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HomeMy WebLinkAboutB16-0254_S101_signed_1506372180.pdf(3) 2x6 L M M.1 N 25'-0" 7'-6" 22'-3 3/4" 1" 12'-0" 4'-6" 11'-0" 9'-2 1/4" 2'-1 1/2" 1 S301 SOG4 100'-0" 3 S301 4 S301 4 S301 5 S301 STEP T/WALL TYP MATCH EXISTING TOP WALL = 100'-0" TOP FOOTING = 97'-0" TOP WALL = 103'-8" (VIF) TOP FOOTING = 97'-0" 4'-11 1/2 VIF 6 S301 12 S301 L M M.1 N 11 7/8" LVL @ 16" OC 11 7/8" LVL @ 16" OC 11 7/8" LVL @ 16" OC 11 7/8" LVL @ 16" OC S601 1 S601 1 (3) 9 1/4 LVL HEADER 8 S601 7 S601 (3) 11 1/4 LVL (3) 9 1/4 LVL (3) 5 1/2 LVL HEADER HEADER 8 S601 8 S601 5 S601 TYP (2) 11 7/8 LVL LEDGER (2) 2x6 2 S602 8 S602 3/4" PLY SLOPE SEE ARCH SLOPE SEE ARCH 4 S602 TYP 4 S602 TYP (2) 11 7/8 LVL LEDGER 5 S602 6 S602 7 S602 . ASSUMED (E) JOISTS SOG4 100'-0" 2 S301 3 S301 4 S301 4 S301 TYP 3 S301 SIM 9'-5" VIF 5'-5" VIF (3) 2x6 MIN (3) 2x6 MIN UNDER RAFTER MATCH (E) 7 S301 . (E) JOISTS(E) BEAM SHORE EXISTING BEAM CUT AND RECONNECT (2) 2x6 (2) 2x6 S602 9 TYP (3) 5 1/2 LVL (3) 9 1/4 LVL HEADER HEADER 6 S601 EXISTING 3x DECKING 6 S601 SIM EXISTING RAFTER EXISTING RAFTER VIF 3 S602 3 S602 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 9:45:36 AM C:\Proj\MS17.0085-Doubletree Vail Roof Investigation and Repair-RS16_KMertens.rvt S101 DOUBLETREE VAIL SKI STORAGE AND VESTIBULE 2211 NORTH FRONTAGE ROAD WEST VAIL, CO 81657 PLAN VIEWS KPM KPM SJM MS17.0085.S.03 MS17.0085.S.03 09/15/2017 SJM 1/4" = 1'-0" SKI STORAGE FOUNDATION 1 1/4" = 1'-0" SKI STORAGE ROOF 2 NORTH NORTH 1/4" = 1'-0" VESTIBULE FOUNDATION 3 1/4" = 1'-0" VESTIBULE ROOF 4 NORTH NORTH FOUNDATION NOTES: 1. SEE S001 FOR GENERAL NOTES 2. SEE S301 FOR FOUNDATION DETAILS 3. SEE ARCHITECTURAL DRAWINGS FOR VAPOR RETARDER LOCATIONS. CONTRACTOR SHALL INSTALL VAPOR RETARDER PER RECOMMENDATIONS OF PCA AND ACI 302.1R-04 4. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SLAB SLOPES AND CURBS NOT SHOWN ON THE STRUCTURAL DRAWINGS 5. FOUNDATION NOTES: 1. SEE S001 FOR GENERAL NOTES 2. SEE S301 FOR FOUNDATION DETAILS 3. SEE ARCHITECTURAL DRAWINGS FOR VAPOR RETARDER LOCATIONS. CONTRACTOR SHALL INSTALL VAPOR RETARDER PER RECOMMENDATIONS OF PCA AND ACI 302.1R-04 4. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SLAB SLOPES AND CURBS NOT SHOWN ON THE STRUCTURAL DRAWINGS 5. ROOF NOTES: 1. SEE S001 FOR GENERAL NOTES 2. SEE S600 SERIES FOR ROOF DETAILS 3. 3/4" PLY INDICATES 3/4" THICK 48/24 APA-RATED SHEATHING W/ 8d @ 6" OC EDGE NAILING 8d @ 12" OC FIELD NAILING ROOF NOTES: 1. SEE S001 FOR GENERAL NOTES 2. SEE S600 ROOF DETAILS INDICATES 2x6 @ 16" OC STUD WALL W/ 1/2" 40/20 RATED SHEATHING W/ 8d @ 6" OC PANEL EDGES AND 8d @ 12" OC FIELD NAILING INDICATES 2x6 @ 16" OC STUD WALL W/ 1/2" 40/20 RATED SHEATHING W/ 8d @ 6" OC PANEL EDGES AND 8d @ 12" OC FIELD NAILING 6. SOG4 INDICATES 4" SOG W/ WWR 6x6-W2.9xW2.9 CENTERED IN SLAB 6. SOG4 INDICATES 4" SOG W/ WWR 6x6-W2.9xW2.9 CENTERED IN SLAB NO ISSUE DATE CCD-06, Revision 10 09/15/2017 09/15/2017 09/25/17