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HomeMy WebLinkAboutROOF PLANI 20'-0" 11'-9" a a m m ro m m m a a o o � - c✓8Ni J2 OPT. LANAI J2 J4 C3G C2 ¢ ¢ J4 ELEVATION "A" SCALE: 3/16 = 1'-0" `�° a a a a a a N N C 1 .. J2. J4 J6 JB JB JB JB J8 J8 J8 o J6 T J8 J8 J8 J8 J8 J8 J8 JB JB J8 BIG E 2' z V16 a a 2' . 2' J2 J4 J6 J8 J8 J8 JB is J8 J8 J6 J6 J8 JB JB J8 J8 J8 J8 J 6 J4 J2 - ro 2 r i V72 a a V8 a < V4 a a a ¢ 1' T T ,1' A - J2A A D3G 12A - — - V3 V5 V7 _ i7 M C V9 A - 20 -6' 11 -10' ROOF PLAN APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 20 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 81-8N S�x09Ve 5 . Q'W BRG. �� A ALL CEILINGS ARE FLAT AT BEARING HEIGHT TYPICAL TRUSS END DETAIL HANGERS TO BE USED (Simpson) or (Usp) Q HUS26 Q HUS26 © HGUS26-2 © THDH26-2 Q HGUS26-3 E) THDH26-3 NOTE: 0 @ RT16A 0 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 PLACrMENT PLAN. 3) RECEIPT AND USE OF "HIB-91 Summory Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED — 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. 01',aS,NIM DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. BY Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility St. Lucie Cow* of the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONSIBIUTY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK REVIEWED D REVIEWED AS NOTED PROFESSIONAL ADNCE REGARDING ERECTION BRACING yMICH IS ALWAYS REWIRED TO El REVISE &RESUBMIT ❑ REJECTED; NOTE IT PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS. SEE "BCSI—B1 Summary Sheet COMMENTARY ❑ NOT REVIEWED ❑ FOR YOUR INFORMATION and RECOMMENDATIONS for HANDUNG, INSTAWNG h BRACING METAL PLATE CONNECTED Submittals are reviewed for conformance with design intent T and general compliance With the Contract Documents WOOD TRUSSES' (1Pq. TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY STALL BE BRACED AS SPECIFIED only. 1 ' Notations Do Not Authorize Changes t0 Conlra'ct Sum ON THE TRUSS DESIGN. ReviewsComments and/or corrections does not relieve the f� , ES S TRUSSES SHALL BE HANDLED Nthi REASONABLE CARE DURING ERECTION TO PREVENT Contractor from compliance with the Contract Documents The Contractor is responsible tar DAMAGE. 11c e cle antes. fabrics all quantities, dimensions tolerances, clearances. fabrication TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. , processes, teceeiaues and sequences of consilucllon, compatibility of materials and materials coordination of their E .I TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE work with trades and an e CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL ® ate a y poster ^ work in a safe and satisfactory maanur and Im full lance t If 11 e F REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO l , with the Corbett Gocumeats. �4 HANGER IS SUPPLIED. ® CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(low-rise)/C-C hybrid Wind ASCE 7-10 ED BY V A. 8. D N GROUP Exposure Category : C Bldg Category : 2 Wind Design Velocity :160 MPH Imp. Factor : 1.00 Wind Load Duration Factor : 1,60 Mean Roof Height : 15fl. Brian M Moldy SUucl Eng-J76051 2590 N. KINGS HIGHWAY FT. PIERCE, FL 34951 (772) 464-4160 ELEVATION "A" SCALE: 3/I6 = V-O" Trusses shown on this layout are a component part N of the building and show truss location. S Proper erection, temporary and permanent bracing design �SOLMW (772) 464-4160 are the responsibility of the building designer or his engineer. Lateral bracing shown on the individual truss drawings CQ�fC, must be placed during the erection procedure. 2590 N. Kings Highway Fort Pierce, FL 34951 Inn kin 7n.1n CUSTOMER: ON: Plan — 1833 Elev. A OAiE ORAWN eY: DnAW1NG NUMUM: 6/16/2017 dhc 1633—A—QI • a • - w • r