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Home My WebLink AboutROOF PLANJ2 J4 J6 J6 JS is is is is JS is J8 P1 0 Nlt`I a a a a a V7 V9 J2 J4 J2 J4 C3G i C2 cD IF, JS J8 is J8 J8 JS is J8 is is 16 J4 J2 ROOF PLAN ELEVATION "A" SCALE: 3/16 = P-0" TRUSS BEARING HEIGHT SCHEDULEAPPROVED TRUSS ANCHOR BY 2x4 MINIMUM TOP and BOTTOMBUILDER CHORDS PLUMB CUT OVERHANG _ 4 1/16" HEEL HEIGHT 8'—g„ ALL CEILINGS ARE FLAT AT BEARING IIEIGIIT HANGERS TO BE USED (Simpson) ar (Usp) (D HUS26 (D HUS26 © HGUS26-2 Q THDH26-2 HGUS26-3 Q THDH2.6-3 0 RT16A (D CONNECTION BY BUILDER ---„Ar_,.7-�._,.�,.-.,,•��',�,'=`-'mom=-.,�=- -= Y �%REVIEWEp ❑ REVIEWED AS NOTED ��jj REVISE & RESUBMIT 0 REJECTED/ RESUBMIT ❑ NOT REVIEWED ❑ FOR YOUR INFORMATION Submittals are reviewed for conformance with design intent and general compliance with Notations Do Not Authorise the Contrast Documents only. Changes to Contract Sum. Reviews, Comments and/or corrections does not relieve the CootracMr from compliance with the Contract Documents. The coetgctor is responsible for confirming and corralsting allgaontities, dimensions, tolerances, oeannces, fabrication processes, techniques and saquences of construction, compatibility of materials and materiels roar lion of their work with other tire ao/ aohcMhactor for a of once of eHNI)♦rle Work in 4 3*eleeeer a r 1 Pcomplisoce r' BY A. 8. aD S„`04 5� R :d 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 MA17E IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "IIIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK C14ARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUT11OR17ED IN VMINNG BY TRUSS PLANT MNGMT. C,Irnf�H 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 RESP014SIBlUTY 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 TOPPUNG AMD DOMINOING DURING ERECTION; AND PERMANfTrT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS.SEE 'BCS-B1 Summery Sheet COMMENTARY andRECOMMENDATIONS TRUSSES' (TP�.S far TRUSSES HANDLING. TO BE ERECTED ANDNFASTEN�PIN A CONNECTED PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO mt TOP CHORDS: THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN, TRUSSES SHALL BE HANDLED MATH REAS014AEILE CARE DURING ERECTION TO PREVENT DAMAGE. . TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE ® CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL rram�.. REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO /— HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MW'FRS(low-rise)&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 N, Brian M Ble*y Shect Eng 176051 2590 N. TONGS 14GIlWAY FT. PIERCE, FL 34951 (772) 464-4100 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 SOUTHERN TRUSS (772) 464-4160 are the responsibility of the building designer or his engineer. Lateral bracing shown on the individual truss drawings COMPANIES INC. must be placed during the erection procedure. ' 2590 N. Kings Highway Fort Pierhe 34951 I0D sin , 70n-7 CUSTOMER: DESCRIPTION: - r 5304 Oakland Lake Cir, Plan — 1833 Elev. A SCALE DATE: DRAWN Bq DRAWING NUMBER: ON; Oakland Lake 3i16"=1'-O" 3 30 2018 dhC 1833—A—QI a I • • • a