Loading...
HomeMy WebLinkAboutB16-0254_S602_signed_1506372240.pdf4'-0" MIN LAP TOP PL SPLICE STUDS 16d @ 9" OC STAGGERED AT TOP PL SPLICE (2) 16d (2) 16d TOP PLS JOIST BEYOND SIMPSON CCQ46SDS2.5 SIMPSON ECCQ44SDS2.5 HEADER SEE PLAN POST SEE PLAN BEAM SEE PLAN HANGER SEE 4/S602 EDGE NAILING SEE PLAN SIMPSON LCE4 EACH SIDE POST SEE PLAN EXISTING BEAM SEE PLAN SOLID PACK BELOW RAFTER SIMPSON MIT11.88 @ SINGLE SIMPSON WPU3.56/11.88 @ DOUBLE NOTCH RATER AT CONNECTOR (2) 11 7/8" LVL LEDGER EXISTING CONCONCRETE WALL 4" 4 7/8" 3" (2) 3/4" Ø SIMPSON TITEN HD @ 8" OC (TORQUE TEST SEE S002) 5" EDGE NAILING SEE PLAN SIMPSON HB5.50/11.25 (8) 3/4" Ø SIMPSON TITEN HD AT CONNECTION (TORQUE TEST SEE S002) 4 S602 ANCHOR CONN 3" 3" 3" 3" BEAM SEE PLAN LEDGER SEE . EXISTING CONCONCRETE WALL EDGE NAILING SEE PLAN 4/S602 (4) 3/4" Ø SIMPSON TITEN HD AT END WALL (TORQUE TEST SEE S002) 4 S602 ANCHOR CONN 3" LEDGER SEE PLAN 4" TYP 8" FACE OF EXISTING WALL FULL DEPTH 2x BLOCKING @ 16" OC REMOVE EXISTING SOFFIT EXISTING JOISTS SIMPSON LS90 #10 SCREW @ 6" OC EXISTING CONCONCRETE WALL SIMPSON TITEN HD @ 12" OC AT EXISTING CONCRETE OR 10d @ 12" OC @ WOOD WALL PLAN VIEW SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2017 DESIGNERS: DATE PRINTED: MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: 9/13/2017 9:45:42 AM C:\Proj\MS17.0085-Doubletree Vail Roof Investigation and Repair-RS16_KMertens.rvt S602 DOUBLETREE VAIL SKI STORAGE AND VESTIBULE 2211 NORTH FRONTAGE ROAD WEST VAIL, CO 81657 ROOF DETAILS KPM KPM SJM MS17.0085.S.03 MS17.0085.S.03 09/15/2017 SJM NO SCALE 1 TYP WOOD TOP PLATE SPLICE 1 1/2" = 1'-0" 2 POST CONNECTION AT HEADER 1 1/2" = 1'-0" 3 POST CONNECTION TO EXISTING RAFTER 1 1/2" = 1'-0" 4 LEDGER CONNECTION AT EXISTING WALL 1 1/2" = 1'-0" 5 VALLEY BEAM CONNECTION AT LEDGER 1 1/2" = 1'-0" 6 LEDGER AT JOIST PARALLEL 1 1/2" = 1'-0" 7 LEDGER CONNECTION AT END WALL 1" = 1'-0" 8 WALL CONNECTION AT EXISTING ROOF 1 1/2" = 1'-0" 9 WALL CONNECTION TO EXISTING BUILDING NO ISSUE DATE CCD-06, Revision 10 09/15/2017 09/15/2017 09/25/17