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HomeMy WebLinkAbout2285 Brookridge TrlI � .... � �E nr �u, nnN�mF1G nil . r Nor a �II�N Inn+t"a ' .Pll� I► � ��lh� N"' I 1 I I I III 1 I It r AUG 14 2012 _L3Y CITY OF SANFORD BUILDING & FIRE PREVENTION PE MIT APPLICATION Application No. Documented Construction Value: Job Address: _/12 5 6440k17•Gt �K Aad Historic District: Yes El. . N Parcel 1D:_ `O QG — 30 — r 0000— 0 06 0 Zoning: Description of Work: Mwf1 ftKF_ T' UNI Plan Review Contact Person: ba htnaZ CIACIC. Title: Phone: 40" 291"64Fax: 461 ^ qOs -S136 E-mail:dQDhn¢Cld& inc o� O 1Y.0004 Property Owner Information Name &ttaM ( Phone: Street: Resident of property? : NW City, State Zip: I MAC P000 F. 32.x$9 Contractor Information Name 1IV11 f ► N UP Phone: (461— 2S1 'Vuo Street: _U00 Pa(L Autnue Fag: 40—a0S S13L City, State Zip: int kAkf Irak FL WaAfl State License No.: CCi, 1512.00 Architect/Engineer Information i't lily ► �:'_ _ 1 Phone:. ho -1 681— A V1 Fag: E-mail: Bonding Company: MW Mortgage Lender: 131h Address: 1(14Zo AU, 9,) = la"1,927,,.2 Address: `/ PERMIT INFORMATION Building Permit 0 / o Square Footage: / ! 1 No. of Dwelling Units: Electrical ❑ New Service — No. of AMPS: 1.50 Construction Type: Flood Zone: Mechanical ❑ (Duct layout required for new systems) No. of Stories: 2 Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: 38 � %6 ,;, z ZI BLDG 17 - ROOF TPTH 05E TPTH 02 TPTH 01 TPTH03 TPTH02 TPTH05E ELEV-A ELEV-B ELEV-A (REV) ELEV-A ELEV-A (REV) ELEV-B DETAIL AT FIRE RATED PANEL 23» I UB "ROM �r_'I`K WALL 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 connection!s are the responsibility of the builder. GENERAL NOTES 1. TRUSSES SPACED 24" ON CENTER, U.O.N. 2. ALL WALL, BEAM & COLUMN MOUNTED TRUS''S 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 10N EAGLE TRUSS TEL: (2,39) 226-1100 FAX: (239) 226-1102 2800 HUNTER STREET FORT MYERS, FL. 33916 Z a FLOOR END DETAIL - 4x2 FLRS )/2 HOLD BACK 2x4 RIBBON d` BY OTHERS 1'-4 DEEP FLOORS TOP @ 9'-4" '~ BTM @ 101_81I WALL LEGEND ! 9'-4" A.F.F 0 13'-0" A.F.F 18'-10" A.F.F 19'-10" A.F.F APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2x4 NOM. 6 ji LLi E Q TRUSS END DETAIL 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 12 Z ,id 7 AHU26 46 AHU46 © AHU28 — SQR SSR26 _ C� AHU26-2 — Q SSL26 DU AHU28-2 — QR SSR46 _— O AGUS26-2T 1 SSL46 _ O AGUS28-2T — iQR MSR26-2 Q AGUS26-3T _ � ` MSL26-2 _ HO AGUS28-3T — ©2 KTHGQ2 _ 0 — IQ3 KTHGQ3 O _ ® �W H�TI SN > fv2-b2.20 1.2 —,? 0CG,f 12 Z ,id 7 YEMENI y. ', 5473 o � ` ul JUL 2 5 2012 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 BCDL: I ECtL BCLL: 0 BCDL: FABRICATION OF TRUSSES AND VOIDS ALL 10 TOTAL: 5TOTAL:55 PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. ALLOWMLE j z5 AALLO 1 00 APPROVAL OF THIS LAYOUT IS NECESSARY INCREASE INCREASE BEFORE ANY WORK CAN BE DONE, PLEASE DEFLECTION :60/240 DEFLECTION 360/240 VERIFY AND/OR IINDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, REV: PITCHES, SHAPES, OVERHANGS. CHIMNEY, REV: CUPOLA LOADS AND CONNECTIONS SHALL BE REV: SUPPLIED BY A/E OF RECORD. CUSTOMER: MATTAMY HOMES DATE: 07/24/12 SCALE: 3/16"=1 I—Olp BY. JL SUBDIVISION: LOCH LAKE SALES: PB: ADDRESS: PAGE: 2 0 2 COUNrr: SEMINOLE Approved By: Date: BLDG LOTS: DWG NO. 17 UPPER ROOF 12HS152R