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HomeMy WebLinkAboutB16-0031_S610_1480363590.pdfWEB STIFFENER EA FACE, TYP TOP FLANGE HANGER SEE 18/ S600 2x PL - CONN TO STEEL BEAM. SEE 16/ S600 SOLID BLOCKING SEE CHANGE SHEATHING SPAN DIRECTION AT BM CL 7/ S610 WEB STIFFENER EA FACE, TYP FACE MOUNT HANGER SEE 18/ S600 LVL FLUSH BEAM SEE PLAN WEB STIFFENER EA FACE, TYP TOP FLANGE HANGER SEE 18/ S600 2x PL - CONN TO STEEL BEAM. SEE 16/ S600 SOLID BLOCKING SEE CHANGE SHEATHING SPAN DIRECTION AT BM CL 7/ S610 WEB STIFFENER EA FACE, TYP TOP FLANGE HANGER SEE 18/ S600 2x PL - CONN TO STEEL BEAM. SEE NO 2x PL AT SIM 16/ S600 SOLID BLOCKING EACH SIDE OF BEAM W/ 1/2" Ø THRU BOLT @ 24" OC FACE MOUNT HANGER SEE (2) CONTINUOUS 1 1/4" LSL RIM BOARDS BLOCKING @ 48" OC CONNECTION AT TOP PLATE SEE 18/ S600 10/ S601 CHANGE SHEATHING SPAN DIRECTION AT BM CL WEB STIFFNER EACH SIDE CONNECTION AT TOP PLATE SEE 1 1/4" CONT LSL RIM EDGE NAILING SEE , TYP CONNECTION AT SILL PLATE SEE 10/ S601 10/ S601 10/ S601 EDGE NAILING SEE , TYP 10/ S601 WEB STIFFNER EACH SIDE EDGE NAILING SEE , TYP CONN AT TOP PLATE SEE FULL DEPTH SOLID BLOCKING @ 48"OC 1 1/4" CONT LSL RIM CONNECTION AT SILL PLATE SEE 10/ S601 10/ S601 10/ S601 CONN AT TOP PLATE SEE 1 1/4" LSL BLOCKING EDGE NAILING SEE , TYP 10/ S601 10/ S601 FOR ADDITIONAL INFORMATION SEE 1/ S610 CHANGE DECK SPAN DIRECTION CONT 1 1/4" LSL RIM BOARD CONN AT TOP PLATE SEE EDGE NAILING SEE , TYP CONNECTION AT SILL PLATE SEE 2x10xCONT W/ (2) ROWS 10d @ 12" OC WALL ABOVE 10/ S601 10/ S601 10/ S601 WEB STIFFNER EACH SIDE CHANGE SHEATHING SPAN DIRECTION AT BM CL HANGER SEE WEB STIFFENER EA FACE, TYP 18/ S600 WEB STIFFENER EA FACE, TYP TOP FLANGE HANGER SEE 18/ S600 2x PL - CONN TO STEEL BEAM SEE 16/ S600 HEADER SEE PLAN FOR KNIFE PLATE SEE . 15/ S610 PL1/2x3 1/2x0'-9" W/ (3) 3/4"Ø BOLTS 1 1/2" 3" 3" 1 1/2" 2" PL3/8x7 W/ (4) 3/4" Ø THRU BOLTS @ 4" GAGE 2" 2" 1 1/2" 2" 2x6xCONT W/ (2) ROWS 10d @ 12" OC PL1/2" FITTED STIFFENER W/ (3) 3/4"Ø BOLTS SOLID BLOCKING W/ (2) ROWS 1/2" Ø THRU BOLT @ 24" OC 1 1/2" 3" 3" 1 1/2" 3/16 3/16 1 1/2"1 1/2" SEE ARCH 1/4 PL1/2x8x0'-8" 17 S610 5 1/2" 3" 1 1/2" 1/4 PL3/8x6x0'-10" W/ (4) 1/2" THRU BOLTS 1 1/2" 3" 1 1/2" 1 1/2" 3" 3" 2" 2" 3" PL1/2x4x0'-10 1/2" W/ (3) 3/4"Ø BOLTS 1/4 1/4 2x SLEEPERS @ 24" OC MAX RIPPED TO SLOPE 1/2" SHEATHING 2x T&G DECKING 3/4" SHEATHING 1" 3" 1" PL3/4x5x0'-6 1/2" W/ (4) 1/2"Ø LAG SCREWS @ 4 1/2" GAGE W/ 6" PENETRATION STANCHION PL1/2 SEE ARCH 1" 3" 1" FOR ADDITIONAL INFORMATION SEE 17/ S610 (3) 11 7/8" LSL RIM (1) ROW 9" LOG HOG @ 12" OC (1) ROW 9" LOG HOG @ EA STUD 3 1/8 x 13 1/2 GLULAM LEDGER (1) ROW 3/4"Ø BOLT @ 12" OC SIMPSON HGA10KT 1 1/4" CONT LSL RIM EDGE NAILING SEE , TYP CONNECTION AT SILL PLATE SEE 10/ S601 10/ S601 EDGE NAILING SEE , TYP 10/ S601 NO CANTILEVER AT SIM 1/8 3 SIDES BLOCK WEB AT SIM 2x PL - CONN TO STEEL BEAM. SEE 16/ S600 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 4/26/16 CD SET REV 8/12/16 ASI #5 5 3090 BOOTH CREEK DR VAIL, COLORADO 9/16/2016 9:43:48 AM C:\Proj\M15.1107-Reimers_Residence-RS16_Kmertens.rvt S610 REIMERS RESIDENCE FLOOR DETAILS KPM SJM PD M15.1107.S.01 M15.1107.S.01 08/12/16 1 1/2" = 1'-0" 11 TYP JOIST TRANSITION AT FLUSH STEEL BEAM 1 1/2" = 1'-0" 8 TYP JOIST AT FLUSH BEAM 1 1/2" = 1'-0" 10 TYP JOIST TRANSITION AT DEEP STEEL BEAM 1 1/2" = 1'-0" 7 TYP JOIST AT DEEP STEEL BEAM 1 1/2" = 1'-0" 9 JOIST DEPTH TRANSITION AT WALL 1 1/2" = 1'-0" 1 TYP JOIST BEARING AT EXT WALL 1 1/2" = 1'-0" 3 TYP JOIST PARALLEL TO EXT WALL 1 1/2" = 1'-0" 5 TYP JOIST AT INT BEARING WALL 1 1/2" = 1'-0" 2 TYP JOIST BEARING AT INT WALL 1 1/2" = 1'-0" 13 TYP SHEATHING TRANSITION AT WALL 1 1/2" = 1'-0" 12 TYP SHEATHING TRANSITION AT WOOD BEAM 1 1/2" = 1'-0" 4 TYP TJI JOIST AT EXT FLUSH STEEL BEAM 1 1/2" = 1'-0" 14 DECK BEARING AT WALL (BEDROOM #2) 1 1/2" = 1'-0" 15 DECK BEARING AT WALL (BATHROOM #2) 1 1/2" = 1'-0" 16 DECK BEARING AT WALL (BEDROOM #3) 1 1/2" = 1'-0" 18 TYP DECK BEAM 1 1/2" = 1'-0" 17 TYP DECK AT STL BEAM 1 1/2" = 1'-0" 19 TYP DECK HANDRAIL AT PARALLEL BEAM 1 1/2" = 1'-0" 20 DECK PERP TO WALL 1 1/2" = 1'-0" 6 JOIST CANTILEVERED UNDER PANTRY 09/16/2016 11/28/16