Loading...
HomeMy WebLinkAboutTRUSS LAYOUT (1)i r Hatch Legend 10'-9" A. F. F zzzz M 8'- 1 " A. F. F Digitally signed by Christopher D r i s t o e Beers DN: c=US, o=Unaffiliated, ou=A0141OD00000172B92701630 r D Beers 00OB2DA, cn=Christopher D Beers Date: 2020.10.29 14:47:37 -04'00' HANGER LEGEND * - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED OTHERWISE * - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 UNLESS NOTED OTHERWISE MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID WIND ASCE7-10 ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY II WIND LOAD 170 MPH *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS ROOF LOADING FLOOR LOADING IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-131 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) L4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. TRUSS CONNECTION LIST QTY PRODUCT RES: LUS24 07 HTU26 HTU28 01 HHUS46 HGUS26-2 HGUS28-2 FORT PIERCE HGUS28-3 BUILDER: 20 G ROZA B L D RS RES: MARTI RE MODEL: LA TORTUGA ADDRESS: 10210 CARTON ROAD LOT/BLOCK: -- CITY: FORT PIERCE COUNTY ST LUCIE CO DRAWN BY: JL JOB # : 701 S. KINGS HIGHWAY 2508387 DATE: 10/02/20 SCALE: NTS REVISIONS: 1. 10/15/20 REMOVE COFFER 2. 3. 4. �� Builders . FirstSource TCLL: 20 PSF TCLL: PSF 701 S. KINGS HIGHWAY TCDL: 15 PSF TCDL: PSF FORT PIECE, FL 34945 BCDL: 10 PSF BCDL: PSF By Date Ph. (772) - 461 5475 TOTAL: 45 PSF TOTAL: PSF DURATION: 1.25 DURATION: