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HomeMy WebLinkAboutREVISIONOFFICE USE ONLY: SCANNED BY DATE FILED: St Lucie County REVISION FEE: 1. LOCATION/SITE ADDRESS: PERMIT # \ %n - MO!) RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION Oakland Lake Cir. (lot q ) 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CRC057817 YA W f�pUNTY CERT. #: BUSINESS NAME:NVRJ QUALIFIERS NAMEb CENT ADDRESS: 145 CITY: STATE: FE ZIP: PHONE (DAYTIME): FAX: 57 4. OWNER/BUILDER INFORMATION: NAME: NVR, INC. dba RYAN HOMES ADDRESS: CITY: STATE: ZIP: PHONE: 561-818-7950 FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: AB DESIGN GROUP INC. ADDRESS: CITY: LONGWOOD STATE: FL ZIP: 32750 PHONE (DAYTIME): 407-774-6078 FAX: 407-774-4079 Revised 07/22/2014 REVISION FILE COPY \ -� ROOF PLAN ELEVATION "0" SCALE: 3/16 = 1'-0 TRUSS BEARING HEIGHT SCHEDULE APPROVED TRUSS ANCHOR BY BUILDER 20 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 8'-8" ' S\1%1111 5 BRG. wr ALL CEILINGS ARE PLAT AT BEARING HEIGHT TYPICAL TRUSS END DETAIL • HANGERS TO BE USED (Simpson) or (USp) e: QA HUS26 Q HUS26 © HGUS26-2 © THDH26-2 (V HGUS26-3 Q THDH26-3 NOTE: 0 QD RT16A • (D CONNECTION BY BUILDER YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. -'TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "HIB-91 Summary Sheet s COMMENTARY and RECOMMENDATIONS for HANDLING, SCANNED INSTALLING & BRACING METAL PLATE CONNECTED BY WOOD TRUSSES" (TPI). St. Lucia County 4) NO BACK CHARGES OR CRANE CHARGES OF ANY �° KIND WILL BE ACCEPTED UNLESS SPECIFICALLY • AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED "I- TITLE DATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as 'noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE we 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. WARNING REVIEWED ❑ REVIEWED ASNOIXt! REVISE & RESUBMIT ❑ REJECTED/ RESkgW ❑ NOT REVIEWED ❑FOR YOUR INFt 1pWptptt ERECTION BRACING 15 NOT THE RESPONSHOUTY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADMCE REGARDING 30010* ere for ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH 4 with u e intent conformance Contract Compliance I NNetl Aut with the Contract eely. fd_e•l AUthonre Changes h9w, MAY BE REWIRED IN SPECIFIC APPLICATIONS. SEE'SCSI-81 Summary Sheet COMMENTARY and RECOMMENDATIONS far HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TPI). TRUSSES ARE TO - Contracts R�N to Contract Sum. =san-0/Or can BChOns does nW felieYi the BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION W ERE NO SHEATHING IS APPUED DIRECTLY TO THE TOP CHORDS; THEYLAM r gMpliaOCawith the Contract Documents. The SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. 1e responsible foh confirming and couelatmg all SUMO", dimensions, totarances. clearances. fabricatton TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE. 1Feie13s3, technique and sequences of construction, coalpatibility of matey aIs n.. + „Is coord[nation of their wort with • .. w TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS, other wades ana .:h r;r.nctor perlifineoci of work in a Safe and satisfactory manner for fill CoigHMes [� TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE with the Contract Documents. O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL H� REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO DATE REvlfl!!F F HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. A. S. SIGN GROUP MWFRS(low-rise)/C-C hybrid Wind ASCE 7-10 Exposure Category : C Bldg Category : 2 Wind Design Velocity ;160 MPH <- Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 15 R. rn J Brim M Seddy Stmct En 6051 2590 N. WINGS HIGHWAY FT. PIERCE, n. 34951 772 464-4160 E fiTr' s • Trusses shown on this layout are a component part ry „ 1 Fy of the building and show truss location. S SON TRUSS �772) 464-4160 are the responsibility of the building designer his engineer. IWnProper erection, temporary and permanent bracing design Lateral bracing shown on the individual Truss drawings must be during the 'AAkZCQW�s, INC. placed erection procedure. �O 2590 N. Kings Highway Fort Pierce, FL 34951 —v JOB NO:3949 CUSTOMER: e 0 RYAN® LOT: 09 BILK: DESCRIPTION: ADDRESS: 5360 Oakland Lake Circle P l a n— 18 3 3 E I e v. A, SCALE: DATE: DRAWN Or.DRAWNO NUMBEN: 3i16"=l'-O" 182018 dhC 1833—A—lDn—gl SUBDIVISION: Oakland Lake d' d '° •