3531, RA3533 & RA3593 (Bul etin 135). Model F1 Res 44 Recessed Horizontal Sidewall Sprinkler Use description for the Model F1 Res 44 horizontal side- wall sprinkler with the following modifications: Replace horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed esc Acheon assembly shall be a steel, two-piece escutcheonith'/z" adjustment (Model F2). Standard finish shall be [br ss][bright chrome] [white painted] [Special finish- spec fy]. Residential recessed horizontal sidewall sprinklers s iall be Reliable Model F1 Res 44/F2, SIN R3531 (Bulletin 135). t Model F1 Res 76 Pender t Sprinklers shall be [cULusListed] low flow, residential pendent sprinklers engineereJ to provide a minimum design density of 0.05 gpm/ft over the listed coverage area. Listed flows as specif ed by the manufacturer's technical data sheets are to be used. Residential sprin- klers shall be installed in conf rmance with the manufac- turer's installation guidelines a d the applicable installa- tion standard. Sprinkler frame and deflector shall be of bronze frame construction hav ng a 3/4" NPT thread. Wa- ter seal assembly shall consi t of a Teflon" coated Bel- leville spring washer with mac ined or cold head cup with 3 mm glass bulb containing n plastic parts, and having a temperature rating of [155'F (680C)] [175°F (79°C)]. Sprinklers shall have a nomina K -factor of 7.6: Standard finish- [Bronze] [Chrome -plate ] [White Polyester] [Spe- cial finish- specify]. Residenti I pendent sprinklers shall be Reliable Model F1 Res 76, IN R7618 (Bulletin 135). Model F1 Res 76 Recessed PendenVF1, Model F1 Res 76 Recessed PendenVF2, Model F1 Res 76 Recessed Pendent/FP Sprinklers shall be [cULus Listed] low flow residential recessed pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manu- facturer's technical data sheets are to be used. Residen- tial sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon' coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and hav- ing a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K -factor of 7.6. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Spe- cial finish- specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with 112" adjust- ment (Model F2)] [with 3/4" adjustment (Model F1)] [of push -on and thread off design with 1/2" adjustment (Mod- el FP)]. Standard finish shall be [brass][bright chrome] white painted]. Residential recessed pendent sprinklers shall be Reliable [Model F1 Res 76 Recessed Pendent/ F1] [Model F1 Res 76 Recessed Pendent/172] [Model F1 Res 76 Recessed Pendent/FP] SIN R7618 (Bulletin 135). Model F1 Res 76 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprin- klers shall be installed in conformance with the manufac- turer's installation guidelines and the applicable installa- tion standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Wa- ter seal assembly shall consist of a Teflon` coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having DuPont Registered Trademark a temperature rating of 155°F (68°C). Cover plate assem- bly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push -on and thread -off design allowing a %2" cover plate adjustment. Cover plate tem- perature rating shall be 135°F (570C). A plastic protec- tive cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish- [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model F1 Res 76 CCP, SIN R7618 (Bulletin 135). Finishes (1) t') Other finishes and colors are available on special order. Consult factory for details. i) cULus listed Corrosion Resistant Note: Paint or any other coating applied over the factory finish will void all approvals and warranties. Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Temperature Rating 4. Sprinkler Finish 5. Escutcheon Finish 6. Cover Plate Finish The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporabon, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries Manufactured by Reliable Automatic Sprinkler Co., Inc. Recycled iabil( 800) 431-1588 Sales Offices Paper l 800) 848-6051 Sales Fax 914) 829-2042 Corporate Offices Revision lines indicate updated or new data www.rellablesprinkler com Internet Address EG Printed in U S A 06/15 P/N 9999970235 Standard Finishes Sprinkler F1, F2, FP Cover Plates Escutcheons Bronze Brass White Painted Chrome Plated Bright Chrome Plated Chrome White and Black White Painted Polyester(2) Coated Special Application Finishes Sprinkler F1, F2, FP Escutcheons Electroless Nickel PTFE(Teflon')12) Electroless Nickel PTFE (Teflon*) Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Chrome Dull Chrome Dull t') Other finishes and colors are available on special order. Consult factory for details. i) cULus listed Corrosion Resistant Note: Paint or any other coating applied over the factory finish will void all approvals and warranties. Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Temperature Rating 4. Sprinkler Finish 5. Escutcheon Finish 6. Cover Plate Finish The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporabon, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries Manufactured by Reliable Automatic Sprinkler Co., Inc. Recycled iabil( 800) 431-1588 Sales Offices Paper l 800) 848-6051 Sales Fax 914) 829-2042 Corporate Offices Revision lines indicate updated or new data www.rellablesprinkler com Internet Address EG Printed in U S A 06/15 P/N 9999970235 t11C0Fire & uildinglProducts. Technical Services: Tel: (800) 381-9312 / Fax (800) 791-5500 BlazeMaster ® I CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet ' General Description Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are designed exclusively for use in wet pipe automatic fire sprinkler systems. They are made from a specially devel- oped thermoplastic compound com- posed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art additives. TFBP BlazeMaster CPVC products are easier to install tha6 traditional steel pipe systems, and at the same time, provide superior heat resistance and strength as com- pared to traditional CPVC and PVC piping materials used in the plumbing trade Various adapters are available to connect CPVC pipe to metallic pip- ing. All female pipe thread adapters have brass inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings WARNING Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards ofany other authorities hav- ing jurisdiction Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Sizes ' 3/4" to 3" Maximum Working Pressure 175 psi Approvals UL, FM, CUL, NSF, Dade County, LPCB, MEA, and the City of Los Ange- les. (Refer to IH -1900, Rev 0, Janu- ary 2005 "Installation Instruction & Technical Handbook" for exact list- ing/approval information.)' Manufacture Source USA Material Pipe ASTM F442, SDR 13.5 Fittings. ASTM'F438 (Sch 40) and ASTM F439 (Sch. 80), ASTM F1970 Color Orange rapid response M HOME FIRE SPRINKLER SYSTEM A. BlazeMast 6 is a registered trademark of Noveon YP Holding Corp. Page 1 of 6 1 JANUARY, 2006 1 TFP1915 Page 2 of 6 TFP1915 Installation Tyco Fire and Building Products TFBP) BlazeMaster CPVC Pipe and Fittings are to be installed in accord- ance with IH -1900, Rev. 0, January 2005 "Installation Instruction & Techni- cal Handbook". FIGURE 1— PIPE DIMENSIONS Care and Maintenance The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e g , NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. WATER NOMINAL AVERAGE AVERAGE WEIGHT FILLED WEIGHT FT OF PIPE WEIGHT PER LIFT SIZE O D. ID Ibs /fl lbs /ft PER LIFT Ibs 3/4" 1 050" 0 874" 018 044 7875 1339 1" 1.315" 1101, 026 067 5040 1320 1-1/4" 1.660" 1.394" 042 1.08 2835 1191 1-1/2" 19001, 1.598" 054 141 2205 1213 2" 2 375" 2 003" 084 220 1260 1084 2-1/2" 2 875" 2.423" 1 26 3.26 1215 1531 3" 3 500" 2 952" 1 87 483 720 1344 Installation Tyco Fire and Building Products TFBP) BlazeMaster CPVC Pipe and Fittings are to be installed in accord- ance with IH -1900, Rev. 0, January 2005 "Installation Instruction & Techni- cal Handbook". FIGURE 1— PIPE DIMENSIONS Care and Maintenance The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e g , NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. TFP1915 Page 3 of 6 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE r TIO) SCHD. Ib.) TEE 80000 3/4" 5/8" 40 011 TIO 80001 1" 11/16" 40 01947 80002 1-1/4" 7/8" 40 026 80003 1-1/2" 1-1/16" 80 051 7t80004 2" 1.3/8" 80 0.90 80005 2-1/2" 1-9/16" 80 159 TIO T/O 80006 3" 1-13/16" 80 241 XxYxZ X Y Z 80132 3/4" x 3/4" x 1" 3/4" 3/4" 5/8" 40 014 80133 1" x 3/4" x 3/4" 9/16" 9/16" 3/4" 40 014 80134 1" x 3/4" x 1" 3/4" 11/16" 3/4" 40 017 80260 1" x 1" x 3/4" 5/8" 5/8" 13/16' 40 016 80135 1-1/4" x 1" x 3/4" 5/8" 5/8" 15/16 40 021 80136 1-1/4" x 1" x 1" 3/4" 3/4" 15/16' 40 022 80137 1-1/4" x 1" x 1-1/4" 15/16" 15/16" 7/8" 40 026 REDUCING TEE 80261 1-1/4" x 1-1/4" x 3/4" 5/8" 5/8" 7/8" 40 023 80262 1-1/4" x 1-1/4" x 1" 3/4" 3/4" 7/8" 40 026 Z 80138 1-1/4" x 1-1/4" x 1-1/2" 1" 1" 1" 80 043 T/O 80140 1-1/2" x 1-1/4" x 3/4" 9/16" 9/16" 1" 80 036 80141 1-1/2" x 1-1/4" x 1" 9/16" 9/16" 1-1/16' 80 038 80263 1-1/2" x 1-1/2" x 3/4" 9/16" 9/16" 1" 80 036 X Y 80264 1-1/2" x 1-1/2" x 1" 9/16" 9/16" 1-1/16, 80 038 80275 1-1/2" x 1-1/2" x 1-1/4" 7/8" 7/8" 1" 80 045 T1 T/O 80265 2" x 2" x 3/4" 3/4" 3/4" 1-3/8' 80 0.61 80266 2" x 2" x 1" 7/8" 7/8" 1-3/8' 80 066 80274 2"x2"x1-1/4" r 1-1/16" 1-1/16" 1-3/8' 80 074 r 80267 2" x 2" x 1-1/2" 1-1/8" 1-1/8" 1-3/8' 80 0.78 80271 2-1/2" x 2-1/2" x 1" 1-9/16" 1-9/16" 1-9/1(1 80 143 80272 2-1/2" x 2-1/2" x 1-1/4" 1-9/16" 1-9/16" 1-9/1(11 80 146 80273 2-1/2" x 2-1/2" x 1-1/2" 1-9/16" 1-9/16" 1.9/1 80 148 80276 2-1/2" x 2-1/2" x 2" 1-9/16" 1-9/16" 1-9/1 " 80 150 80270 3" x 3" x 1-1/2" 1-13/16" 1-13/16" 1.13/1 " 80 228 80268 3" x 3" x 2" 1-13/16" 1-13/16" 1-3/4 80 225 80269 3" x 3" x 2-1/2" 1-13/16" 1.13/16" 1.13/1 " 80 244 CROSS 6 REDUCING CROSS 80009 3/4" 9/16" 40 0.13 r 80010 1" 11/16" 40 023 T/O 80011 1-1/4" 15/16" 40 034 I f+ 80012 1-1/2" 1-1/16" 80 067 80013 2" 1-5/16" 80 100 80014 2-1/2" 1-9/16" 80 1.91 TIO 80008 3" 1-13/16" 80 289 80015 1" x 1" x 3/4" x 3/4" 7/8" 40 028T/O'• TIO r 80025 3/4" 5/8" 40 009 90• ELBOW 3 REDUCING ELBOW 80026 1" 3/4" 40 014 80027 1-1/4" 7/8" 40 021 X 80028 1-1/2" 1-1/16" 80 040 T/O 80029 2" 1-5/16" 80 079 60030 2-1/2" 1-9/16" 80 114 Y 80031 3" 1-13/16" 80 1 82 XxY X Y T/O 80032 1" x 3/4" 11/16" 13/16" 140 0 16 r FIGURE 2 — FITTING DIMENSIONS (Part I. of 4) Page 4 of 6 TFP1915 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE TIO) SCHD. 1b) 45• ELBOW 80050 3/4" 3/8" 40 008 TIO — 80051 1" 3/8" 40 Oil 80052 1-1/4" 3/4" 40 020 80053 1-1/2" 1/2" 80 031 T/O 80054 2" 3/4" 80 056 80055 2-1/2" 13/16" 80 089 80056 3" 1" 80 119 80075 3/4" 1/81, 40 007 COUPLING 6 80076 1" 1/8" 40 Oil REDUCING COUPLING 80077 1-1/4" 3/16" 40 012 80078 1-1/2" 3/16" 80 025 80079 2" 3/16" 80 038TT/O 80080 2-1/2" 1/4" 80 067 80081 3" 3/16" 80 091 80220 1" x 3/4" 1/8" 40 008 80200 1" x 3/4" 7/16" 40 004 80201 1.1/4"x3/4" 1/2" 40 011 80202 1-1/4" x 1" 5/16" 40 012 80203 1-1/2" x 3/4" 5/8" 80 016 80204 1-1/2" x 1" 1/2" 80 014 REDUCER BUSHING 80205 1-1/2" x 1-1/4" 3/8" 80 017 80206 2" x 3/4" 13/16" 80 027 60207 2" x 1" 11/16" 80 026 80208 2" x 1-1/4" 9/16" 80 024PT/O 80209 2"x 1-1/2" 7/16" 80 019 80215 2-1/2"x 1" 15/16" 80 042 80214 2-1/2" x 1-1/4" 13/16" 80 045 80213 2-1/2" x 1-1/2" 11/16" 80 046 80211 2-1/2" x 2" 5/8" 80 029 80210 3" x 2" 3/4" 80 072 80212 3" x 2-1/2" 1/2" 80 047 CAP 80100 3/4" 5/16" 40 004 80101 1" 3/8" 40 006 80102 1-1/4" 7/16" 40 010 80103 1-1/2" 11/16" 80 020 80104 2" 5/8" 80 031 T/O II— 80105 2-1/2" 7/8" 80 058 80106 3" 1" 80 088 GROOVED TIO PIPE O.D. COUPLING ADAPTER 2-5/16" 1-1/4"(1 660") 80160 1-1/4" x 1-1/4" Groove 40 078 80161 1-1/2" x 1-1/2" Groove 2-5/16" 1-1/2"(1 900") 80 095 PIPE 80162 2" x 2" Groove 2-5/16" 2" (2 375") 80 142 OD 80163 2-1/2" x 2-1/2" Groove 2-5/16" 2-1/2" (2 875") 80 228 80164 W x 3" Groove 2-1/4" 3" (3 500") 80 300 T/O —I 80169 2-1/2" x 76,1 mm Groove 2-5/16" 76,1 mm (3 000") 80 228 i FIGURE 2 — FITTING DIMENSIONS (Part 2 of 4) TFP1915 Page 5 of 6 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE TIO) SCHD SPRINKLER HEAD ADAPTER 80175E 3/4" x 1/2" NPT 7/16" 80 020 80176E 1" x 1/2" NPT 7/16" 80 022 L-RTIO 80175WL 3/4.'x 1/2" NPT 7/16" 40 016 80179 1"x3/4"NPT 13/16" 40 043 SPRINKLER HEAD ADAPTER 80175W 3/4" x 1/2" NPT 1/2" 40 019 T/O 80176W 1" x 1/2" NPT 1/2" 40 018 SPRINKLER HEAD ADAPTER (SPIGOT) 80177L 3/4" x 1/2" NPT 1/2" 40 016 80178 1" x 1/2" NPT 9/16" 40 020 II T/ O 80180 1" x 3/4" NPT 7/8" 40 040 FEMALE ADAPTER 80142 3/4" x 3/4" NPT 13/16" 40 041 80145 1' x 1" NPT 7/8" 40 063 80146 1-1/4" x 1-1/4" NPT 1.1/8" 40 103 80147 1-1/2" x 1-1/2" NPT 1-3/8" 80 142 80148 I 2" x 2" NPT 1-11/16" 80 266 T/O MALE ADAPTER 80157 3/4" x 3/4" NPT 1-5/16" 40 033 T/O -I 80158 1' x 1" NPT 1-3/8" 40 056 XxYxZ X Y Z SPRINKLER HEAD ADAPTER TEE 80250 3/4" x 3/4" x 1/2" NPT 9/16" 9/16" 1" 40 0.22 Z 80251 1" x 1" x 1/2" NPT 11/16" 11/16" 1-3/lE" 40 029 T/O 80249 1"x 1"x 1" NPT 15/16" 15/16" 1-9/lEll 40 073 80256 1-1/4" x 1" x 1/2" NPT 7/16" 9/16" 1-5/16' 40 030 80252 1-1/4" x 1-1/4" x 1/2" NPT 7/16" 7/16" 1-5/1 " 40 031 80257 1-1/2"x 1-1/4"x 1/2" NPT 1/2" 11/16" 1-7/1(" 80 043 X Y 80254 1-1/2" x 1-1/2" x 1/2" NPT 1/2" 1/2" 1-711(" 80 046 T/O TIO 80258 2" x 1-1/2" x 1/2" NPT 1/2" 5/8" 1-11/1 r, 80 056 80253 2" x 2" x 1/2" NPT 1/2" 1/2" 1-11/1 ill 80 062 FIGURE 2 — FITTING DIMENSIONS (Part 3 of 4) Page 6 of 6 TFP1915 FITTING PART NOMINAL TAKE-OUT WEIGHT NOMINAL SIZE SCHD. TYPE NUMBER T/O) lb.) BACK-TO-BACK TEE X x Y x Z X Y, Z X T/O Y 80459 1" x 1/2" NPT x 1/2" NPT 5/8" 1-5/16" 40 048 Z 80460 1" x 1/2" NPT x 1/2" NPT 5/8" 1-3/16" 40 046 T/O Alt/CO BACK-TO-BACK CROSS X x Y x z x W X, Y Z, W X T/Oja_ IZffiffl 80462 1" x 1" x 1/2" NPT x 1/2" NPT 5/8" 1-3/16" 40 046awl 80463 1" x 1" x 1/2" NPT x 1/2" NPT 5/8" 1-5/16" 40 047 T/O Y T/O T/O SPRINKLER HEAD x x Y X Y ADAPTER 90• ELBOW Y T/O 80199 3/4" x 1/2" NPT 9/16" 1" 40 020 80198 1" x 1/2" NPT 3/4" 1-1/4" 40 026 XT 80196 1" x 3/4" NPT 1-1/16" 1-7/16" 40 026 T/O FIGURE 2 — FITTING DIMENSIONS (Part 4 of 4) Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects In mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP No warranty Is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, Improper Installation, corrosion, or which have not been Installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option TFBP neither assumes, nor authorizes any person to assume for It, any other obligation In connection with the sale of products or parts of prod- ucts TFBP shall not be responsible for sprinkler system design errors or inac- curate or Incomplete Information sup- plied by Buyer or Buyer's repre- sentatives In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, Indirect, special or consequential dam- ages, Including but not limited to labor charges, regardless of whether TFBP was Informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price The foregoing warranty Is made In lieu of any and all other warranties, ex- press or implied. Including warranties of merchantability and fitness for a par- ticular puroose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect In products, materi- als or components, whether the claim Is made In contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Notification to Jobsite Building Trades A Caution This building contains a CPVC fire sprinkler system. This CPVC fire sprinklersystem is a Life Safety Assembly and must be treated carefully. Please read the following which could contact this system: CPVC piping components may be damaged by certain substances and construction practices. DO NOT stack, support, hang equipment, or hang flexible wire/cable, especially communications cable, fire sprinkler system. ONLY system compatible materials including, but not limited to solvent,cements, caulks, sealants, cuttir as noted by the CPVC fire sprinkler piping system manufacturer's installation instructions should be use system. DO NOT expose CPVC products to incompatible substances, such as cutting oils, non -water based pail traditional pipe thread paste and dope, fungicides, lermiticides, insecticides, detergents, building caulks flux, flexible wire/cable (with special,consideration for communications cabling), and non -approved spra materials. DO NOT expose CPVC products to edible oils, solvents, or glycol -based anti -freeze fluids. DO NOT expose CPVC products to open flame, solder, and soldering flux. DO NOT drop, distort, or impact CPVC products or allow objects to be dropped on them. DO NOT handle CPVC products with gloves contaminated with oils (hydrocarbons) or other incompatibl any activity other material on the oils and thread pastes in contact with this s, packing oils, adhesive tape, solder foam insulation materials. Failure to follow this notice may cause cracks or fractures to develop in CPVC products resulting lin property damage and personal injury due to leaks or flooding. The presence of any visible cracks may require partial o full system replacement.' For additional information contact the general contractor or the fire sprinkler systeo installer. FOR ADDITIONAL INFORMATION CONTACT "CPVC PIPEIFITTING MANUFACTURER" Rev 2.0 Nov 13, 2007 dishibul Product Label A Caution This CPVC fire sprinkler product is a Life Safety Assembly and must be treated carefully. Please read the following before any activity which could contact this system: Read and follow the CPVC manufacturer's Installation Instructions. Training by an authorized representative is available and is recommended. Proof of training may be required by local authorities. CPVC piping components may be damaged by certain substances used in construction and building maintenance. ONLY system compatible materials including, but not limited to solvent cements, caulks, sealants, cutting oils and thread pastes as noted by the manufacturer's installation instructions should be used in contact with this system. DO NOT expose CPVC products to incompatible substances, such as cutting oils, non -water based paints, packing oils, traditional pipe thread paste and dope, fungicides, termiticides, insecticides, detergents, building caulks, adhesive tape, solder flux, flexible wire/cable (with special consideration for communications cabling), and non -approved spray foam insulation materials. DO NOT expose CPVC products to edible oils, solvents, or glycol -based anti -freeze fluids. When combining metallic pipe and fittings with CPVC products in a system, the cutting oil should be removed prior to assembly. DO NOT store CPVC products in containers with metal products where it may become damaged or contaminated with packing oils. DO NOT handle CPVC products with gloves contaminated with oils (hydrocarbons) or other incompatible materials. Failure to follow the manufacturer's installation instructions and this notice may cause cracks or fractures to develop in CPVC products, resulting in property damage and personal injury due to leaks or flooding. The presence of any visible cracks may require partial or full system replacement. Please contact the manufacturer for additional information. FOR ADDITIONAL INFORMATION CONTACT "CPVC PIPE/FITTING MANUFACTURER" Rev 2.0 Nov 13. 2007dislnbul Ordinary considerations Property naintenance Important Information with Regards to sei vices Your CPVC Fire Sprinkler System Fun icides CONGRATULATIONS, your building structure contains a state of the art life safety sys em. Your CPVC fire sprinkler system will enhance the safety and security of your building when properly cared for. CPVC Fire Sprinkler Products resist attack from a wide range of chemicals that are orrosive to metallic piping. As with any piping material, there are however, certain chemicals that can,be I For.hired contractors &'do -it- ourselfers ` detrimental to CPVC. Occasionally some of these chemicals may be found in some con truction products, site preparations and building maintenance. There are certain things that you r eed to be mindful of in caring for or working around your CPVC fire sprinkler system. Solder Flux Keep your system clear from contact with the following products and chemicals ui less product labels state materials are compatible with CPVC: Flexible Cable / Wiring (especially communications cabling) Ordinary considerations Property naintenance sei vices Cleaning Products Detergents Fun icides Oils/Lubricants/Greases Mold R mediation Rubbery Materials Chemicals rermiticides / Insef ticidcs I For.hired contractors &'do -it- ourselfers ` Corrosion Inhibitors Glycol -based antifreezes Solder Flux Thread Sealants Flexible Cable / Wiring (especially communications cabling) Caulks/Mastics Adhesive Vinyl / Electrical Tape Non -Approved Spray Foam Insulation Non -Water Based Paint Paint Thinners Wood FinishesNarnishes You should also avoid the following: Sitting, standing, hanging, leaning, or resting anything on the pipe, fitt ings, and sprinkler heads Grounding electrical wiring to the pipe or fittings Ambient temperatures below 40°F/4°C where your fire sprinkler system is located. Unless an approved compatible antifreeze or insulation method is ins Iled.) Hot work around the pipe, i.e. blow torches, soldering. etc. Be certain that this document is reviewed and' understood by anyone working on c r around your CPVC life safety system. If you have any questions or need assistance on chemica compatibility with your CPVC fire sprinkler system, contact the manufacturer listed on the pip . I Proper care will help your CPVC fire sprinkler system provide protection for yeats to come. FOR ADDITIONAL INFORMATION CONTACT "CPVC PIPE/FITTING MANUFACTURER" CPVC Fire Sprinkler Turnover Document Rev 2 12-13-07 Fig. 22 - Hanger for CPVC Plastic Pipe Single Fastener Strap Type Size Range — 3/4" thru 2" CPVC pipe Material — Pre -Galvanized Steel Function — Intended to perform as a hanger to support CPVC piping used in automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in the horizontal position. Figure 22 can be installed on the top of a beam, but in this situation acts as a guide to the piping which is supported by the beam itself. It is not intended to sup- port CPVC pipe from under a flat horizontal surface, such as a ceiling. For this type of installation, use the TOLCOO Fig. 23, Double Fastener Strap for CPVC Piping. Fig. 22, when inverted, with the hanger tab downward, can function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (1) 1/4" x 1" tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. C &US LISTED Features — Fig. 22 incorporates features which protect the pipe and ease installation. The flared edge design pro- tects CPVC pipe from any rough surface. It is easily attached to the building structure using the special UL Listed hex head self threading screw furnished with the product, this is the minimum size fastener acceptable. It is rec- ommended that rechargeable electric drills fitted with a hex socket attachment to be used as installation tools. No impact tools (such as a hammer) are allowed. ' Damage has been know to result from installations using impact type tools. No pre -drilling of a pilot hole in wood is required. Finish — Pre -Galvanized Order By — Figure number and CPVC pipe size. OFFICE/MANUFACTURING FACILITY - 1375 SAMPSON AVE - CORONA, CA 92879 - PH 951 737 5599 - FAX 951 737 0330 mCUSTOMERSERVICE - 800 786 5266 www foko com Dimensions • Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing (Ft.) Head Size Wt./100 3/4 27A6 15/16 1 Vi 6 5112 5/16 9 1 211/16 17/16 13/16 6 5/16 9 11/4 31126 15/6 13/16 6112 5/16 11 1112 33/16 13/4 1Vi6 7 5/16 12 2 3/4 21/6 13/16 8 5/16 15 OFFICE/MANUFACTURING FACILITY - 1375 SAMPSON AVE - CORONA, CA 92879 - PH 951 737 5599 - FAX 951 737 0330 mCUSTOMERSERVICE - 800 786 5266 www foko com Fig. 22C - Combination Hanger & Restrainer Application Size Range — 3/4" thru 2" CPVC pipe Material — Carbon Steel, Pre -Galvanized Function — Designed to support a CPVC pipe away from the corner of a beam. This position allows for easy installation of drops or risers without adding additional wood blocks. Approvals — Underwriters' Laboratories Listed in the USA UL) and Canada (cUL) for use as a combination hanger and restrainer. Finish — Pre -Galvanized Note — Approved UL Listed fastener into wood is furnished with the product. A fastener into light gauge metal may be ordered separately. Minimum acceptable #10 x 1" hardened self threading screw with 5/16" hex washer head. Order By 1 Fig. 22C application is composed of two standard Fig. 22 models — order two singles for each hanger and restrainer application required. C @US LISTED 1 5/8" 3 5/8" I TRUSS HEADER OR TRUSS JOIST TYP) 3 5/8" 1 5/8" d/ ti 5/8" Y I 1 5/8" OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA. CA 9ZB79 - PH 951.737 5599 • FAX 951 137 0330 CUSTOMER SERVICE • 800 786 5266 www.tolco.com I 4 Fig. 24 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type - Side Mount C &OSLISTED Size Range — 3/4" thru 2" CPVC pipe Material — Pre -Galvanized Steel Function — Intended to perform as a hanger/restrainer to support , CPVC piping used in automatic fire sprinkler systems. Can be installed on the top or on the bottom of a beam. The Fig. 24 can also function as a restrainer to prevent the upward movement of the sprinkler head i during activation. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (2) 1/4" x 1" tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features — Fig. 24 incorporates features which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from any rough surface. Easily attaches to the building structure using the two UL Listed hex head self threading screws' furnished with the product: It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a ham- mer) are allowed. Damage has been known to result from installations using impact type tools. No pre -drilling of a pilot hole in wood is required. Finish — Pre -Galvanized Order By — Figure number and pipe size Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. r" o en- OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA, CA 9ZB79 • PH 951 737 5599 • FAX 951 737 0330 CUSTOMER SERVICE • 800 786 5266 www toko.com Dimensions • Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing (Ft.) Head Size Wt./100 3/4 25/ 5 15152 1 V15 5112 5/16 9 1 25A 15/15 13/16 6 5/16 9 1 Y4 3 1112 13/16 6112 5/16 11 1112 31/4 15/8 1 Vi 6 7 5/16 12 2 31116 127/32 1Vi5 8 5/16 15 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA, CA 9ZB79 • PH 951 737 5599 • FAX 951 737 0330 CUSTOMER SERVICE • 800 786 5266 www toko.com LIN 114" IPS UL/ULC Listed` 300 psi Description The 1/4" IPS three-way female threaded valve is used to facili- tate the installation of sprinkler system pressure gauges. The valve provides for one inlet and two outlets. This design allows for replacement of the system gauge without shutting down the water supply to the sprinkler system. This design also allows Authoritys' Having Jurisdication to test system pressure with an additional gauge through the second outlet., (The second outlet is normally plugged during installation with a 1/4" IPS pipe plug.) Installation Installation of the three-way valve can be accomplished with normal field installation tools. Make sure the valve t is installed according to the flow indication arrow that has been cast into the valve body. The most common installation allows for a 1/4" IPS nipple between the valve and the water supply being measured. This assures there will be ad- equate spacing for the sprin- kler system gauge from the riser. Use either PTFE Pipe 02003-2007 Fire Protection Products, Inc Thread Sealing Tape or a suit- able pipe thread sealant such as PipeFir Thread Sealant Paste with PTFE when in- stalling the valve. DO NOT OVERTIGHTEN THREADS. OVERTIGHTENING MAY CAUSE VALVE FAILURE. UUULC Listed 2R97 Si#ecifications r Fire Protection Products, Ii 6241 Yarrow Dr., Suite A, Carlsbad, CA F. P ,P For questions: 1 800 344-1822.1800 Bronze Brass wheel - Iron 11/4" IPS king. Pressure: 400 WOG 11-1541 3775 fax - www.fppi.com SPEARS FlameGuardTM CPVC Drain & Check Valves For NFPA 13D Applications Only Application: FlameGuardTM CPVC Orange Drain Valves0and Check Valves are for use in configuring CPVC Fire Sprinkler System connection to water supply (riser/drain assembly) in NFPA 13D installations only. These valves are NOT for use in any other locations within the fire sprinkler system. Drain Valve Check Valve Special Reinforced (SR) Threaded Inlet Check Valve CPVC Drain Valves CPVC Check Valves Disc Price Part Number Size I Code Each Socket x Socket 6622-007C0 3/4 004 1 0041 S1520 -12C0 1-1/4 22.68 6622-01000 11 S1520 -15C0 1-1/2 1 0041 2836 28 36 CPVC Check Valves CPVC Special Reinforced Thread Inlet Check Valves Disc Price Part Number I Size I Code Each Socket x Socket S1520-1000 11 004 2256 S1520 -12C0 1-1/4 004 25.22 S1520 -15C0 1-1/2 004 2836 CPVC Special Reinforced Thread Inlet Check Valves General Installation Information: Socket end connections should be installed using Spears® FS -5 One -Step Cement for use with Spears® CPVC Fire Sprinkler Products. Threaded connections should be made using Spears@ BLUE 751m Thread Sealant tested for compatibility with CPVC materials. Swing check valves are designed for horizontal installations,- but nstallations; but may be installed in up -flow only vertical position. Check valves MUST be installed with the valve's FLOW arrow pointing in the direction of the flow. Do not install valve upside down. NOT FOR USE WITH COMPRESSED AIR OR GAS Page 1 1 Spears® Manufacturing Company Progressive Products from Spears® Innovation and Technology Disc Price Part Number I Size I Code Each SR Flpt x Socket S1520-10FSRSCO 11 004 24.44 S1520-12FSRSCO 1-1/4 004 28.22 S1520-15FSRSCO 1-1/2 004 3347 General Installation Information: Socket end connections should be installed using Spears® FS -5 One -Step Cement for use with Spears® CPVC Fire Sprinkler Products. Threaded connections should be made using Spears@ BLUE 751m Thread Sealant tested for compatibility with CPVC materials. Swing check valves are designed for horizontal installations,- but nstallations; but may be installed in up -flow only vertical position. Check valves MUST be installed with the valve's FLOW arrow pointing in the direction of the flow. Do not install valve upside down. NOT FOR USE WITH COMPRESSED AIR OR GAS Page 1 1 Spears® Manufacturing Company Progressive Products from Spears® Innovation and Technology a Check Valve: El I Socket x Socket Nominal Dimension Reference 0n hes, t 1/16 Part Number Size A B C I D I E 6622-007C0 314 1-13/16 1-1/2 3-9/16 1 2 1 2 6622-01000 1 2-1/16 1 1-3/4 1 4 1 2-5/16 1 2-5/16 Nominal Size Range 1", 1-1/4", 1-1/2" Type Swing Check, Maintenance -free Sealed Unit Material CPVC, Orange Seat ' EPDM End Connections Socket x Socket Socket x Special Reinforced (SR) Female Plastic Thread r 9 FlameGuardTM CPVC Drain & Check Valves For NFPA 13D Applications Only J Specifications Drain Valve: SR Thread x Socket Nominal Size Range 3/4", 1" Type 1/4 -Turn Ball Valve, Maintenance -free Sealed Unit Material CPVC, Orange Seats PTFE/HDPE Seals EPDM Handle Polypropylene, Red End Connections Socket x Socket a Check Valve: El I Socket x Socket Nominal Dimension Reference 0n hes, t 1/16 Part Number Size A B C I D I E 6622-007C0 314 1-13/16 1-1/2 3-9/16 1 2 1 2 6622-01000 1 2-1/16 1 1-3/4 1 4 1 2-5/16 1 2-5/16 Nominal Size Range 1", 1-1/4", 1-1/2" Type Swing Check, Maintenance -free Sealed Unit Material CPVC, Orange Seat ' EPDM End Connections Socket x Socket Socket x Special Reinforced (SR) Female Plastic Thread r 9 NOT FOR USE WITH COMPRESSED AIR OR GAS Made in the U S A - Page 2 Progressive Products from'Spears® Innovation and Technolo y Dimension Referenceinches, t 111 Socket x Socket SR Thread x Socket Nominal B CV Part Number Part Number Size A C D GPM) Socket SR Thread S1520-1000 S1520-10FSRSCO 1 1-11/16 2-5/16 2-15/16 4-9/16 2-5/8 33 S1520-12CO S1520-12FSRSCO 1-114 2-1/16 2-15116 3-518 -1/2 3-3/8 42 S1520-15CO S1520-15FSRSC0 1-112 2-7/16 3 3-11/16 -5/8 3-3/8 89 NOT FOR USE WITH COMPRESSED AIR OR GAS Made in the U S A - Page 2 Progressive Products from'Spears® Innovation and Technolo y FOR CPVC PIPE 0 POff0VSR-SC VANE TYPE WATERFLOW ALARM The Symbol of Protection SWITCH WITH RETARD AND GLUE -IN UNION AWARNING Installation must be perfomed by qualified personnel and in accordance with all national and local codes and ordinances. Shock hazard. Disconnect power source before servicing. Serious injury or death could result. Risk of explosion. Not for use in hazardous locations. Serious injury or death could result. The Model VSR-SG is a vane type waterflow switch for use on wet sprinkler systems using CPVC plastic fittings manufactured by Central Sprinkler Corp, Grinnell Sprinkler Corp., Spears Manufacturing Co, and IPEX Scepter) that use 1", 1-1/4", 1-1/2" or 2" pipe sizes It is equipped with a union to accommodate installation in confined spaces The unit contains two single pole double throw snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 gallons per minute (38 liters per minute) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period Installation (See Fig. I and 2) These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible The units should not be Installed within 6" (15 cm) of a valve, drain or filling which changes the direction of the waterflow The unit has a I" male fitting for gluing into a CPVC plastic TEE Loosen the union nut and separate the I" male fitting from the VSR-SG Glue the I" male fitting Into the TEE following the TEE manufacturer's instructions for preparation and gluing of CPVC piping systems (Note- The 1" male fitting must bottom out on the stop of the TEE for proper operation of the VSR-SG. See Fig. 1.) Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SG to the I" male fitting. Select the proper paddle for the pipe size and type of TEE used See Fig 3 and Fig. 5 for instructions CUL, UL and CSFM Listed Service Pressure: Up to 175 PSI (12,07 BAR) Flow Sensitivity Range for Signal: 4-10 GPM (15-38 LPM) - UL Maximum Surge: 18 FPS (5,5 m/s) Enclosure- Die-cast, red powdercoat finish No. 1144460: Cover held in place with tamper resistant screws No. 1144461: Tamper: Cover incorporates micro -switch Cover Tamper: Activated by cover removal Cover Tamper Switch Contacts: One set SPDT, Rated at 250VAC Cover Tamper Switch Terminations: 8" 22AWG wire leads Contact Ratings: Two sets of SPDT (Form C) 10 0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive 10 mAmps min at 24VDC Conduit Entrances: Two openings provided for 1/2" conduit Individual switch compartments suitable for dissimilar voltages Usage: Listed CPVC plastic piping systems manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp, Spears Manufacturing Co, NIBCO, and IPEX (Scepter). i Fits pipe sizes - I", 1-1/4", 1-1/2" and 2" Environmental Specifications: NEMA 4/IP55 rated enclosure suitable for indoor or outdoor use with factory installed gasket and die-cast housing Temperature range 40° F to 120° F (4,5° C to 49° C) - UL Stock Number: 1144460 1144461 w/TSK Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Replaceable Components: Retard/Switch Assembly, stock no. 1029030 on how to change paddle. Verify that the o -ring is properly positioned in its groove. Hand lighten the nut on the union afler orienting the device in the appropriate direction to detect waterflow as shown in Fig 2 A CAUTION Do not over -tighten the union nut, hand tighten only. The vane must not rub the inside of the TEE or bind in any way. The stem should move freely when operated by hand. Nore: Do not leave cover off for an extended period of time Inspection And Testing Check the operation of the unit by opening the inspector's test valve at the end of the sprinkler line or the drain and test connection, if an inspector's test valve is not provided I f there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SG is not recommended or advisable The frequency of the inspection and testing and its associated protective monitoring system should be in accordance with the applicable NFPA Codes and Standards and/or authority having jurisdiction (manufacturer recommends quarterly or more frequently) Potter Electric Signal Company, LLC • 2081 Craig Road, St Louis, MO, 63146-4161 • Phone- 800-325-3936/Canada 888-882-1833 • www. potters ignal.com PRINTED IN USA MFG #5401205 -REV E PAGE I OF 3 5/08 E)POTTER The Symbol of Protection Fig. 1 9- MINIMUM CLEARANCE REOUIRED FOR INSTALLATION OR REMOVAL OF DEVICL) FOR CPVC PIPE VSR-SG VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD AND GLUE -IN UNION Fig. 2 Optional Cover Tamper Retard Adjustment , Do.wr lrvec p/o,..,e Wp, I . MALE FITTING The delay can be adjusted by rotating the retard R1-rARo MUST BOTTOM OUT ON STOP adjustment knob from 0 to the max setting (60— DFUTMI:NI OB 90 seconds). The time delay should be set at the minimum required to prevent false alarms. r NO BUSHINGS. 1 li INSERTS OR J DwC 111062-1 ADAPTERS ARE PERMITTED Glue the 1" male filling into the TEE following the TEE manufacturer's instructions for preparation and gluing of CPVC piping systems. Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SG to the 1" male fitting. r Fig. 3 aWATE/ ECr P oF o A CAUTION - Imure than O•Mg Ism MOUNT SOANROw DWI:: #1063-3 O -M before ON ttA1E POIN01B K IN OIRI.CrION OI' Important: Insiallulgswstch O wAII.RFI.Ow 7 paddles are furnished with each unit I'MALI: FITTING to accommodate the various sizes and ON N.I. SI ES manufacturers of TEES. The paddles have raised lettering that shorn, the pipe size and t the TEE mau2rfachu rr they are to be used O DN'6A 1263.1A with. The proper paddle must be used. The paddle must be properly attached (see Fig. 3) and the screw that holds the paddle must be RUN OF THE T EE securely tightened. Flowing water activates MAY BF. 1'.I 1/4'. device in one direction only 1 1/2-, OR 2' Fig. 4 Typical Electrical Connections Notes: r I. The model VSR-SG has two switches,` one can be used to operate a central station, proprietary or remote signaling unit, while the other is used to operate a local audible or visual annunciator. 2. For supervised circuits see '`Switch Terminal Connections" drawing and caution note (Fig. 6). Fig. 5 Grinnell TEE TEE's manufactured prior 10 5/99 TEE's manufactured after 5/99 121 DWO. /1062-4 Notice: As of5/99 Grinnell has changed the design oftheir TEE fittings The now fitungswill wquire the use of the standard paddle, while you will still be required to use the paddle marked Grinnell on all fittings manufactured prior to this date Failure to install the correct paddle could cause the device to malfunction or operate nnpioperly NI:GArIvr oc ORNLUrRAL SITIN]i DC t I IOT AC LOW 7.ONC VANI.I. Cover Tamper Switch Shown with cover in place) ffl w11T) IRED) MILK) Fig. 6 Switch Terminal Connections Clamping Plate Terminal AWARNING An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections The wire must be severed, thereby providing supervision of the connection In the event that the wire become dislodged from under the terminal Failure to sever the wire may render the device inoperable risking severe property damage and loss of life A CAUTION Waterflow switches that are monitoring wet pipe sprinkler systems should not be used as the sole Initiating device to discharge AFFF, deluge, or chemical suppression systems Waterflow switches used for this application may result in unintended discharges caused by surges, trapped air, or short retard times PRINTED IN USA MFG. #5401205 - REV E PAGE 2 OF 3 5/08 FOR CPVC PIPE V R_SG , POTTER VANE TYPE WATERFLOW ALARM The Symbol of Protection SWITCH WITH RETARD AND GLUE -IN UNION Fig. 7 Break out thin section of cover when wiring both switches from one conduit entrance. Testing The frequency of inspection and testing for the Model VSR-SG and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SG is not recommended or advisable. A minimum flow of 10 GPM (38 LPM) is required to activate this device. Maintenance Inspect detectors monthly for leaks. If leaks are found, replace the detector. The VSR-SG waterflow switch should provide years of trouble-free service. The retard and switch assembly are easily field replaceable. In the unlikely event that either component does not perform properly, please order replacement retard switch assembly stock number 1029030. There is no maintenance required, only periodic testing and inspection. Important Notice Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. Removal To prevent accidental water damage, all control valves should be shut tight and the system completely drained before waterflow detectors are removed or replaced. Turn off electrical power to the detector, then disconnect wiring. Loosen union nut and separate unit from the glued in fitting. Gently lift the unit far enough to get your fingers under it. With your fingers, roll the vane so it will fit through the fitting while continuing to lift the waterflow detector. Lift detector clear of pipe. I PRINTED IN USA MFG #5401205 -REV E PAGE 3 OF 3 5/08 E)POTTER BELLS The Symbol of Protection PBA -AC & MBA -DC UL, ULC, and FM Approved @ USC <-> Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) 40" to 150°F (40° to 66°C) Outdoor use requires weatherproof backbox.) Termination: AC Bells - 4 No. 18 AWG stranded wires DC Bells - Terminal strip Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox Model BBX-1 deep weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" (101 mm) square electrical box for indoor use or on a model BBK- I weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001, ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: Size inches mm) Voltage Model Number Stock Number Current (Max.) Typical dB at 10 ft. (3m) (2) Minimum dB at 10 ft. (3m) (1) 6(150) 12VDC MBA 126 1750070 12A 85 76 8 (200) 12VDC MBA128 1750080 12A 90 77 10 (250) 12VDC MBA1210 1750060 12A 92 78 6 (150) 24VDC MBA246 1750100 06A 87 77 8 (200) 24VDC MBA248 1750110 06A 91 79 10 (250) 24VDC MBA2410 1750090 06A 94 80 6 (150) 24VAC PBA246 1806024 17A 91 78 8 (200) 24VAC PBA248 1808024 17A 94 77 10 (250) 24VAC PBA2410 1810024 17A 94 78 6(150) 120VAC PBA 1206 1806120 05A 92 83 8 (200) 120VAC PBA 1208 1808120 05A 99 84 10 (250) 120VAC PBA 12010 1810120 05A 99 86 Notes: I. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 1507 (-34° to 66°C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Signal Company • 2081 Craig Road, St Louis, MO, 63146-4161 • Phone 800-325-3936/Canada 888-882-1833 • wwwpottersignal corn PRINTED IN USA MKT #8850001 - REV V PAGE 1 OF 2 1 MFG 05400776 - 10/06 E)POTTER The Symbol of Protection DIMENSIONS INCHES (mm) FIG. 1 BELLS 10"- zso) s„ 200) 6., I 150) I l7 I I J 211/16" I 68) 111 DWGN776.1 FIG.3 BELLS PBA -AC & MBA -DC FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 1/2" CONDUIT ENTRANCE DWGU 776.2 Ll- WIRING (REAR VIEW) A.C. BELLS WIIITE (IN) WHITE (OUT) O FROM CONTROL PANEL OR PRECEDING BELL O BLACK IT BLACK MUT) CAUTION WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SIIOWN 5" 127) NO 1 ES: 1 WIIEN USING AC BELLS, TERMINATE EACII EXTRA WIRE SEPARATELY AFTER LAST BELL 2 END -OF -LINE RESISTOR ISNOT REQUIRED ON AC BELLS DWG# 776-J INSTALLATION I. The bell shall be installed in accordance with NFPA 13, 72, or local AHJ. The top of the device shall be no less than 90" AFF and not less than 6" below the ceiling. 2. Remove the gong. 3. Connect wiring (see Fig. 3). 4. Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). 5. Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). 6. Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). PRINTED IN USA MKT. #8850001 - REV V PAGE 2 OF 2 MFG #5400776-10106 40 30 10 IQ— w7 i,o r 1q i' r r. C 00 TYPE 1005P/ 1005/1005S GAUGES Applications Include compressors, filter regulators, medical equipment, automotive diagnostic, beverage dispensing, Industrial machinery and a vanety of other applications ACCURACY ASME B 401 Grade B (t3-2.3% of span) DULL SIZE 1 ye; 2: 24" 3'/i (for 4%r"available with steel case/ ring and plastic window, Type 1000, please contact factory) CASE MATERIAL I OD5P - ABS, black 1005- Black painted steel 1DOSS -Stainless steel (1'h-8 2 -only) Ophonal, tokir other Um black vent hole WETTED MATERIAL Bronze/brass Optional sockets, ruckelp/afed,Teflon taped, fop or side connections, throttle plugs SENSING ELEMENT Bourdon lube. Ashcroft patented Powerflex' movement CONNECTION Ya and y. NPT back and lower (1 yr -not available in 1/4 NPT back, 0i -Type 1000 available In A NPT lower orgy, consu0lactory) RANGES Vac -6000 psi and compound la 1S TYPE 1008A/AL GENERAL SERVICE GAUGE Applications Include hydraulic systems, machine tools, pressure washerstsprayers and a variety of other applications ACCURACY ASME B 40.1 Grade B (t3-2-3% of span) DIAL SIZE 63mm (2yr,100mm (4•) CASE d RING MATERIAL' 304 stainless steel, dry, liquid filled or held Tillable WETTED MATERIAL Bronze/brass SENSING ELEMENT Bourdon tube, Ashcroft patented PowerFW move- ment CONNECTION NPT lower and back Optional, metric and SAE connection RANGES Vac -1 5,00D psi and compound 40 60 m 70 e to 100 TYPE 1001T PANEL GAUGE Applications Include instrument panels, air-conditioning equipment, air and gas compressors, machine tools and a variety of other applications ACCURACY ASME B 401 Grade B [13-2-3% of span) DIAL SIZE 1$ 7, 2; 2yr ;3'/r - CASE MATERIAL Black painted steel WETTED MATERIAL Bronzelbrass SENSING ELEMENT Bourdon tube. Ashcroft patented PowerFlex' movement CONNECTION A NPT back, A NPT back RANGES Vac -6000 psi and compound 10111 TYPE 3005 / 3005P HYDRAULIC GAUGE Applications include hydraulic systems, machine toots, pressure washers/sprayers, compressors, ,mgafion equiptment and a vanety of other applications ACCURACY ASME B 401 Grade B (1:3.2-3% of span) DIAL SIZE 63mm (2yr1 CASE MATERIAL 3005 - 304 stainless steel, dry, liquid filled or field Tillable 3005P - Black ABS dry or glycerine filled WETTED MATERIAL Bronze/brass SENSING ELEMENT Bourdon tube. Ashcroft patented PowerFWmove- ment CONNECTION 3005 - V. NPT lower and back 3005P - A NPT lower Optional, metric and SAE connection RANGES Vac -15,000 psi and compound Commercial Gauge Quick Guide All Gouges Are Not Created Equal... Only Ashcroft* commercial pressure gauges offer the exclusive, patented PolverFlex" movement. The Ashcroft PolverF/atr" movement provides a high level of reliability and durability. a Superior shock resistance a Exceptional vibration t resistance Excellent pulsation performance Outstanding durability 1 Helps ensure safety Reduces manufacturing costs klo As, Helps assure a quality process Reduces Inspection costs In addition, with Ashcroft commercial pressure gauges you get: Broad product selection 23mm to 4W dial sizes Ranges from vacuum to 15,000 psi Wide variety of case styles and materials Customized logos, dials and pressure connections available. Ashcroft commercial pressure gauges also provide True Zero" indication. True Zero" Ashcroft Inc . 250 East Main Street is true indication of zero pressure being Stratford, CT 06614-5145 USA Tel 203-378-8281 • Fax, 203-385-0408 applied to the gauge. www.ashcroft.com IW 7N 7fr ;, r0o ""' 1r0 w /10 r FT yam' cairn• TYPE 1005M, XRG AGRICULTURAL AMMONIA This product was designed 10 withstand rug- ged agricultural applications Features Include stainless lube and socket, In addition to glass window, necessary for anhydrous ammonia applications ACCURACY ASME B 401 Grade B (13.2-3% of span) DIAL SIZE 2'/? - CASE MATERIAL Black painted steel Optional stainless clad aluminum Type 1005SM) WETTED MATERIAL 316 stainless steellsleel SENSING ELEMENT Bourdon tube, Ashcroft patented PowerFWmove- ment CONNEC71ON A NPT lower Optional 0 020 "orifice stainless steel throttle plug RANGES 0/60 psi, 0/150 psi, O/400 psi a , r y TYPE 1005M,)M5 REFRIGERANT AMMONIA This product was designed to meet the require- ments of refrigerant ammonia applications Features include enhanced leak integrity plus dual scale (psihemp) dial necessary for these applications. ACCURACY ASME B 401 Grade B (t3-2-3% of span) DIAL SIZE 2yr"3Yr CASE MATERIAL Black painted steel Optional, ABS (Type 1005PM), stainless clad alumi- num (Type 10055M) WETTED MATERIAL 316 stainless steelfsteel SENSING ELEMENT Bourdon tube, Ashcroft patented PowerF/ex'move- ment CONNECTION A NPT lower RANGES 30 in Hg VaN0/150 psi, 30 in Hg VaN0/300 psi with equivalent ammonia temperature scales All ranges listed may not be available in all sizes/connections Please consult individual spec sheets BULLETIN CGOG-1 9 Commercial Gauge Quick Guide tri•• I'ivr. rD 1S° IIO' 90 TD 6 60 740 70 770 4Cew l These gauges are UL -393 listed, UL of Canada listed and FM approved for fire protection , sprinkler service for either water or air systems ACCURACY ASME B 40.1 Grade B (13.2.3% of span) DIAL SIZE 3W CASE MATERIAL ABS/polycarbonate blend WETTED MATERIAL Bronzetbrass SENSING ELEMENT Bourdon lube, Ashcroft patented PowerFi&r move- ment CONNECTION V. NPT lower RANGES 0.300 psi (water), 0-80 psi retard to 250 psi (air) LOOM FOR (NESE A6ENCY MARKS ON OUR PRODUC75 FM OLISTED so too » M 100 t rYt Ile - 140 1 ai' r 1 F AnalvF• TYPE 4DDDG150DDG DIRECT DRIVE GAUGE Typical applications include filter regulator lubrlcalors, portable compressors, air tanks, industrial machinery and a variety of other applications Excellent shock resistance ACCURACY ASME B 401 Grade B (:3.2-3% of span) DIAL SIZE 40mm (1 yi • / or 50mm (2 ) CASE MATERIAL ABS polycarbonate blend, black WETTED MATERIAL Beryllium copper coil, silicone dampened Integral ABS poycarbonate blend socket Optional, y, NPT or F/. NPT brass, throttle plug SENSING ELEMENT Spiral wound Bourdon tube CONNECTION 40mm - yr NPT back 50mm - y, NPT or y. NPT back RANGES 0.60 psi (180' arc). 0.100 psi, 0.160 psi, 0-200 psi, 0.300 psi, 0.400 psi (235' arc) For optimum gauge life, select a gauge with a lull scale pressure range of approximately twice the maximum excursion pressure Consu4 factory for high cycle hle applications I` 7 r 11 TYPE 1007P,XOR REFRIGERATION MANIFOLD Typical applications include checking or servic- ing refrigerant levels in automotive, residential or industrial air-conditioning units, refrigerant recovery and reclamation units, refrigerant transport systems and large scale air- conditioning and chilling equipment ACCURACY x1% at zero, 1;2% three fourths of scale, :5q last fourth of scale DIAL SIZE -01, 2h- IF 1 CASEMATERIAL ABS, red (high pressure) ABS, blue (low pressure) Optional, black, ABS WETTED MATERIAL Bronzetbrass SENSING ELEMENT Bourdon lube, Ashcroft patented PowerF/ex" move- ment with Flutter Guard" CONNECTION A NPT lower - RANGES VaciO/120 psi retard to 250 psi, 01500 psi VactOW psi retard to 800 psi, NOO psi Optional alternate refrigerant ranges Note: for panel mount refrigeration gauges (recov- ery, recycling) see Type 10017 options X711 50110 i TYPE 23DDG MINIGAUGET" PRESSURE GAUGE These gauges are perfect for a multitude of applications where a 1 Vi -conventional size gauge is too large, such as mini-FRUs, pneumatic stack valves and air compressors ACCURACY s5% of span DIAL SIZE 23mm (0.9061 CASE MATERIAL ABS blend, black WETTED MATERIAL Beryllium copper lube/brass socket SENSING ELEMENT Spiral wound Bourdon tube CONNECTION yr NPT back with 15mm [Vj1 wrench flats. Optional, throttle plugs, PT 4-(JIS) and R iib" BSPT) threads RANGES 60 psi -100 psi (180° dial arc) 160 psi -300 psi (235° dial arc) 40, a p 70 30 _ o= q p TYPE 2071 CONTRACTOR GAUGE These gauges are designed to meet the needs of heating, ventilating, plumbing and air- conditioning contractors ACCURACY ASME B 401 Grade A (t2-1-2% of span) DIAL SIZE 4% - CASE & RING MATERIAL Aluminum with back-Ilange case, painted black, chrome plated ring WETTED MATERIAL Bronze/brass soldered, siphon required for steam service SENSING ELEMENT Bourdon tube, Ashcroft patented PowerFlex move- ment CONNECTION Y, NPT lower Optional, throttle plugs RANGES Vac -600 psi and compound 31MO! 7i000 F/f, rOOILasCACn• TYPE 12DDG/15DDG DIRECT DRIVE GAUGE Applications Include pumps, air compresors, portable tire inllalors, portable oxygen equip mart, self-contained breathing apparatus, portable industrial gas cylinders and a variety of other apphcahons ACCURACY Standard 22% at setpoint (setpornl is normally 50% of range) UL listed s3 5% of span of middle three-fifths of scale DIAL SIZE 1 Y.-,1 yr' CASE MATERIAL Stainless steel, sealed WETTED MATERIAL Beryllium copper tube/brass socket SENSING ELEMENT Spiral wound Bourdon tube Optional, silicone dampened tube, silicone - filled tube CONNECTION y, NPT back, safety plug in 1500 psi -4000 psi ranges Optional,'/.NPT back, throttle plugs RANGES 0/60 psi, 0/100 psi, 0/160 psi, 02DO psi, 01300 psi, 0/700 psi, 0/1,200 psi, 0/1,500 psi 02,000 psi, 0/3.000 psi, 0/4,000 psi Q"A,% CROFT teeo.1 o, Pgt„URe a,m oau,Rai TYPE D1005PS GENERAL DIGITAL GAUGE This product is an excellent choice for a wide variety of pressure measurement applications When compared to mechanical gauges the D1005PS offers overall enhanced value ACCURACY 10 5% of span CASE SIZE 2Y, - CASE MATERIAL Noryla WETTED MATERIALS 17.4 PH stainless steel sensor, 316 stainless steel socket SOCKET SIZE % NPT CONNECTION Lower (6 o'clock), 3.9 and 12 o'clock RANGES Vat. thru 19.999, including compound POWER SOURCE Two AAA alkaline batteries BATTERY LIFE 1000 hrs OPERATING TEMPERATURE 14/140'F (-10/60'C) STORAGE TEMPERATURE -4/158-F(-20(70'C) AGENCY APPROVALS CE, EN 61326 (1998) CE, EN 61326 Annex A (heavy industrial) LOOM FOR THIS AGENCY MARK ON OUR PRODUCTS CE TYPE MFX FIRE EXTINGUISHER GAUGE These products are designed for use on portable lire extinguishers and systems ACCURACY Conforms to applicable UL specs' DIAL SIZE 1 y.-,1 yl" CASE MATERIAL Stainless steel, sealed WETTED MATERIAL Beryllium copper/brass SENSING ELEMENT Spiral wound Bourdon tube Optional, silmne-hlled tube Spiral tube, beryllium copper CONNECTION y, NPT back Optional,'special socket conhguralrons RANGES Maximum scale pressure from 200 psi to 1200 psi UL 299 UL 626 UL 1058 UL 1093 All ranges listed may not be available In all sizes/connections Please consult Individual spec sheets SP3108/07 ECEIVE 1 D , DEC 21 2017 7 F CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I1 -3'i -5g Documented Construction Value: S 776.00 Job Address: 302 Merry Brook Circle Sanford FL .32771 Historic District: Yes No Parcel ID: 27-19-30-506-0000-2520 Residential [0 Commercial Type of Work: New Z Addition Alteration Repair Demo Change of Use Move Description of Work: SCREEN INSERT AT REAR LANAI Plan Review Contact Person: Emily Silva Title: Screen Manager Phone: 407-363-9800 Fax: 407-985-2815 Email: emily.silvertreng0gmad.com ma sops .USPropertyOwnerInformation Name Taylor Morrison Phone: 407-629-0077 Street: 2600 Lake Lucien Drive suite 350 Resident of property? : No City, State Zip: Maitland, FL 32751 Contractor Information Name Silver Trend, Inc_ / Jose Julio Da Silva Phone: 407-363-9800 X 1 Street: 1710 Premier Row. Fax: 407-985-2815 City, State Zip: Orlando, FL 32809 State License No.: SCC131149963 Arch itecVEng 1 neer Information Name: • Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address:' WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date. 5t1 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 4.1 a Owner/Agent Date Jose Julio Da Silva Print Owner/Agent's Name ad- I Si at FAOUINI UE MY COMMISSION r FF 907001 EXPIRES: August 5 2019 7 P R Bonded Thru Notary Pubk unaawfl-a 4 IZ 17 lure tractor/Agent Date Jose Julio Da Silva Pnnt Contractor/Agent's Name IWYSSOL FAOUINI UE MY COMMISSION i FF 907001 EXPIRES: August 5, 2019 Bonded Thiu winry Pubk Undennrbn Owner/Agent is V Personally Known to Me or Contractor/Agent is _Y/— Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[-] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes: No # of Heads APPROVALS: ZONING: 117,110 UTILITIES: ENGINEERING: COMMENTS: FIRE: ScYveh Yl Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No IN WASTE WATER: BUILDING: SF 15-1$ Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE BP#• ! I - 3758 Address: 502- a.tkk-( %Reis i BMLDSKts )PENMT Iain Max Ins ection Description Footer / Setback Stemwall j y Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / FilI / Down Cell Sheathing — Walls - Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern D 1 / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo ie Final Single Family Residence Final Building Other REWSE D: June 2014 iiC E:Et'CRL 4Q:'PEEELVi[°C . Min Max Inspection Description Electric Under and Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final -- iY. RFlQC, 1 •k •\,*/I W7VriS }i ..ipi .TiT.1iOCM.9lf,f'f i.. Min Max Inspection (Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final fli'SG.0CI't'iil.`r'YI N LrC,' l S >. `? i. '•. Min Max Inspection Description Mechanical Rough Mechanical Final woo Min Inspection HDescra tion Gas Underground Gas Rough 11 1 Gas Final 12/14/2017 SCPA Parcel View: 27-19-30-506-0000-2520 Property Record Card VA Parcel: 27-19-30-506-0000-2520 Owner: TAYLOR MORRISON OF FL INC a w+aLoowry raoHa Property Address: 302 MERRY BROOK CIR SANFORD, FL 32771 Parcel Information Value Summary Parcel 27-19-30-506-0000-2520 Owner TAYLOR MORRISON OF FL INC Property Address 302 MERRY BROOK CIR SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 5 Tax District S1-SANFORD DOR Use Code 00 -VACANT RESIDENTIAL Exemptions Land Value Ag JusVMarkel Value " Tax Amount without SOH: $227.89 2017 Tax Bill Amount $227.89 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments. Legal Description LOT 252 THORNBROOKE PHASE 5 PB 81 PGS 68 8 69 Taxes ------- ---- -- -- — -- — - Taxing Authority 2018 Working Values 2017 Certified Values Valuation Method Number of Buildings Cost/Market 0 — Cost/Market 0 Depredated Bldg Value 0 18,300 City Sanford Depredated EXFT Value 0 0 Land Value (Market) 18,300 18,300 Land Value Ag JusVMarkel Value " County Bonds 18,300 0 9,667 18,300 Portability Adj Save Our Homes Adj Amendment 1 Adj 0 18,300 P&G Adj 0 0 Assessed Value 0 8,633 Tax Amount without SOH: $227.89 2017 Tax Bill Amount $227.89 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments. Legal Description LOT 252 THORNBROOKE PHASE 5 PB 81 PGS 68 8 69 Taxes ------- ---- -- -- — -- — - Taxing Authority Assessment Value Exempt Values Taxable Value Units Units Price County General Fund Schools 0 18,300 0 0 0 18,300 City Sanford 0 0 0 SJWM(Saint Johns Water Management) 0 0 — 0 County Bonds 0 0 0 Sales Description Date Book Page Amount Qualified Vac/Imp I No Sales Find Comparable SaM Land Method Frontage Depth Units Units Price Land Value LOT 1 I 18,300.00 ; $18,300 Building Information —_— —_ - -----_ —_I Permits Permit # 71 Description Agency Amount CO Dale Permit Date http://parcoldetaii.scpafl.org/ParceiDetailinfo.aspx?PID=27193050600002520 1/2 1 Home Orders Inspections Reports Manager V Order Management Orders Receive Order ' Received To Do Pending Aooroval Complete Alerts Unread Notes Cancellations Reschedules Change Orders Over Shipped Orders Pending Back Charges 0 Sign Out Taylor Morrison Florida - Orlando Division Silver Trend, Inc. Tatiana Barroso Help Order Information Additional Views Builder's Account -739904544 Ordeiyew Schedule Number. TYPe Purchase Order View Documents Builder's Omer Number: 16611301_008045 Order Status: Received View Printable Builder Status: Permit Not AvailableNumber. View Builder Format Job: 000252 302 Mem Brook Circle View Job Ootions Job Start Date: 7/11/2017 EPO's Created For Job Completed Back Charges Total Cancelled Back Charges Detail Notes Pending Reschedules Job Address Pending Change Orders 1,001.00 Tax: 302 Mem Brook Circle Total: Sanford, FL 32771 Additional Links Manual Order Entry Plan / Elevation / swing: Order Search 2028022C (Birch [NFL] Classic) / See Start / R Builder Complete Subdivision / Phase: Cleanup Thombrooke 25s - 16611301 / Phase 0 Transmitted Orders List Show Jobs With Active Lot / Bim: Orders 000252 / "N/A" To Do Calendar Supplier's Order Number. Task Filter: Task: Requested Start Date: Acknowledged Start Date: Note to Builder: O CC Me on Acknowledgement History Change Requests Options Billing Information Shipping Information Thombrooke 25s 000252_302 Merry Brook Circle 2600 Lake Lucien Drive 302 Merry Brook Cirde Suite 350 Sanford, FL 32771 Maitland, FL 32751 Contact Information: Contact Information: Ron Harter 407) 629-0077 (407) 259-0739 kcarter0taviorm nison.com rhaner0tavlormorrison.com Supplier Order Information I Detail Shen Install 133415 [16611301_008045 R] 1/29/2018 1/29/2018 A Builder SKU Description Order Received CONTRACT ODLV - Screen Enclosure 1 for Standard Lanai CONTRACT ODLV - Screen Enclosure I 1 for Standard Lanai O Indicates a Required field l Home l "gnOut l Copyright ® 2000 Hyphen Solutions, LLC..AII Rights Reserved. SID: COWebP18 n Update Supplier Info End Date: 1/29/2018 End Date: 1/29/2018 UOM Unit Price Total 0 EA $776.00 776.00 0 EA $225.00 225.00 Subtotal: 1,001.00 Tax: 0.00 Total: 1,001.00 Select an action — • Update hffnc•//www hvnhpncnlntinnc rnm/MH?Rnnnlv10rrlPmInrrlPrnPtail acn7nrrlpr0A9;Fir1-1f1Q7R71RQAfiltAr0/FFarrnnnta6..8;Fir1-Nl11 1 AfiltnrOARFcnhrtivicinnab. 1/1 O N E o 0 NOTES: 0 Z t U Y 1. ALL OPEN AREA'S ARE E N ?,LL Ti sow a QOo t v F- J M fA M TO BE COVERED WITH SCREEN E LL Q 9 Ct N ppV Em is moma z o 2. DOOR LOCATION MAY VARY o W n 0 E L u E tQ m G CC c L) 16 m c UQ l6 c O o O lzz9fOQQ m O cv c R •c o La m LL 'B 01 LL tlN H N a eetrolf O C a O d Ir 9 1x2 1x2 1x2 o 00 2x2 LO O l e 48 M 4 Q O X N X N U O OdLLOO U 2x3 2x3 o w M ac G 1x2 1x2 7'-0" 3'-0" 7'-0" 17'-0 16" KICK PLATE TYP CF 2'x2' GIRT REAR ELEVATION cn J z Z a a a w ui W m O COZ Q w O ROLL FORM 10 x 3/4' AT 12' O.C. KICK PLATE TRIM W Z CC aZCCLUta Z c/i YJWWWQ 0 N p a a f- CC0 16' X.024 KICK PLATE TYP a Q Z WOLL WZOW(-)U)op i z W vLLOF22 W 8(p8 ox JZ Q3 o> EC z aWOO=aZO v0 om-p¢O 1"x2'OPENBACK a Q Z - . c F e e e BASE PLATE TYP. sa 0 y a j fl2pZlr Q njZ=a TYPICAL KICK PLATE DETAIL D D W, Q tt NO SCALE 1 10 O N E o 0 0 Z t U Y J E N ?,LL Ti sow a QOo t v F- J M fA M E LL Q 9 Ct N ppV Em is moma z o O N E o 0 0 Z t U Y J E N ?,LL Ti sow a QOo tv F- J M fA M E LL Q 9 Ct N ppV Em is moma z o a°. g e iP > o W n 0 E L u E tQ m c L) 16 m c UQ l6 c O m •7 1L m O cv c R •c o La m LL 'B 01 tlN H N a eetrolf DESCRIPTION AS FURNISHED: Lots 249, 250, 251, 252, 253, 254, 255 and 256, THORNBROOKE PHASE 5,c recorded in Plot Book 81, Pages 68 through 69 of the Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Taylor Morrison of Florida, Inc. AX&A 2267 DRIVEWAI - 255 SK)rwAt T: 159 SOC 563 PROPOSED-FINSH£D SPOT GRADE Q ELEVATIONS PER DRAINAGE PLANS TRACT B (LANDSCAPE/OPEN SPACE/SIGNAGE/WALL/FENCE/I/Iu"ES) )v DDeD9•Or3" W 22.33' 22.00' 22.00' 22.00' 22.00' 10.00' LOT 256 ---"!0.O0iOT 255 1-,!O.00'LOT 254 1 LOT 253 10.00L"0.00 LOT 252 nc LANK LVr W.091 LANK LT 2.;95 N ko LIVING 894 PLOT PLAN ONLY' NOT A SURVEY) 0 co PZ-E, ENTRY PROPOSED INFORRAT1ON SHOWN Yn PAVER EW -,W '36 BASED ON SUPPLIED PLAN IX) O 16.8' AND/ i+R tNSTRUL TIONS PER s. 3 3' CLiENT(NOT FIRIFFIELDVEIED) j BREEZEWAY . N/A 3 1.349 1.330 PALER 225 m C a RI* . 179 LOT 247 APRON • 51 AX&A 2267 DRIVEWAI - 255 SK)rwAt T: 159 SOC 563 PROPOSED-FINSH£D SPOT GRADE Q ELEVATIONS PER DRAINAGE PLANS TRACT B (LANDSCAPE/OPEN SPACE/SIGNAGE/WALL/FENCE/I/Iu"ES) )v DDeD9•Or3" W 22.33' 22.00' 22.00' 22.00' 22.00' 10.00' LOT 256 ---"!0.O0iOT 255 1-,!O.00'LOT 254 1 LOT 253 10.00L"0.00 LOT 252 nc LANK LVr W.091 LANK LT 2.;95 LAWN LIVING 894 m LANK 589 GARAGE • 249 PZ-E, ENTRY LANA . 93 LAW! 93 PAVER EW -,W '36 BREEZEWAY = N/A i 7.r 16.8' LAN41 • 102 3 3' PAVER WALKWAY . 6 BREEZEWAY . N/A 3 1.349 1.330 PALER 225 m I OT 179 RI* . 179 A /D PAD 9A/C APRON • 51 i PAVER SIDEW41. = 112 PAVER M•ALF.MAI 48 L3 DRIVE WALT( DRIVEA•PERWJU5 • 60O A ARFA • 2.300 NiRY DRA WAY . 451 1.25 4 SBL • 1t8 SOD SOD =392 SOC . 25.00' OFF LOF ARLAWLEK 3 25.00' 3 25.00' 25.00 R/A . '76 c PROPOSED • 2.0' PROPOSED APRON 31 PROPOSED PROPOSED SIDEMALK_ . 110 PROPOSED AX&A 2267 DRIVEWAI - 255 SK)rwAt T: 159 SOC 563 PROPOSED-FINSH£D SPOT GRADE Q ELEVATIONS PER DRAINAGE PLANS TRACT B (LANDSCAPE/OPEN SPACE/SIGNAGE/WALL/FENCE/I/Iu"ES) )v DDeD9•Or3" W 22.33' 22.00' 22.00' 22.00' 22.00' 10.00' LOT 256 ---"!0.O0iOT 255 1-,!O.00'LOT 254 1 LOT 253 10.00L"0.00 LOT 252 nc LANK 16' LANK LT 2.;95 LAWN LIVING • 770 m LANK 589ENTRY - PZ-E, ENTRY LANA . 93 LAW! 93 BREEZEIYAY • N/A BREEZEWAY = N/A i 7.r 16.8' AIC PAD 6 3 3' PAVER WALKWAY . 6 IMPERVIOLIS • 67 7 3 1.349 1.330 SOD • 7 SOD 7 I OT 179 RI* . 179 APRON • 51 APRON • 51 i PAVER SIDEW41. = 112 SOD t6 SOD tfi DRIVE WALT( DRIVE AREA• ?.36< ARFA • 2.300 NiRY DRA WAY . 451 SIDEWALK . 118 SBL • 1t8 SOD SOD =392 29.58' 25.00' r2.0' 3 3 25.00' 3 25.00' 25.00 3 c PROPOSED • 2.0' PROPOSED PROPOSED PROPOSED ANIAReDGTH PROPOSED ATTACHED h ATTACHED h Co"C. C25' AVCW ATTACHED. n 22.00' ATTACHED i^n ATTACHED h RESIDENCE o n RESIDENCE PAVER ORNEIA'AY=225 A/C PAD • 9 PAVER WALKWAY• 49 IMPERVIOUS: 60.SA4 SOD . 327 LOT AREA R/W = 176 APRON 30 SJDEWALK . 1 t0 RESIDENCE o o RESIDENCE RESIDENCE n MI5 61rrt.MNO/PROPERTY DOLS NOT UE WTHIN foo I loo wi CO 00 THE ESTABLISHED 100 TEAR FLOOD PLANE AS PER so Sol 20ME X 10 12117C 0055 F ul H h IMLLOW REDWOOD 81RCH BIRCH PAVER PAVER PAVERn 24 7' Mi PAVER TRY ' EN9' 9' c EMRY CURVE I DELTA RADIUS LENGTH CHORD CHORD BEARING C1 05'56'10' 65.00' 6.73' 6.73' S D3'07' ' C2 20'36'45' 65.00' 23.38' 23.26' S 16'2335' E (Y 22.00' 22. DO' 22.33' 10.00' 10.00' 10.00' O In S LOT 251 AC LdLOT250LOT249 L O 5.2 16.8' 20.0 7.2' l7 LAN41 b LANK co 3' 16.8 s F m co d ON U g7.2 UNE _ LOT 2684 LOT 241 ti ARCA 3 3 "T PROPOSED ^ PROPOSED i1 PROPOSED ATTACHED n ATTACHED VT - ATTACHED 2.0 RESIDENCE a o RESIDENCE a o RESIDENCE OMi 1 00 to Uf REDWOOD REDWOOD WILLOW 1'T a PAVER PAVER 5_Ac! ON ON Lor L:ALCS- ON Lor AREA Cafes• SOCWtE FEET iDi;FRE FM 34.7' • i2.7' 10.0' 4 10.0' 12.7' 10 34.7' Cr1Z U,Jr.-1V1V1-r-/ 1 -v-.11Z 16' LT 2.;95 L"=2.121 LIVING • 770 LA*W - 770 GAA' PAVVER 589ENTRY - PZ-E, ENTRY LANA . 93 LAW! 93 BREEZEIYAY • N/A BREEZEWAY = N/A PAVER DR•v£wAY=44 PAVER DRIVEWAY. AIC PAD 6 AJC PAD . P PAVER WALKWAY . 6 PAVER WALKWAY . 6 IMPERVIOLIS • 67 7 FMERVIO'JS • 62.7 1.349 1.330 SOD • 7 SOD 7 I OT 179 RI* . 179 APRON • 51 APRON • 51 SK)EWALK . it: SIDEW41. = 112 SOD t6 SOD tfi DRIVE WALT( DRIVE AREA• ?.36< ARFA • 2.300 DRIVEWAY . SDo DRA WAY . 451 SIDEWALK . 118 SBL • 1t8 SOD SOD =392 34.7' • i2.7' 10.0' 4 10.0' 12.7' 10 34.7' Cr1Z U,Jr.-1V1V1-r-/ 1 -v-.11Z 16' 9' 9' FM)(T ON LDE TTP1rAL 4.. 9' jP 9' 16' LOT 242. 24.T 246 LOT 244 LIR 245 ON LOT AREA CALLS: ON LOT AREA CALLS: Y LL CLIIDED fN 9IPERVIOUS AREA mn Q moatsat LLtVAf1IE Y11A PAVERk PAVER RAlI, RAIDKIOI ADIAL ii SOLMRE FFEY SOLIARE FEET LAM 2.090DRIVEDRIVELUT :'?,opo PAVER PAVER PAVER PAVER VER PAVER VER PAVER PAVER1 PAVER PAVERI PAVER item = 994 LN2NL 82482 DRIVE WALT( DRIVE DRIVE ALK WALK WALK WALK DRIVE WALK DRIVE DRIVE GARAGE . 249 PAVED. ENiPT' . ,16 GARAOf = 259 PAVER En7RY . 69 29.58' 25.00' 25.00' 25.00' 25.00' 25.00' 25.00' 25.00 LANAI • 1112 LA/44 • 102 ON ANIARe DGTH EPrt. BREEZEWAY . N/A PAVER MVEWAY. 26' Co"C. C25' AVCW NIT Cl 15.28OrT22.00' 10' 22.00' T. 22.00' 22.00' s WALK 22.00' 22.33' PAVER ORNEIA'AY=225 A/C PAD • 9 PAVER WALKWAY• 49 IMPERVIOUS: 60.SA4 SOD . 327 LOT AREA R/W = 176 APRON 30 SJDEWALK . 1 t0 DROVEIVAY . 261 A/' PAD • 9 PAVER AALKWAY. 25 1RPE9M1S a 1,294 1X SOD R/W ' . 176 AFIRON = 30 SIDEWALK . 110 CERTIFIED BY: TEAM x. GRU! Cr1Z U,Jr.-1V1V1-r-/ 1 -v-.11Z 0 ( LEGEND OL. FM)(T ON LDE TTP1rAL 4.. PLAT iu AfLw L< C• i°RA AY 155 IISICEWALK . t59 rVILP= HK CLIIDED fN 9IPERVIOUS AREA mn Q moatsat LLtVAf1IE UDED N 91PERVIOf/S AREA LPI. SON RAlI, RAIDKIOI ADIAL ii ASSOC,INC. fAON R® IIA FODLT or 9E611NINO P.T. GL COME IbUA]1T at PMNT W =sdN=LCVT DESC. SET 10 . 1R' la../AL1 45% PAX PCN MrEM ISFEMCWX Ip11MOIT R u Karvmv FE. FIMSWb F.ai ELEVATION L CERTIFIED BY: TEAM x. GRU! SOD 36 2.265 SOD 36 AfirA 2.2669-8.)N 00009'03" WAREA 4NDTE: PAVER REPS AIDE NOi MERRY BROOK NOTE• PAYER LIENS ARE NOTCIRCLE (40' R/W) TRACT A i°RA AY 155 IISICEWALK . t59 29T SIDEWALK 1SIDEWALF 35 CLIIDED fN 9IPERVIOUS AREA UDED N 91PERVIOf/S AREA f SCID = Sfi3 _ Soil 578 OTT ASSOC,INC. LAND SUR VEYORS E. E DR FL. 8284.36407)-277-3232 AX(407 IMIM LM D LELTA IIOIES: SCALE 1' . 20'- LwAwN W. " RAN Taw FEMfx u CHM MEAMD6 1. tIE ulnoRSTc1eD ODES LLER®r caY1MY RMT t+u su+a tr LaE s 11[ wsUw -7fTte actt sLINWlea6 SET IxRtN tW a y1DE1t NIX F009FTOU VIL ViLLRT IW F_011VA BOARD OF PROFEl901W. LAVA SUIVEYORS W CINPRR Sd-17 OF IW FLORIDA AVORISINGDVE CODE 1734-17CR lett CIwvA1TAK & K 3DOOMMA MS[ EMl 2 LNIESS DV90SSe MIM sLwvroR'S SEAL TNS S 4,y 6 ADT VMA AND 6 PREsDm TCR MDRMA1foNAL PUIPDSFS OAMT: PLOT PLAN 05-17-17 A OMIT OF TAWMT ILLD IML L NTA 1 ALS SLNVEY MEAS POMPANO FROM TIRE WORWIPON n0OWSHED TO FIE SURVEYOR MERE AMY 16 OTHER RESINCIX 6 ON M/V MENT-6-VAY lW LISELIEARS TIMI AfiECi 7>!Q PROPERTY ANIAReDGTH EPrt. EASOOIf 4. NO IRDERGROFAD LINROVOKARS HAVE KrN LOCATED L*U3S ORERM6E SHOW t CMERLDE NORTH S INS SURVEY 6 IIPlPARED FOR INE SOLE W EM OF WDSE CERIVIED TO NO SURD MDT DE vp. VITEA RM RMCD AOR 9Y ANY DOER viltrY. MI5 61rrt.MNO/PROPERTY DOLS NOT UE WTHIN 6 DD¢T+SJOW 9 -ORM FOR IW LOCATION OF 40MOMMOrS IEAMN SNOMAD NOT BE USED TO RECONSINLIM BOUNDARY LIES. I TRY' 7. BEARWS. ARE BASED ASSLANED DANS AND ON TINE LLAE POW AS 945E BEARING IDB.) THE ESTABLISHED 100 TEAR FLOOD PLANE AS PER a ELEYATTDIS. R SHOW ARE BASED ON RAT.TNk OEOORK• VTJ WAL DAITIN OF 1929. LkAESc OTNERIMSE NOTED Sol 20ME X YAP 1 12117C 0055 F D. 0ERWMd1E OF AUDiORIIATON No. 4596 AAF GU/DE TO ALUM/NUM CONSTRUCT/ON /N HIGH WIND AREAS Chapter 3/Screen Walls & Balconies AAF Guide as Referenced by: F.B.C. B 2002.4.1 & Homeowner: Taylor Morrison Designer: Alexander Medina F.B.C. R 301.2.1.1.1 Site Address: 302 Merry Brook Cir. Sanford, FI.32771 Ultimate Wind Speed 140 mph Builder: Silver Trend Inc Date: 12 / 20 / 2017 Nominal Wind Speed mph Overall Dimensions: Len the 17-0• g (ft) Width (ft) Structure is attaching to: conc block Height @ Attachment: 8.'27 (ft) Attaching to: Concrete V Lumber V Other Overall Height 8'4" (ft) Walls 5uvnortino Guard Rai/ A) Select Girt: (Table 301 --page Load Width: Span Select 4 B) Select Column: (Table 302_ page_) Load Width: Span Select A) Select Girt : (Table 302_page ) Load Width: 7'-0' Span 7'-0• Select 2x3 B) Select Column: (Table 302_page_) Load Width: T-0• Span 8'"2^ Select 2x4 Exposure: El B C D Lw- nT 0 c O m NO r O mCL OCOPYRIGHT 2010 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA SIZE VARIES POST SPACING 3 REFER TO TABLE 304.,x„ W/ W j 1" X 2" VERTICAL a POST/COLUMN PERIMETER (TYPICAL) 1" X 2" OB PERIMETER SELECT PER TABLE 304 P- i j t 8Y WINO ZONE C4 CS CHAIR RAIL (GIRT) 1 l7 3 3 DESIGNED USING TABLE 301 JLu OR 304 BY WINO ZONE Y' sh . KICKPLATE RAIL (GIRT) DESIGNED USING TABLE ORJ04 BY WINO ZONE i .. ii'. i'i.iiii i. i.i ... i. i.. ii..'....-..... i.'...i... ii. i. ii.". i. i'i .'/..-...".... ICKPLATE/HEIGHT VARIES I HEI.G.HT VA.R.IE.S."%: K. W/ W j fp P- i j t J F 6s W t~if i 1 l7 a 3 °o 3 a JLu vi 10MMM/ 1 C3 3 7 SCREEN WALL ELEVATION (WITHOUT GUARDRAIL NOT SUPPORTING ROOF) Chapter 3 - Screened Walls & Balconies X 2 OB 0 PERIMETER Y I II FER TO NOTE #I - TH S III IIII PICKETS MAY BE 1" SQUARE i ISNO 5) AT 4-7/8' (Max) O.C. I OR, %" SQUARE (ISMO 13) I I AT 4-5/8" (MAX) O.C. (SEE I I I FASTENING NOTE BELOW) I lI t 08 XI FAQs G S. TSP j NOsr STR:)GTURF •CEMENTS NOTE 81: USE V4'0 X 3" LONG LAGS INTO WOOD HOST AND W'0 X 2Vi' LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (I" EMBEDMENT TYPICALy SPAQNG 24.O.C. AND WITHIN_ 4" OF EACH PERPENDICULAR MEMBER CONNECTION WITH EXPOSED FASTENERS I I I X 2 OB 0 PERIMETERrrII ER TO NOTE #I - TH I I Y 10 S.M.S. FROM 11 1qq I I FACE OF 1 X 2 08 it rtl?I I I SCREW SPLINES OF I X . 1' EMBEDMENT M1 IQ III I r—*1-THIS SHEET q PICKETS MAY BE 1' SQUARE LSNI 5) AT 4-7/8" (Max) O.C. OR, %* SQUARE (ISMO 13) AT 4-5/8' (MAX) O.C. (SEE FASTENING NOTE BELOW) 1' X 1' GLMDRAIL PICKETS FASTENED TOP AND BOTTOM W/ 2 EACH +110 S.M.S. I" EMBEDMENT H.OSf•STRUCiUREmMeNT$ '• . . NOTE N2: IN SCREEN WALLS WITHOUT GUARDRAILS, PICKETS NOT PRESENT. ALL OTHER ATTRIBUTES OF DETAILS APPLY. CONNECTION WITH CONCEAL Fn FASTENERS PARTIAL ELEVATIONS 1X2 TO 1X2 CONNECTIONS I rC3 PICKET FASTENING: 810 SMS BY 1' EMBEDMENT 3 INTO PICKET SCREW SLOT(S), 2 EACH END FOR 1" PICKET, 1 EACH END FOR i6" PICKET. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 3 - Screened Walls & Balconies 1 X 2 OB @ PERIMETER FASTEN PER NOTE #1 i 1' X 1' X 1/16' ANGLES 2- LONG WITH 2- 86 X 1R- LONG S.M.S. AT EACH LEG (TYPICAL TOP & BOTTOM) SELF -MATING HORIZONTAL (GIRT) TYPICALLY HOLLOW SECTION W/O GUARDRAIL) I PICKETS MAY BE 1SQUARE ISN# 5) AT 4-7/8' (Max) O.C. OR, 'A' SQUARE (ISN# 13) AT 4-5/8- (MAX) O.C. (SEE I I FASTENING NOTE BELOW) II II IIIII Il Il CONNECTION W/ EXPOSED FASTENERS I 1 X 2 OB @ PERIMETER FASTEN PER NOTE *I I 4 - 0 10 S.M.S. FROM INSIDE FACE OF I X 2 OB INTO SCREW SPLINES OF GIRT (1- EMBEDMENT MINIMUM) SELF -MATING HORIZONTAL (GIRT) F TYPICALLY HOLLOW SECTION W/O GUARDRAIL) i NOTE #2: IN SCREEN WALLS WITHOUT GUARDRAILS, PICKETS NOT PRESENT. ALL OTHER ATTRIBUTES OF DETAILS APPLY. I i I PICKETS MAY BE 1- SQUARE I I I I (ISN# 5) AT 4-7/8" (Max) O.C. I I OR, X16- SQUARE (ISN# 13) I I AT 4-5/8' (MAX) O.C. (SEE FASTENING NOTE BELOW) CONNECTION W/ CONCEALED FASTENERS PARTIAL ELEVATIONS / 2 X 2 GIRT TO 1 X 2'CONNECTIONS PICKET FASTENING: 010 SMS BY 1' EMBEDMENT INTO PICKET SCREW SLOT(S), 2 EACH END FOR 1' PICKET, 1 EACH END FOR %" PICKET. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 3 - Screened Walls & Balconies HOLLOW UPRIGHT C V X 1' X 1/8' ANGLES 2' LONG WITH I- X 2-1/1' X 1/8 0' 2 - # 10 X 1/2' LONG S.M.S. AT EACH LEG RECEIVING CHANNEL TYPICAL EACH SIDE, TOP 6 BOTTOM) p z GIRT OR CHAIR RAIL K E 3JC W is I o I I I I PICKETS MAY BE 1' SQUARE (ISN# 5j I I I I I I AT 4-7/8' (Max) D.C. OR, %' SQUARE I I I N ISN# 13) AT 4-5/8' (MAX) O.C. (SEE I I I FASTENING NOTE BELOW) d 4.7/8' O.C. z NOTE IN SCREEN WAILS CONNECTION W/ EXPOSED FASTENERS WITHOUT GUARDRAILS, PICKETS 3NOTPRESENT. ALL OTHER W ATTRIBUTES OF DETAILS APPLY. 5 O 4 - 0 10 S.M.S. FROM INSIDE FACE OF POST INTO SCREW SPUMES OF HOLLOW -f- SELF MATING POST 3 GIRT (1-1/2' EMBEDMENT MINIMUM) 6 z GIRT OR CHAIR RAIL o a I I I I I PICKETS MAY BE 1' SQUARE (ISN# S) I I I I I I AT 4.7/8- (Max) D.C. OR, %" SQUARE I I I IISN# 13) AT 4-5/8" (MAX) O.C. (SEEIIFASTENINGNOTEBELOW) I I o 0 CONNECTION W/ CONCEALED FASTENERS tz PARTIAL ELEVATIONS GIRT TO POST CONNECTIONS C5 PICKET FASTENING: # 10 SMS BY 1' EMBEDMENT INTO PICKET SCREW SLOT(s), 2 EACH END FOR 1' PICKET, 1 EACH END FOR %' PICKET. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Page 3 - 8 Chapter 3 - Screeried Walls & Balconies 1' X 1' X 1/16' ANGLES 2' LONG WITH 2-+1e X 1/2' LONG S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP ak.BOTTOM) REFER TO NOTE 01 - THIS SHEET NOTE A 1: USE 3/8' 0 X 3' LONG LAG SCREWS INTO WOOD HOST AND 3/8'0 X 214' LONG CONCRETE 1 X 2 OB Q PERIMETER SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION 1' EMBEDMENT TYPICAL) SPACING 24' O.C. AND WITHIN 4' OF EACH PERPENDICULAR MEMBER CONNECTION WITH EXPOSED FASTENERS REFER TO NOTE • 1 - THIS SHEET 2- ! 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW SPLINES OF 1 X 2 08,(1- EMBEDMENT MINIMUM.) REFER TO NOTE N 1 - THIS SHEET 1 X 2 OB ! PERIMETER PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS Page 3 - 9. 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 1 ' Chapter 3 - Screened Walls & Balconies I 2" X 2'• X 1/8'• ANGLE EACH SIDE I W/ 2 EACH # 14 S.M.S. NOTE # 1: USE 3/8" 0 X 3" LONG LAG SCREWS INTO 3 WOOD HOST AND 3/8" 0 X 2'/4" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION SELECT COLUMN AND POST END (1" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN FASTENING CONDITION PER i 4" OF EACH PERPENDICULAR MEMBER TABLE 302 BY WIND ZONE POST END TO HOST FASTENING C8 Nle- PARTIAL ELEVATION @ SCREEN FACE) 3 r NOTE: IN SCREEN WALLS WITHOUT PICKETS MAY BE 1" SQUARE (ISN# 5) GUARDRAILS, PICKETS NOT PRESENT. ALL AT 4-7/8" (Max) O.C. OR, 3/a" SQUARE OTHER ATTRIBUTES OF DETAILS APPLY (ISN# 13) AT 4-5/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) I I 1 ! SEL&CT COLUMN AND P6511 END FA CONDITIO H IE IT 16LE 302 BY WIND ZO4 ! , I X 2" X 1/8" ANGLE SIDE 2 EACH #14 S. SCREEN j ' ff III I j I I i ; III /8"0 CONCRETE CNO4 W/2" MIN. LI/ I MBEDMENT (FOR l / tONDrnON 1) i CH #10 SMS X 1-1/?- Ir OIfVG INTO SOLE PLATE I 1X2 OB'SIL PLATE I 25001PSi N CONCRETE' 114 -PIA. APPROVED C•ONCFEUF ANCHORS'@ 24" Q.C: ANb IIpITHIN $" bF CONNECTING c MEMBERS (2" E14BEQMEN.T TYPICAL) ' r c POST TO FOUNDATION FASTENING C7 PARTIAL ELEVATION @ SCREEN FACE) PICKET FASTENING: r 10 SMS BY I' EMBEDMENT INTO PICKET SCREW SLOT(S), 2 EACH END FOR 1" PICKET, I EACH END FOR M"• PICKET. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 1 Page 3 - 10 t CITY OF SANFORD BUILDING & FIRE PREVENTION 1/ '\)1 PERMIT APPLICATION z a a1 L ) IDLO m cd el Application No: I r]-- / `J y l Documented Construction Value: $ Job Address: 31 prLP r, &( ADL L(0JC_ Historic District: Yes No Parcel ID: ResidentiaJ._Commercial Type of Work: New'OrAddition Alteration Repair Demo Change of Use Move Description of Work: %)CL,4rI i2 nj 11 ) D(k ' Plan Review Contact Person: Phone: Fax: Name Street: City, State Zip: Title: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name&W-v T/ Phone: 8/3-9/0-3403 CAA 3 Street: ZQ3 5gip, D Cr end J Fax: City, State Zip-Tn rn pa. FJ 3.3 L/3 State License No.: CX /.3 005 y0e' Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: — Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE ,OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105;3 Shall be inscribed.with the date of application and the code in effect as of that date: 51' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: in addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional -permits required from other governmental entities such as water _ management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation. Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I cerfify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an ning. Signature of Owner/Agent Date I Print Owner/Agent's Name t Signature of Notary -State of Florida Date . Owner/Agent is Personally' Known to Me or - Produced ID . Type of ID a'Z ffaft Print Contractor/Agent's Name Dek S;gnatu pl, tary_state pungR : O'Clair Date ' Commission # GG151707 F Expires: October 15, 2021 12; oI d;, bonui:u lnru iwiutl 111.r..., R_fie' Contractor/Agent is Pe sonally Known to - Produced ID Type BELOW IS FOR OFFICE USE ONLY Permits Required: Building Ele trical Mechanical Plumbing 1• - Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps _ Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: -- R rvmed: OMMENTS: Rrvmed: June 30. 2015 UTILITIES: FIRE: Gas Roof Flood Zone: _ of Stories: Plumbing - # of Fixtures Fire Alarm Permit:' Yes ' No WASTE WATER: BUILDING: Permit Application CONTRACT AGREEMENT PAGE I 1 I of I 2 1 JOB NAME: I DATE: 11/26/2017 THORNEBROOK PROPERTY OWNER OR HIS AGENT: DOCUMENT: ELECTRICAL CONTRACT & PRICING TAYLOR MORRISON HOMES EE: SINGLE FAMILY FUEL: ALL ELECTRIC ADDRESS: 501 N. CATTLEMAN RD STE 100 MARKET: ORLANDO crrv: SARASOTA I STATE: FL COUNTY: SANFORD TATE: FL WIRING PER 2011 NEC PERMITTING FEES ARE NOT INCLUDED TEMPORARY PRICINGIll SUBJECT TO CHANGE WITHOUT RESERVATION NAME AMPS F7 PRICING* BIRCH 150A 1,538 4,750.00 DARLINGTON 200A 2,585 6,835.00 DAPHENE 11 200A 2,598 6,955.00 MANCHESTER 11 150A 2,138 6,955.00 REDWOOD 150A 1,557 4,950.00 WILLOW 150A 2,058 5,835.00 r BASE PRICING SUBJECT TO CHANGE, ACTUAL PRICING WILL BE ADJUSTED PER CONTRACT AFTER BIDDING, ADDITIONAL COST WILL REQUIRE PVS BY BUILDER PRICED INTO JOBS AS NEEDED, THE AFOREMENTIONED PRICES ARE GIVEN AS FORMALITY IN TRANSITION TO CHANGE PERMITS OVER TO EDMONSON ELECTIRC FROM MILLER ELECTRIC. Vr CONTRACTOR/OWNER: DATE: EDMONSON ELECTRIC: 1034 Skipper Road • Tampa, FL 33613 . Phone: (813)910-3403 • Fax:(8 FLORIDA LICENSE 8 ECI3005408 DATE: /! 0 7 0-8546 • www. EdmonsonElectric, com CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:! Documented Construction Value: $ Job Address: _ 1 q [a(cn o_) (e Jc, Historic District: Yes No El Parcel ID: J ' Y, (1Residential2—Commercial Type of Work: New'0- Addition Alteration Repair Demo Change of Use Move Description of Work: h J i -)OC Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Title: Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name '5 7T tea Phone: 813-910-3403 ex4 93 !_ Street: fD3 . _S kipprr Fax: City, State Zip:rn mrivi- F1 9-3t,/3 State License No.: 601.3 005 4105 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51b Edition (2014) Florida Building Code Revised: June 30, 2015 • Permit Application ti i NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there maybe additional permits required from other governmental entities such as water _ management districts, state agencies, or federal agencies. Acceptance of permit is verification that i will notify the owner of the property of the requirements of Florida Lien Law, FS M. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit*is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an ning. Signature of Owner/Agent Print Owner/Agent's Name - Signature of Notary -State of Florida Date ' Owner/Agent is Personally Known to Me or Produced ID . Type of ID Print Contractor/Agent'sName - Signature,Q, tary-State Qunl id: OrG.Ialr Date Y' Colminld$ siton I GG151707 A Expires: October 15, 2021 WOW If llr naiuli Nur -J Contractor/Agent is Pe sonally Known to•l- Produced ID Type BELOW IS FOR OFFICE USE ONLY " C Permits Required: Building El ctrical Mechanical Plumbing Gas Roof Construction Type-. Occupancy Use. Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: #-of Stories: New Constructjon: Electric - # of Amps _ -Plumbibg - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit:' YesE]- No APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: lune 30, 201 S UTILITIES: WASTE WATER: FIRE: BUILDING: Permit Application NEW RESIDENTIAL-CONSTRUCTION: PROPERTY OWNER OR HIS AGENT: TAYLOR MORRISON HOMES CONTRACT AGREEMENT AGE I I I of 1 2 JOB NAME: DATE: 11/26/2017 1 THORNEBROOK DOCUMENT: ELECTRICAL CONTRACT & PRICING TYPE: SINGLE FAMILY I FUEL: ALL ELECTRIC ADDRESS: 501 N. CATTLEMAN RD STE 100. MARKET: ORLANDO CITY: SARASOTA STATE: FL COUNTY: SANFORD STATE: FL WIRING PER 2011 NEC PERMITTING FEES ARE NOT INCLUDED TEMPORARY PRICING111 SUBJECT TO CHANGE WITHOUT RESERVATION NAME AMPS PRICING* BIRCH 150A 1,538 4,750.00 DARLINGTON 200A 2,585 6,835.00 DAPHENE II 200A 2,598 6,955.00 MANCHESTER 11 150A 2,138 6,955.00 REDWOOD 150A 1,557 4,950.00 WILLOW 150A 2,058 5,835.00 BASE PRICING SUBJECT TO CHANGE, ACTUAL PRICING WILL BE ADJUSTED PER CONTRACT AFTER BIDDING, ADDITIONAL COST WILL REQUIRE PO'S BY BUILDER PRICED INTO JOBS AS NEEDED, THE AFOREMENTIONED PRICES ARE GIVEN AS FORMALITY IN TRANSITION TO CHANGE PERMITS OVER TO EDMONSON ELECTIRC FROM MILLER ELECTRIC. CONTRACTOR/OWNER: DATE: EDMONSON ELECTRIC: 1034 Skipper Road * Tampa, FL 33613 * Phone:(813)910-3403 * Fax:(81 FLORIDA LICENSE 0 EC13005408 DATE: /I 0 7 0-8546 * www.EdmonsonElectric.com i CITY OF SANFORD BUILDING & FIRE PREVENTION' t PERMIT APPLICATION 4 C-cl LL) OL Application No: J rJ -/ r 3 m Documented Construction Value: $ Job Address: 31 D e,(tt j 8f n o y C.),/dc— Historic District: Yes No E] Parcel ID: ResidentialEl—commercial Type of Work: NewET Addition Alteration Repair Demo Change of Use Move Description of Work: C )CL rl r.CLJ It wy,_ Plan Review Contact Person: Title: Phone: Name Street: City, State Zip: Fax: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name tzKV0.5 A0 ,to Street: /Q-3 4 d5kippPr er, , City, State Zip.rgm 9-3t,/3 Name: Street: City, St, Zip: Bonding Company: Addreis: ' Phone: 313-910-3403 CX4 .9-3.Q- Fax: 93 Fax: State License No.: a43 005 YOS Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date,of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this'permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there maybe additional -permits inquired from other governmental entities such as water _ management districts, state agencies, or federal agencies. Acceptance of permit is verification that i will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation.Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit'is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an ning. Signature of Owner/Agent Date ' Print Owner/Agent's Name Signature of Notary -State of Florida Date r Owner/Agent is _ Produced ID . 0 Personally Known to Me or - Type of ID v - Print Contractor/Agent's Name t Jlwzy , D fell y. u Signature pf'PA ,tarp"state p FiN R. O'Clalr Date 4 6Mission It GG151707 rA= Expires: October 15, 2021 o ad;. tsonurutnr r,o,u.W,, Contractor/Agent isPe sonally Known to, I_v_Itr' Produced ID Type BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Construction Type-. Occupancy Use: _ Plumbing Gas Roof Flood Zone: T=otal Sq Ft of Bldg: Min. Occupancy Load: #'of Stories: New Construction: Electric - # of Amps _ Plumbing = # of Fixtures_ Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Revised: June 30, 2015 FIRE: Yes ' No WASTE WATER: BUILDING: Permit Application CONTRACT AGREEMENT PAGE I 1 I OF. -I 2 j JOB NAME: DATE: 11/26/2017 1 THORNEBROOK PROPERTY OWNER OR HIS AGENT: DocumLNT: ELECTRICAL CONTRACT & PRICING TAYLOR MORRISON HOMES TYPE: SINGLE FAMILY FUEL: ALL ELECTRIC ADDRESS: 501 N. CATTLEMAN RD STE 100 MARKET: ORLANDO CITY: SARASOTA STATE: FL COUNTY: SANFORD STATE: FL WIRING PER 2011 NEC PERMITTING FEES ARE NOT INCLUDED TEMPORARY PRICINGIII SUBJECT TO CHANGE WITHOUT RESERVATION NAME AMPS FR PRICING* BIRCH 150A 1,538 4,750.00 DARLINGTON 200A 2,585 6,835.00 DAPHENE II 200A 2,598 6,955.00 MANCHESTER II 150A 2,138 6,955.00 REDWOOD 150A 1,557 4,950.00 WILLOW 150A 2,058 5,835.00 BASEPRICING SUBJECT TO CHANGE, ACTUAL PRICING WILL BE ADJUSTED PER CONTRACTAFTER BIDDING, ADDITIONAL COST WILL REQUIRE PO'S BY BUILDER PRICED INTO JOBS AS NEEDED, THE AFOREMENTIONED PRICES ARE GIVEN AS FORMALITY IN TRANSITION TO CHANGE PERMITS OVER TO EDMONSON ELECTIRC FROM MILLER ELECTRIC. CONTRACTOR/OWNER: EDMONSON ELECTRIC: 1034 Skipper Road a Tampa, FL 33613 • Phone:(813)910-3403 . Fax:(8 FI OR InA MCENSE K EC130054DB DATE: DATE: 0-8546 . www.EdmonsonElectric.com CITY OF SANFORD t BUILDING & FIRE PREVENTION PERMIT APPLICATION 3 lJd e_ 1Application No: % r% - f r73 rn Documented Construction Value: $ Job Address: _ 0te Mr-mi(c Lt !L i-rc& Historic District: Yes No Parcel ID: ResidentiaLe Commercial Type of Work: Nevw4D"'Addition Alteration Repair Demo Change of Use Move Description of Work: -r_ ')e.c4ri c of iib 7 ( ) Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name s 77 Phone: 813-910-3403 CA Q3 -'t Street: /D34 _S ippXr Fax: City, State Zipr rii IMon FI_ .31./ 3 State License No.: a.13 005 0? Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. i understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5111 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there maybe additional -permits requited from other governmental entities such as water _ management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plari review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current•ICC Valuation.Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit•is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction anfi-L-ning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date , Owner/Agent is Personally' Known to Me or - Produced ID . Type 9fJD Print Contractor/Agent's Name d, Signature nf, tart -state 6N It: a C I a i r Dat` Commission # GG151707 A Expires: October 15, 2021 N' ,I,, bonow Infoi,oluI-I M.W., Contractor/Agent is Pe sonally Known to'Ivlt;• Produced ID Type BELOW IS FOR OFFICE USE ONLY Permits Required: Building El ctrical Mechanical Construction Type: Occupancy Use: total Sq Ft of Bldg: Min. Occupancy Load:, Plumbing Gas[] Roof E] Flood Zone: _ of Stories: New Constructjon: Electric - # of Amps _ Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit:' YesEl- No APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: R.vised: June 30, 2015 FIRE: WASTE WATER: BUILDING: Permit Application UNI NS011 sit CONTRACT AGREEMENT e PAGE I 1 I OF 1 2 JOB NAME: DATE: 11/26/2017 THORNEBROOK PROPERTY OWNER OR HIS AGENT: DOCUMENT: ELECTRICAL CONTRACT & PRICING TAYLOR MORRISON HOMES TYPE: SINGLE FAMILY FUEL: ALL ELECTRIC ADDRESS: 501 N. CATTLEMAN RD STE 100 MARKET: ORLANDO CITY: SARASOTA I STATE: FL COUNTY: SANFORD TATE: FL WIRING PER 2011 NEC PERMITTING FEES ARE NOT INCLUDED TEMPORARY PRICINGIII SUBJECT TO CHANGE WITHOUT RESERVATION NAME AMPS PRICING* BIRCH 150A 1,538 4,750.00 DARLINGTON 200A 2,585 6,835.00 DAPHENE II 200A 2,598 6,955.00 MANCHESTER II 150A 2,138 6,955.00 REDWOOD 250A 1,557 4,950.00 WILLOW 150A 2,058 5,835.00 BASE PRICING SUBJECT TO CHANGE, ACTUAL PRICING WILL BE ADJUSTED PER CONTRACT AFTER BIDDING, ADDITIONAL COST WILL REQUIRE PO'S BY BUILDER PRICED INTO JOBS AS NEEDED, THE AFOREMENTIONED PRICES ARE GIVEN AS FORMALITY IN TRANSITION TO CHANGE PERMITS OVER TO EDMONSON ELECTIRC FROM MILLER ELECTRIC. CONTRACTOR/OWNER: DATE: EDMONSON ELECTRIC: 1034 Skipper Road • Tampa, FL 33613 • Phone:(813)910-3403 . Fax:(81 FI.T)RIDA LICENSE 0 EC13005408 DATE: /1 0 7 0-8546 • www.EdmonsonElectric.com CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: % r%, 1 / 7_3 2 Documented Construction Value: $ Job Address: _3Q.2 fD r_ J I3ranY- Cele- Historic District: Yes No ] Parcel ID: ResidentiaLErcommercial Type of Work: New-B Addition Alteration Repair Demo Change Iof Use IJMove Description of Work: j—,1- f _Lrl' r_ o J Plan Review Contact Person: Title: Phone: Fax: Name Street: City, State Zip: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name Street: ID311 5 wver P"L City, State Zip: -Ta Mo _3_3(,l3 Name: Street: City, St, Zip: Bonding Company: Address: Phone: 813-910-340-3 exa .23.9- Fax: 23.9- Fax: State License No.: ifC %.3 005 YOS Architect/Engineer Information Phone: Fax: E-mail: _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. I FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional -permits required from other governmental entities such as water _ management districts, state agencies, or federal agencies. Acceptance of permit is verification that i will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation.Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an ning. Signature of Owner/Agent _ Date gnature o Co o Agent to Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature tary-state f Fl r Date apbair Comma4 GG151707 1 Expires: October 15, 2021 b000bu 1f11U i%o1uti Owner/Agent is Personally' Known to Me or Contractor/Agent is Pe sonally Known to-Itfie Produced ID . Type of ID Produced ID Type BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas F] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: #-of Stories: New Constructjon: Electric - # of Amps _ Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[:] No # of Heads Fire Alarm Permit:' YesEl- Non APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30.201 S Permit Application 1r• 1 e OMUIiSON sAN %Rec CONTRACT AGREEMENT o PAGE I 1 I OF 1 2 ,JOB NAME: DATE: 11/26/2017 THORNEBROOK PROPERTY OWNER OR HIS AGENT: DocymENT: ELECTRICAL CONTRACT & PRICING TAYLOR MORRISON HOMES TYPE: SINGLE FAMILY FUEL: ALL ELECTRIC ADDRESS: 501 N. CATTLEMAN RD STE 100 MARKET: ORLANDO crrY: SARASOTA I STATE: FL COUNTY: SANFORD STATE: FL WIRING PER 2011 NEC PERMITTING FEES ARE NOT INCLUDED TEMPORARY PRICINGM SUBJECT TO CHANGE WITHOUT RESERVATION NAME AMPS PRICING* BIRCH 150A 1,538 4,750.00 DARLINGTON 200A 2,585 6,835.00 DAPHENE II 200A 2,598 6,955.00 MANCHESTER II 150A 2,138 6,955.00 REDWOOD 150A 1,557 4,950.00 WILLOW 150A 2,058 5,835.00 BASE PRICING SUBIECTTO CHANGE, ACTUAL PRICING WILL BE ADJUSTED PER CONTRACT AFTER BIDDING, ADDITIONAL COST WILL REQUIRE POS BY BUILDER PRICED INTO JOBS AS NEEDED, THE AFOREMENTIONED PRICES ARE GIVEN AS FORMALITY IN TRANSITION TO CHANGE PERMITS OVER TO EDMONSON ELECTIRC FROM MILLER ELECTRIC. CONTRACTOR/OWNER: DATE: EDMONSON ELECTRIC: 1034 Skipper Road * Tampa, FL 33613 * Phone:(813)910-3403 * Fax:(81 n twins 1 IT FN¢F 0 EC130D54DB DATE: /I 0 7 0-8546 * www.EdmonsonElectric.com CITY OF SANFORD BUILDING &FIRE PREVENTION Q e PERMIT APPLICATION lam' IP -1J Application No:/ r%- J7 3 4 Documented Construction Value: S Job Address: J9m _rrl J .B too K (i (e /c_ Historic District: Yes No Parcel ID: Residential_ ommercial Type of Work: New.2`Addition Alteration Repair Demo Change of Use Move Description of Work: t- )C-cIn (,_(l.i tticvk Plan Review Contact Person: Phone: Fax: Name Street: City, State Zip: Title: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name 990Y.5 77 Phone: 81.3-1910-3403 r -x4 23!)_ StrVet: ID3 ipper ed- Fax: City, State Zip.T/i fn rn- FL 3 L/ 3 State License No.: a/3 005 y09 r- Arch itect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this'permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there maybe additional -permits required from other governmental entities such as water _ management districts, state agencies, or federal agencies. Acceptance of permit is verification that I wil I notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation.Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit *is issued. OWNER'S AFFTDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction aSO-Pning. Signature of Owner/Agent Date Print Owner/Agent's Name - Signature of Notary -State of Florida Date , Owner/Agent is Personally Known to Me or - Produced ID . - Type 9f1113 Print Contractor/Agent's Name - Dek". por Signature of,Mary-state 9U 1WR O'CIair Date RR ' doJmmidssilon # GG151707 Expires: October 15, 2021 r di',: ora ,Isonut:u tnrurpmnu Contractor/Agent is - Pe sonally Known to-I - Produced ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ElerCtrical Mechanical Plumbing[] Gas Roof Construction Type- Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: #•of Stories: New Constructjon: Electric - # of Amps _ Tlumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: • Yes'[-] No APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: R.vkrA- June 30.201 S WASTE WATER: BUILDING: Permit Application Y Y L NEW- RESIDENTIAL CONSTRUCTION.' PROPERTY OWNER OR HIS AGENT: TAYLOR MORRISON HOMES CONTRACT AGREEMENT AGE I 1 I of 1 2 JOB NAME: DATE: 11/26/2017 THORNEBROOK DOCUMENT: ELECTRICAL CONTRACT & PRICING TYPE: SINGLE FAMILY I ruEL: ALL ELECTRIC ADDRESS: 501 N. CATTLEMAN RD STE 100 MARK: ORLANDOET CITY: SARASOTA STATE: FL COUNTY: SANFORD TATE: FL WIRING PER 2011 NEC PERMITTING FEES ARE NOT INCLUDED TEMPORARY PRICING!!! SUBJECT TO CHANGE WITHOUT RESERVATION NAME AMPS S7 PRICING* BIRCH 150A 1,538 4,750.00 DARLINGTON 200A 2,585 6,835.00 DAPHENE II 200A 2,598 6,955.00 MANCHESTER II 150A 2,138 6,955.00 REDWOOD 150A 1,557 4,950.00 WILLOW 150A 2,058 5,835.00 BASE PRICING SUBJECT TO CHANGE, ACTUAL PRICING WILL BE ADJUSTED PER CONTRACT AFTER BIDDING, ADDITIONAL COST WILL REQUIRE PO'S BY BUILDER PRICED INTO JOBS AS NEEDED, THE AFOREMENTIONED PRICES ARE GIVEN AS FORMALITY IN TRANSITION TO CHANGE PERMITS OVER TO EDMONSON ELECTIRC FROM MILLER ELECTRIC CONTRACTOR/OWNER: EDMONSON ELECTRIC: 1034 Skipper Road • Tampa, FL 33613 . Phone:(813)910-3403. Fax:(8 FLORIDA LICENSE 0 EC130D5403 DATE: DATE: // 0 7 0-8546 • www.EdmonsonElectric.com CITY OF SANFORD IaJC v- BUILDING & FIRE PREVENTION PERMIT APPLICATION rf n Application No: 17- / 93. Documented Construction Value: $ Job Address: ; y cf ra ,8C-QL-)Y .y i rG 1(f., Parcel ID: Historic District: Yes No Residential -commercial Type of Work: New-Addition Alteration Repair Demo Change of Use Move Description of Work: ('_11f.C-_4r l Wo ir k— Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name f1XV0.5 Phone: 313-910-3q0_3 CA -1 .232- Street: 32- Street: /03 .S ipoer ea Fax: City, State Zip-Tn 1M_State License No.: 005 yuck% Architect/Engineer Information Name: Phone: Street Fax: City, St, Zip: I E-mail: _ Bonding Company: Mortgage Lender: Address: I Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application i NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional -permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that i will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation.Tabie in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the pennit'is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction anA,1bnin2. Signature of Owner/Agent - I Date I Print Owner/Agent's Name I Signature of Notary -State of Florida Date Owner/Agent is Personally' Known to Me or - Produced ID.. T Type of 1D Print Contractor/Agent's Name t lam, A DeJOAL 41 x•11 r signatureI Mary-statesu afl`'. Mair Date Commission # GG151707 Expires: October 15, 2021 1c ,,.,..i borlubV tt]fu Contractor/Agent is Pe sonally Known for Produced ID Type i - BELOW IS FOR OFFICE USE ONLY Permits Required: Building Ele`trical Mechanical Plumbing GasE] Roof F] Construction Type-. Occupancy Use: Flood Zone: I . Total Sq Ft of Bldg: I Min. Occupancy Load: #•of Stories: New Construction: Electric - # of Amps _ Tlumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit:' Yes ' No I APPROVALS: ZONING: _ UTILITIES: WASTE WATER: I ENGINEERING: FIRE: BUILDING: COMMENTS: R-vkrA- June 30.2015 I Permit Application WIRING PER 2011 NEC PERMITTING FEESI ARE NOT INCLUDED TEMPORARY PRICING!!! SUBJECT TO CHANGE WITHOUT RESERVATION NAME I AMPS o FTI PRICING* BIRCH I50A 1,538 4,750.00 DARLINGTON 200A 2,585 6,835.00 DAPHENE II i OVA 2,598 6,955.00 MANCHESTER II 150A 2,138 6,955.00 REDWOOD I150A 1,557 4,950.00 WILLOW I 150A 2,058 5,835.00 BASE PRICING SUBJECT TO CHANGE, ACTUAL PRICING WILL BE ADJUSTED PER CONTRACT AFTER BIDDING, ADDITIONAL COST WILL REQUIRE PO'S BY BUILDER PRICED IN TO JOBS AS NEEDED, THE AFOREMENTIONED PRICES ARE GIVEN AS FORMALITY IN TRANSITION TO CHANGE PERMITS OVER TO EDMONSON ELECTIRC FROM MILLER ELECTRIC. 4, CONTRACTOR/OWNER: EDMONSON ELECTRIC: DATE: DATE: V017 1034 Skipper Road• Tampa, FL 33613 a Phone:(813)910-3403 a Fax:(81 7' O-8546 * www.EdmonsonElectric.com ri nuinA 1 U'FNSEMEC13005408 r- CITY OF SANFORD BUILDING & FIRE PREVENTION fl' }i, 11 j, PERMIT APPLICATION Documented Construction Value: $ Job Address: r rru _13(pok— ("-i(, Historic District: Yes No Parcel ID: Residentig,12- Commercial Type of Work: New Ad dition Alteration Repair Demo Change of Use Move Description of Work: CLU 11mirk- Plan Review Contact Perso : Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: I Resident of property? City, State Zip: Contractor Information I Name J s & Aza Phone: 813-910-3403 Cxa 2-3f)- Street: 3f)- Street: JQ3 4 .S klpoi r prl Fax: I City, State Zip:Tii ppi -O L/ 3 State License No.: Cr` IDL -)5 yup Architect/Engineer Information Name: Street: I City, St, Zip: i Bonding Company: Address: Phone: Fax: E-mail: _ Mortgage Lender: Address: WARNING TO OWNER:, YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulati ng construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application I I' NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and• there maybe additional -permits zequired from other governmental entities such as water _ management districts, state agencies, or federal agencies. Acceptance of permit is verification that i will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation. Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit *is issued. OWNER'S AFFIDAVIT: I cerfify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction anfi-%ning. Signature of Owner/Agent Date Print Owner/Agent's Name - Signature of Notary -State of Florida Date , Owner/Agent is Personally' Known to Me or - Produced ID . Type of ID Print Contractor/Agent's Name - DaiaLL o9113)1 e SignamP pf Otary-state f Fl r Date J , PunC 0 Clair Commission # GG151707 A Expires: October 15, 2021 a;a t. b0I1Wru lnru mull new., Contractor/Agent is Pe sonally Known to-Nl Produced ID Type BELOW IS FOR OFFICE USE ONLY ' Permits Required: Building El ctrical Mechanical Plumbing[] Gas[:] Roof Construction Type: Occupancy Use: Flood Zoete: Total Sq Ft of Bldg: Min. Occupancy Load: #-of Stories: New Construction: Electric - # of Amps _ Plumbing = # of Fixtures Fire Sprinkler Permit: Yes F1 No # of Heads Fire Alarm Permit:' Yes - No[] APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: R.viaed: June 30, 2015 FIRE: WASTE WATER: BUILDING: Permit Application CONTRACT AGREEMENT SDI PAGE I 1 I OF 1 2 JOB NAME: DATE: 11/26/2017 THORNEBROOK PROPERTY OWNER OR HIS AGENT: DocuMENT: ELECTRICAL CONTRACT & PRICING TAYLOR MORRISON HOMES TYPE: SINGLE FAMILY E : ALL ELECTRIC ADDRESS: 501 N. CATTLEMAN RD STE 100 MARKET: ORLANDO ciTY: SARASOTA I STATE: FL I COUNTY: SANFORD STATE: FL WIRING PER 2011 NEC PERMITTING FEES ARE NOT INCLUDED TEMPORARY PRICING111 SUBJECT TO CHANGE WITHOUT RESERVATION NAME AMPS F7 PRICINGS` BIRCH 150A 1,538 4,750.00 DARLINGTON 200A 2,585 6,835.00 DAPHENE II 200A 2,598 6,955.00 MANCHESTER II 150A 2,138 6,955.00 REDWOOD 150A 1,557 4,950.00 WILLOW 150A 2,058 5,835.00 BASE PRICING SUBJECT TO CHANGE, ACTUAL PRICING WILL BE ADJUSTED PER CONTRACT AFTER BIDDING, ADDITIONAL COST WILL REQUIRE PO'S BY BUILDER PRICED INTO JOBS AS NEEDED, THE AFOREMENTIONED PRICES ARE GIVEN AS FORMALITY IN TRANSITION TO CHANGE PERMITS OVER TO EDMONSON ELECTIRC FROM MILLER ELECTRIC. CONTRACTOR/OWNER: EDMONSON ELECTRIC: 1034 Skipper Road • Tampa, FL 33613 . Phone:(813)910-3403 • Fax:(8 FI TIRIDA LICENSE N ECI3005409 DATE: DATE: // D 7 0-8546 9 www.EdmonsonE[ectric.com taylor TaylorMorrison m.o r r so n . 2600 Lake Lucian Drive Suite 350 Homes Inspired by You Maitland, FL 32751 January 15, 2018 To whom it may concern, Please accept this letter as request to change the electrical contractor from Wedla Electric to Edmonson Electric on the following jobs: z 1 t A yq- a s4 ADDRESS 04 I i1.err j L -k Cit , PERMIT NUMBER - UMBER• ADDRESSQ1,aUIADDRESS91, Q Ll Wt erf!j U60k---Ci C, PERMIT NUMBER ADDRESS o1 IA.e'rfld ifo& liter- • PERMIT NUMBER. ADDRESS 303- Mefrti 13f0pk. Cir r-. PERMIT NUMBER ADDRESS il Q INler_i- brook C IIL PERMIT NUMBER ADDRESS 310 CAK- PERMIT NUMBER ADDRESS 31LI errs 3%'yUC C(4, PERMIT NUMBER ADDRESS o Mercy rkVDIL a*g-- PERMIT NUMBER If you have any questions please contact us right away. Than .u_/ h Asa Wright CBC1257462 ITOday's Dale) Noury kftmadon: STATE OF .•l IDA' Ro.adyat _.i is'+J_ _ Sdwrn 1Z( 8,1haiw)i and oVAPW_Xt d yKae e this nom! oey o1 1 FPO* UM), b/ ...... V-V/l,/_1 AfK—, dru:nrmlcJ in7.1 Mrrr.. V Prr,prPNy Krown V no2md IdeatMallon Typr ares a o1 Ip _ LAURA E. BARKMAN NOTMY 1'UUII rJ MY COMMISSION/0011823 uv r nrara ss1 N FxP1Rc, A: o EXPIRES: 3aly 13.2020 DESCRIPTION AS FURNISHED: Lot 255, THORNBROOKE PHASE 5, os recorded in Plot Book 81, Pages 68 through 69 of the Public Records of Seminole County, Florida. 0 BOUNDARY FOR / ul CERTIFIED TO: Taylor Morrison of Florida, Inc. 0 UI AREA - 2,267 DRIVEWAY - 255 SIDEWALK - 158 REG 1/2 - SOD = 563 14596 y 3ti PROPOSED-FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS . G I LJ O ceLj (3/00 1< CII(Z SQUARE FEET t, ic) PLOT PLAN ONLY- NOT A SURVEY) to co tOPOSED INFORMATION SHOWN 0 - WED ON SUPPLIED PLAN Lq O 4ND/OR INSTRUCTIONS PER u CLIENT(NOT FIELD VERIFIED) N 0009'03" w 2036'45' co 23.26' S 16'23'35' Cl) LOT 247 99 nn' AREA - 2,267 DRIVEWAY - 255 SIDEWALK - 158 REG 1/2 - SOD = 563 14596 y 3ti PROPOSED-FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS . G I LJ O ceLj (3/00 1< CII(Z SQUARE FEET o01) LOT - Z185 CURVE I DELTA I RADIUS I LENGTH CHORD CHORD BEARIqE GQ40E = 458 LANDSCAPE/OPEN SPACE/SIGNAGE/WALL/FENCE/UTiUT1E5) C1 05'56'10' C2 65.00' 6.73' 6.73' S 03'07'08' TRACT B N 0009'03" w 2036'45' 65.00" 23.38' 23.26' S 16'23'35' 99 _?_4' 92 nn' 99 nn' 99 nn' 99 nn' 99 nn' 99 nn' 99 2Q, y 3 m ON LOT AREA GV.CS. SQUARE FEET o01) LOT - Z185 LOT - 2,121 ko., LIVING - 770 GQ40E = 458 GARAGE t58 PAVER ENTRY - g DFF 1 10.00' LOT 256 10.00' LOT 255 10.00' LOT 254 WALL? W/COLUMNS 70.00' LOT 253 10.00' LOT 252 LOT 251 10.00' 10-OCrLC10.00' LOT 250T OFF 249 r, VER WALKWAY = 6 AC AC AC AEC AC D SOD M&& IMPERVIOUS- 60.0 x R/W11 79APRON51APRON= 179 SIDEWALK . 112 SIDEWALK - 112 SOD - 16 SOD - 16 ALAC AREAS ARFA= 2,364 ON VE DRIVEWAY - 451 20.0 COVD. 5. COV'D. CVD. 91(6 CVD. OD. o5. COVD. o 20.0'b 36 UNE AREA CVD. DRIVEWAY - 255 of CONC. 0 CONC. CONC. 4o CONC. CONC. Tc CONC. ' b 578 0 CONC. i 16.8' 3' 3' 16.8' MAP / 12117C DOW F COV D. CONC. 7.2 NOT 7.2' oN UNEvENOT INCLUDEDINCLUDED TWO STORY 2.0' ATTACHED 2.0 3 RESIDENCE F.F.-26.63'R2.00OVD.n; BRICK o i• o libg hb hb hb ami• COVD.2.0 OI h 9 0A 00 OSA OA OAOi 5! 0 00 Ohi CI 00 0. O! 08 A BRICK A Do to co ro ro a F.F.E.=26.6' N F.F.E=26.6' H 4n F.F.E=26.6' H F.F.E=26.6' 1n F.F.E=26.6' U) F.E=26.6' to WILLOW REDWOOD BIRCH REDWOOD REDWOOD WILLOW h COVD. COVD. COVD. COVD. n v BRICK BRICK BRICK BRICK b 7' b 5.7' b b 15. b 5.7' b ON 3.715 0 3.7 S 0 COVD. "i 2 7 i COVD:o 3.7' Y3.7' UNE 34.7' 0 i 9. 1: o 12.7' r• 9 K BRICK 9' 10.0' 9' BRiCKK 10.0' 0 12.7' 9 9 34.7' 16' 16' NALK BRICK BRICK BRICK K N W W W DR. DR. BRICK BRICK BRICK BRICK BRICK BRICK DR. DR. DR. DR. DR. DR. 58' 00' DO' 25 25.00' 25.00 0.8' N mow°' k10 ryk• 6 t s. yhy9 ON C1r 15.28' 22.00' 22.00' 22.00' T 22.00' 22.00' 22.33' I.R. C2 ecr MA•n SET SET SET SET SET SET SET 14596 I.K. I.K. I.K. I.M. I.R. I.R. I.R. B.B.)N 00009'03" W Av ; AwlMERRY BROOK CIRCLE (40' R/W) TRACT A MP W ,S , wr M ii N. ho ON LOT AREA GV.CS. SQUARE FEET o01) LOT - Z185 LOT - 2,121 ko., LIVING - 770 GQ40E = 458 GARAGE t58 PAVER ENTRY - g I LANAI - 93 LANAI = 93 BREEZEWAY - N/A BREEZEWAY = FI/A PAVER DRNEWAY-44 ON LOT AREA CALCS' ON LOT AREA GV.CS. SQUARE FEET SQUARE FEET LOT - Z185 LOT - 2,121 LANG - 770 LIVING - 770 GQ40E = 458 GARAGE t58 PAVER ENTRY - g PAVER ENTRY - 9 LANAI - 93 LANAI = 93 BREEZEWAY - N/A BREEZEWAY = FI/A PAVER DRNEWAY-44 PAVER ORNEWAY-400 BREEZEWAY - N/A1225 PAVER DRIVEWAY- 261 VER WALKWAY = 6 PAVERWALKWAY - 6 IMPERVIOUS - 61 AWPERVIOUS = 62.7 1.349 1,370 SOD - 376 SOD M&& IMPERVIOUS- 60.0 x R/W11 79APRON51APRON= 179 SIDEWALK . 112 SIDEWALK - 112 SOD - 16 SOD - 16 ALAC AREAS ARFA= 2,364 AREA -2,300 DRIVEWAY - 500 DRIVEWAY - 451 SIDEWALK - 118 SIDEWALK --118 SOD - SOD =392 LOT 242. 2L3. 216 I nr 2u ro 22S ON LOT AREA CALCS ON LOT AREA CALCS: SOUARE FEET SOLIRE FEET LO - Z090 LOT 2,090 UVM = 894 LANG 624 GARAGE - 249 GARAGE 259 PAVER ENTRY= 36 PAVER ENTRY - 68 LANK - 10? LA" 102 BREEZEWAY - N/A 1225 PAVER DRIVEWAY- 261 PAVER DRNEWA DRIVEWAY 261 A/C PAD - 9 A/C PAD 9 PAVER WALKWAY- 48 PAVER WALKWAY- 25 IMPERVIOUS- 60.0 x IMPERMUS- 57.1 x 1,254 2799-17 1,194 SOD 7 500 lkcs: L LOT X& 463-17 R/W - 176 R/W 176 APRON = 30 APRON 30 SIDEWALK - 110 SIDEWALK 110 SOD = 36 SOD 36 AREA - Z266 AREA 2,266 DRIVEWAY - 255 DRIVEWAY 291 SIDEWALK - 158 SIDEWALK 135 SOD SOD 578 7-11 U A, L'.'1 V !Y1 J .=1 L.' -11 J L. U 1 1 OG 1`1 A-) A-) U U 11 V U . - - L.&I l V 1J J LJ 11 V L'i 1 U1-1 0 4o7)-277-3232 FAX (407)-658- 436 LEGEND PAL PaNT ON T". : TYPWAL "" LtL K&UM SMACK LNE 00 MD7 SCALE 1- I' - 20'----4 DUM BY: A TGG' R RIVEOSE CLRVAnWC IDJOE F Ct - OOtD fEAWDIG 1" 7W UNDERSMED T7HIS SURVEY HEM 1W DUE ORDER No. FLAT A - MMITwCG - P®1T ti CDPOID LLtVATIWCF - amFM. PM -• MR. - IO+ -RADIAL e - t E ROD( PL - FQ01T ? O"ATIE UTO. - UITLRY RAJ. RASE EdROf. THE FLOW4 DOM PROFES5100 t LAW AAiVEYLWS N CPAMER 37-17 Of 7W iLOW ASADWASIPAIW CODE Z UNRE55 EM SSW MM SURVEYORS SM no SLWVEY a NOT WYD AW a PREsvam FOR wvm41011IAL PURP067S ONEr PLOT PIAN 05-17-17 1734-17 LR - am R® N. . PtmO OF KGDNMG " P.T. - MCI Li TAI(DI;Y MD . NODAL 0 MSX 3 TH6 SURWY WAS PREPARED FROM 71RE RA M UMN FUI NSHED TO 7HE SMOM 7HW ANY BE ORER 0E571DC710Fa FORMBOARD FOUNDATION/aEVS 07-14-17 2799-17 XT Ut ` PIIC?.. POT OF C800404DIT P&A - FEIOUHEHr RELWDAIi 1W001T R/V - RLOR3-vAr CM. - EAiCOR OR EASDADIIS THAT AFFEC THIS PROPE7TiY. 4. W UDOMOUND MIROVQENIS NAVE MDF LOCATED LOESS OR#71WLSE SHOW FW4/O.EVS 01-24-18 463-17 RECOVEN D Ff. n . r1NI9iD FUZR arvAT07U FALL. - FxtuATu L - ARC L041W S DO SL.RLEY a PILEPAaED MR SDAF tiO+EFf DF n1DBE cERli E7ED m AND SHOULD Nm 6E W. - WIN= POW NORM RELED UPON BY ANY DINER EM M THIS SUCOM/PROPERtY DOES Nor UE WITHIN 6 LwEHd SHOWN FOR THE LOMIM OF DIPWOVE ANTS HEREON SWu.O NOT LIF USED TD RECOFa1RUCT SOLWAY LIVES. 1 RTIFIED BY: THE ESTABEISHED Too YEAR FLOOD PLANE AS PER TIRO' 7. SE.WNOS, ARE BASED ASSYAED AMN AND ON THE LNC SHOWN AS 84W BEARNO (B8) LT 0 S aEVAnONS, F SIIOW ARE B45ED W U4110 M OEDOEM VERDGIL 041W OF 1M. LOESS OIFEAWW NOIM TDM X. GRUSENN , R.V& 1 47 4 .MMES W. SCOTT, R.LS / 4801 ZONE X MAP / 12117C DOW F D. COFI MATE Of NnHORGAI)ON Nw 45M DESCRIPTION AS FURNISHED: Lot 249, THORNBROOKE PHASE 5, as recorded in Plat Book 81, Pages 68 through 69 of the Public Records of ti4 Seminole County, Florida. 0 BOUNDARY FOR / uI CERTIFIED TO: Taylor Morrison of Florida, Inc. 0 u m V AREA 2.267 DRIVEWAY = 255 SIDEWALK = 158 REC. 1/2' SOD = s /4,596 4,1 oel, LEY ONS PER ONAIWAOE ROPOSED-nNSHET) SPOT. GPLANS rneIL C-/ [ L 1, ON LOT AREA CALLS: CURVE DELTA bPLOTPLANONLY* NOT A SURVEY) CO IOPOSED INFORMATION SHOWN p w RASED ON SUPPLIED PLAN lq O WD/OR INSTRUCTIONS PER e 5CLIENT(NOT n£LD VERIFIED) W/COLUMNS 10.00' LOT 253 99 _2.4' 99 no, 92 nn' 99 nn' 99 nn' 99 nn' CqLOT247 WALKWAY = 6 m V AREA 2.267 DRIVEWAY = 255 SIDEWALK = 158 REC. 1/2' SOD = s /4,596 4,1 oel, LEY ONS PER ONAIWAOE ROPOSED-nNSHET) SPOT. GPLANS rneIL C-/ [ L 1, ON LOT AREA CALLS: CURVE DELTA RADIUS LENGTH CHORD CHORD BEARING LANDSCAPE/0(PEN SPACE/SIGNAGE/WALL/FENCE/UilUT1ES) N 00009'03 W C1 05'56'10" C2 20'3645' 65.00' 6.73' 65.00' 23.38' 6.73' S 03'07'08• E 23.26' S IF I"" ETRACTB 1 10.00' LOT 256 10.00' LOT 255 10.00' LOT 254 W/COLUMNS 10.00' LOT 253 99 _2.4' 99 no, 92 nn' 99 nn' 99 nn' 99 nn' 99 nn' 99 .2.4' ON LOT AREA CALLS: SOLARE FEET SQUARE FEET LOT - 2,185 LOT - Z121 LIVING = 770 LIVING - 770 GARAGE - 458 GAR4GE - 458 O 1 10.00' LOT 256 10.00' LOT 255 10.00' LOT 254 W/COLUMNS 10.00' LOT 253 10.00' LOT 252 10.00' LOT 251 10.00' LOT 250 p 3 10.00' 24 AVERWALKWAY = 6 AC AC IMPEIMIDL S = 62.7 A AC SOD 76 LOT A& AC SLOT- R1W 179 JE APRON = 51 20.0 o COVD. 5.2' COVD. COVD. o 9 o COVD. 5.2COVD. p COV'D. o 20.0 L DRIVEWAY a 451 COVD. 0 to CONC. CONC. CONC. Ad Di CONC. CONC. CONC. LLi o COVD. VP. • V7TNESS PMWT CONC. MS 16.8' 3 3' 3 3' 16.8' CONC. INE ESTABLISf1ED 100 YEAR FLOOD PLANE AS PER fIRAI' 7. 6[ARINOS, ARE SUED ASSAILED d1UM AND ON TIE LIC SIDMN AS SkW BE~ (B8.) 7.2' A a&ATONS f SIDWK ARE 84SM ON NATMAL CEODM VERRCN. 047M OF 19229. UAESS 011*WMW NOTEDUSENMEYE NOT 7.2' R.LS / 4801 ZONE X VE L h INCLUDED h TWO STORY 2.0' ATTACHED 20 W) 3 3 3 3 3 3 3 RESIDENCE F.F.=26.63' 2.O COVD. : i h p a i ai p COVD.20 BRICK o q o$ O, o$ q O, o$ A OL o$ q 00 o$ q O, BRICK La OV) i LD ro so Lo OV%, Ld co Chi F.F.E=26.6' H F.F.E=26.6' y y F.F.E=26.6' h F.E=26.6' y m F.F.E=26.6' H F.F.E.=26.6' WILLOW REDWOOD REDWOOD 81RCH BiRCH REDW000 REDWOOD WILLOW i COVD. COVD. COVD. COVD. BRICK BRICK BRiCK BRiCK 7' c 5.7' 0 15. 0 5.7' o ON 3.7 i p 3Xwi 2 7' Mi COVD.0 13.7' 13.7' UNE 34.7 o 4 9 o 127' 0i 9 9. BRICK 10.0' 4 12.7' 9 w 9 34.7' 16' 16' BRICK RICK W W W WIT; DR. BRiCK BRICK BRICK BRICK BRiCK BRICK DR. DR. DR. DR. DR. DR.' 58' DO' 00' 25 ' 25.00' 25.00 0.8' ON o: w 1 01 ryryM 6 s. y: ONJRIC2 m NEC1 15.28' 22.00' 22.00' 22.00' 22.00' 22.00' 22.33' cLT A,sn SET SET SET SET SET SET SET 1455.96 LR. I.R. I.R. I.R. I.R. B.e.)N 00009' 03" W WW- PAVER nW ARE NOT MERRY BROOK CIRCLE (40' R/W) TRACT ANC.UDFD N 1MPERIF" AREA FIT A NOME PAVER ITEMS ARE NOT INCLUDED W IMPERIWOW AREA rjr;> O N N O O m U w NE A7 RIA 7 Y 3 h r ON LOT AREA CALCS. ON LOT AREA CALLS: SOLARE FEET SQUARE FEET LOT - 2,185 LOT - Z121 LIVING = 770 LIVING - 770 GARAGE - 458 GAR4GE - 458 PAVER ENTRY; 9 PAVER ENTRY = 9 LANAI -102 LANAI • 102 BREEZEWAY - N/A BREEZEWAY - N/A PAVER DRNEWAY-44 PAVER DRNEWAY= PVER AVERWALKWAY = 6 WALKWAY = 6 IMPERVIOUS = 61.7 IMPEIMIDL S = 62.7 1,349 1.330 SOD 76 LOT A& SOD J76 LOT ;06 R R1W 179 579 APRON - APRON = 51 SIDEWALK = 112 SIDEWALK = 112 SOD 16 SOD 16 TOTAL AL AREA = 2,364 AREA =2.J00 DRIVEWAY = 500 DRIVEWAY a 451 SIDEWALK = 118 SIDEWALK - 118 SOD 9 SOD I Ler 242_ 1&3 24d MY 11" ITF Mq ti 5400 E. COLOWL DR. ORLANDO, FL 32807 ON LOT AREA CV.CS: ON LOT AREA CV.CS: SOUARE FFET SOIMRE FEET LOT - Z090 LOT - 2,090 LIVING -894 LMAC - 824 CARAGE - 249 GARAGE - 259 PAVER ENTRY - 36 PAVER ENTRY - 68 LANAI -102 LANAI • 102 BREEZEWAY - N/A PAVER ORNEWAY- 261 PAVER ORNEWAY=225 DRIVEWAY = 261 A/C PAD - 9 C PAD = 9 PAVER WALKWAY - 48 PAVER WALKWAY= 25 IMPERVIOUS= 60.0 T IMPERVIOUS= 57.1 9 1,254 1,194 500 7 SOD 54 LOT R/W 176 LOT ;UiA Rlw - 176 APRON = 30 APRON - 30 SIDEWALK = 110 SIDEWALK = 110 SOD = 36 SOD = 36 AREA 2.266 DRIVEWAY = 255 AREA = 2.266 DRIVEWAY = 291 SIDEWALK = 158 SIDEWALK = 135 SOD SOD 7 tL U 1'. l V 1YtP--1 1 .! 1. 0 G U 1 1 aG- ILI OLD U G . 11 V G . - L-11 V 1J .J UIL V L'. 1 UJ -1 IJ 407)-277-3232 FAx 407 -658-1436 PAL'! • • P®O a1 LM I. D TYMPAL .. Dsi - fllbDaL SETMKMM Lac D • DELTA U07M SC11.E H- i• = 20'- DRAWN 8Y: Tp . MIT OF IIEVMX WIV RM 1 = CA = OQD DEARDIG t' 1W LINDOMMVED D AWWDS SEF _ TSLIiVE1'DRS DATE ORDER NaATP= rL . Paw DF DoraDm Du9VATAE MIX UTO., • 11TD.ITY 111 FLORAL BGWDPROiESSiOMTL LAID N CJMPIER S! -t 111E iLdEM AD111NS11AilYE CODE 1734-17cokcRMKMSENCRVAKL •.!EDIT 66 LIAMDTUE 1AILL . 2 UNLESS O160SSEa wrnt SLRYF'DRY SUV- 7M5 SIl1VEY 6 NOT YALD AND S PREso m NR NFDRMTmv4L pLWO E= OhIY. PLOT PLAN 05-17-17 AW O® RA. . 101•RADIAL IIA = PANT a XW&C 3 T. • F'®R TANGEMLY y NAD = LIA3 a DISK 1 7W SURVEY MELS PREPARED FROM N7RE IFOLLMTON FlA&"fED NO NNE SURVEYM TORE AMY BE ODIER RES110CRON.S FORMBOARD FOUNDATION/ELEVS. 07-14-17 2799-17 DLOEtE y PAL 4• _ 6 ICElO1TL DESC R/v . AtfAli-VAT OR EASELEM= TNT AFTECT TOS PROPERLY. Fl Of -24-18NAL/ELEA5.- 465-172' IA /Kf 4996• PAx R MMI` CALLCLJ"LA A TM ESM. . EAS00a 4. NO LOWERGROUFD NPROVEIADFR LAVE OMM LOCATED LOUM OTWMSE SNOWM Ti. • FEWW Rent F].CE L t ' M NORTH S DO SURVEY LS PREPARED FOR TIE SOLE 60477 OF MME CERIM D 10 A D SNOIAD NOT BE I VP. • V7TNESS PMWT RMM UPC! BY ANY OTKR ENMYTN6BUILDNC/PROPERTY DOES NOT UE WNTHN 6. D00606 SIDMN FOR TLE LOCATOR OF Ad"EldENS NETEON SNOUD NOT BE USED TO R£C'ONSTRIKA BOUNOMY LNE4Y: I INE ESTABLISf1ED 100 YEAR FLOOD PLANE AS PER fIRAI' 7. 6[ARINOS, ARE SUED ASSAILED d1UM AND ON TIE LIC SIDMN AS SkW BE~ (B8.) A a&ATONS f SIDWK ARE 84SM ON NATMAL CEODM VERRCN. 047M OF 19229. UAESS 011*WMW NOTEDUSENMEYER.L / 471 1 JAMES W. SCOTT, R.LS / 4801 ZONE X MAP 112117C 0055 F 9. CEN IF)CATE OF AV"40 WZAMN Na 4596. DESCRIPTION AS FURNISHED: Lot 254, THORNBROOKE PHASE 5, as recorded in Plat Book 81, Pages 68 through 69 of the Public Records of 1 Seminole County, Florida. / BOUNDARY FOR / u CERTIFIED TO: Taylor Morrison of Florida, Inc. C u T PLOT PLAN ONLY* N ko NOT A SURVEY) O C WOSED INFORMATION SHOWN o w BASED ON SUPPLIED PLAN to 0 4ND/OR INSTRUCTIONS PER a + CUENT(NOT FIELD VERIFIED) CO LOT 247 to v CURVE DELTA RADIUS LENGTH CHORD CHORD BEARING LANDSCAPE/OPEN SPACE/SIGNAGE/WALL/FENCE/UTILITIES) Cf 05'56'10• 65.00' 6.73' 6.73' S 03'07'08' E TRACT B N 00-09'03"W C2 20'3645• 65.00' 23.38' 23.26' S 16'2335• E 99 .4_q' 2.9nn' 92 no, 29 nn' 29 nn' 9g nn' 22 nn' 92 e.4' AREA = 2,267 DRIVEWAY = 255 VNE L = 158 REC. 1/2' SDD = 63 14596 SET 4 14596 APEMLEV717SONS ti EDlFINSHED SP07 GRADE ti,p` PER DRMW„ E PLANS. G W;3EWHEYMT SCD LEGEND OL. • 'mrt L LDi : _ _ * m' " 1Yotl'AL pfG • l7VAM l.EAt • POOR 6 REVERSE L7RVA71RE F • PLAT D • + PLG • raw OF Cckm CUIVATM C n 1p. sm RAA % • IUML i IA • DAW RODPIPE NIL • L • Paw 6 CA • l'OIORIE I ;Dn O3 . N" fECUDW6 P.T. • P Ii 6 POG POW OF CDOELCOdr DCSG EESiFIDI UL . 1/Y Lit IBLS 49% PARECOVEREDA, • PODWEKT-M6OIENCE 10UENr R CALL . T12 rr. ' • FDOSWD MOOR ELEVATmI L • AEC LEW CERMED BY.• ' TDM X. CRUSENM LS. 1 471 JA ES W. SCOTT, RLS 1 4801 LK. I.K. I.K. I.K. I.M. I.M. a.e.)N 00009' 03" W MERRY BROOK CIRCLE (40' R/W) TRACT A "NDS P n„ L 1 DAG f1A-) ULA. 11V C/. - Ll`11V1J 0 U1L VL' 1 UIL0 V D • DELTA UWNG - 770 N070k D F u OQ LWT6 PAVER ENTRY = 9 1. IFR IMDLR9CNED CM NOPERY CERIIFY TAT IM SLRYEY NEEIS THE IWMW IECANWAL STAN04M SEI FOMW BY 10.00' LOT 256 1 D.00 LOT 255 10.00' LOT 254 W W/COLUMNSOFF 10.00' LOT 253 10.00' LOT 252 LOT 251 10.00' 10.00LOT250 10.00' LOT 249 u " ¢ BEARDS ISD • NASL L DISK ACICOVD. 1 1116 SURVEY MAS PREPARED FROM TITLE WORMA71ON F LOtNE FED TO INE SUVEYO2 DI RE WY BE o71ER RES"VC1016 AC EC AC D AC R/W = 179 N APRON -51 q CENTEALINEPOINT SIDEWALK = 112 5. IM SURVEY 6 PREPARED FOR THE SOLE BENUIT OF THOSE CERiim 70 AND SNOU.D Nor BE SOD = 16 TOTAL RELED UPON BY ANY OBIER ENi1fY. ON VE DRNETYAY . 451 20.0 c COV -0. 5.4' CO O. CO D. 0 9 o CO D. CO D. 5'2 CO D. 0 20.0 UNE p CONC. CONC. CONC. a 46 CONC. CONC. CONC. e c CONC. Mi 16.8' 3 3' 3 3' 16.8' M 7'2 NOT NOT 72 LIEv"E INCLUDED INCLUDED TWO STORY 2.0' ATTACHED 20 3 3 RESIDENCE"> F.F.=26.63' f22.0COV'D'. i n h i g h ag$ psi a o COV'D. 20 gBRICKo q o q o$ 01 m o O, q Io O1 Io OV BRICK 10 Om1 DAD O Oh, m AeD Obi 10 0 1 00 001 F.F.E=26.6' F.E=26.6' y F.F.E.=26.6' En F.F.E=26.6' U1 F.F.E=26.6' H F.F.E=26.6' H F.F.E=26.6' a Y WILLOW REDWOOD REDWOOD BIRCH 81RCH REDWOOD WILLOW 3 i CO D. CO D. CO D. CO D. SMBRICKBRICKBRICKBRICKm e . 7 a 5.7' 0 0 15. c 5.7' p ON 3.7 i o 3.7 wi 2 7' i COVD: 3.7' 3.7' LINE o 4 9' 0 127' 4 9'9 VCOVID. 9'9' BRICK K f0.0'4 12.7' o34.7' F 9 34.7' 16' 16BRICK WALK BRICKWA LWDR. DR. BRICK BRICK BRICK BRICK BRICK BRICK DR. DR. DR. DR. DR. DR. 58' 00' DO' 25. ' 25.00' 25.00 0.8 N Ar r f0' AIT. R41 r' ON h' tik' tib_ is N C1 15.28' 22.00' 22.00' 22.00' 22.00' 22.00' 22.33' I.R. SET SET SET SET SET SET SET AREA = 2,267 DRIVEWAY = 255 VNE L = 158 REC. 1/2' SDD = 63 14596 SET 4 14596 APEMLEV717SONS ti EDlFINSHED SP07 GRADE ti,p` PER DRMW„ E PLANS. G W;3EWHEYMT SCD LEGEND OL. • 'mrt L LDi : _ _ * m' " 1Yotl'AL pfG • l7VAM l.EAt • POOR 6 REVERSE L7RVA71RE F • PLAT D • + PLG • raw OF Cckm CUIVATM C n 1p. sm RAA % • IUML i IA • DAW RODPIPE NIL • L • Paw 6 CA • l'OIORIE I ;Dn O3 . N" fECUDW6 P.T. • P Ii 6 POG POW OF CDOELCOdr DCSG EESiFIDI UL . 1/Y Lit IBLS 49% PARECOVEREDA, • PODWEKT-M6OIENCE 10UENr R CALL . T12 rr. ' • FDOSWD MOOR ELEVATmI L • AEC LEW CERMED BY.• ' TDM X. CRUSENM LS. 1 471 JA ES W. SCOTT, RLS 1 4801 LK. I.K. I.K. I.K. I.M. I.M. a.e.)N 00009' 03" W MERRY BROOK CIRCLE (40' R/W) TRACT A "NDS P n„ L 1 DAG f1A-) ULA. 11V C/. - Ll`11V1J 0 U1L VL' 1 UIL0 V D • DELTA UWNG - 770 N070k D F u OQ LWT6 PAVER ENTRY = 9 1. IFR IMDLR9CNED CM NOPERY CERIIFY TAT IM SLRYEY NEEIS THE IWMW IECANWAL STAN04M SEI FOMW BY M1M1L 1 um UTD.11Y BREEZEWAY - N/A THF FLORpA BCIVRD OF PNOiESSON14L UND SLOhO S M CWPIER SP -17 OF THE FLORMA AOIWRSMTIVE CODE BLOCK amvTAiAaAUtr DA • 9T7i30vjw nr u• 2 UNLESS E]IB065FD MTM SLNYEYDRY SEAL. DO SURVEY 6 NOT VAUD AND 6 PREsuam FOR DRDRLAnOFl4L. PLNP06ES ONLY PAVER WALKWAY- 6 u " ¢ BEARDS ISD • NASL L DISK LUPERv10US = 62.7 1 1116 SURVEY MAS PREPARED FROM TITLE WORMA71ON F LOtNE FED TO INE SUVEYO2 DI RE WY BE o71ER RES"VC1016 N RAI • EAS00 -VAr SOD 76 OR EASOWEN S TAT AFFECT THIS PROPEM. ESMT. • TASEIENT R/W = 179 4. NO UDEAGROIRD AWROVEMpi15 HAVE BED! f.OG7ED UNiiSS 07FER1F6E Si#DM L APRON -51 q CENTEALINEPOINT SIDEWALK = 112 5. IM SURVEY 6 PREPARED FOR THE SOLE BENUIT OF THOSE CERiim 70 AND SNOU.D Nor BE SOD = 16 TOTAL NORTH RELED UPON BY ANY OBIER ENi1fY. THIS BUXD M,/PROPERIY DOES NOT UE MRTHN i ORA OId SHOWN FOR 7 E L004MM OF AdPROWDIM S 10MON SNOOD NOT BE USED TO REOOF67RUCI BOUNLTWY LANES DRNETYAY . 451 SIDEWALK 118 7. BEARINGS ARE BASED ASAWED DVUI AND ON ME LNC SNOIYN AS BASE BFAMW (Bd) THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER ?LRM' d D"ATKMS IF SHOWN. ARE BUSED ON M4TVMV. CEOOEW VER7M OATLW CF 1029. UNLESS CITNERMISE NWEEL ZONE X MAP / 12117C 0055 F 9. CERI* ATE OF AUTT1pN7ATION W 4598. ON LOT AREA CALCS: SQUARE FEET ON LOT AREA CALLS SQUARE FEET LOT - 2.185 V LmNG - 770 UWNG - 770 Loo PAVER ENTRY = 9 PAVER ENTRY = 9 bo-- to m000 M1M1L 1 BREEZEWAY = N/A BREEZEWAY - N/A m c 4 aU F _ nr eu nr u• ON LOT AREA CALCS: SQUARE FEET ON LOT AREA CALLS SQUARE FEET LOT - 2.185 LOT - 2,121 LmNG - 770 UWNG - 770 GARAGE = 458 GARAGE =458 PAVER ENTRY = 9 PAVER ENTRY = 9 LANAI - 93 LANAI - 93 BREEZEWAY = N/A BREEZEWAY - N/A PAVER DRIVEWAY- PAVER DRIVEWAY= A/C PAD = 9 A/C PAD - 9 AVER WALKWAY = 6 PAVER WALKWAY- 6 IMPERVIOUS = 61.7 LUPERv10US = 62.7 1,349 1,330 SOD = 376 SOD 76 OFF LOT A 2EE-LOT R/W . 179 R/W = 179 APRON -51 APRON -51 SIDEWALK - 112 SIDEWALK = 112 SOD - 16 SOD = 16 TOTAL A< AREA = 2.364 AREA = 2,300 DRNEWAY - 500 DRNETYAY . 451 SIDEWALK 118 SIDEWALK 118 500 SOD -392 LOT 242. 243. 246 LOT 244 OR 245 ON LOT AREA CALLS: ON LOT AREA CALLS: SOWRE FFFT SQUARE FEET LOT = ro90 LOT 2,090 LIVING = 894 LIVING = 624 GARICE = 249 CARACE 259 PAVER ENTRY = 36 PAVER ENTRY = 68 LANK = f02 LANAI f02 BREUEMY - N/A PAVER DRIVEWAY 261 PAVER DRNETVAY=225 DRIVEWAY - 261 A/C PAD - 9 A/C PAD = 9 PAVER WALKWAY - 48 PAVER WALKWAY= 25 IYPERVIDUS= 60.0 x AUPERWOUS= 57.1 x 1,254 1,194 SOD 527 SOD 54 L LOT A R/W 176 R/W 176 APRON = 30 APRON TD SIDEWALK = 110 SIDEWALK = 110 SOD 36 SOD = 36 K AREA = 2,266 DRIVEWAY = 255 AREA = 2,266 DRIVEWAY 291 SIDEWALK = 158 SIDEWALK 135 SOD 5 SOD = 576 4, 5400 E COLONIAL FL 32807 SALE I- f' - 20'--1 1 DRAWN Sr - PLOT PLAN 05-17-17 1734-17 FORMSCARD FOUNDATION/El M 07-14-1 2799-17 FINAL/ELL16. 01-24-18 463-17 DESCRIPTION AS FURNISHED: Lot 250, THORNBROOKE PHASE 5, os recorded in Plot Book 81, Pages 68 through 69 of the Public Records of 4 Seminole County, Florido. a BOUNDARY FOR / u CERTIFIED TO: Yohoyro Terrero and Luis A. Terrero; Inspired Title c Services, LLC; First u Americon Title Insurance Company; Toylor Morrison Home Funding LOT 251 10'OOCMLOTT. PAVER DRIVEWAY -4i, toPLOTPLANONLY- NOT A SURVEY) O C PROPOSED INFORMATION SHOWN BASED ON SUPPLIED PLAN O Li) O AND/OR INSTRUCTIONS PER e A CLIENT(NOT FIELD VERIFIED) CO 3 SLOT cLOT247 m sv AREA. = Z267 DRIVEWAY = 255 SIDEWALK - 158 REC. 1/2" SOD / 4596 Qt-p 10 PROPOSED-nNSHEL+: SPOT GRADE YCPQELEVATIONSPER. DRAINAGE PLANS ` cf 171 /' _ r FUL, ro ow- C/(-.- ON LOT AREA CALCS: SOUARE FEET CHORD CHORD BEARINGCURVEDELTARADIUSLENGTH LANDSCAPE/OPEN. SPACE/SIGNAGE/WALL/FENCE/UTILITIES) o , „ N 00 09 03 W CI 05'56'10' 65.00' 6.73' 6.73' S 03'07'08- E 23.26' S 16'23'35- E PAVER ENTRY = 9- C2 20'3645' 65.00' 23.38' TRACT B W LOT 253 10.00 SLOT 252 LOT 251 10'OOCMLOTT. PAVER DRIVEWAY -4 99 _ A 99 nn' 99 nn' A99 nn' 99 nn' 99 nn' 99 nn' 9,9 AAI 4596 cT.ci Lj 0 -Ell v lvl 1 .G IL - L/ c PAL - P®R W LW LRAM • LR" LEGEND - Tw. . TINCAL : .., - Ric P FIAT PAL - • PONT E II vam wwAnw • • OMn r - r1a b - tL 1. - PUNT OF CDlDND anv.%uw w ft C/2 V. • oLD/ PIDEr NR. L i'WIOh11ADIAL PL • Pow LR - ION IIfD-^ PAL, - PMWT DF KTJNN li P.T. • rw CA • COILTETE HD NOO PAL PMNT E C040CEIQR RSL KSC SET LR. . V2' LIL /11.1 4Y16 ' I RAI- • POIIYVENT REFERENCE HDAIEIIT R • RAW RM • vE • FF., . roa9tn rL= ELEVATm1 L - AK CALL - CALC LAI n cvmnED BY. ` C TOM X. GRUSENM LS / 4 ti JAMES W. SCOTT, R.LS 1 4801 B.e.)N 00°09'03" W MERRY BROOK CIRCLE (40' R/W) TRACT A h O IN, N 00 m co U IN NE 7 LOT AREA CALCS., ON LOT AREA CALCS: SOUARE FEET SQUARE FEET LOT - 2,185 LOT - 2,121 LIVING - 770 LAING - 770 GARAGE - 458 GARAGE = 458 PAVER ENTRY = 9- FFW/COLUMNS 10.00'LOT 256 255 SLOT 254 W LOT 253 10.00 SLOT 252 LOT 251 10'OOCMLOTT. PAVER DRIVEWAY -4 1.3 24910'011 236 LANAI - 102 WALKWAY - 6 AEC' SLOT IMPERVIOUS - 61.7 IMPERVIOUS = 62.7 1,349 1.330 SOD - 7 E SLOT CAL R/W - 179 R/W - 179 20.0 COVD 5. oCOVD. COVD. 0 9 COVD. COVD. 5.220.0' COVD. TOM AREAS* AREA - 2,364 AREA = ZJDO DRIVEWAY = 500 DRIVEWAY - 451 SIDEWALK - 118 SIDEWALK - 118 c CONC. i CONC. CONC. 1d Rc CONC. CONC. Tc COVD. CONC. 01%% WINS, F SHOWK ARE BASED ON NAIf01NL GEODETIC VErrm LNNM OF 1929. UNLESS 07HRWISE NOTED. i 16.8' 3 3' 3 3' Pi CONC. 7.2 NOT NOT 7s vE i INCLUDED INCLUDED TWD STORY 2.0' ATTACHED 20 3 3 3 3 3 RESIDENCE F.F.-26.63' 3 y - ZOCOVD. h o n hg n8 c n a b a 0 o COVD.2.O BRICKBRICKIoo000$ o 0 o OV LD A O, UD A A go Off! C, Dpi C, 4 A O, O1fIi O, OIt,, F.F.E.=26.6' WILLOW REDWOOD REDWOOD BIRCH BIRCH REDWOOD REDWOOD WILLOW i COVD. COVD. COVD. COVD. BRICK BRICK BRICK BRICK c . 7' c 5.7' a 15. c 5.7' c ON 3.7On c 3.7 wi c COVD. "i 2 7' "i CO 'D:o 13.7' 13.7' UNE 34.7' 9' 127' '1 9' BRICK 9 10.0' 9 BRICK 1: 10.0' rte'. 12.7' 9' 0 9 34.7' 16' 16 BRICK BRICK K:K W W W W DR. DR BRICK BRICK BRICK BRICK BRICK BRICK DR. DR. DR. DR. DR. DR. 9.58' 00' 00' 25. 25.00' 25.00 N s 1 I0' LAM 0.8' w 4i/ ey a. ON s ON NE C1 15.28' 22.00' 22.00' 22.00' 22.00' 22.00' 22.33' LR• C2 err uLn SET SET SET SET SET SET SET 4596 cT.ci Lj 0 -Ell v lvl 1 .G IL - L/ c PAL - P®R W LW LRAM • LR" LEGEND - Tw. . TINCAL : .., - Ric P FIAT PAL - • PONT E II vam wwAnw • • OMn r - r1a b - tL 1. - PUNT OF CDlDND anv.%uw w ft C/2 V. • oLD/ PIDEr NR. L i'WIOh11ADIAL PL • Pow LR - ION IIfD-^ PAL, - PMWT DF KTJNN li P.T. • rw CA • COILTETE HD NOO PAL PMNT E C040CEIQR RSL KSC SET LR. . V2' LIL /11.1 4Y16 ' I RAI- • POIIYVENT REFERENCE HDAIEIIT R • RAW RM • vE • FF., . roa9tn rL= ELEVATm1 L - AK CALL - CALC LAI n cvmnED BY. ` C TOM X. GRUSENM LS / 4 ti JAMES W. SCOTT, R.LS 1 4801 B.e.)N 00°09'03" W MERRY BROOK CIRCLE (40' R/W) TRACT A h O IN, N 00 m co U IN NE 7 LOT AREA CALCS., ON LOT AREA CALCS: SOUARE FEET SQUARE FEET LOT - 2,185 LOT - 2,121 LIVING - 770 LAING - 770 GARAGE - 458 GARAGE = 458 PAVER ENTRY = 9- PAYER ENTRY =-9- LANN - 93 LAND - 93 BREEZEWAY - N/A BREEZEWAY = NIA PAVER DRNEWAY-44 PAVER DRIVEWAY -4 PVER 236 LANAI - 102 WALKWAY - 6 PAVER WALKWAY - 6 IMPERVIOUS - 61.7 IMPERVIOUS = 62.7 1,349 1.330 SOD - 7 SOD - 376 OFF LOT AREA CS: CAL R/W - 179 R/W - 179 APRON - 51 APRON - Sf SIDEWALK - 112 SIDEWALK - 112 SOD - 16 SOD - 16 7MA-LARRY7- TOM AREAS* AREA - 2,364 AREA = ZJDO DRIVEWAY = 500 DRIVEWAY - 451 SIDEWALK - 118 SIDEWALK - 118 SOD = 9 I.R. I.R. LOT 24Z 243. 246 LOT 244 OR 245 SOD ` 36 ON LOT AREA CALLS ON LOT AREA CALCS: rye' SQUARE FFET SQUARE FEET AREA. - 2.266 DRIVEWAY =291 SIDEWALK - 135 LOT -2,090 LIVING - 894 LOT - Z090 LIVING - 824 SOD LeAtE MMS TNitfAity L& L4= ao • HAIL nLSK GARAGE - 249 GARAGE - 259 FORMS04RD FOUNDATION/ELEVS. 07-14-17 PAVER ENTRY36 PAVER ENTRY - 68 5400E. LONIAL DR. 236 LANAI - 102 LANAI 102 407)-277-3232 BREEZEWAY - N/A PAVER DRIVEWAY=261 w EDIT PAVER DR1VAY-225 DRIVEWAY - 261 AVER hy9 PVER WALKWAY- 48 IMPERVIOUS - 60.0 T WALKWAY - 25 IMPERVIOUS= 57.1 S WA • VITESS P®IT 1.254 54 9e SOD 27 Soo LOT THIS BUIDING/PROPEMY DOES NOT UE WITHIN R/w - 176 R/N - 176 APRON . 30 APRON - 30 Z WARPF,.S ARE BASED ASSURED o4nN AND ON THE LLE SHOW AS BASE "MARK' (&&) SIDEWALK - 110 SIDEWALK - 110 I.R. I.R. LR. SOD ` 36 SOD - 36 NOTE PAVER RF11S ARE NOT rye' AREA DRIVEWAY SIDEWALK Z266 255 15B AREA. - 2.266 DRIVEWAY =291 SIDEWALK - 135 PVCLUDED IV "COMM AREA G SOD LeAtE MMS TNitfAity L& L4= ao • HAIL nLSK SOD - 578 3 AIS SURVEY WAS PREPARED FROM TITLE NODRWTION FVRNm*D TD IW SUINEVOR. THERE MAY BE OTHER RE91WI OPTS FORMS04RD FOUNDATION/ELEVS. 07-14-17 VEYORS 5400E. LONIAL DR. ORLANDO, OR EASDNXM TAFFECT THIS PROPERTY. 407)-277-3232 FAX 66. 5832807 436 ICTLALx Lot NOIES. SG1LE ,- /• = 20' WAWN By - Dow "- C FINM u . pptp , 04ORDYS 1. IE MDelSlaFm OM HEREBY CERTIFY INT IM SURVEY MEETS THE MI MS tET7IarN. sTAND aDs SET FORM EW IW FLORCA EKiWO OF PROFES90NV. LAND SURVEYORS w GNPIER 5J-17 OF IE FLOA ADIOWSTRAME CODE DUE ORDER Nw 1rtn. BLOL*Vk &A - loamvm 2 IR4.E35 eA9OSSED ww SURVEY0R5 SEAL 1145 SURVEY 6 NOT VALID AND 6 PREsam FOR ofaw ATpNLL PURPOSES ONLY. PLOT PLAN 055-17-17 1734-17 LeAtE MMS TNitfAity L& L4= ao • HAIL nLSK 3 AIS SURVEY WAS PREPARED FROM TITLE NODRWTION FVRNm*D TD IW SUINEVOR. THERE MAY BE OTHER RE91WI OPTS FORMS04RD FOUNDATION/ELEVS. 07-14-17 2799-17 1N LIW - VAY OR EASDNXM TAFFECT THIS PROPERTY. FWVVDXM Of -24-18 463-T7 w EDIT 4. NO UNDERGROUND OFIOVE'YENTS INVEVE &ON LOCATED UNLESS OT)O WISE SHOWN. E - CENTVK DK S IHS SURWY 6 PREPARED FOR At SIDLE 6ENETA OF THOSE CFRW D TO AND SHOULD NOT BE WA • VITESS P®IT NORTH Re,ED UPON BY ANY OTHER ENTTIY. THIS BUIDING/PROPEMY DOES NOT UE WITHIN 01YDCAONS SHOWN FOR INE LOCATION OF APROVEYEUM HER£ONI SHOULD NOT 6E L6ED TO RECON15TRUCT BOUNDARY LOAM FIRM" Z WARPF,.S ARE BASED ASSURED o4nN AND ON THE LLE SHOW AS BASE "MARK' (&&) THE ESTABLISHED 10o YEAR f100D PLANE AS PER 01%% WINS, F SHOWK ARE BASED ON NAIf01NL GEODETIC VErrm LNNM OF 1929. UNLESS 07HRWISE NOTED. ZONE X LAP / 12117C 0055 F 9. C WrATE OF AU"XWATTON Na 4596 DESCRIPTION AS FURNISHED: Lot 252, THORNBROOKE PHASE 5, as I in Plat Book 81, Pages 68 through 69 of the Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Kovitho Alogu; Inspired Tit Services, LLC; First American Title Insurance Company; Taylor Morrison Home Funding PLOT PLAN ONLY* 'tom io NOT A SURVEY) O C tOPOSED INFORMATION SHOWN p w BASED ON SUPPLIED PLAN Aq O 4ND/OR INSTRUCTIONS PER e w CUENT(NOT FIELD VERIFIED) CO LOT 247 ON UNE 90 fiXXLj t3 c o k C ti DNLOT AREA CALCS. SOLWtE FEET CHORD CHORD BEARINGCURVEDELTARADIUSLENGTH LANDSCAPE/OPEN SPACE/SIGNAGE/WALL/FENCE/UnL1T1ES) „ N 00-09'03 W C1 05'56'10" 65.00' 6.73' 6.73' S 0307'08" E 23.26' S 16'23'35' E LSO c2 20'3645" 65.00' 23.38' TRACT B W/COLUMNS 10.00' LOT 253 10.00' LOT 252 C LOT 250 10.00' 99 _ ' .92 nn' 99 nn' 9,9 nn' 9.9 nn' P.9 nn' 92 nn' 22 AAI REC. 112* PROPOSED=nNSHED SPOT,GR4DE ,y 0o ELEVATIONS PER DRAINAGE PUNS rl 4596 I.R. I.M. I.K. LK. I.M. B.B.)N 00e09' 03" W XUJD PAVER ITEIZV ARE HOT MERRY BROOK CIRCLE (40' R/W) TRACT AM1p.LIDED IN IMPERVIOUIS AREA DNLOT AREA CALCS. SOLWtE FEET SOLARE FEET O O LOT 2.121 LMNC 770 r IN LSO 1 10.00' LOT 256 10AEC.00' LOT 255 10.00' LOT 254 W/COLUMNS 10.00' LOT 253 10.00' LOT 252 C LOT 250 10.00' 3 10.00' OFFLOT249 c VE WALKWAY - 6 1N NE AC IMPERVIOUS = 62.7 A A _AC LOT25 1 SOD - 376 AC 1734-17 R/W - 179 RIM' - 179 APRON -51 APRON - 51 SIDEWALK - 112 SIDEWALK - 112 SOD - 16 SOD - 16 AL K UNE AREA - 2.300 20.0 COVD. 5.2' COVD. COPD. o 9 o COVD. SOD -392 COVDoCDVD. 20.0 R RA93US L • AMC ' R L AND IR,OE7ECROIMO AIPROVELk]41S INVE LEEN LOCATED UFAESS 011107W61 SiIOWFI 0 CONC. CONC. I CONC. t CONC. 'o o J e CONC. i 16.8' 34.3' 3' 16.8' i CONC. E OLE1AD9 IS SNOW FOR TIME LOCATION OF NPROIANWIS HEREON' SHOULD NOT EW USED TO RECONSTRUCT BOUNDARY LIES LINE z2 EERTiFIm BY: NOT NOT 7'2 i 7HE ESTABUSfiED 10o YEAR FtooO PLMIE AS PER i1RM- EL ELEVA71ON5. F SHOWN. ARE BASED ON N4IVN4L OEODEVC VEpnM DAILN OF 1029. LMW OAEAN7SE NOTED. INCLUDED INCLUDED iDL/ X. GRUSEN LS.' / 14 .LAMES W SCOTT, R.LS /4801 ZONE X MAP / 12117C 0055 F A CEA11FICATE OF AURIOWATION N& 4596. TWO STORY 2.0' 3 3 3 3 ATTACHED RESIDENCE F.F.=26.63' 3 3 3 20 y 2.0 COVD. a 1 BRICK o gy p 00 c h 00 c h 0$ h c N^1 g o$ h o COVD.2.0 g BRICKn 4 0 to co Ob F.F.E.=26.6' y F.F.E.=26.6' H F.F.E=26.6' 0 F.F.E=26.6' F.F.E=26.6' y YWILLOW REDWOOD REDWOOD BIRCH BIRCH REDWOOD REDWOOD WILLOW v COVD. COVD. COVD. COVD. BRICK BRiCK BRICK BRICK c . T c 5.T c c 15. b 5.T c 3. 7ON 11 o 3.7 Pi 0 COVD. "i 2 7' "i COVD., OF i3.7' 13.7' UNE 34.7' o r 9 0 12.7' 4 9' BRICK 9' 10.0' 9 BRICK K 10.0' 0 f 2.7' 9 c 9' 34.7' 16 16 BRICK BRiCK K K W W C W WALK DR DR. BRiCK BRICK BRICK BRICK BRICK BRICK DR. DR. DR. DR. DR. DR. 9.58' 00' DO' 25-011' 25.00' 25.00 0.8' N L* c+ w 1 y01 f0' Mf ti ry MjYO 2r' JIRC2 NE 15.28' 22.00' 22.00' 22.00' 22.00' 22.00' 22.33' 2,, Crr UA.n SET SET SET SET SET SET SETREC. 112* PROPOSED=nNSHED SPOT,GR4DE ,y 0o ELEVATIONS PER DRAINAGE PUNS rl 4596 I.R. I.M. I.K. LK. I.M. B.B.)N 00e09' 03" W XUJD PAVER ITEIZV ARE HOT MERRY BROOK CIRCLE (40' R/W) TRACT AM1p.LIDED IN IMPERVIOUIS AREA 9 Y I.K. Ua ARE I.K. ti G 1 C 5400E CDL( ON Lor AREA 6V.CS DNLOT AREA CALCS. SOLWtE FEET SOLARE FEET O O LOT 2.121 LMNC 770 r IN PAVER ENTRY - 9 PAVER ENTRY = 9 N/ 00 A m C a U A/CVER WALKWAYVEWALKWAY - 6 1N NE IMPERVIOUS - 61.7 IMPERVIOUS = 62.7 rrr SAA ICA' n 9 Y I.K. Ua ARE I.K. ti G 1 C 5400E CDL( ON Lor AREA 6V.CS DNLOT AREA CALCS. SOLWtE FEET SOLARE FEET LOT 2.185 LOT 2.121 LMNC 770 LIVING = 770 CARACE = 458 GARACE 458 PAVER ENTRY - 9 PAVER ENTRY = 9 LANAI . 93 LANAI = 93 BREEZEWAY - N/A BREEZEWAY = N/A PAVER ORNEWAY-44 PAVER DRNEWAY- A/C A/C VER WALKWAYVEWALKWAY - 6 6 IMPERVIOUS - 61.7 IMPERVIOUS = 62.7 1.349 1.330 SOD - 376 SOD - 376 L A 1734-17 R/W - 179 RIM' - 179 APRON -51 APRON - 51 SIDEWALK - 112 SIDEWALK - 112 SOD - 16 SOD - 16 AL K AR - 2.364 AREA - 2.300 DRIVEWAY . 500 DRIVEWAY -451 SIDEWALK - 118 SIDEWALK . 118 SOD - SOD -392 LOT 242, 243. 246 InT IAA M 9cS ON LOT AREA ULCS ON LOT AREA GV.CS: SOLARE FEET SOLARE FEET LOT - ZO90 LOT = 2.090 LIVING -894 LMNG - 824 CARACE - 249 DARACE - 259 PAVER ENTRY - 36 PAVER ENTRY - 68 LANAI -102 LANAI 102 BREEZEWAY - N//A PAVER DRIVEWAY 261 PAVER DRIVEWAY -225 DRIVEWAY - 261 Ci • CNaTD EFwRmO PPVERWALKWAY = 48 VER WALKWAY= 25 IMPERVIOUS- 60.0 2 IMPERVIOUS- 57.1 X 1.254 1.194 SOD - 5 7 SOD - 542 Off L 1734-17 R/W - 176 R/W - 176 APRON - JO APRON - 30 SIDEWALK - 110 SIDEWALK = 110 SOD - 36 AL SOD - 36 AREA - 2.266 AREA - 2.266 DRIVEWAY - 255 DRIVEWAY - 291 SIDEWALK - 158 SIDEWALK - 135 SOD 500 - 578 FL 32807 CrIL U 0 L 1 V 1V1 L" 1 L'. 1-1 0 L U 1 1 CX. 1`10 0 UG. 1_/V U. - L11 1 V 1J 0 U 1_1 V 1' 1 V! 10 407)-277-3232 FAX (407)-658-1436 LEGEND P.O.L. POOR IN LLE ILL 1113 SIM s:TDeac LOX D •DELTA HIDIES` Srv.£ ~ 1• . 20' DRAWN SY: ••• v TYP. PAX. TTPWALMWV REVERSE ORTVAIIAE aAol LDK 1ENCE Ci • CNaTD EFwRmO 1. AE WA)EISI lD DOES HEREBY COVIFY AAT 116 SURVEY MEETS 1FE MNDIIAI IECIVIRAL SUNNfAYYRK SET FOM 9r DATE ORDER Na F M D LG POW IF CU CLRV TUK W& FUCE UTIL. • U1y3ri AE FLORIDA DGRD OF NIOELS51i0NK LAND SIAiVEYd75 N CIAPIER SI -17 OF THE FLON[M ADLMi57RMNE CODE 1734-17 fQM V. IDW PRE L • POW a CURVAILOMTIE : 3 2 ureas WRH SLWVEYOR'S SF+V. no noftY 6 NOT WAm AND b PR£SOm FDR wCjajvoj*j. F'URP'06ES OKY. PLOT PLAN 015-17-17 RDA R® NSA. Al I DtAI PONT DEODRONT. T. - POSIT ? TAWG34CY DSD. L DISK A A6 SLA VEY WAS PREPARED FROM 71RE 9"116U1ON MRIADED ID PIE SIA OOR. HERE WY BE OAER RESIRIC"ONS FORMBOARD FOUNDATION/EliVS. 07-14-17 2799-17 SE - TE NDAD493 ? PBE. fir uam raw DT CODOKEJOO ECSC. SCUMV 101 R/ RIGAMAL R/V . R10rt-VAT OR EASE 000 AAT AFFECT 116 PROPOM. FlNAL/ELEVS. 01-24-18 46J-17 mr LoDw PAMrr. PERMNEM REFERENCE NDADENT R RA93US L • AMC ' R ES1rt. EASEfO1T AND IR,OE7ECROIMO AIPROVELk]41S INVE LEEN LOCATED UFAESS 011107W61 SiIOWFI CALL - CALC1.lATED MPED Rmt CLEVAT101 t S A6 SLtlMY 6 PR0.11PED FOR AE SOLE BEI i}li OF 711QS£ CERIiED TO AND SNOUI.D NOi EE' J VP. VTIIM PCDIT NORTH RELIED UPON BY ANY OTHER ENTRY. THIS BUILDINO/PROPERiY DOES NOT UE WITHIN E OLE1AD9 IS SNOW FOR TIME LOCATION OF NPROIANWIS HEREON' SHOULD NOT EW USED TO RECONSTRUCT BOUNDARY LIES EERTiFIm BY: 7. SEARWGS, ARE BASED ASAAED M1w AND ON IBE 11E RMW As BASE WARM (BB.) 7HE ESTABUSfiED 10o YEAR FtooO PLMIE AS PER i1RM- EL ELEVA71ON5. F SHOWN. ARE BASED ON N4IVN4L OEODEVC VEpnM DAILN OF 1029. LMW OAEAN7SE NOTED. iDL/ X. GRUSEN LS.' / 14 .LAMES W SCOTT, R.LS /4801 ZONE X MAP / 12117C 0055 F A CEA11FICATE OF AURIOWATION N& 4596. DESCRIPTION AS FURNISHED: Lot 251, THORNBROOKE PHASE 5, as recorded in Plot Book 81, Pages 68 through 69 of the Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Toro Elizabeth Brody, Inspired Title Services, LLQ First American Title Insurance Company;Taylor Morrison Home Funding PLOT PLAN ONLY* tom ka NOT A SURVEY) C POPOSED INFORMATION SHOWN p w BASED ON SUPPLIED PLAN In O AND/OR INSTRUCTIONS PER e CUENT(NOT FIELD VERIFIED) C2 20'3645' 65.00' 23.38' TRACT B co LOT 247 IAT IAN ON t( 1/ dk C.l Yt tom . SQUARE FEET CHORD CHORD BEARING LOT - 2,185 CURVE DELTA RADIUS LENGTH LANDSCAPE/OPEN SPACE/SIGNAGE/WALL/FENCE/UnLmES) N 0009.03' W Cl OS'S6'10' 65.00' 6..3' 6.. 2673' S 03'07'08' E 23.26' S 16'2335' E 1.3' C2 20'3645' 65.00' 23.38' TRACT B co N NE IAT IAN ht 27 .q.4' 22 nn' 9?. nn' 99. nn' 99. nn' 22 nn' 99 nn' 22 AA' 2' tom . SQUARE FEET to CIA LOT - 2,185 O UNNG= 770 k6 GGEARA456 GARAGE 458 y 1.3' LANAI - 93 CO m co N NE IAT IAN 1.3 PWALKWAY - 6 10.00 LOT 256 10.00' LOT 255 10.00' LOT 254 NCONC.16 0.00' LOT 252 10.00' LOTS 10.00' LOT 250 10.00' oFFLOT249 R/W - 179 ON_ AEC SIDEWALK - 112 SIDEWALK - 112 SOD - 16 SOD - 16 TOTAL. AC AC AREA = 2.300 UNE DRIVEWAY - 451 I 20.0 c CO D. 5' CO D.e SOD .392 CO D. COVD. 52 CO D. 0 20.0 L AREA = 2,266 DRIVEWAY - 255 Co 0 46 CONC. CONC.LS 135 CONC. CONC. CONC. m o CO D. CONC. wi 16.8' 3,.3' 3 3' 16.8' i CONC. foo F1000 PEANE AS Zw 7.r USENM L.S. / 4 4 I W. SC07T, RLS /4801 ZONE X ANP / 12117C 0055 F NOT NOT r cLINE INCLUDED INCLUDED TWO STORY 2.0' 3 3 3 3 3 ATTACHED RESIDENCE F.F.-26.63' 3 3 2.0 y 20 CO D. n BRICK oro EI1. i 00 c a 0$ i 0 h80 n8 hgo CO D.20 S BRICK Cf CI CI CI b! OIOMTiroobiROObiKoobitoojmOEEYiRO 0' In F.F.E=26.6' Uw F.F.E=26.6• Yn M7LLOW REDWOOD REDWOOD BIRCH BIRCH REDWOOD WILLOW v CO D. CO D. CO O. CO D. m BRICK BRICK BRICK BRICK c 7' c 5.7' c c 15 c 5.7' c ON 3.7'i 0 3.7.i 0 CO D. E•i 2 7' Mi CO D:0 i3.7' Y3.7' UNE 34.7' o 9 r: o 12.7' 4 9 BRICK 9' 10.0' 9' BRICK 1: 10.0' 127' 9' 9 34.7' 16' 16' K W BRICK BRICK W W W W OR DR. BRICK BRICK BRICK BRiCK BRICK BRICK D& DR. DR. DR. DR DR. 58' 00' 00' 25. ' 25.00' 25.00 D.8' f 0' 4 klb 2 •° 4 ON y' NE C1 •15.28' 22.00' 22.00' 22.00' 22.00' 22.00' 22.33' S I. C2 eer usn SET SET SET SET SET SET SET slucWAu f3 REC. 1/ SOD `563 14596 lROPOSED-nNSHED SPOT. GR40E ELEVATIONS PER DRAINAGE'PLANS 4596 SUP LK. LK. LK. LR LK. e.84N 00°09' 03" W FTJ MERRY BROOK CIRCLE (40' R/W) TRACT A I.K. F/OME PAVEX ITEMS ARE NOT UDED N OIPERVIOUS AREA tom . SQUARE FEET to CIA LOT - 2,185 O UNNG= 770 k6 GGE ARA456 GARAGE 458 NE M LANAI - 93 CO m co N NE IAT IAN 9 far 9191 ON Lot AREA CALM ON LOT AREA CALLS: SQUARE FEET SOWRE FEET LOT - 2,185 LOT - 2.121 UNNG= 770 LIVING 770 GGEARA456 GARAGE 458 PAVER ENTRY - 9 PAVER ENTRY = 9 LANAI - 93 LANA = 93 BREEZEWAY = N/A BREEZEWAY - N/A PAVER DRIVCPAVERDRNEWAY- PAD = EWAY-44 PVER PWALKWAY - 6 VER WALKWAY - 6 IMPERVIOUS - 61.7 WPERVIOEFS = 62.7 1,349 1.330 SOD - 376 SOD - 376 OFF LOT AREA CALCS R/W - 179 R/W - 179 APRON -51 APRON -51 SIDEWALK - 112 SIDEWALK - 112 SOD - 16 SOD - 16 TOTAL. LOT AREA - 2.364 AREA = 2.300 DRIVEWAY - 500 DRIVEWAY - 451 SIDEWALK - 118 SIDEWALK - 118 SOD SOD .392 I FIT 9199 9l7 919A 1 FIT 94 AR 9199 ON LOT AREA CALLS ON LOT AREA CALLS SQUARE FFET SOWRE FEET LOT -2090 LOT 2.090 LIVING - 894 LMNC 824 GARAGE -249 WE PAVER ENTRY - 36 PAVER ENTRY = 68 LANA -102 LANAI 102 BREEZEWAY = N/A PAVER DRIVEWAY 261 WAVER DRIVEWAY -225 DRIVEWAY 261 A/C P 1734- 17SO VER WALKWAY - 48 VER WALKWAY - 25 IMPERVIOUS- 60.0 X IMPERVIOUS= 57.1 X 1.254 P.T. • POW OF TANGENCT 1.194 SOD 7 SOD 2799- 171:' L LOT xrn:mcs: R/W - 176 R/W 176 APRON - 30 APRON 30 SIDEWALK = 110 SIDEWALK 110 SOD 36 70TAL00 ; Wrl- 36 AREA = 2,266 DRIVEWAY - 255 AREA DRIVEWAY 2.266 291 SIDEWALK = 158 SIDEWALK 135 SOD 563 1 SOD 571 j 5400 E. COLONIAL FL 32807 L U A...) L _1.V -1V1 1', .1. f'i 1-1 A. U U 1 1 X 1i A..) A.) U L/ . 11 V L/ . - Ll`! 1 V 1J 0 U 11, V L' 1 U1 L &J 407)-277-3232 FAx(407)-658-143s D AL: pwrt M LD1.- e. . lJbTmIG gTMLX Lm ERAMD ZELTA NOTES - SULE - t' - 20' DRAWN sr. TTL. . TwtcAL PAL - POW 6 RLVOESE 0.81 omw CLrL • CMN LDRE FENCE c • CHORD C.1 . pO6 IF.AR)IG 1. TW IDA'DE)MVED DOTS HMW C R'11FY THAT IHS SURVEY MEEIS THE AOYMW TEEPO A. STAAD4WS SET FORM 8T w7E OIiOEJT Na TELD PLC. • PmIT LF COVOLM L7RVA7URC WW"- • V17® FI CE UTI • UILLTE IEE FLOWA BMW OF MCFESSEONV. LARD SURVEYORS N CFNPIER SF -17 OF 191E FLOWA ADWOSIRADVE LEGEm1734- 17SOBE A'- . PC/ Dr. P isCONCINETE MA7UE &K t IRLESS E7IBOSSED WM SURVEYORS SEAS. DO SURVEY 6 NOT WID AND 6 PRESEMED WR WOlD IX11AL PURPOSES CIALY PLOT PIAN 05-17-17 RODETE Pas. . POEIIT EF TEGROMS P.T. • POW OF TANGENCT KNASE NAD . NNR t IHStt 1 DdS SURVEY NAS PREPARED FROM ITRE DYDRMAWN FURAR57ED 70 DE SURVEYOR T1ETE ANY BE O"EIR RESFINCRON6 FORMBQARD FOUNwTION/ELEVS 07-14-17 2799- 171:' LFF1'nLD ut •596 D.C. P®1i CD4E71CDOIT OESC. • 1ES/1ID1 R/V - RIDIT-IF-vATOR EASEMENTS tINT AFFECT TN6 PROF+ERIY.f1ANL/ELEVS. Of -24-18 463-17PRMRED I • rMt. ER RETCIDtE IOAREMT FSNT. EASDpIT 4. NO MgERGROIMA DWROVEMENTS NAVE BEEN LOCATED IALESS 011ERW6E SHOWN D FF. • FDUS)n FLOO[ CLEVATID/ a S TILS SURVEY 6 PREPARED FOR THE SOLE EihVTT 0: 111CM TO AD SNOU.D NOT BE J Vonum NORTH BUXIMNG/PROPERTY DOES NOT LIE WrWN REILD MWF BY ANr ODER DOMTHISDMOSWA690MFORINELOrAWNOF40"09NIS IEREW SHdKD NOT BE EKED TO RECONSTRUCT BOENDWY UNrtSY: YEAR PER I1RM• 7, tEV1AFGs ARE BL9ED AssuMm w7VM AAD KN 711E LIVE SIFONN AS BfSE BEAR1Nc (BB) JAMES THE ESTABt1AFm foo F1000 PEANE AS 8. ELEVARONSIF SHOW AR£ EASED ON ANIEOAML MODE7IC VERTICAL GTLNE CF 7929. UH.ESS 07HERN1SE NOIM USENM L.S. / 4 4 I W. SC07T, RLS /4801 ZONE X ANP / 12117C 0055 F 9. CERIFICA E OF A 1110MATION Na 45M DESCRIPTION AS FURNISHED: Lot 253, THORNBROOKE PHASE 5, as recorded in Plot Book 81, Pages 68 through 69 of the Public Records of Seminole County, Florida. 0 BOUNDARY FOR / ui CERTIFIED TO: Alvaro Ibagon-Lovero and Erika Lopero; Inspired Title o Services, LLC; First u' American Title Insurance Company; Taylor Morrison Home Funding k r PLOT PLAN ONLY* tom io NOT A SURVEY) LA co OPOSED INFORMATION SHOWN O w BASED ON SUPPLIED PLAN Lq O AND/OR INSTRUCTIONS PER e w CLIENT(NOT FIELD VEMED) 1.3' 00 WALL F PLAT P= . PBDR 6' GDR91m CYRVAnW LOT 247 UTIL sIDLIYALK = t58 REC. 1/2' 500 -563 14596 G PROPOSED=ANSHED1SPOT GRADE ELEVATIONS PER DRAINAGE- PLANS E G 3o(o efuLi Sruok &A, TRACT B ( LANDSCAPE/OPEN SPACEISIGNAGE/WALL/FENCEIUIIUTIES) 99 _4_Q' Pq no, 99 no, CURVE DELTA RADIUS LENGTH CHORD CHORD BEARING C1 05'56'10' 65.00' 6.73' 6.73" S 03'07'08' E N 0009' 03" W C2 203645' 65.00' 23.38' 23.26" S 16'23 35• E 4596 I.R. NOTE PAYER ILEUS ARE NOT W IUPERNOUS AREA LR I.R. B.B.)N 00009'03" W MERRY BROOK CIRCLE (40' R/W) TRACT A r1ZUA7L'ilV1V11'i%1 !-IJC.V1 1 aG 10 VL/. ON LOT AREA CALCS: SOWRE FEET SQUARE FEET LOT - 2.185 LEGEND FAA- : L°` Is AOi+ : *_ ^^r e DELTA GARAGE 458 0 1.3' CHM SEARING WALL F PLAT P= . PBDR 6' GDR91m CYRVAnW 1 ESDI UTIL 1.3 P V. •MOI HPE "'- RAIL .: M91AL 10.00' LOT 256 OOLOT 255 10.00 -LOT 254 W LOTL Y53. MNS 10'00' 00 LOT 252 LOT 251 10.00' 00. LOT 250 T20 T 24 E L LKSFT )R . / i9MT PDL POINT or GDRO[flWT PAX - PC RWEMT REFERENCE NO4IENT AC ACO RIGHT -6 -VAT EAS£fOIT CACAC GLI: . CRM RAL i(D ./ FF... ' MAIMED FLDCR ELEVATION L ` ' 'TM THIS BURDINC/PROPER7Y THE ESTABLISHED R.LS / 4801 ZONE X EW.P. CENTERLINEVDIESS POINT NORTH CER17FIED BY: TOM X. CRUSENM R. S. / 471 ,WINES W. SCOTT, 100 MAP 20.0 DRIVEWAY : 451 5'?COVD. COVD. c 9 o COVD. COVD. 5 z COVD. 0' L b Ac CONK. CONK. CONK. a ALi CONK. CONK. CONK. o COVE. E7.2' 16.8' 3 3' 3' 16.8' i CONC. NOT NOT 72 VE L INCLUDED INCLUDED TWO STORY 2.0' ATTACHED 2.0 3 3 3 RESIDENCE F.F.-26.63' 3 3 3 3 1 COV -D. n• n h n• 0 n• 0 Ari• MI. i• 91 0 00 COVD.2.0 BRICKBRICKoppPo Mi P 0 Mi 00 0$ 0 2 DO DO F,E.=26.6' H F.F.E =26.6' H F.F.E=26.6'. y F.F.E.=26.6' y F.E=26.6' y F.E=26.6' wIuOW REDWOOD REDWOOD B RCH BIRCH REDWOOD WILLOW i L'OVD. COVD. COV'D. COVD. BRICK BRICK BRICK BRICK c 7' c 5.7' 0 0 15.7c 5.7' c ON 3.7 n 0 3.7%i C COVD. • i 2 7• "i COVD:o 3.7' 13.7' UNE 34.T o 4 9' o 127' 4 9" K BRICK .9. 10.0' 9. BRICK I: 10.0' 0 F 12.T 9' 0 9 34.7' 16' 16 N, BRICK BRICK ICK Nr W WALK BRICK BRICK BRICK BRICK BRICK BRICK DR. DR. DR. DR. DR. DR. 9.58' 00' 00' 25. ' 25.00' 25.00 I w ky 1 0. LryAyO s - s ON NE C1 15.28' 22.00' 22.00' 22.00' 22.00' 22.00' 22.33' I.R ri 2 err u.n SET SET SET SET SET SET SET 4596 I.R. NOTE PAYER ILEUS ARE NOT W IUPERNOUS AREA LR I.R. B.B.)N 00009'03" W MERRY BROOK CIRCLE (40' R/W) TRACT A r1ZUA7L'ilV1V11'i%1 !-IJC.V1 1 aG 10 VL/. ON LOT AREA CALCS: SOWRE FEET SQUARE FEET LOT - 2.185 LEGEND FAA- : L°` Is AOi+ : *_ ^^r e DELTA GARAGE 458 RL r-'.! PDMI 6 RLb FRSE OwVATUE CL.FY. - OVA LAK FENCE CHM SEARING BREEZEWAY - N/A F PLAT P= . PBDR 6' GDR91m CYRVAnW 1 ESDI UTIL UTILITY P V. •MOI HPE "'- RAIL .: M91AL L • P®IT CE ORVATUE I SAMiMSE 1.349 LIL JIM RDD• Ba . PDIMT IT BEG91m61: P.T. - PWIT or TANGENCY NLD MALL L DISC L LKSFT )R . / i9MT PDL POINT or GDRO[flWT PAX - PC RWEMT REFERENCE NO4IENT 9M DESCRIPTION R/VESNT. RIGHT -6 -VAT EAS£fOIT SIDEWALK - 112 GLI: . CRM RAL i(D ./ FF... ' MAIMED FLDCR ELEVATION L ` ' 'TM THIS BURDINC/PROPER7Y THE ESTABLISHED R.LS / 4801 ZONE X EW.P. CENTERLINEVDIESS POINT NORTH CER17FIED BY: TOM X. CRUSENM R. S. / 471 ,WINES W. SCOTT, 100 MAP DOES NOT UE WITHIN YEAR FLOOD PLANE AS PER 'FIRM' 12117C DOSS F I.K. MI0M- PAVER REUS ARE NOT WJMLVED W 6MPE1MOU5 AREA 11V (/. - 1L211V1J L/ -11 VL' 1 V1 LIL-) 1. INE WOQZSCNED DOLS NER.HY CEN17FY IAT 1115 SURVEY AEM TIE ANI&W TEMWAI SIANiW106 SET FORTH BY TRE FLO A "M OF PROFESSIONAL LAND SURVEILWS N CNWIEN 5)-17 OF DE FLORIDA ADNR W1114TIVE CODE Z IIA M EMBOSSED RIM AVVEYDIM SEA, TNS SURVEY 6 NOT VALID AND 6 PROMMED FOR INFORMATIONAL PURPOM ONLY 3. THIS SURVEY WAS PREPARED FROM TIRE INFORMATION FLRN64ED ID TIME RARVEVOR. INERE MAY BE MIER RESTRICTIONS OR EASEIbIIS 71ST AFFECT TNS PROPERTY 4. NO LNDERGROLID RWROVDADOS NAVE BEEN LOCATED LOAM OTIIEAW75E S40WN S 7116 SURVEY 6 PREPARED FOR TIE SOLE WOW OF DOW CDTIIFIED TO AND SHOULD NOT BE RELIED UPON iM ANY OTHER EMILY. 1 6 DIWEMV6 SHOWN FOR THE LOCAWN OF IMPROVE "M HEREON STOLID NOT BE USED TO RECO6IRUCF BOLN410RY LINES 7. EEAPoNGS, ARE BASED ASSAIED DATUM AND ON DE LLE 9DWN As BASE BEAR9D MR) B ELEVATIONS IF MOM ARE EASED ON M41ORK GEOOETC VERTICAL 04DAI OF 1929. LN&M OTHERNOW NOTED 9. CFRRDGA?E OF AVINOAFIATION No. 4596. Ct O w NE" C0 w NE i U ED i9 Y ON LOT AREA CALCS: ON LOT AREA CALCS: SOWRE FEET SQUARE FEET LOT - 2.185 LOT - 2,121 LANG 770 LANG - 770 GARAGE 458 GARAGE 458 PAVER ENTRY - 9 PAVER ENTRY = 9 LANAI = 93 LANA - 93 BREEZEWAY - N/A BREEZEWAY - N/A PAVER DRNEWAY-44 PAVER DRIVEWAY= PVER PWALKWAY - 6 VER WALKWAY - 6 IMPERVIOUS -61.7 IMPERVIOUS - 62.7 1.349 1.330 SOD - 76 SOD 376 L A L R/W - 179 R/W - 179 APRON -51 APRON -51 SIDEWALK - 112 SIDEWALK - 112 SOD - 16 SOD - 16 AREA 6ao- 2,266 AREA - 2,266 AREAAL 2.364 AR = 2.J00 DRIVEWAY - 500 DRIVEWAY : 451 SIDEWALK - 118 SIDEIYALK - 118 SOD - SOD =3.92 I IITT 9L1 VAT 1U6 IAr 9AA IVF 1lS ON LOT AREA G4LCS. ON LOT AREA CALCS: SOWRE FFET SOLARE FEET LOT -2,090 LOT - 2,090 LANG -894 LMNC - 824 GARAGE - 249 GARAGE - 259 PAVER ENTRY - 36 PAVER ENTRY - 68 LANAI -102 LANK - 102 BREEZEWAY : N/A PAYER DRIVEWAY- 261 PAYER ORIVEWAY-225 DRIVEWAYPAO = 261 PPVERWALKWAY = 48 VER WALKWAY= 25 IMPERVIOUS- 60.0 X IMPERVIOUS= 57.1 ! 1,254 1,194 SOD 7 SOD 542 NF-LUTL R/W - 176 R/W - 176 APRON = 30 APRON - 30 SIDEWALK - 110 SIDEWALK - 110 SOD 36 SOD = 36 AREA 6ao- 2,266 AREA - 2,266 DRIVEWAY = 255 DRIVEWAY - 291 SIDEWALK - 158 SIDEWALK - 135 SOD SOD - 57 5400 E COLONULL DR. ORLANDO, FL. 32807 407)-277-3232 FAX(407)-658-1436 SCALE N- I' - 20'--I DRAWN W. "• 041E ORDER Mo. PLOT PLAN 05-17-17 1734-17 FORNBMRD FOUNDIATIONIELEYS 07-14-11 2799-17 FINVVELEYS. 01-24-18 463-17 DESCRIPTION AS FURNISHED: Lot 256, THORNBROOKE PHASE 5, os recorded in Plot Book 81, Poges 68 through 69 of the Public Records of ti Seminole County, Florido. BOUNDARY FOR / u CERTIFIED TO. Toylor Morrison of Florido, Inc. U PLOT PLAN ONLY* NOT A SURVEY) OPOSED INFORMATION SHOWN BASED ON SUPPLIED PLAN AND/OR INSTRUCTIONS PER LOT 247 00 O `- b O 00 a l` REC. 1/2' 4596 a h , C PROPOSED=FINSHED SPOT GRADE 'y p' Q ELEVATIONS PER DRAINAGE PLANS G TRACT 8 ( LANDSCAPE /OPEN SPACE/SIGNAGE/WALL1'NCE/UTILITIES) N 00-09' 03" W 99 _4.4' 22 nn' '22 nn' 22 nn' 2,9 nn' CURVE DELTA RADIUS LENGTH CHORD CHORD BEARING C1 05'56'10' 65.00' 6.73' 6.73' S 0rO7'0B' E C2 20'3645' 65.00' 23.38' 23.26' S 16'23'35" E 9,9 nn' 22 nn' 22 AA, 4596 I.R. NOTE PAVER REARS ARE NOT NCLIAND N IMPERVIOUS AREA Lk I.R. I.R. I.R. B.B.)N 00*09' 03" W MERRY BROOK CIRCLE (40' R/W) TRACT A Lrj L '-Nl'Y'R-SCOTT ON LOT AREA CALCS: c ASSOC. I•'• P®IT W LDE7 I LEGEND TTP. • ; I SETNMDL LIE SMTAOno LIVING 77o PaIMTrMCAL JLC. • PODIT 5 RMRJ. LIRVATVUE CI iL . a44NI Linc FENS EC • v® IDIS Ci • CHIM lEARDIG PAVER ENTRY = 9 KA IL . VOWT tf CDWU m CLRVATLgE CA • CDICIEIE ROCIt UTII. • UIDITT W V. • DIDI FE MAD- ` RADIAL r IR. WW '- - • N IAL POINT IT JEOfINm? ! L PIIDIT S CUIVAILIE P.T. • PERMIT tf TAN(DLi NHL IEICHNIMN( LL : SASE IEAlmlf 1.3 CA • CMCKTE IOUEHT .,ttz, rBG` . PWNT 6 CDOEMC04NI 11M SCSEQIPTM DFFW/COLUMNSOFF 10.00' LDT 256 10.00' LOT 255 10.00' LOT 254 10.00' LOT 253 10AEC.00' LOT 252 10.00' LOT 251 10.00' LOT 250 LOT 249 10.00' CDETEALD[ RAPRON FAC 51 Vl. • VIT1EIS FMNT NORTH THIS BUILDNC/PROPERTY DOES NOT LIE WRHN CERTIFIED BY _ SIDEWALK - 112 D AC i VE 20.0 o COV'D. 5.2' COV D. COV D. o 9 o COV D. COV'D. S.2 CO D. o 20.0' L 36 cw0. • D CONC. CONC. CONC. 6 e CONC, CONC. CONC. Ic c 135 SOD CONC. Mi 16.8' 34.3' 3' 16.8' Mi ONC. 7.2 NOT 7-2'LVf INCLUDED TWO STORY 2,0' ATTACHED 2.0 RESIDENCE F.F.=26.63' 3 3 3 3 3 3 3 IZO20COV'D. h a In Ni i g Ki i COV'D. BRICK as ao'i O 00 ooia O o 1a 06 rg OO as 00 as BRICK m to 4 4 PO ro to F.F.E.=26.6' H F.F.E.=26.6' to F.F.E=26.6' y F.F.E=26.6' F.E=26.6' y F.F.E.=26.6' y F.F.E.=26.6' t WILLOW REDWOOD REDWOOD BIRCH BIRCH REDWOOD REDWOOD WILLOW h i COV'D. COV'D. COV'D. CWD. BRICK BRICK BRICK BRICK P r c 15.r c e 15. c 7- ON 3.7P o 3.7 i3 o COV'D. •i 2 7' MS COV D:o 3,7' UNE o i 9 K o 12.r i 9 K BRICK 9'912r34.7' 10.0' 10.0' r 9 k 34.7' 16' 16' BRICK BRICKWALKDR. DR. BRICK BRICK BRICK BRICK BRICK DR. DR. DR. DR. DR. 9.58' 00' 00' 25. 25.00' 25.00 i i 0.8' N AA a, v Ay01 10' kryMA 6 sem- ON 9 C1 15.28' 22.00' 22.00' 22.00' 22.00' 22.00' 22.33' NNE I.R. C2 CR GR CLT CCT CCf CR CLT 4596 I.R. NOTE PAVER REARS ARE NOT NCLIAND N IMPERVIOUS AREA Lk I.R. I.R. I.R. B.B.)N 00*09' 03" W MERRY BROOK CIRCLE (40' R/W) TRACT A Lrj L '-Nl'Y'R-SCOTT ON LOT AREA CALCS: c ASSOC. I•'• P®IT W LDE7 I LEGEND TTP. • ; I SETNMDL LIE SMTAOno LIVING 77o PaIMTrMCAL JLC. • PODIT 5 RMRJ. LIRVATVUE CI iL . a44NI Linc FENS EC • v® IDIS Ci • CHIM lEARDIG PAVER ENTRY = 9 KA IL . VOWT tf CDWU m CLRVATLgE CA • CDICIEIE ROCIt UTII. • UIDITT BREEZEWAY - N/A V. • DIDI FE MAD- ` RADIAL r IR. WW '- - • N IAL POINT IT JEOfINm? ! L PIIDIT S CUIVAILIE P.T. • PERMIT tf TAN(DLi NHL IEICHNIMN( LL : SASE IEAlmlf PVER AD CA • CMCKTE IOUEHT .,ttz, rBG` . PWNT 6 CDOEMC04NI 11M SCSEQIPTM NLD . NAL l WSK Rov . RIONT-w-v AT IMPERVIOUS - 61.7 SET llA . 1/2' IR ./41.t 4596 IKFDIENTL 104lMElli RMW ESNT. • E/Atflf)IT SOD 76 RE REfDV = ` JUN PPE tfEDD FLIER MCLLAM L • ARC LEMON CDETEALD[ RAPRON I 51 Vl. • VIT1EIS FMNT NORTH THIS BUILDNC/PROPERTY DOES NOT LIE WRHN CERTIFIED BY _ SIDEWALK - 112 THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER ?IRM" TDM X. CRUSOJM .LS. / 4 4 AMES W. SCOTT R.LS / 4801 ZONE X MAP / 12117C O 55 F 0 b O O 0 to IN N co m N NE IAT 1AA I.R. I.R. gDS ARE NOT 3ry 1 Cy -5400E. COL( ON LOT AREA CALCS: ON LOT AREA CALCS: SQUARE FEET SO=RE FEET LOT 2,185 LOT - 2,121 LIVING 77o LIVING 770 GARAGE 458 GARAGE 458 PAVER ENTRY = 9 PAVER ENTRY - 9 LAN41 - 93 LANAI = 93 BREEZEWAY - N/A BREEZEWAY - N/A PAVER ORIVEWAY=44 PAVER ORNEWAY= PVER AD PWALKWAY = 6 VER WALKWAY - 6 IMPERVIOUS - 61.7 IMPERVIOUS - 62.7 1,349 1.330 SOD 76 SOD - 376 OFF LOT 4RF4 CALCS: L RAPRON RAPRON51 51 SIDEWALK - 112 SIDEWALK - 112 SOD - 16 SOD . 16 AL R/W - 176 AREA -2,364 2,100 DRIVEWAY -500 DRIVEWAY = 251 SIDEWALK - 118 SIDEWALK 116 SOD = SOD -392 Itiff 7.7. 9lT 7aR IAT 7aa nit TLS ON LOT AREA CALLS: ON LOT AREA CALCS: SOLARE FEET SOL RE FEET LOT = 2.090 LOT 2.090 LMAC = 894 LMNC 824 GARAGE = 249 GARAGE 259 PAVER ENTRY - 36 PAVER ENTRY - 68 LANAI - 102 LANK 102 BREEZEWAY - N/A PAVER DRIVEWAY= 261 PAVER DRNEWAY-225 DRIVEWAY 261 A/C PAD - 9 A/C PAD 9 PAVER WALKWAY = 48 PAVER WALKWAY= 25 IMPERVIOUS= 60.0 x IMPERVIOUS= 57.1 X 1,254 S DIMENSIONS SHOWN FOR THE LOCAMN OF IMPROVE)"IS HEREON SHOULD NOT BE USED TO REC0167RIN.T BOIMU4RY LASES 1.194 SOD = 5 7 SOD 542 LXqi_ R/W - 176 R/W 176 APRON = 30 APRON 30 SIDEWALK - 110 SIDEWALK 110 SOD = 36 Soo 36 AREA = 2,266 AREA 2.266 DRIVEWAY = 255 DRIVEWAY 291 SIDEWALK = 158 SIDEWALK 135 SOD SOD 57 FL 32807 SCALE - I• - 20' . I DRAWN BY: ••• 1. AE UNI)ERSIMI D DOES NCRWY CERWY THAT THIS SLR1£Y NXIS THE A/NRAI TEC N ICA SfAAD4RA4 SET FORTH BY OAIE ORDER Na THE FI.ORM BOARD OF P'ROFESSM4L LAND Se4VEYORs N CHAPTER 11-17 OF THE FLORIDA AOM/NSRUMWE CODE 2 wa= EYB05SV MTM SA MaIT^S SEAT. ATS SJRVEY 6 NOT AMID me 6 PRESENTED FOR INIDawRNM. PURPDSM ONLY. PLOT PLAN LIS -17-17 1734-17 3. THIS SURVEY WAS PREPARED FROM TIRE NFIXISOWN FURNISHED TO AE SIRVEEYDIL THERE MAY ISE OTTER RE37RIC"MIS FORMBOARD FOUNDAAON/E.EVS. 07-14-17 2799-17 OR EASaNDHA AAT AFFECT AIS PROPERTY. FINAL/ELEVS. 01-24-18 463-17 4. NO LNOEACRDUMD BIRROVE10115 HAVE BEEN LOGTED U4IESS OTHERWISE SHOWM S THIS SURVEY IS PREPARED TTM THE SOLE 1100W OF 71106E CERTFED 1D AND SHOULD NOT BE NO" UADN BY ANY ODER EMI% S DIMENSIONS SHOWN FOR THE LOCAMN OF IMPROVE)"IS HEREON SHOULD NOT BE USED TO REC0167RIN.T BOIMU4RY LASES 7. BEAM" ARE B4SED ASS7A/ED 04TUM AND ON THE LIVE SHOWN AS BASE EEARfIA: (&A) - d ELEYATXINS F 9pWN. ARE BASED ON NATIONAL CEww VERRW. o4nAl OF 1929. UNLESS ORERN/SE NOTED. 9. CERTIFICATE OF AUTHORIZATION W 4596.