Loading...
HomeMy WebLinkAboutROOF PLANA J2 �� ■� Ili ���►/I��11�1�11111 I�I�I� 1�11�111�1�1�11 I�I�I�II cq to V to J2 L2G Lt L1 J1 J3 J5 A6GL A` A° AA A3 A2 Al A3 A4 A5 A6 A7 Cl J2 1 H r M l I O m< APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 2x4 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 8E-811 �z �5 5 I 5�`� M BRG. ALL CEILINGS ARE FLAT AT BEARING HEIGHT I TYPICAL TRUSS END DETAIL HANGERS TO BE USED (Simpson) or (Usp) ® HUS26 ® HUS26 © HGUS26-2 © THDH26-2 EQ HGUS26-3 (E) THDH26-3 NOTE: Q Q RT16A Q CONNECTION BY BUILDER YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. SC �� St L"do rt'1r(16+. REVIEWED ❑ REVIEWED AS NOTED REVISE&RESUBMIT ❑ REJECTED RESUBMIT ❑ NOT REVIEWED ❑ FOR YOUR INFORMATION Submittals ass reviewed for conformance with design intent and general tompillsce with the Contract Documents only. Notations Do Not Avthonze Changes to Contract Sun: Reviews, Comments sad/or corrections does not relieve We Contractor from compliance with the Contract Documents n;e Contractor is responsible for confirming and correiatmg a•I quantities, dimensions, tolerances, clearances faoncal:un rocosses, techniques and sequences of construchun. LOnnifilifity Of materials and materials coordination of Ines, York will at1Nr trades and subcontractors perlormanLe o: York is a We aid satisfactory manner for full compliance well foeldpdomlwm ROOF PLAN SCALE: 3/16 = V—O" ELEVAIuIN "B" ¢wcvcu c GROUP 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 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. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requiremeHt. Engineered drawings supersede labeling of trusses. It is The responsibility of the builder to utilize engineered drawings when erecting trusses. ERECTION BRACING IS NOT THE RESPONSBRTTY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINGING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS SEE 'RCS-81 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING a: BRACING METAL PLATE CONNECTED WOOD TRUSSES- (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO Tilt TOP CHORDS; THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION 70 PREVENT DAMAGE TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. E"t TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE C CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO Zs HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. 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 find Load Duration Factor : 1.60 Mean Roof Height 15 f . &Ian M BlmMv Struct End C6051 2590 N. KINGS HIGHWAY FT. PIERCE. F. 34951 (7721 484-41eo Trusses shown on this layout ore a component part 5 of the building and show truss location. Proper erection, temporary and permanent bracing design d�SOUTxExiv TRUSS (772) 464 are the responsibility of the building designer or his engineer. Lateral bracing shown on the individual truss drawings INC must be placed during the erection procedure. 2590 N. Kings Highwoy Fort PlgPce, FL 34951 .. .,., 1 1 e CUSTOMER: Plan — aATE: '-0" 6/5/2017 J Dev. B i NB NUMBER: 452-B w • s: • K " •