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HomeMy WebLinkAboutB16-0031_S620_1478903312.pdfFULL DEPTH BLOCKING EDGE NAILING SEE SIMPSON H2.5 CONNECTOR SEE ARCH L 2L WEB BLOCKING (2) ROWS SIMPSON SDWS OR TIMBERLOK SCREWS @ 12" OC RAFTER TAIL SEE PLAN T&G DECKING SEE PLAN 10/ S601 FULL DEPTH BLOCKING NOTCH AT RAFTER TAIL EDGE NAILING SEE SIMPSON VPA @ RAFTER BEYOND SEE ARCH L 2L RAFTER TAIL SEE PLAN T&G DECKING SEE PLAN (2) 9 1/4" LVL HEADER W/ INVERTED SIMPSON HUS410 EACH END INVERTED SIMPSON HUS610 @ 6x OR HUC810 @ 8x WEB BLOCKING SOLID BEVELED BLOCK BELOW RAFTER TAIL (2) SIMPSON SDWS OR TIMBERLOK SCREWS @ EA RAFTER 3 1/8" 10/ S601 8x RAFTER TAIL 3x T&G DECKING FOR ADDITIONAL INFORMATION SEE OR /1S620 / 2 S620 2x NAILER SEE / 16 S600 - 1 1/8" FULL DEPTH BLOCKING EDGE NAILING SEE SIMPSON VPA CONNECTOR SEE ARCH L 2L WEB BLOCKING (2) ROWS SIMPSON SDWS OR TIMBERLOK SCREWS @ 12" OC RAFTER TAIL SEE PLAN T&G DECKING SEE PLAN CONNECTION AT TOP PLATE SEE 10/ S601 CONNECT SILL PLATE TO TIMBER BEAM PER "SILL PLATE CONNECTION" SEE 10/ S601 10/ S601 BEVELED PLATE TOP FLANGE HANGER SEE 2x NAILER OR (2) 2x PER SIMPSON HANGER REQTS WEB STIFFENERS ES, TYP / 18 S600 BEVELED PLATE WEB STIFFENERS ES, TYP 2x PL - CONN TO STEEL BEAM SEE (4) 12d NAILS FULL DEPTH BLOCKING / 16 S600 BEVELED PLATE WEB STIFFENERS ES, TYP (4) 12d NAILS FULL DEPTH BLOCKING BEVELED PLATE SIMPSON LSSU @ TJI HU610 SLOPED AND SKEWED @ 6x10 WEB STIFFENERS ES, TYP @ TJI (2) FULL DEPTH BLOCKING, NOTCH AT HIGH RAFTER SOLID WEB BLOCKING FOR ADDITIONAL INFORMATION SEE / 1 S620 (6) 12d NAILS (4) 3/4" Ø LAG SCREW W/ 6" MIN PENETRATION AT 3 1/2" GA 2" TYP (4) 3/4" Ø LAG SCREW W/ 6" MIN PENETRATION AT 3 1/2" GA SOLID BLOCKING BTWN RAFTER AND WALL 6x RAFTER W/ (2) ROWS COUNTERSUNK 3/4"Ø LAGS W/ 4" PEN @ 24" OC (4) LAGS AT EAVE RIPPED 4x BLOCKING @ 24" OC 2x DECKING 2x LEDGER W/ (3) ROWS 12d @ 12" OC BLOCKING @ 48" OC LVL RAFTER 3" 2" (2) RIPPED 2x RIM W/ L50 @ 24" OC 3" 11 7/8" LVL LEDGER W/ (4) #12x4" SCREWS @ EA STUD BLOCKING @ 48" OC FULL DEPTH BLOCKING EDGE NAILING SEE SOLID WEB BLOCKING BEVEL CUT PLATE FOR FULL BEARING @ ALL RAFTERS 10/ S601 12d NAILS @ 6" OC STAGGERED OVER EACH 6x 2x6 SLEEPER ABOVE 6x RAFTER 2'-0" MIN FULL DEPTH BLOCKING SOLID WEB BLOCKING FOR ADDITIONAL INFORMATION SEE / 1 S620 FACE MOUNT HANGER SEE SOLID WEB BLOCKING FOR ADDITIONAL INFORMATION SEE / 1 S620 / 18 S600 2x4 @ 16" OC OVERFRAMING STUD WALL AT 1'-4" FULL DEPTH BOCKING 2x4 @ 16" OC STUD WALL S500 13 6 S620 2" 3" 2 1/2" 2x10 LEDGER W/ (2) ROWS 12d @ 12" OC TIMBER RIDGE BEAM SEE PLAN (4) 3/4"Ø BOLTS PLUG HOLES COPE BOTTOM FLANGE OF BEAM PL5/16x5 3" 3" 1'-0" T&G DECKING SEE PLAN FOR ADDITIONAL INFORMATION SEE / 2 S620 PSL BEAM SEE PLAN 5" (2) 1/2"Ø LAG SCREW @ 2 1/2" COUNTERSINK INTO EACH PSL 3" 3" 1'-0" 6 S620 2 1/2" 3" 2 1/2" 2x10 LEDGER W/ (2) ROWS 12d @ 12" OC (4) 3/4"Ø BOLTS PLUG HOLES HSS SEE PLAN 1/4 TIMBER BEAM (4) 1/2" Ø LAG SCREW AT 3" GA 5" (2) 1/2" Ø LAG SCREW AT 3" GA 5" SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2016 MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: 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: REVISIONS NO. ISSUE DATE PRICING 1/15/16 COORDINATION 2/9/16 CD 3/1/16 3090 BOOTH CREEK DR VAIL, COLORADO 3/1/2016 3:27:29 PM C:\Proj\M15.1107-Reimers_Residence-RS16_KMertens.rvt S620 REIMERS RESIDENCE ROOF DETAILS KM KH PD M15.1107.S.01 M15.1107.S.01 03/01/16 1 1/2" = 1'-0" 1 TJI RAFTER W/ RAFTER TAIL 1 1/2" = 1'-0" 2 RAFTER TAIL BETWEEN TJI'S 1 1/2" = 1'-0" 3 RAFTER TAIL AT STEEL BEAM 1 1/2" = 1'-0" 4 RAFTER OVER 8x BEAM 1 1/2" = 1'-0" 7 TJI RAFTERS AT FLUSH STEEL RIDGE 1 1/2" = 1'-0" 6 TJI RAFTERS AT DROPPED STEEL RIDGE 1 1/2" = 1'-0" 5 TJI RAFTERS AT DROPPED WOOD RIDGE 1 1/2" = 1'-0" 8 TJI RAFTERS AT FLUSH WOOD HIP 1 1/2" = 1'-0" 9 PITCH BREAK AT BRG WALL 1 1/2" = 1'-0" 13 EAVE @ BRACKET 1 1/2" = 1'-0" 14 RAKE WALL @ EXT RAFTER 1 1/2" = 1'-0" 15 ROOF LEDGER @ PARALLEL TJI 1 1/2" = 1'-0" 12 6x RAFTER BEARING 1 1/2" = 1'-0" 10 OVERFRAMING AT PERP RAFTERS 1 1/2" = 1'-0" 11 PITCH BREAK AT BEAM 1 1/2" = 1'-0" 16 STEEL RIDGE EXTENSION 1 1/2" = 1'-0" 17 CORNER RAFTER SUPPORT 1 1/2" = 1'-0" 18 STEEL SHOULDER BEAM 1 1/2" = 1'-0" 19 CONNECTION AT 10x14 RIDGE 1 1/2" = 1'-0" 20 CONNECTION AT 10x14 3/2/2016 04/11/16