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2113 Victoria Glen Dr 12-86 (new townhome w/truss)5 R C IR-� ETV -r, _:Z--1 OCT CEV CITY OF SANFORD 12 210T111 BUILDING & FIRE PREVENTION PERMIT APPLICATION B) YX - rFo,,,12 Application No: F49 Documented Construction Value- $ Job Address:. 1/1(-f D La Q140 b"119- Historic District: Yer. F1 N. Parcel 'ZO 0- 51 GI - 0000 - 03 -3 Q - Zoning: Description of Work- 70%W ft0BE-- Plan Review Contact Person: badma. (210 (k-- Title: Phone: Fax: 0-q05:S11�2_ E-mail:dQDhv)ecidrkincocil.t(.CD04 Property Owner Information Name hlat�Awia (Tdduumil Pcuta&to Phone: Street: 4DQ && Aami &uth I Resident of property? ItM City, State Zip.- W%dtf boc FL32--mg Contractor Information Namer1.1 lisjul 11MOMAI laftawu Wus Phone: Street:18,jif- — F. City, State Zip: WtAt-rkik --R-- 23State License No.: C.CZ, 151 2-SOO ArchitectfEngineer Information II Name: WWAAK K Rhb—t-E-t-A Phone: Street- Fax - City, st,Zip: &W4 E-mail; Bonding Company: Mortgage Lender: Address: Ir, V 10 Address: Building Permit INFORMATION Square Footage: ire Construction Type No. of Dwelling Units, —L—.— Flood Zone: Electrical E3 New Set -vice — No. of AMPS: Mechanical 0 (Duct layout required for new systems) 3V3 $7� No. of Stories: 4• Plumbing 0 New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: � lot 6'A?- C>9 Contact: DAPHNE CLARK (407) 257-6940 daphneclarkinc@cfl.rr.com R cn N C<.LLiG SECOND FLOOR = w N DRS ❑ R I I I 1- 4 LO F3 , „ I.,.' .'..'I N TOP ®10-8 N I: { F3 BTM ®9 —4 r t `� F13 ° DRS l'-4" FLOORS BTM ®9'-4" i DRS °F13 I:: 1 ®10'-811 " F3 � ITW HANGERS UNLESS F3r.:::'.' 21' C/L AHU26 13 20' C L 20' 21C' /L AHU28 SR CD © AHU26-2 2 M nw M DO AHU28-2 10 SSR46 `D y3 N AGUS26-2T 4 0 I I EJ2 20'10"8 WALL TO WALL 5 MSR26-2 19'10" WALL TO WALL 2' 19'10" WALL TO WALL MSL26-2 20'10"8 WALL TO WALL L ' 1 I. .. .I i EJ23 F13 N HELD BACK 112" FROM KTHGQ3 O HELD BACK 1/2" FROM � HELD BACK 1/2" FROM F13 I BTM Q 9'-4 HELD BACK 112" FROM � F1 EDGE OF BLOCK WALL F2 EDGE OF BLOCK WALL 4"-1'-0" F2 w m EDGE OF BLOCK WALL F1 SALES: PB ADDRESS: I PAGE: O EJ2 n BLDG LOTS: DWG NO. -, :.1 1 u C, -I n n r- 2 -PLY Q m FT17 _ ❑ -.I F13 F13 F3 N3,8" I. - — — _ — — — . N N t t F3Of I ❑ t..''.: '..'I j ❑ DRS C ' F13 I I. `. I I N Li rryco ��� { DRS I. I. i C-4 o I a DRS I I t DRS F3 w Y O J F3 rn I.,' 1 F13 I. I r AHU r I F13 �CD Of Q TU I I F13 I ..' ..' . I I ' N l 1 I :: I Y m U O S. J NY �o F3 C'4 I_ 1 I: t DRS ❑ I I N N I,. 1 N CHASE J 1 I F3 m O I - F13❑ DRS i i — L J L _ - J L J L L J I I 2 I' I DRS �t 3 J L J FT20 n I I F5 ': AHUF13 �- - - I. .. I. .: FR SIE DOWN N I I w C� o -4r FLOORS -m 14" FLOORS 1 CLN� F31+ = w n F3 — I I.' 1 F13 I I i. 1 F13 N F11 w n TOP ®10'-8" L— _ J J t I ❑ -- I .. — N I'. I ORS U = w N DRS ❑ R I I I 1- 4 LO F3 , „ I.,.' .'..'I N TOP ®10-8 N I: { F3 BTM ®9 —4 r t `� F13 ° DRS l'-4" FLOORS BTM ®9'-4" i DRS °F13 I:: 1 ®10'-811 " F3 APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2x4 NOM. 11) LTJ TRUSS END DETAIL NOTICE Field Bracing is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. When no sheathing is applied directly to the top chords, they shall be braced at 24" o.c. max. Where no rigid ceiling is applied directly to the bottom chords, they shall be braced at 6'--0" o.c. max. Trusses shall be handled with reasonable care during erection to prevent excessive damage or personal injury. See Engineering for connections, nailing schedules, etc. NOTE: Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. Girder truss to girder truss connections which exceed the capacity of a standard hanger or truss to wall connections are the responsibility of the builder. GENERAL NOTES 1 • TRUSSES SPACED 24" ON CENTER, U.O.N. 2 ALL WALL, BEAM & COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. 4. SOME VALLEY FRAMING BY BUILDER. 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0'-0" NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US, F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION � ITW HANGERS UNLESS F3r.:::'.' ASCE 7/05 AHU26 13 I CJ21 AHU46 4-5 © AHU28 SR CD © AHU26-2 2 M nw M DO AHU28-2 10 SSR46 `D y3 N AGUS26-2T 4 0 I I EJ2 ^ o 5 MSR26-2 © 2' N MSL26-2 HO L ' 1 I. .. .I i EJ23 F13 N a\ � DEFLECTION Rcc I KTHGQ3 O I EJ23 � SPECIAL CONNECTION BY OTHERS F13 I BTM Q 9'-4 N � m F4 r' .' I CUSTOMER: MATTAMY HOMES � F13 I.. ' . ' .. I N I EJ2 4"-1'-0" m w m SALES: PB ADDRESS: I PAGE: O EJ2 n BLDG LOTS: DWG NO. -, :.1 1 u C, -I n n r- 2 -PLY Q m FT17 _ ❑ -.I N3,8" I. - — — _ — — — . N F4 t..''.: '..'I C F13 I I. `. I I N Li rryco ��� N LL N. �.. IL LL Cil' ¢. AHUI NN LL N N LL LL °° rn r AHU FT15ACIf 2 -PLY I AC F13 I ..' ..' . I I w I I O S. J - F12 N ( { CHASE J - - I - - — L J L _ - J L J L L J I I 2 L J L -PLY J L J FT20 C-4 I I F5 ': AHUF13 �- - - I. .. I. .: FR SIE DOWN N ( 1 CLN� I I — — I I 1 I I `� F1 3C F11 I .. I L— _ J J I -- I — iti 1 I F6 N `-' 4 I NJ rn — — F13 I [ I — — — — — — — N F13C I....'. F11 F i i I -04 N F7 F1 3A" 9 -4 BRG - - - - . N 1 T OP of POST - - - N {'' 1 WALL FT22 2 -PLY - ,: i " :I F1 3C 1. :: FT29 9'�" �+ I '. a - I — �-1 —� I.:: F3 .. �r Lr tD _ — I I � I.. — � F11 A a0 ( 1 I :. :'. I r7 ~, � I I I I I .. . ,...I 1 1 1 1 1 1 17, I 3'6R8 I I- -- f C'Lil I F1 3D co � E RI I 4 -PLY rn I I I i I I FT16 N 2 -PLY I I I• " { J L J L FT29 I 11 1- I J L I J 1 1- I I _I ----IL — R LL C 2 -PLY I; 1 I. I _ R F22 C r J — L _ r FT43 1 I TOP OF POST N t .. .. .t ':: '.. F1 1A DR ® 9'-4' '— I.'' ..'' :''.I HASE F22 N F3 1' :I I: 1 JR A J L �— r I ..''` .. i.. I I00 00_j t .'. _.. .,.I N r'' I I AHU 11 N F22 N -- N L~J -- w F14 11 I 3 FS L� O m F9 N i . .''. '.:I 1 G� F15 i..'' .. ' I I I r., I QRS ❑ 22 J L m O G 6 CD ''.:' t — , — .I r ❑ DRS j '. CD UJI _j CDcvl'-4'fLL t ., .. ,I '. '. FLOORS inL''•„ L. '.,''•, 'I I cV I' I I. .'. I N F13 X22 — - i L co rn p F20A D W n ❑DRS 1.. .'I F15 i J w I .. ..I r TOP 0 10'-8" w ; '. ' i 1'-4" FLOOR (2) 2x8 LEDGER i. I -C4 F10 N t t BTM ® 9'-4" w Q F15 I I `� '- - r I F13 22 I — L I F20A <� 0O " FT43 r r kkkk'' • TOP ® 10'-8" I.. DR ❑ RUN 1/2" PLY WD 2—PLY N 00 n "' w o F15A '.:'' ''' , L ., . . ,.'.. BTM @ 9 —4 N F25 V-4" FLOORS N F17 J L 1'6"3 L — — = �+ 4 -PLY FT2 w Q FT23 ao Q i..'.. .. I I N `a :O TOP ®10'-8' C 4° F3A D o w F1 5A i::' :: '::'I CV I " 4 F17 °° <., N RUN rr 1/2 PLY WD N T9 w I a' ;; 2 -PLY T T CV L.L. RUN 1/2" PLY WD N N T9 - FT24 w i w FT25 2 -PLY 2 -PLY T33 ' 4'9" cv 13'11" ,°� °° a0 R R N , „ 1 -4 FLOORS N 013 `� CN N T9 0 co 2 -PLY 7' N N •- N TOP 10'-8" N T33 4/12 N � " T9 FT12 R N 1/2" LY WD TO BTM HO 2 -PLY � N 0O FT32 lfi o N rn 2 -PLY m N R 2 -PLY N T9 � 0 dZ rn FT14 � Q 1 3' r r -i r -i r J n r � r � r 2 -PLY N RUN 1 /2" PLY WD TO B M CH L9 2 EJ38 LoN �I F T8 ' ,� n n J1 O N ° o CJ16 <t N LNL N `t LL o- d- N r 't N N a- N LL L' a N r t N N N N N LL ' LL LL U_ U LL Li =3 -' M r') � W ' r r� -' M cp t\ � M, HELD BACK 1 /2" FROM D �� � to w M v v �^�� U w EDGE OF BLOCK WALL w w w 5/12w w w HELD BACK 1/2 FROM L� 6/12 EDGE OF BLOCK WALL 6/12 13,3" 18'4" 18'8" 2' 6'6" 12'10" 20'4" N 4'4" 21' 20' 20' 20' 8' TPTH02 TPTH05E TPTH06E TPTH03 ELEV-A ELEV-B ELEV-A FI F\/ -q APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2x4 NOM. 11) LTJ TRUSS END DETAIL NOTICE Field Bracing is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. When no sheathing is applied directly to the top chords, they shall be braced at 24" o.c. max. Where no rigid ceiling is applied directly to the bottom chords, they shall be braced at 6'--0" o.c. max. Trusses shall be handled with reasonable care during erection to prevent excessive damage or personal injury. See Engineering for connections, nailing schedules, etc. NOTE: Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. Girder truss to girder truss connections which exceed the capacity of a standard hanger or truss to wall connections are the responsibility of the builder. GENERAL NOTES 1 • TRUSSES SPACED 24" ON CENTER, U.O.N. 2 ALL WALL, BEAM & COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. 4. SOME VALLEY FRAMING BY BUILDER. 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0'-0" NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US, F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION FTlN 'Sv F20 00O F2 i F FT5 FT5 N a FT7 CJ3 Cil 0 N M 00 LnLn EAGLE TRUSS d TEL: (239) 226-1100 FAX: (239) 226-1102 2800 HUNTER STREET FORT MYERS, FL. 33916 DETAIL AT PARTITION WALL I " GAP HANGER LEGEND � ITW HANGERS UNLESS NOTED OTHERWISE ASCE 7/05 AHU26 13 I CJ21 AHU46 4-5 © AHU28 SR CD © AHU26-2 2 EJ2 nw M DO AHU28-2 10 SSR46 `D y3 N AGUS26-2T 4 0 I I EJ2 ^ o 5 MSR26-2 © 2' N MSL26-2 HO I EJ2 i EJ23 KTHGQ2 a\ � DEFLECTION Rcc I KTHGQ3 O I EJ23 � SPECIAL CONNECTION BY OTHERS I EJ2 � CUSTOMER: MATTAMY HOMES � I EJ2 4"-1'-0" BY: JL w m SALES: PB ADDRESS: I PAGE: O EJ2 n BLDG LOTS: DWG NO. -, :.1 1 u C, -I n n r- Q m CJ21 i FTlN 'Sv F20 00O F2 i F FT5 FT5 N a FT7 CJ3 Cil 0 N M 00 LnLn EAGLE TRUSS d TEL: (239) 226-1100 FAX: (239) 226-1102 2800 HUNTER STREET FORT MYERS, FL. 33916 DETAIL AT PARTITION WALL I " GAP HANGER LEGEND * ALL 2x HANGERS SHOWN ARE ITW AHU26 UNLESS NOTED OTHERWISE. * ALL 4x SYS42 HANGERS SHOWN ARE AHU46 UNLESS NOTED OTHERWISE. * TRUSS INSTALLER IS RESPONSIBLE FOR INSTALLING SPECIFIED HANGER FOR TRUSS TO TRUSS CONNECTIONS PER MANUFACTURER SPECIFICATIONS. ITW HANGERS UNLESS NOTED OTHERWISE ASCE 7/05 AHU26 13 CATEGORY: 2 AHU46 4-5 © AHU28 SR SSR26 © AHU26-2 2 SL SSL26 DO AHU28-2 10 SSR46 ED AGUS26-2T 4 0 SSL46 - AGUS28-2T w 5 MSR26-2 © AGUS26-3T_ Iv�L MSL26-2 HO .AGUS28-3T _ 1.00 KTHGQ2 0 DEFLECTION 360% KTHGQ3 O � SPECIAL CONNECTION BY OTHERS ®�Gq,®tl894�9@�BbA®t/B ®�"0 4 EM E/vz �CEN,3, •`F�y �L1¢A ° M ®m NO„ $" 7 0C,T 04 7011 DETAIL AT FIRE RATED PANEL 23„ LL 4 5„ �- 5,, FLOOR STUB 2 3/4" FROM EXT. BLOCK WALL SH -10P DRAWING APPROVAL_ THIS DRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND/OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE SUPPLIED BY A OF RECORD. Approved By: Date: 1 WALLL.EGEN' 9'-4" A.F.F 13'-0" A.F.F 18'-10" A.F.F 19'--10" A.F.F WIND SPEED: 120 MPH TYPE: MWFRS DESIGN CRITERIA: ASCE 7/05 CATEGORY: 2 EXPOSURE: B ROOF LOADS FLOOR LOADS TOLL: 20 TCLL: 40 TCDL: 15 TCDL: 10 BCLL: 0 ,T BCLL: 0 BCDL: 10 - BCDL: 5 TOTAL: 45 TOTAL: 55 ALLOWABLE1 25 INCREASE ALLOWABLE INCREASE 1.00 DEFLECTION 360/240 DEFLECTION 360% REV: REV: REV: CUSTOMER: MATTAMY HOMES DATE: 09/27/11 SCALE: 4"-1'-0" BY: JL SUBDIVISION: LAKE LOCH SALES: PB ADDRESS: PAGE: 1 OF 2 COUNTY: SEMINOLE BLDG LOTS: DWG NO. -, :.1 1 u C, -I n n r-