Loading...
HomeMy WebLinkAbout2281 Brookridge Trl6N01 AUG 14 2012 Of SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: • `� �a'� Documented Construction Value: / • Job Address: k1 IRIAG1L 17�� 714t-1Historic District: Yes ❑ X0%2/ Parcel ID: Zoning: 11 Description of Work: _Mwf� K2 fume Plan Review Contact Person: 1�tgma. C1QCk.. Title: iPhone: 1x01- ISI -'6140 Fax:1.401 ^ g0S-%T66 E-mail:C�QDh�1¢Cldr% �nc.(�C��•tcr.co� I • Property Owner Information ;Name Alattaft1l i 1W Phone: Street:Resident of property? : NW City, state zip: WtY1kr Po0c FL ,32_1$9 Contractor Information Name j(Phone: 401— 2S1 _Ml) Street: I Uoo ka&,, nn,w� Avenue S5�Mn Fag: l�D-1—aOS-S13b City, State Zip: Il kwbLr Ow {L R 'n State License No.: Gqc' Is 12500 Architect/Engineer Information Name: W ILLI AM M RWEV4 Phone: 101 68l 1q 0 Street: M. S :. OLiE , i lrilL Fax: E-mail: Bonding Company: Mortgage Lender: k)ib Address: .16_�_ is /U3 %2 ?Z Address: 00"d'•10_ s� _ 37eid Aid 4jj 76Z, a -r `/ PERMIT INFORMATION Building Permit `� ` Square Footage: 291 -�� Construction Type: No. of Dwelling Units: Flood Zone: Electrical ❑ New Service — No. of AMPS: I so Mechanical ❑ (Duct layout required for new systems) (Dt.US No. of Stories: 2 Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: BLDG 17 - ROOF I v v W W W V V -11 TPTH05E TPTH02 TPTH01 TPTH03 TPTH02 TPTH05E ELEV-A ELEV B ELEV-A (REV) ELEV-A ELEV-A (REV) ELEV-B j DETAIL AT FIRE RATED PANEL 23» 5„ Qom_ -- B_ FLOOR STUB 2 3/4" FROM EXT. BLOCK 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 2e 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 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 EAGLE TRUSS TEL: (239) 226-1100 FAX: (2,39) 226-1102 2800 HUNTER STREET FORT MYERS, FL. 33916 F_ I OnD CNIn r,r-TAII A.,n r -I nC' , 2x4 RIBBON BY OTHERS WALL LEGEND 9'-4" A.F.F 13'-0" A.F.F 18'-10" A.F.F 19'-10" A.F.F )/2" HOLD BACK 1'-4 DEEP FLOORS TOP @ 9'-4" BTM @ 10'-8" APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2x4 NOM. 17 U) _W ry 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 12-2 7 AHU26 46 AHU46 _ ® AHU28 _ 0 SSR26 _ © AHU26-2 — Q SSL26 ® AHU28-2 — `.YEMIEjV/c�.,,'P SSR46 AGUS26-2T 1 SSL46 _ O AGUS28-2T _ 'C'J MSR26-2 © AGUS26-3T _L o MSL26-2 _ HO AGUS28-3T — KTHGQ2 _ 0 _ KTHGQ3 — O _ 10EC Rosh COUNTY. SEMINOLE 2 OF 2 Approved By: Date: BLDG LOTS: DWG NO. 17 UPPER ROOF 1 2H Sl52R 1v7-e22U let 12-2 7 PERM IT # 2of 'a"; 4 µ }f a a,V 4 %k"k1kolli4istil of S `.YEMIEjV/c�.,,'P ' 5473 .. o N' JA 1111111 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: TCDL: 10 THIS DRAWING IS THE SOLE SOURCE FOR �LQ BCLL: 0 __ BCDL: _ E BCLL: 0 BCDL: FABRICATION OF TRUSSES AND VOIDS ALL 10 TOTAL: 40 5 TOTAL: 55 PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. ALLOWABLE125 ALLOWABLE 1.00 APPROVAL OF THIS LAYOUT IS NECESSARY INCREASE INCREASE BEFORE ANY WORK CAN BE DONE, PLEASE DEFLECTION 3601240 .._,._]DEFLECTION 360/240 VERIFY AND/OR IADICATE 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._0» BY: JL SUBDIVISION: LOCH LAKE SALES: PB, ADDRESS: PAGE: COUNTY. SEMINOLE 2 OF 2 Approved By: Date: BLDG LOTS: DWG NO. 17 UPPER ROOF 1 2H Sl52R