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HomeMy WebLinkAbout3664 Crawley Down Lp; 17-3694; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100009 BUILDING .APPLICATION #E: 17-10000925 BUILDING PERMIT NUMBER: 17-7,0000925 DATE: December 15, 2�017� z UNIT ADDRESS: CRAWLEY DOWN LP 3664 17 -20 -31 -SVC -0000-0380 TRAFFIC ZONE -.022 . JURISDICTION, SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT; PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME; ADDRESS: APPLICANT NAME: NVR INC. DBA RYAN HOMES ADDRESS: 4307 VINELAND RD H-20 ORLANDO FL 3281.1 LAND USE: KENSINGTON RESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3664 CRAWLEY.DOWN LOOP/ KENSINGTON RESERVE LOT;3$:SFR DETACHED FEE BENEFIT RATE UNIT CALL, UNIT TOTAL DUE TYPE-------DXST_----SCHEDRATE---------- ------UNITS_- --YPE_-_---___--------_ ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS NI Single Family Holing .00 1,000 N A dwl unit OQ FIRE E'CUE .00 LIBRARY CO -WIDE ORD Single Family Housin 54.00 1.000 ORD dwl unit 54.00 SCHOOLS CO -WIDE Sinngle Family Housing 5;000.00 1.000 dwl unit 5,000.00 PARKS .00 LAW ENFORCE N/A .00 DRAINAGE N/A .00 AMOUNT DUE 5x7.59:00 STATEMENT RECEIVED BY: L a ? J SIGNATURE;: (PEAS PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY WNER 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. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDINGDEPARTMENT 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 ***THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE `UPON REQUEST.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-G65-7356. RevisionCity of Sanford Response to Comments 11 Building & Fire Prevention Division Ph- 407.688.5I50 Fax. 407.688.5152 V. Email: building@sanfordfl.gov Permit 4 1*7 -3 3 0 Submittal Date zzi-_ :Project Address:,_3 62 ,-Contact: �- �-V3 Ph: Em -ail: Trades encompassed in revision: 66_;Building El Plumbing El Electrical El Mechanical El Life Safety El Waste Water Department El utilities El Waste Water El Planning El Engineering El Fire Prevention D Building Fax: General description of revision: ROUTING INFORUX.VION Approvals S Qs FT. s t./AL V., S FOR 3 SECOND GUSTS 15T. rLR. LIYINC3 1111 ea 1=T. 2ND. FLR, LIVING 928 5a 1=-1', TOTAL LIVING 2645 5Q. PT. 3 -CAR. GARAl 602 5Q. 1-T. ENTRY &S 5a. PT, LANAI 122 5a, FT, TOTAL 3431 Sa. 1=T. EXTERIOR MASONRY WALL 13R . HEIGHTS MOT FLR WINDOW CrALCS- COMPONENT AND CLADDING WWD LOADS BASIC WWD EXPOSURE FOR 3 SECOND GUSTS CALL* SWAM FOOTAGE Wirt/DR WR4DR :M ZONE 150 MPH WINIO WIDTH Hi=K# I i 11 .` DE dAT*N 1 112 I&I-0'x1'-0' 192" 84" 5 26.9/ -32.1 4 2 5r 1CJ /y0.H. /� &I-o"x' I1'-011 0.1-x. 9 11 d'Ci 8411 -1- 5 253/ -3E5Ao 3 41 3080 DR. W/ (2) 12' S.L. 4 28 .-i/ ^31.4 3A I 14-5H 20' 48' 5 31.9/ 4 34 (2) 25-514 16' 6011 4 29.5/ -32.2 5 34 (2) 25-5I4 'IV 60, S 2"151 -31.9 4� LANA.][ 11 / 11X9I II . 55 34 (2) 25 -SH 16' 60' S 29.5/ -31.9 8 II II 1 34 (2) 25-514 IGS' 60' S 29.5/ -31.9 -IA 49 (0080 5j:51D. -13j' 96" 5 28.1®/ -36.1 $ 10IH3-SN 28" 3+'0" 4 CTEMPJ WIND DESIGN CRITERIA A. 15451C WIMP 511 MPH (3 SECONP CTUST) VULT=150 / VA5P = Iib MPH 5. INTERNAL PRESSURE GOEfT-ICENT=+ .18 C. RISK CATI=GORY=TYPE 11 D. EXPOSURE CATEGORY G NOTt;- VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE 5A5E1D ON THE Vult DESIGN WIND SPEED. 1=5GR, 5TH ED. (2014) ALLOWS TNESE PRESSUS�5 TO BE MULTIPLIED 5Y 0.6 TO MEl;T THE AL_1_OWAPI-1; OR NOMINAI- TI=sT1*G VALUES U51=p 5Y PROPUGT MANU1=ACTUR1=If6. NOTE: PRIOR TO C)RYWAL INSTA!_LATION ALL FRAMING MEM5ERS 2'-0" 1;ROM THE FINISH r-LOOR WILL 5r:; 5F'RA-rED AND TREATEIa W/ 'ISORATE" A TERMITE TREATED SPRAY 3 1/211 TOP c�a PLAT1= _ II r�3 1^1¢4MED IN Iry Q.G. ntCABINET SECTION 401-011 _ II'-I>II iJl-amu 141=11 / J 1 a�3 II 21 -2 4 11 �!r" 41-.'+'./ I. ;J 4 / U OUTDOOR KITCNI=N H3 5A4r ROUGH- IN n \1\ ",1 - ` qtyy ryA ®+✓''j"�� 2� � � , \ \ ..A g j ` tl ytlw.tl wYAMUAyweoga,y: Y: -k j.wA �,1 � �,7 .MA f+r'�:"`,rJr• or 11 .` "oJ EGRESS DINET'ITE 10' -2'x13' -2' I I q r COVERED I 4� LANA.][ 11 / 11X9I 131 - -oil fG/ \ 9'-4' CLG. I I u . \\ 51 I I /OWNER' S SUITE ff ® - --VOL, 9080 S.D.- CLG. .� II / 31-411 11 11 14' -Io' �I_III 31_411 -911 �) ' STD. 4li KITCHEN FAMILY RM. � �...� I5' -0'X20'-4" Jl. VOL. GLG. VOL. CLG. 1.1 ."� II �'�� I 1 O NPR. �► �.�.'a 1 \ 1. �r� IR -15N IR -15N I ( , W.I.C. W.I. STD. a KITCHEN 11 I 9-4 _ u 1c) - 91.411 N , VOL. cLG. I I CLG. R, I cL -' a G G. � 61 -OPE cLG: sLoPE .n �,' I CKAA) I I IJ I 1 72 "x6- (p ATTIC - c+i OVENI II X 11 .- 1' -Ga" I 11 5' _ p 11 v 3 -�-- . AGGE6fa 1 - SH ; .. Ll cv 4 x4 I PdST "�I­3 OPT. I T z' Io" -- Is� � L f NE 017- ¢aI �1, co 444x4 �� I` 2ND. 1=LR. I �,z 4. ZY�€� �. � r . P S lU. P05rt 1 IN - ..: ARV. L.P.tU. -, ;� o M> <r DINING RM w H; I 1 _1 ' 41 I 1 _ - � v a G N I (11f, G _I > 0 C I - -► +� , 1_ 11 / ....� ,- I 1142' HIGH -Io UUALL UJ/ 1 � / _ �� / „'I WOOD. _ LAUN. r �� wl CSG. [ Q ► �U 1!..Ji AIN �, 0 II IF p FZ 5Huj I� \ t- 41-2II :e '-7" J '-1" -j ,{ , I'-311 I , `"i' -lo" p .Y�I �� i �1 n 1 Cp1'' /., L / , 42'xilW /GOND I I �a FOYER �'• 42111--IfCxN IUWAEMP. f I I UJN ".: CONDI -q P- INLL K ? � �t' - 6 "x I' -b " ` �} -, I, PmDR. a-4c1q 9'-4" CLG. - GLS. SINK 4'-2"R/T-l0 CTI1-E1 -11.311 A15Y. -ll 3'I ,2'-011/ 21-10"-1 11 I rp n3 DOLLARD W 1 3 -CAR GARAGE � ....:..- ��' L�,. 2`i' -4'x21'-0' 14-5N 1 A- MT - 12113 3A 1 N... . 1 - -- -- - -- �' -------------_ - - - - - - LINE O� 2ND. SLR ASV.I �, G I -ION - - - _. - -_-- - - - -_. - - l 1 `lo" ENTRY V. Q I- 22'x54' - _ 1 11'-4'x6'-0" I ATTIC � t, H5. �//y�'�"�y\J 2 »} ;- .y....-...._.......-......, - - - ®.- - d.- -...... / 10 1-01 1 J -oil 11 `I PT AN FIRST FLOOR -- s 7G_; &_ r r/4 T _= v -_ copy 1 A R C H IT EC TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 wwmabdesigngroup.com AA #: 0003325 .Y�R STATE OF O•. JAMES CP Nf WELL AR NO 12079 DATIEO1/24/1a c a 1/4"-V_Q„ SIMET or 11 011 I ■ ■■ ■■ ■■ on ■■ ■■ ■ \ _ --- - u ra �� U3 • 1 I _ � it 12'=4 11 <A� (D� I tCl Gtl cv I Q c Li) - afD 411 '`tl G�? i Nr t� r \ ■ u tC� 0 a tl �r ■ 1,-,y1-411 �J tom' 0 V 411 - it -Oil 11 -I' -Oil - i-- f;� ■■ ■■ r51 DOWEL PT'j.A ARCHITECTS FAX:407-774-4078 www.abd esigngrou p.com AA M 0003325 L— I . i SUBDIV. & LOT: I� lt� � TON RESERVE (LOT #38) :MODEL: BI �'-`-)'CA Y N E :SAY' (VERSION#01) PROJECT#: 2997.000 PAGE: DOWEL LA "LLL VAr1'l0N- D„ JAMES CANTWELL AR Na 12079 DATE: 1/124./le, SCALE: 1/G}•77-1r—®a7 SHEET e OF `lt_� LUAL F3Fr . NE IG;HTS I T , ^ 11` 15 Dill 9 GIFNE:R.4l HOT_5: I, GOGES F, e;RIVA aUILVING �Vc F sIL1EhlTIaL, 5TH EVITIG'N (2014), 5EGTIOh18 84022 i �k•Ct' 12. FLGRIDA 3LIILPIKC. COPE FIEVD^NTIAL, 371-1 EPItION (2014), °ECTlah143 19wl.2 4 2101, 13. BUILDING COPE REraUIFEPlEN7S FOR F INFOI 'EP CCh1CRE•7E (AGI 313.7'31. AT-TERICAN 50CIET'i OF G(VIL ENGINEERS MINIMM DESIGN 1-04D5 FOR LSUIL PINa5 ANP OTHEtR 5TRIC:TURES (ASCE 1-10). ? COhlCRET_: 3.1. CONCRETE GCMFFE5311� vTFENCiTH AT 2e PA"r'5. 2.1.1. F'RE-r,AS7 W/5T':NDARE) REINFOrRfC,ENENT 4000 1=51 2.1.2. FIFE -CAST W/PRE6TF'.E55 PS( 2.1.3. Gl OUT IICP.. A5711 0414 � - 3000 F51 W/ MA'.<.. /l' A3r�rEGATE, 0' TD II" 5LUNF. 2.2. F2EINFGRGIhIG 3Ae5: 22.1. 5TEEL F'1Ac^D IN PFI=CAST LINT=1 AT TIME OF- FA3RlCATfrJl�l ^3111"1 AZ lt5 CGRADE 60) 12,1. STEEL IN LIN7-c1- A.ND F r1CGKCx 7 aLo,::K (FLACEP 114 FIEL P) AoTt-1 A51a (aR DE 474). 2.3. PPF-9TF5135EP 5TF.7"'JVD5 ASTM A410 1 -WIRE, 57FRE55 RELIEYEP 210 KSI 2.4, DETAIL. REINFORCEMENT IN AGCORPANCE WITH AGI 315. 2.5. CO1.ICFETINr5 OFEF'ATIQN5 5HA-L• CCMI=LY WITH AGI STANDAP.V5. 3. MASONR-T': - 3.1. PE51SN ANP C0115TR!I'TION SHALL GONFOFM TO THE 5F'ECIFICATICFI G1' THC NATIONAL CC4'IC11-ETE MA50NRY ASSCCIATION AND AGI 530-05. 3,2. MINIMUM �-GhFUNIT 117E. H: F'M I500 FSf. _�. M_f .IAF : roa..L kTf -_ 3. A C 4+1aTF(1CTURaL: .I. FAFE LO.Ap VALUES A,=E1 E3A:3Ep ON LIt-ITELF) HAVING FTGARINcs - 5" (WITH A t-fiNIMUIn ACGEi="TAc.Lc E3EARINf3 OF 4" FEF FLOFIPA FNJILDINcs GGDE FE81PErITIAL, ,11+4 fiDITiON lGwid), SEcTIoN P-9.09.14 o-, PLoRIGA f;IIILPINct COPE FF_5IPENTIAL, 8TH EPITICN (20141, 5ECTICN 2104.1.5 nR : r;ot Roc4,�unanda�7 CAFE WORKING LATEF F_ 8,l LOLL VFE LATERAL LOAGS lFLF1 Trtal Lrmgtn TI F' VW FLAN WAD, &CLIC T -ID' R9caot 1990 _264 N-6' FTSCZ&t 1163 ?31a 4'•9' F1'ccaak a44 1614 4'•13 {- Ft o::cat 636 7166 4-0' R%4ot 5e6 1163 3031 FTe;40t 166 135_a 5'-1(7 Racast 54:5 ll@5 6'-41 Racaat 644 1364 3'-C' Racaot 611 664 6'-a' 290396 516 len 1'•6' Racaat 446 930 1'-6' Recast 4 5 1714 C'•@' - Ft�aok 301 Edo e'•4' FT3-^.7at 354 145 9'4 R4caat 211 593_--T 10'-6' I Fracaat I� 453 u' -a' Fr9:a6t 65 6i� 12'•0' I F70:Aot I61 5.19 2'-6' Rdcast 143 9414 13'-4' li Racist I!E' `^ �4V 14'-@' Racaot 99 391 ...- 14.8' Pr3alr«eod i(.Q 341 15'-;' hYaaUeaaed RQ A 302. --i Il' -4' MwUw7od KA 213 19'-4' Raatra000d 141. 116 20'•0' tt3alr�aaad RA 1"99 21 •;' Fraal awed NA. 51 22'-4' RaaVaroed (L0. 12@ 2.11.7' �! FYae4cc"sod RQ 93 nR : r;ot Roc4,�unanda�7 LOTTIo l CONCRETE F -O. t5ox _171295 LUIr',ITFF, G_;AFDFN, 1=L. 34711 PN. (401) 112 TABLE No. 11 _ ;AL LOADS (PLF) x 8" LINTELS LINTEL 6AFELATEPhL LOAD- 5-(PLF) Total Length 7yp® d' DOOR HEADER PLAIN 0' PIXIE HEADER SOLID 3'•0" Pr -1991 Illi 2011 4'-0' Fwcaet �W 1611 4'-2' Pr�caol-._..-bu'I Yeo9 i 4521 4'-4' Prrxtat 105 •_-1336 4'-0' Prwaot 656 1165 3031 Frwbt 650 illi v'•e' Pr9;dol 541 %4 I-�' Pro:aat 4111 101 3'-C' Prx'aot �6 664 ,-y 1 9 3 P 1(2:981«— _ 2Pm 535 LOTTIo l CONCRETE F -O. t5ox _171295 LUIr',ITFF, G_;AFDFN, 1=L. 34711 PN. (401) 112 L INT --I L LENGFTN T�YF= r CLC C—;0 'lMENT -5 L. -I 1-I'--^,•' �/3G�-�-c`1)U/CI%L. fir E-STi=.ESaEU C22A'YIr, CA,T Ac;J T (1/5L (U5U (I)5L �'-A6 a/317-5-COU/Cliff 11•6' FFiECAaT (2)1 (2)1 -.. 44�a --- Yeo9 i E1/1e�-a-C1/1UKI 10600 1--2f?, 5'-I01'/lea--CI/�_I/Cid FFECAar (2)1 L-3 2'-10" P/leo-I?-CIiU/C�iL 3031 -A 4319 4'-0' 2'•9' L - /r^ !)1 a/k� --CIi1U/(UL, 763 2111 2711 3386 w` Iosco 3'•N FRECABr (2)1 (211 1343 1 Tom._. 2169 L. -r: -,,—A _�' a�l�=�=CIM/Ci)L. ! •;' _O 141=011 a/I(c,n9-C1:1U/CIJL_ F'f,F-6TFRF=V5Fr� !__,5'-I' 2011 UL_ 21-:1 L_- J 131- 11 5/32=�=C1iU/C?L.. ('1)133 #5 CONHNUUUS /-- 3"X16" KNOCKOU r BLOCK 3000 PSI GROUT . (PLACED IN FIELD) —TOP OARS' SEE C'HEDULE (1) #5 CONTINUOUS /32" STIRRUPS AT 4'-D" cc IED OR WELDED) )TTOM BAR .E SCHEDULE (PRECAST) 8/16-S--(]) 5 ir1/(1) #5 PRECAST w r, NOMINAL WIDTH/HEIGHT OF LINTEL r--- PLAIN OR SOLID LINTEL 18116 -P -#OI L] Na Lir' ADD1 iMNAL #5 BARS IN UPPER OR LOWER LD.ITEL CAVITY //-(I) p coil1114000s Inr 13, 31 8"XiW' KNOCKOUT DLOCK . • '• < � Inial_ 3000 PSI GROUT (PLACED IN FIELD) I(1kq 141110 TOP BARS, r SEE SCHEDULE Ii ' • , I� ._ Wilco —�(1) 115 COwfilluJUS -7/32" STIRRUPS AT 4'--0" cc 4w ,; `'' (TIED OR YIELDED) di>Iw -BOTTOM BARS r SEE SCHEDULE _7,r•., (PRESTRESSED) I -- TABLE Nn, 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) _ 3" x 8" LIN TET_ S -�- _ (AULE No 4- HEINFORCINC FHECULL C: LOAD CAPACI rIES SAFE I"/ORKING LUAUS (F'LF) P' rt 16' CDMPOSITE LINTEl9 LINTEL LE GIN CLEAR 6PAN LINTEL TH-E 0111L 6MEL BUTT, i BAR Tri? VAR UNFILLED GRAYITY CAhPA,CITT _ ,RA,,rrf CAP<CITY (1,5L /@+5'J C22A'YIr, CA,T Ac;J T (1/5L (U5U (I)5L UFLFT UPLIFT _APACJTT CAFACIIT (IP5 (15L (2)511 UPLIFT - CAPACITY" (1151(11"90 11•6' FFiECAaT (2)1 (2)1 -.. 44�a --- Yeo9 i 6829 10600 3.6' 21-21 FFECAar (2)1 (2)11 '1415 3931 3031 4319 4319 4'-0' 2'•9' FFECAaT !)1 U 1 763 2111 2711 3386 3366 Iosco 3'•N FRECABr (2)1 (211 1343 2169 2169 2608 26 Ca 4 -a' ! •;' T-FECA6i (2} "t (2)1 1232 10x1 2011 1411 21-:1 4� PNECA6T FFECAar ('1)133 !2J 1 !0c<, 1691 IG51 'S!9 Iz61 4,T (2)14 FFECAai (2) 133 (zJ •[ 136@ 4423 4;23 !410 169.9 6'•4' 5'-@' FFECAai (21'4 (2)'? 14v i1a3 233 1216 4:415 (2)1 5'-2' FFECAaT I C2) -44 !z)1 '110 1732 232 114b1:45 . (21'2 C-6' 5'-4' FRECA3i (_)1 ^4 (2)1 652 1164 IIE4 i0el 2:15 1 -el' 6'-2' t-,'4:451' (2)94 (2) 7 510 951 391 025 1,7,2 1'•C' 1,'.4' Ft1ECASr (2) 91 (?)1 551 955 959194 23% 10,11 C'•O' •D' FfiLCA5r (2)9$ Co I 519'IIT 10'-L' 9.2' 1239 °464 C'-4' T -v Ft'ECA5r (2)111 (2)1 465 951 651 6,15 921 9'•4' D'•?V fT:ECA5r (21+4 (8)1 4!6 '1?6 126 :199 '1`401 __ - (2)5 tt Er ( 7 a n h�l v_ 619 3E6' 6'13 Il'•i' V-0' ftECASr (?)5 (1)3 315 561 567 311 Gal I?•rG' KJ -0' fNLCASI' !275 (2)•i 292 525 525 211 %1 Col lEbb - 4a, 1012 14'.9• _ 217 497 495 251 5'.) 13'•4' T.11- PRECAST (215 (2)13 255 4116 457 214 442 H' -O' I 0'-& FRECA51' (2) 5 0; 13 239 '130 439 iw 395 41'-e' 13'-4' 131.0' (2)1,1 (2)1? P.R. 4!13 415 nfp 446 15'-4' IT -0' PI"1c6TF 5.,EL w.4 (?) d NR 311) 319 ?I0 401 rt -4' 16'-0' (2) 5 (2)+4 ('2) 1 N.R. Zea 2E0 163 .311 19'4' 12'-0' PRES FEV' IEP (2)" (2) 5 RR, 224 724 (31 254 20'-0' 01_• , PPc'STFE55ED (2) 5 (2)13 112 201 201 12? 231 71'•4' 20'•0' PFESTFE•5ED (2) 5 f2J 13 t{R 111 111 I@1 2oa 22'•17' 70'-0' PRE51F,E5vED (2) NR 164 !64 bio 7%- 24'-D' 22'-8' PFE51FFFF) (2) 9 12713 KR 132 !32 B4 163 RK. N" nLl1'l,ltzMVtV TABLE NO. 7 -�- _ (AULE No 4- HEINFORCINC FHECULL C: LOAD CAPACI rIES SAFE I"/ORKING LUAUS (F'LF) P' rt 16' CDMPOSITE LINTEl9 TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS SAFE 'NORK1110 LOADS (PLF) LINTEL LEI'I4iH LINTEL LEfa':rTN 7, @, GI..EAR LINTEL. n, E Si'Ahl I V-•...-- cCA4T— I M -9L 61;FL 04.71'177 _ CAPACITT (0,51,.(1150 10000 GRAYITY_ CAPAGIri 1151 !0'SU "19;41:'4 UPLIFT - CAPACITY" (1151(11"90 LF41FT GARLCITT (11'SL (2?x.{l D,1770N PAR TCy JAR ) 2 (2)11,.,..- ) 2 1 (2) k1 -k (2)12 6931 loco@ 10cw 'o"w 4'0 1 (?) 1 1646 I'�07i (2J 1 4?61 101@70 8139 106747 4'-0 3'•2' FF6CA6f (2)1 2)1 41 9161 6514+ Iosco 4'-a' 3'•4' FfiLG461 (21 n 2 _ 2944 - 014 6045@W0 FFECA57(2) F'FECASI 5 -4' 4'-0' FKCA5T (2)13 _ l�a�"0 46[7 5431- 1421 1 10.41 (2) 311 4� PNECA6T (2)'3 4112 53'3 6CI5 .'i 00 FRECA6l 1 v' -a' 6 0. 4,T (2)14 (21"1 _ 4115 - {I ;5 2:,72 4411 14 -2' FFE'-•A5T (2)14 (!1"G 1934 3'._3.1 ?alJ _ 4151 6-a; _6' 5'4' rsr:C/l5T (2; 14 (2)1 3119 31t4 _ 2653 3919 l- 6'•2' FFECASr ._._ (2) 14 � . (21'2 2911 -.. 29fT 1035 � 31 19 (1 b'- --,*T 12114 2) 2196 Me. 4932 2931-'-'•'- a' @' 6' a' 'F7ECAPT (2)14 (2) a! 2591 26x1 FFECAST I310! 3'-� 1'•0' PF�C�T (2) 04 (2)1 2Yx, 23% 16@@ 236'0 �•#' 13'•0' Ff-'GC.�,(iT (2714 (2)12 10'-L' 9.2' 1239 2Po I@'-6' 9'-2' RRECA$l (2) 04 11)1 ?2'31 101.0' A1 1695 111•4' 0'-01 _l;ECA5T (21'5 .�{?) 1155 1.155 195 150.4 1'•0' IV. a'RE __ - (2)5 "{ _ 133✓ - !336 -. 691 --!319 21"5 '-_.__._722). 1667 _ FFEC,,ZT (2)'5Q)-3 � 1101 161 �- U? l 634 1276 13 •4'- 2_ FFECAOT 121'5 (2)) 443 1144545 FFECA67 129 (2) 3 12.-g-- FFECAST (2) 5 f 2) 9 W Col lEbb - 4a, 1012 14'.9• _ 13'•4' F111�61R0eimP (2.114 (2) 441 - 1419 •-451 0) N 15.4' 14'•0'FRgD7 55ED (2)14 ( �- 1291 1291 411 - ('1-."4 - Il'•4' W'-0' FFQTREU't'ED N) 14 (2)2 911 993 325 6.41 19-4' 131.0' f-FEa1fiE36ED (2) 5 ('!.1 r5 185 1111E 2C•P 3!3 201•0' S'-6' ";a5TF__0iD (2) "3 {2) i in 129 213 419 21'-4' 20'-0' PRE51F¢5BEP (2) 5 (2' 3 633 633 213 420 (2) 2'..WLiL_j PRE57RE55FP (27'5 ?) 133 591 22.6 200 -_.".x. .__. (2) 5 (?) 3 451 461 16l 330 TABLE NO. 7 TABLE INO. 3 REINFORCING SCHEUULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) a" X 20" COMPOSITE LIN IELS TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS SAFE 'NORK1110 LOADS (PLF) LINTEL LEI'I4iH CLEAR SPAIrl LINTEL TYFE LINTEL 6TEE4 POTTOYI I TIP VAR BAF; OFAYIT1' e?*lITY CJIr`AMTT_ CAPACITY (075L 0,1-U (IJ5L 0 % UPLIFT CAPACITY flJFL 015U UFLFT CAP/CITY fV1%(2JF^U -� 6 cA9T ) 2 1 (2) k1 -k .00074 0(i@@ 1E'WG?@ WOO FFc`CA6T M.2 1 (?) 1 1646 I'�07i HDCY/O Imo% 4'-0' 2'-C' - wfl§!,, (2)1 f?)1 ^69.3 LDS'771 lowo ICZ-00 4'-6' J'-1' FT.ECA4 l (22)'2 f?)'2 4142 IC,z'eo etJ4 tsz'7@ 4'•13' 9'-4' 3'-i" 4'-0' FFECA57(2) F'FECASI 1 {21'3 (2) 1 (2) r1 31°7 0233 ` 11'o'C.1 Kc�_-_ _ l�a�"0 17"1'9.i e x _. 3'•1@' 4'-6' 1 F'FECAST 1 (2) 311 F%CABt (2)3_ elilzn well v44 6'•4' $'-0' FRECA6l 1 (!)•4 (272_____.•._ 61911 6192 Sul 7112 513'x, 1¢(.'790 6'•4' 14 1 (2).2 ODO I Ov, 3443 6595 61.6' 6.4' t CA57 (2114 (2)'2 8610 9316 3441 0124 l•6' 6 •2' FT CAST (2)14 (211 4312 4312 26w- 45(64 7 -L' 6'-4' r F�C451 -' '- (2) "4 (1 49'99 4Zi lj 4:'716 - ,».01 13'•0' 6'•6' FFECf15T (2) °4 -_-••-•(2) 2 31319 —.'a:O-•• 3l"SD '22".D 38719 6'•i' 7'-©' FFECAST (2/ "4 -' .. FkfC,45 3 2@ 2016 l'6I 401 701 Fr930 9' A. 6WJ' 2134 2134 161@ 2834 10'-L' 9.2' fRECA3T (2J"i (?J 2 1111 221 _ r _ :25 ?2'31 101.0' FftECAET (2)15 (2),i _ E9 ITS; —_ 1031 20099 2'•@' --10' 6'- _ PkEC 0 - - !2J'S ,2J "3 1119 " - 1179 _V___ __ TK5 '12' u' II' -2' F"Er CAST (2)5 21"5 '-_.__._722). 1667 _ ubl ata 1101 13'•4' I2'-0' T CA6Y (2)', ___--_..-19011 -- 1301 ll3 141.1 IT -V 12'•D' - FFECA67 (2)'S (2) 3 1399 1399 636 1323 14'•0' 13'•4' r-F'E31PB6aET) (2)94 !7)1 !e1d3 1993 �01 TM 15'-4' 14'-0' PRF-51F:55EP 0) N 0J 4' IT.4 1.24 53M, 1069 11'-4' 16'-@' � I ll' 8°-1 - ('1-."4 (2)1 1330 1330 417 624 19 •4' 16 -0' FT-EINFFEaFQ (?) 5 2/ 3 1.053 1VD 334 6Tfl ?'0.0' IS -E' FP,E61Bac>7 7275 (?�:-T-^ 919 9119 3'2 _ '�6L 21•;' 209.01' FF Sif ,.9vEP CU5 (2113 011.2 55? 273 540 2.'-7� 2v•0 -L' Ff�2hIF'E56CD (215 (2) 1 131 191 251 501 1 24 •@ 22.6 f�cED (2J 5 8' 669 659 215 425 TABLE NO. 7 REINFORCING SCHEUULE & LUAU CAPACITIES SAFE WORKING LOADS (PLF) B" X 28" COMPOSITE LINTELS TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS SAFE 'NORK1110 LOADS (PLF) !'KIEL iNflrk I-WTEL LEN3TH CLEAR 6FAN LINTEL lYn - LINTEI. 613'=1- 5077, 1 BAR T41' BAR GFANTY CAPACITY OASL (0'611 GRAY111 i CAPAcln" OnL (L^E)J UF`LIFt CAPACITY (JA i. (1150 UPLIFT CAPACITY 0P6L 0,,,; -el .+.Sr (.)1 .00074 0(i@@ 1E'WG?@ WOO 2'•?' PFECAST FFEC46T a) n (2) t). '3361 loco0 loom 1w o 4'-0' 2'•13' PRECAST (2)1 211 6739 T0K7@ Gv�7L" 000 $'•6' 3'-?' FFECA6T (D-2 1276 $@"43 10cZMJ 1 @0 12 70 4'-a' 3'•4' FFJ:cmt (2)1 (2) n 4693 0@9@ 9629 17x:0¢4 5'4 4'1' F%CABt (2)3_ (2)1 I lb513 1 1004X1 1051 1eWo 41•6' - 41-b MILCA5t 0) r3 (2)1 6231 1 @16'14 513'x, 1¢(.'790 6'•4' 5'•v' FRECA9f {?)r.l (2)'2 9101 40091@ 41'}4 11150 6 •' S -2' Ft°•LCASi (2) 14 (27 t"M 17'@04 4451 VJ1 _61.1. •4' _ 6'-2.2' __LlYL-C427••„--, FFEr,A3T (2) M:i 171'.1_.- (2) 3 (2) C Elk _ O2 5.__ _I 'Lp 6'116 3242 _ 6,126 6411 l'•&' ..._66'x'_--- C:;ST {2J r.1 - 00 _ 8999 3849 34Fb (1163 8' -fl' •a' FAEC 51' 0) "4 _ (2) r^5 ''?'l61 662 2803 5693 6'•&' -' .. FkfC,45 0) H (21'2 4331 401 701 Fr930 9' A. 6WJ' FRECA5T (2) N (211! 31%6 � _ 37N, 4°911 ma O'-6' -II'-4' 9.2' FRE(A5T (7)'4 (2)1 I 2931 ?2'31 - 'S 7 ?rUl5 101-0'FRECASL _ (2)11 (w 5 (2) 3 733 2553 12113 9 12'•D' 10'-a' FPECAST (219 (2) 9 23VA _ 2305 Inn ?797 12'-6' II'•2' FRECA6T Ms (2) "3 _ 2147 21412 Z2 2099 (31.41 2'•0' FRSCA517 (2) 9 _ (2) "3 1926 1926 EUI 1"21 11 Z - - 1'•3' FKCAST (2),5 x:1,1-ri (1 116 lT la la] I+-0' 14'-8' 3'4 PrL6TFE66ED (2) N (2)1 1345 2345 653 !263 15'•4' 14'-0' FFE6Ti-E55ED _ (2)'4 (2)1 2136 2136 5% !n9 17'4' 16'-0. FK6TSTSsEp 0)4__ (2112 !659 165%7 _ 4u4 515 19 -4' W-0•' & 55ED (2)111 (2) 9 131@ 1310 311 735 '0-0' I-RE51FE5'EP PFE'w1 E! 12J5 (219 IT19 1419 341 676 21'-4' 20'•0' FFESTFE65ED (?) 15, (2; 13 1 10�n2 101A 3o4 601 20'-0' FRE67FE55F) FFE'3TAtMED L 0) 5 (2)1-4 994 594 2B5 965 20 •tl' 8' R-EswT55EP {2) 9 !2) 03 524 8 4 239 413 TABLE NO. 7 REINFORCING SCHEUULE & LUAU CAPACITIES SAFE WORKING LOADS (PLF) B" X 28" COMPOSITE LINTELS SAFE 'NORK1110 LOADS (PLF) !'KIEL iNflrk C!E,W'; %PAN LINILLnPE Llt{tEL61EEL r)trvN 5A14 I TCP EAR <41AdtT CAPAY ITP TonL (1150 GRA'eitr =1:17)' anL (U5U t1FLlrt CAPAciTY (V% fl/5'-I 1411-11L cAF, � 4-ITf (I:SL (21511 •.J' -el .+.Sr 0000 .04x9 "02-'0 1@270}47 3'-6' 2'•?' PFECAST (?)1 14079 0,6(;'0 1@x0 11," Izt1w i'-0' 2'•0' PREC.A5T -�(n 7 (YJ'! 1916 - 10400 !Of;' r7 !?,t'00 4'-W 3':' PFECAST_ (2)4 (k 1 '%DOT lu'000 Ixco !Z111 'J 4'-a' 3'•4' PFEC.'i5T(2)1 0247174 CAPAGIT' (2)1 55449 IG000 10EYr0 10060 5'-4' 4'-0' FlKiCa5T _.. f Z) �i (2)1 9911 1o0@C1 13:65 10/0719 5' -Io' 41•6' •r CA57 (2) 3 (2)11 1351 1.T7elri'-' 6106 --iza,2m 6'-4' 5-0' F !CAST ('1) 14 ('2)11 10CFL'0 10000 5641 '0Dc0 1320 116 R'PEc...6T 42!) 04 .211 IoeOD ielo00 511} cIUW 1356 9'4 PRECAdT 1 (2)'4 (2) *j '?x',39 !1'01,"0 INZ 1 !zoo '1-6' 6'•2' PhtGA6r (2)':i (2)1 '1499 9114( 3849 Iu'd3 T -a'- t^'.4' 111-4 0.} 711 !054 9165 662 13?6 5'•0' 6'•&' PFEC.43i _•___fZ)'•4,_-•--..� (2)1 _ (,41� � 12)41611 - e'•e'. _ T-4' %'•+ 1'-0' PPECA6T (2)14 (2J 11 W4 1 6933 3091 '�I 6C11 . -_-.(2)14 f2) 1 ?13 45 475 291 •-_•_ (2)1 4361 9206 2395 4143 101-619'•2' PFECA' T (2)11 (211 3726 3B-"4 _ IaF'il 36'03 3-901 1 Mo 521 3�a 12'•0' l@'•a'PRECAST -- (z) 5 (21 5 2933 293, — 136 2133 -2419 1'•6' 0'•21 PI _CA5T (2) 5 ('1) 92110 -2116 MIT 17'-0' FFECASTt'1) � (2)3 2416 1416 1019 216 0 I+-0' 1'•3' FRECAaT !2) 9 (2) 9 22!141941 14'•6' 13'-4' FFEBTFE53ED (2)'4 )n 2911 2911 7..6 !431 15'-#' mt51R@65ED (2)14 !2)1 26!6 2616 669 132 n''4' 'gea-r - 19'-4_ '0-0' I-RE51FE5'EP (2)5 113 bvi 6:41 - 413 -&15 249-0'(3)16 - (113 1196 - 449 21'-•4' ` 20'-0' FRE67FE55F) (2) 5 (2) 13 T_¢?l!3('45 336 669 22'•0' 20 •tl' FTzFStKF.SSFri (275 - (2) 03 f?? _ 1222 311v�7 _.- ?#'-G1' ?2-C' f-'FESTFEb&ED (2111 (2114 _-_._ 10144 19214 266 571 TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE 'NORK1110 LOADS (PLF) W X 6" LINTELS LIi{TEL CTA; !NT -EL TYPE LINTEL 6TEL PLAIK r3RAYITY 6RA'flh' UPLFT LEOTtl BPAJI 04.1%171 CAPACn- CC.P;u:m' CArAc 114 f PO1TCFf OF. TOP PAF CAPACITY 10/91 (Lal (IPL (I.1J I (115;. fIJ.0 CAPP-.Clti !0111 (2150 3141 = •"` a �a c i 0 313 -- TABLE Nu_ F3 _ REINFORCING SCHEDULE & LOAD CAPACITIES SAFE 'WORKING LOAUS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL CLEAR LNTE-' T'(F£ LINTEL STEEL G14AYITT GP-AYIiY UFLIFf UPLIFT LEirnlH 5PA4 a4PAUTT CAPACITY CAPACIT-( CAPACITY acmcm BAR TOP PAR (01'51 (IYSU (1:5L (1,'SU (11'51 (1115U (1/5L (2150 •.0' •o - _ (1� �-•�_ \:h v (vo "'' ESL' „ 8'•8' 1-FECA97 (21'3 (21• 110 I@2`@0 12Lk`0 161(70'1 4'•0' 2'd' PFECAM 0)n _ 1212 11!3 60077 icXo I0000 1'-6' T-2' RECAST (21 1 (2) "1 09x9 IEDOo IaWll) 10000 3'-;' FNfCAST (2)12 0).12 6'64 1@000 i0470 10009 5'-4 1 4'_or CA6t 1 (2).3 (?112 z000 WOD °tri 19 4c 0G@ r •kT 4'•6' I FFTEGAI)T !2) 9 (2).2 -7,43 1090@ lato Ll0co 5-c/ ,=PECAST !2014 (?1B 11^(00 IC000 6523 1000 ri-6' 3'•!' f'r'ECAST (2)'4 (211 1,'000 109o0 61'73 IoL^P!D 0.11 3'-4' PFECAat 1 (2)'4 (1) :' le,ze® 10900 pall I@@@o 1.6' 6'•2' Ft•£CASI (2104 (2)1 55el 135+000 4455 &316 l'-3' 61•4' FFECA5T (?)14 (2)2 en? "00 4240 5491 8' -fl' 6'•9' FnC45T (21'4 ('!)1 1430 "v e) 3:"93 1721 -0' FY,ECAST (2)14 (2)'2_ 61% 1'000 3316 72'61? 5'•4' 8'-@' FFECA5T (2) 1,A 1?) n 5293 6993 2121 5x71 ID' -o' 9'•2'—Ff.CAST (2)14 `(2)12 400, - 5043 2%13$ iiia IE/•9' FFECAST (2) 5n (2) 3 4221 4221 11.63 3553 RECA5T (2) al - 013 3119 3113 1.541 3170 Fn-EGA5T (V -1 Qt 3412 341 1411 2899 13'-4' 1210 PREC45T (2) "! (2) 133 2993' 2399 !210 2916 ,4'-0' W -W PFECAST (2) "3 (?7 3 2131 2131 1013 1 2260 PF1611,M6LU 21'4 (2).2 3231 3261 1.4,4 4E4 I.4'-0" F"Eel 56EU (214 (211 213,•iti 2945 633 131.)5 PPE3T'FE55ED (;714 (211 2264 I�22W 532 10 , 19'•41 (91.01- PFE TRE66E0 0) 5 _ ('1) 3 _iati - 426 _ 1.35 201•'1' 16'-B' FPE5Tr'E55ED !2J r (013 �' __ !6E5731 'leb 21'•4' 20'-0' FFE51K!36EP a)5 (21.3 1,113 1413 - 340 - 691 T c/ 20'-8' PFEfiTTtE55Ep {215 <?10'3 !'wo 13,10 3?1 649 - 14ra' - ._22' 0' ?PE9TF� QED (2)19 CIJ s3 1141. 1141 214 544 TABLE Na. U REINFORCING SCHEDULE & LOAD CAPACITIES SAFE 'WORKING LOADS (PLF) _ 8" X 14" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYF'H Lrf1EL $TEEL GFAVITY rRAVITY UP -IFP UPLIFT LL-rk�IH sP1Vd - - GAYACIIy GA.PACHY CAPAUIY C,*.'(;Itf POTTC41 D/R.. TGA FV.R (915L 11'`11 1(48'1 !0X1%11 (1111,1 (U5U (P1,L 17)51( S'1.1 '1 (Y ! ,lr S:Y^E4 710@0 2'-2' r CA`iT (`!) 1 1 1 n 5014 OOm;l 10^0!A0 !oOtTO 4'-@' 2'-8' PFECA6t ('171 (2) 1 3691 woo 1440 10974!@ 4'-6' 3-4- Ft•LCA$1 (2)1 (?).2 2141 1021 561 tVr, 4'-0' Y -T FFECAt9T _ (8)11 5) 1 2519 'ill — 5'50 1216 -4' 4'-0' 1 PFECA57 (2)'3 (?) 1 411 4411 31694a30�- "a'•ID' FnCA6T (219 (W 12 1 334- 356.1. 3065 9665 1'-#' 5'-@' F'KECA`iT (21'1 F2.) r2 3035ti 36 939 x219 6'•6' 3'-2' 1 MCA1T (2)14 () 02 1 2661 2aal 1 2393 3043 ','-" •4' FFfCA6i (2)!4 (2)2 2138 21352259 1695 1-6'- 6'-2' FF,ECAST i2/ 44 (2) -2 20) ?193 11%9 7309 1'-a' 6'•;' F?ECAST 20,8 2406 `645 2219 CA6T 172'4 v n 1957'"- r°51 1.3:4 1 205, 014 11-0' 1 F4ECA1iT 0)'# (a) 12 [&2 1625 1363 1 1916 3'-;' D'-0' FRECASi (2)'4 0)1 F511 611 !954 1 1591 1.2 4. T-?' FnCAST (2)'i _ (2)11 265 .265 e0l 1324 I'A' V-0' FFECASI (31 6 2) "3 -_ 1133 11'.3 618 1131- 2'-0' X1.3' FFECA5T (2) 5 02 3 1941 1041 3.A Cal n'-2' , CAST f'll5- i2)' 98, 9E0 ""' 541 1025 19'4 k'•0' Pf'ECAM (2)19!2)13 902 902 460 9:79 FE(21 14'•0' TT•8' FCAST '5 (2)9 942 042 414 e5a rADLE No, 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LGIFFIL 1 EIL° LINTEL tiro LINIEL STEELGFAVITY 0417117 )T'I_FT CP"F; FrC: PA9 4TH 6PAV CIf VFACUY CAPAGFi GAPllrr G>t ICT1 GAY, tv, GAR - - f@ 51(1;50 {1,161- (0'50 (L 51- (11511 11/51 (245{1 i-(2) STRANDS 7/16',•-_3131 l 7 'WIRE STRESS RELIEVED , p -13d -(Alf 270ksl PRESTRE55ED CABLE 15 � 8 7� -121 N51I 61/16-5-(I) #5/('1) #5 PRESTRESSED v/20-5-711 #�/(I) #J fS/(1�k5 ��11�. v.f 1..).•_#�l��tc5 d,>'14—S— I ,�%_I) ;� J. ,. (err _ ,0 }edge � avA 11,1 o-.ro. a A s•• a » V -___ _ a' •4y =A a�a •6• hax _ /r 3 13/Ya" 3 13(Id,' V 32—S—(I ) 5 ')J 1/ 28-J-(1)#5/�l ) ARCHITECTS LUNfiYVUUO, FL 32190 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 4-- Lr1 E, ''•4 Lzj �a rza .� 1 Fi) U 9 Fry 1w CO IWI mmm_m Imm pop f-7 SUDDIV. LOT: KENEIINC,TON RESERVE (LOT #38) MODEL.: 3I C;AYNE' BAY ( VER TION#01) PROJECT#: 2997.000 PAGE; L1NTJL L 1--'LAl° 71 E L -E Y AT I O N— -) n �L1}r�Irlrl)t ARCHITECT- STATE OF FLORIDA JAMES CANTWELL AR NO 12079 DATE: SCALE: 1/411-11_011 SHEET } OF Ib% 1 e .. T o REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 8" RECESS DOOR HEADER LPIT-L CLEAR LIh1tEl- 671E 'LINTEL 6TEEL UNFILLEP GpAYIT7 GRA`/Irf Lf-tFT UPLIFT 1_1r1F1 SPAN - 0247174 CAPAGIT' APACITf CAPAGTT' CAPfaTi F360TTriFI PAR TOP PAR CAPACITY. (1nL (0,+71! 11'51 (U5U G5L (1/511 Nw-L (?r14J 3 •0 2 - PF_C 3 T 2r. i' -z' 2'•5' PRECAST _ (7) ^ (2) 2 1131 7125 I 1425 6:3 B63 4'•2' ?-10' PRECAST 1 0) 12 1 (7)1 1774? _ 137 1320 116 1119 4'-4' T-0" _ PPFGAST_ _(2)1 (2).2 _.._... __ X63u Mo 130 1356 636 4'•S' 3'-4' PFECABT 0) 12 (2)'2 3^06 - 10,1 iri 11 13°:9 _ — 13% 4'•4' PRECAST (7) 9 (77 Y2� 598 9-76 ai6 '.7743 !0n 01.9' S'•4' 111-4 0) -4 2 1 456 591 0a3 663 1'x7 7'-5' 6'•i" PRECAST (2)'4 345 565 56a •45'4 641 - e'•e'. _ T-4' PP-ECAST U) 14 711 . _ _ 31,x�•fEp -W,0 3-15 5-46 9'•a' a'•4' PRECAST . -_-.(2)14 f2) 1 ?13 45 475 291 •-_•_ --.-._ 412 3141 = •"` a �a c i 0 313 -- TABLE Nu_ F3 _ REINFORCING SCHEDULE & LOAD CAPACITIES SAFE 'WORKING LOAUS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL CLEAR LNTE-' T'(F£ LINTEL STEEL G14AYITT GP-AYIiY UFLIFf UPLIFT LEirnlH 5PA4 a4PAUTT CAPACITY CAPACIT-( CAPACITY acmcm BAR TOP PAR (01'51 (IYSU (1:5L (1,'SU (11'51 (1115U (1/5L (2150 •.0' •o - _ (1� �-•�_ \:h v (vo "'' ESL' „ 8'•8' 1-FECA97 (21'3 (21• 110 I@2`@0 12Lk`0 161(70'1 4'•0' 2'd' PFECAM 0)n _ 1212 11!3 60077 icXo I0000 1'-6' T-2' RECAST (21 1 (2) "1 09x9 IEDOo IaWll) 10000 3'-;' FNfCAST (2)12 0).12 6'64 1@000 i0470 10009 5'-4 1 4'_or CA6t 1 (2).3 (?112 z000 WOD °tri 19 4c 0G@ r •kT 4'•6' I FFTEGAI)T !2) 9 (2).2 -7,43 1090@ lato Ll0co 5-c/ ,=PECAST !2014 (?1B 11^(00 IC000 6523 1000 ri-6' 3'•!' f'r'ECAST (2)'4 (211 1,'000 109o0 61'73 IoL^P!D 0.11 3'-4' PFECAat 1 (2)'4 (1) :' le,ze® 10900 pall I@@@o 1.6' 6'•2' Ft•£CASI (2104 (2)1 55el 135+000 4455 &316 l'-3' 61•4' FFECA5T (?)14 (2)2 en? "00 4240 5491 8' -fl' 6'•9' FnC45T (21'4 ('!)1 1430 "v e) 3:"93 1721 -0' FY,ECAST (2)14 (2)'2_ 61% 1'000 3316 72'61? 5'•4' 8'-@' FFECA5T (2) 1,A 1?) n 5293 6993 2121 5x71 ID' -o' 9'•2'—Ff.CAST (2)14 `(2)12 400, - 5043 2%13$ iiia IE/•9' FFECAST (2) 5n (2) 3 4221 4221 11.63 3553 RECA5T (2) al - 013 3119 3113 1.541 3170 Fn-EGA5T (V -1 Qt 3412 341 1411 2899 13'-4' 1210 PREC45T (2) "! (2) 133 2993' 2399 !210 2916 ,4'-0' W -W PFECAST (2) "3 (?7 3 2131 2131 1013 1 2260 PF1611,M6LU 21'4 (2).2 3231 3261 1.4,4 4E4 I.4'-0" F"Eel 56EU (214 (211 213,•iti 2945 633 131.)5 PPE3T'FE55ED (;714 (211 2264 I�22W 532 10 , 19'•41 (91.01- PFE TRE66E0 0) 5 _ ('1) 3 _iati - 426 _ 1.35 201•'1' 16'-B' FPE5Tr'E55ED !2J r (013 �' __ !6E5731 'leb 21'•4' 20'-0' FFE51K!36EP a)5 (21.3 1,113 1413 - 340 - 691 T c/ 20'-8' PFEfiTTtE55Ep {215 <?10'3 !'wo 13,10 3?1 649 - 14ra' - ._22' 0' ?PE9TF� QED (2)19 CIJ s3 1141. 1141 214 544 TABLE Na. U REINFORCING SCHEDULE & LOAD CAPACITIES SAFE 'WORKING LOADS (PLF) _ 8" X 14" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYF'H Lrf1EL $TEEL GFAVITY rRAVITY UP -IFP UPLIFT LL-rk�IH sP1Vd - - GAYACIIy GA.PACHY CAPAUIY C,*.'(;Itf POTTC41 D/R.. TGA FV.R (915L 11'`11 1(48'1 !0X1%11 (1111,1 (U5U (P1,L 17)51( S'1.1 '1 (Y ! ,lr S:Y^E4 710@0 2'-2' r CA`iT (`!) 1 1 1 n 5014 OOm;l 10^0!A0 !oOtTO 4'-@' 2'-8' PFECA6t ('171 (2) 1 3691 woo 1440 10974!@ 4'-6' 3-4- Ft•LCA$1 (2)1 (?).2 2141 1021 561 tVr, 4'-0' Y -T FFECAt9T _ (8)11 5) 1 2519 'ill — 5'50 1216 -4' 4'-0' 1 PFECA57 (2)'3 (?) 1 411 4411 31694a30�- "a'•ID' FnCA6T (219 (W 12 1 334- 356.1. 3065 9665 1'-#' 5'-@' F'KECA`iT (21'1 F2.) r2 3035ti 36 939 x219 6'•6' 3'-2' 1 MCA1T (2)14 () 02 1 2661 2aal 1 2393 3043 ','-" •4' FFfCA6i (2)!4 (2)2 2138 21352259 1695 1-6'- 6'-2' FF,ECAST i2/ 44 (2) -2 20) ?193 11%9 7309 1'-a' 6'•;' F?ECAST 20,8 2406 `645 2219 CA6T 172'4 v n 1957'"- r°51 1.3:4 1 205, 014 11-0' 1 F4ECA1iT 0)'# (a) 12 [&2 1625 1363 1 1916 3'-;' D'-0' FRECASi (2)'4 0)1 F511 611 !954 1 1591 1.2 4. T-?' FnCAST (2)'i _ (2)11 265 .265 e0l 1324 I'A' V-0' FFECASI (31 6 2) "3 -_ 1133 11'.3 618 1131- 2'-0' X1.3' FFECA5T (2) 5 02 3 1941 1041 3.A Cal n'-2' , CAST f'll5- i2)' 98, 9E0 ""' 541 1025 19'4 k'•0' Pf'ECAM (2)19!2)13 902 902 460 9:79 FE(21 14'•0' TT•8' FCAST '5 (2)9 942 042 414 e5a rADLE No, 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LGIFFIL 1 EIL° LINTEL tiro LINIEL STEELGFAVITY 0417117 )T'I_FT CP"F; FrC: PA9 4TH 6PAV CIf VFACUY CAPAGFi GAPllrr G>t ICT1 GAY, tv, GAR - - f@ 51(1;50 {1,161- (0'50 (L 51- (11511 11/51 (245{1 i-(2) STRANDS 7/16',•-_3131 l 7 'WIRE STRESS RELIEVED , p -13d -(Alf 270ksl PRESTRE55ED CABLE 15 � 8 7� -121 N51I 61/16-5-(I) #5/('1) #5 PRESTRESSED v/20-5-711 #�/(I) #J fS/(1�k5 ��11�. v.f 1..).•_#�l��tc5 d,>'14—S— I ,�%_I) ;� J. ,. (err _ ,0 }edge � avA 11,1 o-.ro. a A s•• a » V -___ _ a' •4y =A a�a •6• hax _ /r 3 13/Ya" 3 13(Id,' V 32—S—(I ) 5 ')J 1/ 28-J-(1)#5/�l ) ARCHITECTS LUNfiYVUUO, FL 32190 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 4-- Lr1 E, ''•4 Lzj �a rza .� 1 Fi) U 9 Fry 1w CO IWI mmm_m Imm pop f-7 SUDDIV. LOT: KENEIINC,TON RESERVE (LOT #38) MODEL.: 3I C;AYNE' BAY ( VER TION#01) PROJECT#: 2997.000 PAGE; L1NTJL L 1--'LAl° 71 E L -E Y AT I O N— -) n �L1}r�Irlrl)t ARCHITECT- STATE OF FLORIDA JAMES CANTWELL AR NO 12079 DATE: SCALE: 1/411-11_011 SHEET } OF Ib% 1 e .. 0 313 -- TABLE Nu_ F3 _ REINFORCING SCHEDULE & LOAD CAPACITIES SAFE 'WORKING LOAUS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL CLEAR LNTE-' T'(F£ LINTEL STEEL G14AYITT GP-AYIiY UFLIFf UPLIFT LEirnlH 5PA4 a4PAUTT CAPACITY CAPACIT-( CAPACITY acmcm BAR TOP PAR (01'51 (IYSU (1:5L (1,'SU (11'51 (1115U (1/5L (2150 •.0' •o - _ (1� �-•�_ \:h v (vo "'' ESL' „ 8'•8' 1-FECA97 (21'3 (21• 110 I@2`@0 12Lk`0 161(70'1 4'•0' 2'd' PFECAM 0)n _ 1212 11!3 60077 icXo I0000 1'-6' T-2' RECAST (21 1 (2) "1 09x9 IEDOo IaWll) 10000 3'-;' FNfCAST (2)12 0).12 6'64 1@000 i0470 10009 5'-4 1 4'_or CA6t 1 (2).3 (?112 z000 WOD °tri 19 4c 0G@ r •kT 4'•6' I FFTEGAI)T !2) 9 (2).2 -7,43 1090@ lato Ll0co 5-c/ ,=PECAST !2014 (?1B 11^(00 IC000 6523 1000 ri-6' 3'•!' f'r'ECAST (2)'4 (211 1,'000 109o0 61'73 IoL^P!D 0.11 3'-4' PFECAat 1 (2)'4 (1) :' le,ze® 10900 pall I@@@o 1.6' 6'•2' Ft•£CASI (2104 (2)1 55el 135+000 4455 &316 l'-3' 61•4' FFECA5T (?)14 (2)2 en? "00 4240 5491 8' -fl' 6'•9' FnC45T (21'4 ('!)1 1430 "v e) 3:"93 1721 -0' FY,ECAST (2)14 (2)'2_ 61% 1'000 3316 72'61? 5'•4' 8'-@' FFECA5T (2) 1,A 1?) n 5293 6993 2121 5x71 ID' -o' 9'•2'—Ff.CAST (2)14 `(2)12 400, - 5043 2%13$ iiia IE/•9' FFECAST (2) 5n (2) 3 4221 4221 11.63 3553 RECA5T (2) al - 013 3119 3113 1.541 3170 Fn-EGA5T (V -1 Qt 3412 341 1411 2899 13'-4' 1210 PREC45T (2) "! (2) 133 2993' 2399 !210 2916 ,4'-0' W -W PFECAST (2) "3 (?7 3 2131 2131 1013 1 2260 PF1611,M6LU 21'4 (2).2 3231 3261 1.4,4 4E4 I.4'-0" F"Eel 56EU (214 (211 213,•iti 2945 633 131.)5 PPE3T'FE55ED (;714 (211 2264 I�22W 532 10 , 19'•41 (91.01- PFE TRE66E0 0) 5 _ ('1) 3 _iati - 426 _ 1.35 201•'1' 16'-B' FPE5Tr'E55ED !2J r (013 �' __ !6E5731 'leb 21'•4' 20'-0' FFE51K!36EP a)5 (21.3 1,113 1413 - 340 - 691 T c/ 20'-8' PFEfiTTtE55Ep {215 <?10'3 !'wo 13,10 3?1 649 - 14ra' - ._22' 0' ?PE9TF� QED (2)19 CIJ s3 1141. 1141 214 544 TABLE Na. U REINFORCING SCHEDULE & LOAD CAPACITIES SAFE 'WORKING LOADS (PLF) _ 8" X 14" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYF'H Lrf1EL $TEEL GFAVITY rRAVITY UP -IFP UPLIFT LL-rk�IH sP1Vd - - GAYACIIy GA.PACHY CAPAUIY C,*.'(;Itf POTTC41 D/R.. TGA FV.R (915L 11'`11 1(48'1 !0X1%11 (1111,1 (U5U (P1,L 17)51( S'1.1 '1 (Y ! ,lr S:Y^E4 710@0 2'-2' r CA`iT (`!) 1 1 1 n 5014 OOm;l 10^0!A0 !oOtTO 4'-@' 2'-8' PFECA6t ('171 (2) 1 3691 woo 1440 10974!@ 4'-6' 3-4- Ft•LCA$1 (2)1 (?).2 2141 1021 561 tVr, 4'-0' Y -T FFECAt9T _ (8)11 5) 1 2519 'ill — 5'50 1216 -4' 4'-0' 1 PFECA57 (2)'3 (?) 1 411 4411 31694a30�- "a'•ID' FnCA6T (219 (W 12 1 334- 356.1. 3065 9665 1'-#' 5'-@' F'KECA`iT (21'1 F2.) r2 3035ti 36 939 x219 6'•6' 3'-2' 1 MCA1T (2)14 () 02 1 2661 2aal 1 2393 3043 ','-" •4' FFfCA6i (2)!4 (2)2 2138 21352259 1695 1-6'- 6'-2' FF,ECAST i2/ 44 (2) -2 20) ?193 11%9 7309 1'-a' 6'•;' F?ECAST 20,8 2406 `645 2219 CA6T 172'4 v n 1957'"- r°51 1.3:4 1 205, 014 11-0' 1 F4ECA1iT 0)'# (a) 12 [&2 1625 1363 1 1916 3'-;' D'-0' FRECASi (2)'4 0)1 F511 611 !954 1 1591 1.2 4. T-?' FnCAST (2)'i _ (2)11 265 .265 e0l 1324 I'A' V-0' FFECASI (31 6 2) "3 -_ 1133 11'.3 618 1131- 2'-0' X1.3' FFECA5T (2) 5 02 3 1941 1041 3.A Cal n'-2' , CAST f'll5- i2)' 98, 9E0 ""' 541 1025 19'4 k'•0' Pf'ECAM (2)19!2)13 902 902 460 9:79 FE(21 14'•0' TT•8' FCAST '5 (2)9 942 042 414 e5a rADLE No, 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LGIFFIL 1 EIL° LINTEL tiro LINIEL STEELGFAVITY 0417117 )T'I_FT CP"F; FrC: PA9 4TH 6PAV CIf VFACUY CAPAGFi GAPllrr G>t ICT1 GAY, tv, GAR - - f@ 51(1;50 {1,161- (0'50 (L 51- (11511 11/51 (245{1 i-(2) STRANDS 7/16',•-_3131 l 7 'WIRE STRESS RELIEVED , p -13d -(Alf 270ksl PRESTRE55ED CABLE 15 � 8 7� -121 N51I 61/16-5-(I) #5/('1) #5 PRESTRESSED v/20-5-711 #�/(I) #J fS/(1�k5 ��11�. v.f 1..).•_#�l��tc5 d,>'14—S— I ,�%_I) ;� J. ,. (err _ ,0 }edge � avA 11,1 o-.ro. a A s•• a » V -___ _ a' •4y =A a�a •6• hax _ /r 3 13/Ya" 3 13(Id,' V 32—S—(I ) 5 ')J 1/ 28-J-(1)#5/�l ) ARCHITECTS LUNfiYVUUO, FL 32190 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 4-- Lr1 E, ''•4 Lzj �a rza .� 1 Fi) U 9 Fry 1w CO IWI mmm_m Imm pop f-7 SUDDIV. LOT: KENEIINC,TON RESERVE (LOT #38) MODEL.: 3I C;AYNE' BAY ( VER TION#01) PROJECT#: 2997.000 PAGE; L1NTJL L 1--'LAl° 71 E L -E Y AT I O N— -) n �L1}r�Irlrl)t ARCHITECT- STATE OF FLORIDA JAMES CANTWELL AR NO 12079 DATE: SCALE: 1/411-11_011 SHEET } OF Ib% 1 e .. rADLE No, 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LGIFFIL 1 EIL° LINTEL tiro LINIEL STEELGFAVITY 0417117 )T'I_FT CP"F; FrC: PA9 4TH 6PAV CIf VFACUY CAPAGFi GAPllrr G>t ICT1 GAY, tv, GAR - - f@ 51(1;50 {1,161- (0'50 (L 51- (11511 11/51 (245{1 i-(2) STRANDS 7/16',•-_3131 l 7 'WIRE STRESS RELIEVED , p -13d -(Alf 270ksl PRESTRE55ED CABLE 15 � 8 7� -121 N51I 61/16-5-(I) #5/('1) #5 PRESTRESSED v/20-5-711 #�/(I) #J fS/(1�k5 ��11�. v.f 1..).•_#�l��tc5 d,>'14—S— I ,�%_I) ;� J. ,. (err _ ,0 }edge � avA 11,1 o-.ro. a A s•• a » V -___ _ a' •4y =A a�a •6• hax _ /r 3 13/Ya" 3 13(Id,' V 32—S—(I ) 5 ')J 1/ 28-J-(1)#5/�l ) ARCHITECTS LUNfiYVUUO, FL 32190 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 4-- Lr1 E, ''•4 Lzj �a rza .� 1 Fi) U 9 Fry 1w CO IWI mmm_m Imm pop f-7 SUDDIV. LOT: KENEIINC,TON RESERVE (LOT #38) MODEL.: 3I C;AYNE' BAY ( VER TION#01) PROJECT#: 2997.000 PAGE; L1NTJL L 1--'LAl° 71 E L -E Y AT I O N— -) n �L1}r�Irlrl)t ARCHITECT- STATE OF FLORIDA JAMES CANTWELL AR NO 12079 DATE: SCALE: 1/411-11_011 SHEET } OF Ib% 1 e .. ARCHITECTS LUNfiYVUUO, FL 32190 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 4-- Lr1 E, ''•4 Lzj �a rza .� 1 Fi) U 9 Fry 1w CO IWI mmm_m Imm pop f-7 SUDDIV. LOT: KENEIINC,TON RESERVE (LOT #38) MODEL.: 3I C;AYNE' BAY ( VER TION#01) PROJECT#: 2997.000 PAGE; L1NTJL L 1--'LAl° 71 E L -E Y AT I O N— -) n �L1}r�Irlrl)t ARCHITECT- STATE OF FLORIDA JAMES CANTWELL AR NO 12079 DATE: SCALE: 1/411-11_011 SHEET } OF Ib% 1 e .. IWI mmm_m Imm pop f-7 SUDDIV. LOT: KENEIINC,TON RESERVE (LOT #38) MODEL.: 3I C;AYNE' BAY ( VER TION#01) PROJECT#: 2997.000 PAGE; L1NTJL L 1--'LAl° 71 E L -E Y AT I O N— -) n �L1}r�Irlrl)t ARCHITECT- STATE OF FLORIDA JAMES CANTWELL AR NO 12079 DATE: SCALE: 1/411-11_011 SHEET } OF Ib% 1 e .. F w R C7 H I T E C T 5 _1 limAw Aw esi n D .e F"Urou inc. :1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA ff: 0003325 SUBDIV. & LOT: KEIT SING RESERVE (1-10T #'6) MODEL: B t S'CACNE B A Y (VERS'10t,1#01) PROJECT#: .PAGE: LIDTTEL PLAN ELEVATION --Y' C AS T- C'RETE) ARCHITECT. STATE OF FLORIDA JAMESAN ELL 0 A ARNC mmwm� DATE: SCALE: 1/4))=l)-0" SHEET - - D 0 F 0 Q0 SUBDIV. & LOT: KEIT SING RESERVE (1-10T #'6) MODEL: B t S'CACNE B A Y (VERS'10t,1#01) PROJECT#: .PAGE: LIDTTEL PLAN ELEVATION --Y' C AS T- C'RETE) ARCHITECT. STATE OF FLORIDA JAMESAN ELL 0 A ARNC mmwm� DATE: SCALE: 1/4))=l)-0" SHEET - - D 0 F 0 FLtECTF,I(- AL LEGTEN7�) 6'IllooLDEF11�11T101,,1 LOAD INFORMATION NoTrz 'ElL} F� G3. I trlt C'EN-1 F? AL LIC.TH`I'II ICS =� I VA I'Eh ����. t{,rlt, rr)„0 20 AMP APPLIANCE� CIRCUIT AT 1500 VA EA, Er� UIF'ED WI FH �j 1000 110V OUTLET GNROUND FAULT INTERUPTER 1 'WATER HEATER 4500 1 �D1 a111,11ASHER (TAMPER R' 515TANT I CLOTHES DRYER 5000 1 DISPOSAL (1/3 IIF') Ti I- r,; SUBTOTAL O1+' GENERAL LOAD 3 OF -111 FIRST 10 KVA OF' cfENERAL LOAD AT 100% 10000 EOUIPED WITH 10032 TOTAL NE�T GE.NERAI_, LOAD 2003; 11OV FLOOR r ROUND FAULT 3 TON AIR C ONDITIOI*.(ING UNIT 6900 0 I_ ly AIR HANDLER HEAT PUNII- #2 AT (35%3250 OUTLET INTERUPTER (TANt ER KE515TANT, ZI-080 NET C:1EPfERAL LOAD 2003.: NET TOTAL HEAT TYPE) TOTAL LOAD 40 762 ALCULA`TED LOAD FOR SERVICE 40762 VA/40 V= 100.84 AMP 200 AMP SERVICE FG UIPED WITH 110V OUTLET CTROUNp FAULT INTERUPTER (TAMPER RE515TANT TYPE) EOUIF'ED WITH 1101/ OUTLET rROUND FAULT INTERUPTIvR )CiFI (TAr1PER R;z515TANT TYFE� (,-29-OVG'Oh•1NECTION 2OUTLET LU I RE v, EXTERIOR # WATEF-- r 00F OUTLET 5WITGH 5WITGH 3_WA't_ OPER. 3 5WITC4 4 -WAY OFER. a- 4 WALL rIOUNTED L[GFHT WALI_ 3CONGE PREIUf RE CEILING -3 LIGHT �l •,� VA_ r-FOOF � iVP L Ir -,;HT 1 RECE55ED `✓ CAN (L `ENT. FAN r-` VENT. FAM UJ/L ICE; 1,41 r� O 2' LIGHT STRIP 4' LIGHT STRIP QD {Q j FLUOIRE5GENT L I�.zHT WRAP AROUND 2' FLUUFESC:ENr F _ _ _ _ 4' FLUOrs5C-ENT PANEL 5TRt.1GTUFF p WIF—PANEL METER �+ J 5h COKE BATT. 5ACiK-UP W/ HARDUJIRE . . DETECTOR' INTER- CONNECTED GAiRf✓ON FATT. RACK -UP W1 HAR17)WIRE .!� 1-1ONOXIDE FENDANT Lfr HT TEL EFHONE JACK OUTLET REOUIR'ED TO 5E 5UFP'OF ..TECO J-L30X IN AGCOr C?ANc E Fy W1 5OX MAF KED A5 5UGH FOR IN`31=EG1'ION GE f L INCE F3Ox FREOUIRED TO CEILING FAN/LIGHT 5E `;'UFfi ORTEO IN AGCORFDANGE LU/ 5OX NARKED 45 eUG'I-{ FOR H& -' GTION SPEArr;ER Pt�EW f PE ,=LOCO L lr;;HT SFcUf,-"IT r 5Y5-rEm 15�c KE `> FAD D[GIT4L UJATEf� UJH NEATER' ' p15GONN_GT Aif�. COrID. A/�" �:)15CONNECT TrzLEVI510N JACK OLUMN CONTROL CI-Elf"'1E � DOOR GNIr'IE5 ALL RECEf-'TA(_-�L.E5 N HAE3IT,AE3LE F'001-15 Af;:�E TO 5E ARC FAULT AN -E TAmf--=R IkE5f5TANT TYfIE. 44/0 SER. GABLE COMBINATION SERVICE 200 AMP DISCONNECT SWITCH AND 120/24.0 VOLT ELECTRIC METER IN I F'HA5T_= NEMA aR ENGLOS.lRE MLO FANEL EQUIPMENT TEHLEFHONE QUIPMENT1ELEPHCNE SERVICE rC=AIFLFMNF?NEETi_Nc:T/i�1A5r1sd2NPyE f-OWP_F COMPAN`T" ti?ANSFO; d IES INTER*T5TE`I BONDING TEF: IINAL AT LOUD Cat2�L�E VOLTAGE CONNECTIONS F PROVIDE 20.0 AME', 120/240 VOLT, I YH A5E ELEGTF�ICAL - EFFPVICE. PROVIDE 3 02/0 COFf-E ; (CU) IN 2'' DIA SCHEDULE 00 F"/C GONpUfT OR FROI/IDE 3 "4/0 ALUMINUM (AL) IN 2'' DIA SCFIED-ILE SO PVC CONDUIT UNLE55 5ERVECE 15 PROVIDED BY THE ELECTRIC GOt-IFANY, r_c.-c_'WITH, THE EL EGTR'IG (_-OMl=ANY ~\\ 1 #4 CU SER'/IC= GiFC)UNI1 ) FRIOR TO SID. — GONNEGtED TO GQNGRETE NG.ASED FOOTER 5TEEI_ 00 /V--lF ELEC;TF?lC,/AL RI EF NOT TO 5CALE, C-;ENEF,4L NOTES:. A. ALL GONDUGTORS SHALL BE TYPE THHN/THuL UNLESS NOTED VTHERIUISE. LO.c:a.Jl) C'A' ' C✓A.LI�rLr.1L J 1�I OME' FAMILY DWELLING WITH HEAT PUMP HOUSE PLAN: POINT' BlSC1 Yl',,1E MODEL LOAD INFORMATION VA 'ElL} F� G3. I trlt C'EN-1 F? AL LIC.TH`I'II ICS =� I VA I'Eh ����. t{,rlt, rr)„0 20 AMP APPLIANCE� CIRCUIT AT 1500 VA EA, :3000 1 LA-UNDRY CINCIJIT AT 1000 1. RANGE AT NAME F'LAM'E RATING OR COOKTOP/OVEN 12000 1 'WATER HEATER 4500 1 �D1 a111,11ASHER 000 I CLOTHES DRYER 5000 1 DISPOSAL (1/3 IIF') 244 SUBTOTAL O1+' GENERAL LOAD 3 OF -111 FIRST 10 KVA OF' cfENERAL LOAD AT 100% 10000 REMAINDER O1' GENERAL LOAD AT SIO% 25081 STA .4 10032 TOTAL NE�T GE.NERAI_, LOAD 2003; 10 l0v AIR HAl''dDLER HEAT Pf_JNIP#I AT 65% G 5 0 0 3 TON AIR C ONDITIOI*.(ING UNIT 6900 0 I_ ly AIR HANDLER HEAT PUNII- #2 AT (35%3250 2 TON AIR C01,1DITIONING UNIT ZI-080 NET C:1EPfERAL LOAD 2003.: NET TOTAL HEAT 20730 TOTAL LOAD 40 762 ALCULA`TED LOAD FOR SERVICE 40762 VA/40 V= 100.84 AMP 200 AMP SERVICE DEDIC,4TED ?(-7) AMIV OUTLET FOP, M.11JAVF 11 OUTDOOR KITC�IIEN FO uc_�H _ IN FIRST FLOOR ELECTRICAL PTAN W.P. GF 1 FIELD /{= Fa' IF`T' t-lE T F- Loc -;ANION ARCHITECTS FAX:407-77 4-4078 www.abdesigngioup.co AA #: 0003325 J ti- 11,l I ro I moi- 11.n I co I N I co I ca) ommmmmm� mm” SUFSDIV. LOT: KENSIM'rTON RESERVE (LOT #38) MODEL: %-ICA�`.� E .SAY ( VER SION#01) PROJECT#: 2997. 000 PAGE: E .L � C-� T . I (-.'/ L _r LA _ \1 "ELL VATIO N--- Y' ARCHITECT TATE OF FLORIDA AMES CANTWELL AR NU 12079 DATE: :U_ /2.4 /:9. Ep SCALE: 1/4),_11_0p) MEET �� ��)J 1l 9 (.�' mum O v, !� �l 1 �1 rid QD r. Fy �, ti- 11,l I ro I moi- 11.n I co I N I co I ca) ommmmmm� mm” SUFSDIV. LOT: KENSIM'rTON RESERVE (LOT #38) MODEL: %-ICA�`.� E .SAY ( VER SION#01) PROJECT#: 2997. 000 PAGE: E .L � C-� T . I (-.'/ L _r LA _ \1 "ELL VATIO N--- Y' ARCHITECT TATE OF FLORIDA AMES CANTWELL AR NU 12079 DATE: :U_ /2.4 /:9. Ep SCALE: 1/4),_11_0p) MEET �� ��)J 1l 9 (.�'