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HomeMy WebLinkAboutTYPICAL TRUSS END DETAILJ1 J3 J5 Bt 82 B3 B4G J4 J2 APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 20 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 8,-8 S �Iaa� 5 ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or (Usp) (A)HUS26 QA HUS26 © HGUS26-2 © THDH26-2 EQ HGUS26-3 EQ THDH26-3 QD Q RT16A (D CONNECTION BY BUILDER SCANNED BY St. Lucia county �AEVIEWED ❑ REVIEWED AS NOTED ❑ REVISE & RESUBMIT ❑ REJECTED/ RESUBMIT ❑ NOT REVIEWED 0 FOR YOUR IWORMATION Submittals are reviewed for cenformsece with design intent and general compliance with the Contract Documents only. Notations Do Not Authorize Changes to Contract Sum. Reviews, Comments and/or comet 1503 does not relieve the Contractor from compliance with the Contract Documents, The Contractor is responsible for confirming end correlating all quantities, dimensions, tolerances, clearances, fabrication processes, techniques and sequences of construction, compatibility of materials and materials coordination of hair work with other trades and suhcoatractors, porlefilialete at work in a safe and satisfactory manner end to I please with the Con"I BMUMM A. B. OES P : ' ;a 8 BRG. TYPICAL TRUSS END DETAIL NOTE: 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 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. CInNEO TI TILE 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 requirement. Engineered drawings supercede labeling of trusses. It is the responflbility 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 PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED To PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE 'SCSI-BI Summary Sheet COMMENTARY and CONNECTED WOOD TRUSSES' (71). TRUSSES ARE TO BE ERECTED ANDOMMENATIONS far HANDLING, INSTALLING &NFASTENEDMETALPLATE N A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY SHALL BE BRACED AS SPEQHED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. E .4 TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL 7 REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO I%f HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWTRS(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 f . Brian M meaMv Struel Eno C6051 2590 N. KINGS HIGHWAY FT. PIERCE. F. 34951 (772) 4W4160 Trusses shown on this layout are a component part 5 of the building and show truss location. Proper erection, temporary and permanent bracing design SON TRUSS (772) 464-4160 are the responsibility of the building designer or his engineer. Lateral bracing shown on the individual truss drawings CONFJ��a INC. must be placed during the erection procedure. � 2590 N. Kings Highway Fort Pierce, FL 34951 F. un . n v o CUSTOMER: ULR. DESCRIPTION: 42 Oakland Lake Circle Plan — 1452 El ev, A SCALE:I DAZE: wa BY.- W"NO NUMBrj O Oakland Lake 3/is"=l'-0" 5/22/2017 dhc 1452—A 4 • • x • k • L , • a • • 4 .a