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HomeMy WebLinkAbout2273 Brookridge Trl- F2: rEIVAHrt, 14 2M2 JED _ -D CITY OF SANFORD BUILDING & FIRE PREVENTION - - --- PE , MIT APPLICATION la aao� Application No: Documented Construction Value: -- • Job Address: 22:7-3 Btr&nWie, Taj/ Historic District: Yes ❑ No Parcel ID: f10 f?j �3:3A �� dG � 4�3a Zoning: Description of Work: Plan Review Contact Phone: b — 2-SI—I Property Owner Information Name VY1 llk) Fatbytwip Phone: Street: Resident of property? City, State zip: WMAIr pa(IG FL 321$9 Contractor Information Name 1� f 1 c" Phone: Ut," 2S i -M6� Sheet: l,40o Pa(k. vu)* MC c�3 kth Fag: UO—qC S" 5134 P City, State Zip: WkAtLr Pak R'b'2'7Azf State License No.: CqG 15! 2500 Architect/Engineer Information Name: WILLI N M P.i EV4 Phone: .WI- M All Street: 217- G Wi MWE X.-INAUDDIV Fag: E-mail: Bonding Company: MI Mortgage Lender: MI& Address: 9 i (a-) /4,3 9.z = 11r'-' AZav0 P\Address: � 1 PERMIT INFORMATION Building Permit `9 4onstruction Square Footage: Type: No. of Dwelling Units: Flood Zone: Electrical ❑ New Service — No. of AMPS: Mechanical ❑ (Duct layout required for new systems) Lv r /3 �3 Contact: DAPHNE CLARK (407) 257-6940 daphneclarkinc@cfl.rr.com No. of Stories: 2 Plumbing ❑ New Construction - No. of Fixtures: W! Fire Sprinkler/Alarm ❑ No. of heads: 1 w �1 3� b c, E LC E . BLDG 17 - ROOF 121',1• 1O Z a 0- V) F - I n n Q F-- I\ I F) F) T A I I __._ A ., 7 F_ I Q Q —ICN a 2x4 RIBBON BY OTHERS WALE LEGEND 9'-4" A.F.F 0 13'-0" A.F.F 18-10" A.F.F 19'-10" A.F.F 1" HOLD BACK �t- 1'-4" DEEP FLOORS R•� TOP @ 9)-4)) '~ BTM @ 10'-8" APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2x4 NOM. 10 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. 0 TRUSS INSTALLER IS RESPONSIBLE FOR INSTALLING SPECIFIED HANGER FOR TRUSS TO TRUSS CONNECTIONS PER MANUFACTURER SPECIFICATIONS. ITW HANGERS UNLESS NOTED OTHERWISE AHU26 46 AHU46 ® AHU28 _ SSR26 © AHU26-2 — SSL26 DO AHU28-2 _R SSR46 AGUS26-2T SSL46 O AGUS28-2T _ Q MSR26-2 © AGUS26-3T _ MSL26-2 HO I AGUS28-3T _ `CJ KTHGQ2 _ O _ Q KTHGQ3 O _ ® NNEC ION jOOTHERS TPTH05E TPTH02 TPTH01 TPTH03 TPTH02 TPTH05E RWA. ELEV-A ELEV-B ELEV-A (REV) ELEV-A ELEV-A (REV) ELEV-B Id -e,) -2v eo ��?� aY vf� '��dy�0!►11i4111iiiis �✓I I( EM EIV, ' 5473 o 4 w TONAL JUL 2 5 2012 DETAIL AT FIRE RATED PANEL WIND SPEED: 140 MPH TYPE: MWFRS 2- 5" DESIGN CRITERIA: ASCE 7/10 RISK CAT: 2 EXPOSURE: B NOTE: Labeling trusses is a service, not a requirement. SH OP DRAWING APPROVAL NOTICE Engineered drawings supercede labeling of trusses. It is EAGLE ROOF LOADS FLOOR LOADS the responsibility of the builder to utilize engineered INDUSTRIAL TCLL: _ 20 TCLL: 40 drawings when erecting trusses. SYSTEMS TCDL: 10 TCDL: 10 L Field Bracing is not the responsibility of the truss � g LC BCLL: O I acLL BCLL: 0 fabricator, truss designer, nor plate manufacturer. Persons THIS DRAWING IS THE SOLE SOURCE FOR BCDL: 10 - BCDL: 5 erecting trusses are cautioned to seek professional Girder trUS1S to girder truss connections which exceed FABRICATION OF TRUSSES AND VOIDS ALL TOTAL: 40 TOTAL: 55 5" advice regarding erection bracing which is always required the capacity of a standard hanger or truss to wall �� �� PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. ALLOWABLE 1.25 ALLOWABLE 1.00 to prevent toppling and dominoing during erection, and connections are the responsibility of the builder. APPROVAL OF THIS LAYOUT IS NECESSARY INCREASE '"cRE"sE 51) permanent bracing which may be required in specific BEFORE ANY WORK CAN BE DONE, PLEASE DEFLECTION DEFLECTION ___MZ240 applications. Trusses shall be erected and fastened in a EAGLE TRUSS VERIFY AND/OR IINDICATE TRUSS PLACEMENT, REV - straight and plumb position. When no sheathing is applied GENERAL, NOTES DIRECTIONS, DIMENSIONS BEARING CONDITIOS REV` directl to the to chords, the shall be braced at 24" o.c. 1. TRUSSES SPACED 24 ON CENTER U.O.N.REV: . Y P Y PITCHES, SHAPES, OVERHANGS. CHIMNEY, FLOOR STUB max. Where no rigid ceiling is applied directly to the 2. ALL 'S HA BEAM & COLUMN ILDE MOUNTED CUPOLA LOADS AND CONNECTIONS SHALL BE REV: „ bottom chords, they shall be braced at 6'-0" o.c. max. TRUS'S HANGERS BY BUILDER ��''..-1_J 3. SOME DOWN FRAMING BY BUILDER. SUPPLIED BY A/E OF RECORD. CUSTOMER: 2 3/4 FROM Trusses shall be handled with reasonable care during 4. SOME VALLEY FRAMING BY BUILDER. TEL: (239)226 1100 MATTAMY HOMES erection to prevent excessive damage ar personal Injury. EXT. BLOCK VII A L L 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0'-0" FAX: (239) 226-1102 DATE: 07/24/12 SCALE: 3/16 lt=V_0" BY: JL NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY SUBDIVISION: LOCH LAKE. SALES: PB See Engineering for connections, nailing schedules, etc. ALTERATION OF TRUSSES PROVIDED BY US. 2800 HUNTER STREET ADDRESS: F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY FORT MYERS, FL. 33916 PAGE: TRUSS CUT OR ALTERED WITHOUT PRIOR COUNTY: SEMINOLE 2 OF 2 WRITTEN AUTHORIZATION Approved By: Date: BLDG I LOTS: DWG NO. 17 1 UPPER ROOF 1 2H S1 52R