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HomeMy WebLinkAboutROOF PLANJ2 J4 J6 At IG A70 A6 A5 A3 A2 Al At Al A7 A7 Al A2 A3 A4 A5 A7 A8 A9G K4 K5G J6 J4 J2 N N 4 0a0 a0 CO ro W oo a0 W W a0 W 0a W a0 n) .+ N it 11 N r t N N A 2' 21 2• n N m � ro I J4A � p✓' J2°' a h I R J2 J4 J6 J6 J4 J2 APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 2x4 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT E::7= 8F-8,r ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or (Usp) QA HUS26 CO HUS26 © HGUS26-2 Q THDH26-2 QE HGUS26-3 EQ THDH26-3 5 M TYPICAL TRUSS END DETAIL O O RT16A I I NOTE: © CONNECTION BY BUILDER J YOUR SIGNATURE WILL ACKNOWLEDGE: P REVIEWED ❑ REVIEWED AS NOTED ❑ REVISE & RESUBMIT ❑ REJECTED / RESUBMIT ❑ NOT REVIEWED ❑ FOR YOUR INFORMATION Submittals are reviewed for conformance with design intent led general compliance with the Contract Documents only, Notatiees Do Not Authorize Changes to Contract Sum. Reviews, Comments and/or corrections does not relieve the Contractor from compliance with the Contract Documents, The Contractor is responsible for confirming and correlating all (luastitto$, dimensions, tolerances, clearances, fabrication processes, techniques and sequences of construction, compatibility of materials and materials coordination of their work with other trades and subcoalre ors, performance of work in a safe and satisfactory ma ' ad for full compliance with the Combo gments. is RIMEWED BY A. SIGN GROUP 1) AUTHORIZATION FOR FABRICATION. 2)..VERIEIGATION._OF-ALL DIMENSIONS,. CMDITIONS,_ ..... 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. czinmrn 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 requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONSHAUTY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED To SM PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPUCATIONS. SEE 'SCSI-B1 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTAWNG & BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE No SHEATHING IS APPUED DIRECTLY TO THE TOP CHORDS; THEY SHALL BE BRACED AS SPECIFIED 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 TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL I-� REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO F—R HANGER IS SUPPLIED. f, CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. %e� MMS(low—rise)/C—C hybrid Wind ASCE 7-10 , Exposure Category : C Bldg Category : 2 Wind Design Velocity :160 MPH ROOF PLAN �/ Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 15 H, SCALE: 3/16 = 1'-0" ELEVATION "A" "Ill, Bid M Mold Struct Eng 6051 2590 N. KINGS HIGHWAY FL PIERCE, FL 34951 772) 464-4160 SC �nll�U y E _ Stto PA 0,7 s Trusses shown on this layout are a component part N of the building and show truss location. S Proper erection, temporary and permanent bracing deaign r��, TRUSS (772) q64-4I60 are the responsibility of the budding designer or his engineer. Lateral bracing shown on the individual truss drawings �COMPAMM, INC" l must be placed during the erection procedure. 2590 N, Kings Highway Fort Pierce, FL 34951 JOB &_ -tso LOT. 1 ADD SUB DESCRIPTION: v 1348 Oakland Lake Circle Plan — 1722 Elev. A eCAIE: DATE: DRAWN BY: DRAWING NUMBER: Oakland Lakes 3/16"=1'—O" 6/01/2018 dR G 1722—A I w _ • er • • ra _ • • - R •