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2117 - 2129 Victoria Glen Dr (irrig system)3524832984 PAGE 01/02 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: , Documented Corstructio Value: $„ 7 �f. nWsf�t: Yes D No ❑Job Address. TzZq1►1G� A & �cK+ � Parcel ID: Zoning: Description of Work. I N&TOLI44_1TTS 0 h (" I rf' i —)A' ion ��►��'% r i Plan Reviews Contact Person: Title:{ Phone: � Zj Faar: P Z — �naail: TJf C�� CJG'��_ c1lbelpl.► Property Owner Information Name Phone: ... Street:© Resident of property?: City, State Zip: L. Contractor Information Name � -' Phone';,-�' Street: (-" Fax. City, State Zip: p---sr� r—L- 3q% State License No.: ArchitectlEngineer Information Name: Street: City, St, Zip: Bonding Company. ,Address: . _ _ .Building Permit ❑ Phone: Fax: E-mail: Mortgage Lender: ,Address: PERMIT INFORMATION Square Footage: Construction Type: No. of Dwelling Units: Flood Zone: — Electrical Cl New Service — No. of ,AMPS: Mechanical ❑ (Duct layout required for new systems) i ( o. of Stories; Plumbing lk New Construction - No. of Fixtures - Fire Sprinkler/Alarm ❑ No. of heads: BLDG 6 - ROOF 81'11" ----- -- - --- 20'11"8 20' 20' 20'11"8 -------- 8'-1" CLNG 66 �11 cD cD D 2 00 00 I- (D Ln CJ N r0 d- Ln (D I- 00 V) --__ T 00 cD In dn N - 0 C) noo f- (D r) N rny 2bZ oCkf SSR26 III M m M m m m III m M Q U U U U MM MM MM MMQQQQQQQQQQ 000000U AHU26-2 SL II T AHU28-2 0 II c� F04 F�L SSL46 FO AGUS28-2T DEFLECTION / ^ AGUS26-3TIv�L I MSL26-2 N AGUS28-3T r 0 --- --- 0 T Q Q SUPPLIED BY A/E OF RECORD. EJ74 00 DATE: 01 /09/12 SCALE: 1/4"=1 =1 ' —0 BY: JL SUBDIVISION: LOCH LAKE w SALES: PB ADDRESS: Cil 1 N 772=1 rr2= 2 OF 2 COUNTY: SEMINOLE II BLDG 6 k1wol"i ',°�� ,I I v w _I EJ72 00 II J� II II N �V All QF_U G7 X00 0° 00 CJ36 — — — �. ' I i I I �-\: :.� \. I I EJ7,e �.. N m I CJ12 i i �I 00 I I L....'� CJ32 CJ5 I'.'.L II ca ...I iI ii ,^ :. i• II :.''. I I J71 EJ73 z I c z J I' I I 1. ' . I I . . ''i ice." N N EJ74 ¢ .�. I CJ52 11L2 EJ7 U -- IF -- --- -� AJL =_ ___ - _ = I1,-. I C �V J72 0o ao > > -.4- U „ P G01 PLJL I. I o:I:':± JL__- JL I JL JL JL z L 7 , I EJ7 I C,Y• rr ''I , i I , , L.. off: ' '' } ... I L. ..i. II I G �. l I I II J52 n I I p. . I , CJ72 \ Q00 Q .� .. I I I I :� ©. I I I i' ''.. ' •..• ' •. I I F— ® II ; .:•' I N EJ7 :: i I ._/. 7 EJ7 1 G 7 2 2 1 2 2 2 2 2 I 2 .O 2' CM 2' 2' / EJ722' :ao 2' 2,-2. 2 2,f., 2' 2'I Fa 2' , 2 E7 I IU G-- - -w- --- EJ72 �__ _L _ __— _ I EJ7 -• r— ATTIC S ACCES � AHAHU v EJ72 > EJ7 ii ..� I II I __ ___ __= M EJ72 J I M U I I d I I I -�- --- -_� --- 71 I C—--- --- -- I I EJ7 N i i I U -- i I EJ72 — E02 )E03 Cil 1 N I IIS LIJ I * 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. ----- -- - --- -- -------- 8'-1" CLNG N --__ T w > 2bZ oCkf SSR26 (p V AHU26-2 SL II T AHU28-2 0 II c� F04 F�L SSL46 FO AGUS28-2T DEFLECTION / ^ AGUS26-3TIv�L I MSL26-2 N AGUS28-3T r 0 --- --- 0 T Q Q SUPPLIED BY A/E OF RECORD. EJ74 00 DATE: 01 /09/12 SCALE: 1/4"=1 =1 ' —0 BY: JL SUBDIVISION: LOCH LAKE w SALES: PB ADDRESS: PAGE: N Approved By: Date: 2 OF 2 COUNTY: SEMINOLE DWG NO. 12H S003R BLDG 6 k1wol"i ',°�� I v w _I EJ72 00 m J� II II N �V All QF_U G7 X00 0° EJ7,e EJ74 N m i i a 00 IJ12 II U II II AH II J71 EJ73 z z J I I 11 N N EJ74 Z 11L2 JIL U -- --- -- --- -� AJL =_ ___ - _ = I1,-. I C �V J72 0o ao > > -.4- U „ P G01 PLJL JL JL JL__- JL I JL JL JL z L 7 , I � II I --� U J52 n E02 )E03 Cil 1 N I IIS LIJ I * 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. EJ74 I LUZ+ 8'-1" CLNG N AHU46 T w > 2bZ oCkf SSR26 (p V AHU26-2 SL 0 T AHU28-2 0 SSR46 c� F04 F�L SSL46 FO AGUS28-2T DEFLECTION / © AGUS26-3TIv�L 1/ MSL26-2 HO AGUS28-3T r 0 KTHGQ3 0 T SPECIAL CONNECTION BY OTHERS CUSTOMER: MATTAMY HOMES SUPPLIED BY A/E OF RECORD. EJ74 00 DATE: 01 /09/12 SCALE: 1/4"=1 =1 ' —0 BY: JL SUBDIVISION: LOCH LAKE w SALES: PB ADDRESS: PAGE: Approved By: Date: 2 OF 2 COUNTY: SEMINOLE DWG NO. 12H S003R BLDG 6 k1wol"i 1 UPPER ROOF _I J32 J� G7 X00 0° EJ7,e N m 00 IJ12 II AH II EJ73 11 © 11L2 JIL AJL _ = I1,-. C �V N E01 „ „ P G01 PLJL JL JL JL__- JL JL JL JL JL J[L___J L E02 )E03 Cil 1 N I IIS LIJ I * 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 C7 Z LUZ+ 8'-1" CLNG N AHU46 T w > E04 SSR26 (p V AHU26-2 SL 0 T AHU28-2 0 SSR46 c� F04 0 4'9" s/1213'9"14 "I 20'11"8 lid TPTH06E ELEV 'A' WALE LEGEND 9'-4" A.F.F 13'-0" A.F.F 18'-10" A.F.F OREM 19'-10" A.F.F 4'5"2 20' 8'-1" CLNG DETAIL AT FIRE RATED PANEL , 2- 3 d— tl 5» FLOOR STUB 2 3/4" FROM EXT. BLOCK WALL ig 1100 I&I rld 13'0"8 / K04 K05 N 8'-1" CLNG CV 20' TP TH 0 2 ELEV 'A' 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. I I D012 PLY II c I I D02 I I 19'10"8 I I CV D03 II � I I CV --- I D04 N N D05 J w N Cil 1 8'-1" CLNG D06 N N r y w LIJ CV 12'3"8 ' 13,2"8 7' 6/12 20'111"8 TPTH05E ELEV 'B' 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 0 Cr Im - EAGLE TRUSS, TEL: (2,39) 226-1100 FAX: (2,39) 226-1102 2800 HUNTER STREET FORT MYERS, FL. 33916 FLOOR END DETAIL 1" SIN 2 HOLD BACK I`r7 2x4 RIBBON BY OTHERS 4x2 FLRS M %4:4 1'-4" DEEP FLOORS TOP @ 9'-4" " BTM @ 10'-8" APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 20 NOM. 612 TRUSS END DETAIL I �d �- 7a 62 7 Z Z. l2- W-3 S. NVQ m r S,74,c ori 01811111111 ®®, 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 DESIGN CRITERIA: ASCE 7/05 AHU26 34 AHU46 T AHU28 ERi SSR26 © AHU26-2 SL SSL26 T AHU28-2 0 SSR46 ED AGUS26-2T F�L SSL46 FO AGUS28-2T DEFLECTION / © AGUS26-3TIv�L 1/ MSL26-2 HO AGUS28-3T KTHGQ2 0 KTHGQ3 0 T SPECIAL CONNECTION BY OTHERS CUSTOMER: MATTAMY HOMES SUPPLIED BY A/E OF RECORD. DATE: 01 /09/12 SCALE: 1/4"=1 =1 ' —0 BY: JL SUBDIVISION: LOCH LAKE SALES: PB ADDRESS: PAGE: Approved By: Date: 2 OF 2 COUNTY: SEMINOLE DWG NO. 12H S003R BLDG 6 k1wol"i 1 UPPER ROOF 4'5"2 20' 8'-1" CLNG DETAIL AT FIRE RATED PANEL , 2- 3 d— tl 5» FLOOR STUB 2 3/4" FROM EXT. BLOCK WALL ig 1100 I&I rld 13'0"8 / K04 K05 N 8'-1" CLNG CV 20' TP TH 0 2 ELEV 'A' 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. I I D012 PLY II c I I D02 I I 19'10"8 I I CV D03 II � I I CV --- I D04 N N D05 J w N Cil 1 8'-1" CLNG D06 N N r y w LIJ CV 12'3"8 ' 13,2"8 7' 6/12 20'111"8 TPTH05E ELEV 'B' 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 0 Cr Im - EAGLE TRUSS, TEL: (2,39) 226-1100 FAX: (2,39) 226-1102 2800 HUNTER STREET FORT MYERS, FL. 33916 FLOOR END DETAIL 1" SIN 2 HOLD BACK I`r7 2x4 RIBBON BY OTHERS 4x2 FLRS M %4:4 1'-4" DEEP FLOORS TOP @ 9'-4" " BTM @ 10'-8" APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 20 NOM. 612 TRUSS END DETAIL I �d �- 7a 62 7 Z Z. l2- W-3 S. NVQ m r S,74,c ori 01811111111 ®®, 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 DESIGN CRITERIA: ASCE 7/05 AHU26 34 AHU46 T AHU28 ERi SSR26 © AHU26-2 SL SSL26 T AHU28-2 0 SSR46 ED AGUS26-2T F�L SSL46 FO AGUS28-2T DEFLECTION MSR26-2 © AGUS26-3TIv�L MSL26-2 HO AGUS28-3T KTHGQ2 0 KTHGQ3 0 T SPECIAL CONNECTION BY OTHERS WIND SPEED: 120 MPH TYPE: MWFRS JAN 10 2012 DESIGN CRITERIA: ASCE 7/05 CATEGORY: 2 EXPOSURE: B SHOP DRAWING APPROVAL_ ROOF LOADS FLOOR LOADS TCLL: 20 TCLL: 40 THIS DRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. APPROVAL OF THIS LAYOUT IS NECESSARY TCDL: 10 BCLL: 0 N �+T BCDL: 10 TOTAL: 40 ALLOWABLE1.25 INCREASE TCDL: BCLL: BCDL: TOTAL: ALLOWABLE INCREASE 10 0 5 55 1.00 BEFORE ANY WORK CAN BE DONE. PLEASE DEFLECTION 360/240 DEFLECTION 360.124Q VERIFY AND/OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHIMNEY, REV. REV: CUPOLA LOADS AND CONNECTIONS SHALL BE REV-. CUSTOMER: MATTAMY HOMES SUPPLIED BY A/E OF RECORD. DATE: 01 /09/12 SCALE: 1/4"=1 =1 ' —0 BY: JL SUBDIVISION: LOCH LAKE SALES: PB ADDRESS: PAGE: Approved By: Date: 2 OF 2 COUNTY: SEMINOLE DWG NO. 12H S003R BLDG 6 I LOTS: 1 UPPER ROOF