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3002 - 3026 Victoria Glen Dr (irrig system)03/15/2013 FRI 14:39 FAX QuaLlity By Deign 701-1 tz { _e 1 S 0001/003 No) (Ogg - 1515a It 5I5- A CITY OF SANFORD BUIL DING & FIRE PREVENTION PERMIT APPLICATION Application No. ;..,,. Documented Construction Value: $ fob Address: ( ((2;j y,' eco ,I , Historic District. Yes ❑ No Parcel ID: —_`- - aUL — p� 4" Zoning: Description of Work: Plan Review Contact Persorq; r Title: fir ]Q. i� Phone' JE -snail: " - _ Ca Property Owner Information Name - Phone: Sk street. t4 Resident of property? : City, State Zip: �r iii F r Nance Street: City, SI irmatlon It 40110ae: !:: �' -'W--"" Fax: Lz:: I G e� A State License No,: Arch HOWE ng I neer Information Name: Phone: Street: Fax: City$ St, zip: E-mail.• Bonding Company: Mortgage )Lender: Address: Address: PERMIT INFORMATION Building permit L7 Square lFootago: Construction Type: I` No. of Stories: No. of Dwelling units: Flood Zone: - Electrical d Plumbing Now Service —No. of AMPS: New Construction - No. of Ii ixtures: Mechanical d (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of Beads: ----• p 6 _I.M10+1M, T r 14'3"8 8'8"8 v 10'8"8 13'2" -5"r_ " V5. ELEV 'At1" " 515, " :' " 8'9"'71) 00 � _ 81" 13,1.8 y 5,1.1310 » 4'5" 4'9 TPTH03E ELEV 'A' 20' TPTH02 ELEV 'A' TPTH03 TPTH02 1 TPTH03 1 TPTH06E ELEV 'B' (REV) ELEV 'B' (REV) ELEV 'D' (REV) ELEV 'A' (REV) DETAIL AT FIRE RATED PANEL 23>, i 's liltti� FUB 'ROM �K WALL DETAIL AT PARTITION WALL IJ 211 GA 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 EAGLE TRUSS I 1 11 TEL: (239) 226-1100 FAX: (239) 226-1102 2800 HUNTER STREET FORT MYERS, FL. 33916 NOTICE Field Bracing is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting trusses are cputloned to seek erofessional 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 directil 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. I See Engineering for connections, nailing schedules, etc. I 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 CONNEC71ONS PER MANUFACTURER SPECIFICATIONS. ITW HANGERS UNLESS NOTED OTHERWISE AHU26 52 AHU46 © AHU28 IR SSR26 AHU26-2 _ SL SSL26 DJ AHU28-2 _ �R SSR46 EO AGUS26-2T 2 TCLL: 20 SSL46 FO AGUS28-2T_ Iv�R MSR26-2 © AGUS26-3T _ 0 MSL26-2 HO AGUS28-3T _ TOTAL: 40 KTHGQ2 O PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. 0 KTHGQ3 0 APPROVAL OF THIS LAYOUT IS NECESSARY ® SPECIAL CONNECTION Y OTHERS WAIT LEGEND 9'-4"A.F.F [_ 10'-0" A.F.F 18'-10" A.F.F 19'-10" A.F.F DATE: 08/10/12 SCALE: 3/16"=1 141 BY JL SUBDIVISION: LAKE LOCH SALES: PB ADDRESS: PAGE: COUNTY: SEMINOLE 1 OF 2 Approved By: Date: BLDG LOTS: DWG N0. 13 ROOF 12HS172R WIND SPEED: 140 MPH TYPE: MWFRS DESIGN CRITERIA: ASCE 7/10 RISK CAT: 2 EXPOSURE: B SHOP DRAWING APPROVAL- ROOF LOADS FLOOR LOADS TCLL: 20 TCLL: 40 TCDL: 10 TCDL: 10 THIS DRAWING IS THE SOLE SOURCE FOR BCLL: 0 ;°d,T BCDL: 10 BCLL: 0 BCDL: 5 FABRICATION OF TRUSSES AND VOIDS ALL TOTAL: 40 TOTAL: 55 PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. ALLOWABLE 1,25 ALLOWABLE 1.00 APPROVAL OF THIS LAYOUT IS NECESSARY INCREASE INCREASE BEFORE ANY WORK CAN BE DONE. PLEASE DEFLECTION 360,1240 DEFLECTION 360/24.0 VERIFY ANb/OR INDICATE TRUSS PLACEMENT, REV: DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHIMNEY, REV. - CUPOLA LOADS AND CONNECTIONS SHALL BE REV: SUPPLIED BY A/E OF RECORD. CUSTOMER: MATTAMY HOMES DATE: 08/10/12 SCALE: 3/16"=1 141 BY JL SUBDIVISION: LAKE LOCH SALES: PB ADDRESS: PAGE: COUNTY: SEMINOLE 1 OF 2 Approved By: Date: BLDG LOTS: DWG N0. 13 ROOF 12HS172R