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HomeMy WebLinkAbout2289 Brookridge TrlR�CEI ED AUG 14 �Ji2 CITY OF SANFORD .. �� BY, _ ®� BUILDING & FIRE PREVENTION RERMIT APPLICATION Application No: a a o Documented Construction Value: • Job Address: Historic District: Yes ❑ No ❑ Parcel H): w__� 0000-0 970 Zoning: Description of Work: -MWM ROME u1411 Plan Review Contact Person: baphhe, CIO Ck. Title: Phone: ,101— ISI -6140 Fag: 4D 1- qoS -S13(P E-mail:do►tihn¢ctdrk inc�c�! • rc�f.co� Property Owner Information Name 4h 11k) eaftcau Phone: Street: PAAResident of property?: P%A City, State Zip: W% n lr pac fL 32"1$9 Contractor Information Name NYVLAA4 r1LA Phone: 461- 2S_1 _Vuo Street: Uoo Pa(L AuLlue RSclkth .'1206 Fag: 40 —ckd- S13fo W1 City, State Zip: 1A)L57 WQ& R. 32 6 State License No.: cq, 1512500 Architect/Engineer Information Name: W ILLI N K MM Phone: 0-1 " D4 i A V1 b Fax: E-mail: Bonding Company: MIA- Mortgage Lender: Address: %i 102, % =121 ifQGA6 Address: ���� mss• � e /��� � � � PERMIT INFORMATION Building Permit `� • Square Footage: / ' IAIJ'� Construction Type: No. of Stories: 2 No. of Dwelling Units: Flood Zone: Electrical ❑ Plumbing ❑ New Service —No. of AMPS: ISO _ New Construction - No. of Fixtures: Mechanical ❑ (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads: •3l 110 1*7 3 o a�'' 19• �� � 5`�'� F Rn - V' J BLDG 17 - ROOF X, V a W W 0 c5 0 "f TPTH05E TPTH02 TPTH01 TPTH03 TPTH02 TPTH05E ELEV-A ELEV-B ELEV-A (REV) ELEV-A ELEV-A (REV) ELEV-B DETAIL AT FIRE RATED PANEL. 25„ - 5$) T` 5» 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 trusts 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 N �0 Z Q N EAGLE TRUSS L7�j �� F-2!ii TEL: (239) 226-11.00 FAX: (239) 226-1102 2800 HUNTER STREET FORT MYERS, FL. 33916 1 FLOOR END DETAIL -- 4x2 FLRS /.2-e�-2v /1 2,Ld 7 )/2 AHU46 © AHU28 y HOLD BACK SSR26 _ © AHU26-2 Q SSL26 BRIBBY RS AHU28-2 _R _ SSR46 E� AGUS26-2T SSL46 _ O AGUS28-2T_ 1'-4" DEEP FLOORS © i• TOP @ 9)-4)) HO '- BTM @ 10'-8" WAIL LEGEND 9'-4" A.F.F 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. 12Cn 6 Ld cr_ Q 1'-0" TRUSS END DETAIL HANGER LEGEND • ALL 2x HANGERS SHOWN ARE ITW AHU26 UNLESS NOTED OTHERWISE. • ALL 4x SYS42 HANGERS SHOWN ARE MU46 UNLESS NOTED OTHERWISE. • TRUSS INSTALLER IS RESPONSIBLE FOR INSTALLING SPECIFIED HANGER FOR TRUSS TO TRUSS CONNECTIONS PER MANUFACTURER SPECIFICATIONS. ITW HANGERS UNLESS NOTED OTHERWISE /.2-e�-2v /1 2,Ld 7 AHU26 46 AHU46 © AHU28 y SSR26 _ © AHU26-2 Q SSL26 D� AHU28-2 _R _ SSR46 E� AGUS26-2T SSL46 _ O AGUS28-2T_ Iu�R MSR26-2 © AGUS26-3T , o i 4 .,fir p I c. MSL26-2 HO AGUS28-3T _ Q KTHGQ2 _ 0 _ 13 KTHGQ3 0 140 MPH TYPE: MWFRS ® BOYNONEC RSN IG t 42-e 20 (f 1.2....Z6Gr%t- ,S"� /.2-e�-2v /1 2,Ld 7 Y EM E& 5473 o i 4 .,fir p I c. 1,114ntutoe+�`` JUL 2 5 2012 WIND SPEED: 140 MPH TYPE: MWFRS DESIGN CRITERIA: ASCE 7/10 RISK CAT: 2 EXPOSURE: B SHOP D R A WI N O APPROVAL ROOF LOADS FLOOR LOADS TCLL: 20 TCLL: 40 TCDL: 10 TCDL: 10 THIS DRAWING IS THE SOLE SOURCE FOR BCLL: 0 BCDL: BCLL: 0 BCDL: FABRICATION OF TRUSSES AND VOIDS ALL 10 40 5TOTAL: TOTAL: 55 PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. ALLOWABLE 125 ALLOWABLE 100 APPROVAL OF THIS LAYOUT IS NECESSARY INCREASE INCREASE BEFORE ANY WORK CAN BE DONE, PLEASE DEFLECTION 3601/240 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 kALE: 3/16 11=V-011 BY: JL SUBDIVISION: LOCH LAKE SALES: PB ADDRESS: PAGE: 2 OF 2 COUNTY. SEMINOLE Approved By: Date: BLDG I LOTS: DWG NO. 171 UPPER ROOF 1 2HS1 52R