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HomeMy WebLinkAboutB16-0031_S621_1460410343.pdf1/4 HSS3x3x1/4 HSS2x2 PURLIN W/ 1/4" CAP PL EACH END 2x T&G DECKING @ SIM 5/8" ROOF SHEATHING @ SIM KNIFE PL1/2x4x0'-10" W/ (2) 3/4"Ø BOLTS TYP 2" 2" 1 1/2" 3" 5 1/2" PL3/8x8x8 1/4 1/4 HSS3x3x1/4 1 S621 FOR ADDITIONAL INFORMATION SEE / 1 S621 T&B FLANGES 1 S621 1 1/2" 3" 1 1/2" 1 1/2" 1 1/2"1/2" PL3/8x3 1/2x0'-6" W/ SHORT SLOTTED HOLES & (2) 3/4"Ø BOLTS 1/4" CAP PL W/ SEAL WELD @ EA END OF EA PURLIN (4) 3/4" Ø THREADED STUDS AT 6" GA 1/4 4" 2" SOLID BLOCKING RIPPED 2x12 RAFTERS @ 16" OC HSS4x4x3/8 @ (2) CORNERS CAP PL1/2 W/ (2) ANCHORS TO STONE BY MASON RIPPED 6x12 RIM OVER WALLS 1 1/2" 5" 2 1/2" 4" 2 1/2"2 1/2" 2 1/2"2 1/2" 4" 2 1/2" 5" 1 1/2" BASE PL1/2 W/ (2) 3/4"Ø LAGS W/ 4" PENETRATION INTO 6x A DETAIL A A STONE CAP SEE ARCH (2) SIMPSON MSTA18 @ EACH CORNER 2x4 @ 16" OC OVERFRAMING STUD WALL AT 1'-4" JOIST BEYOND S500 13 5" (2) 3/8" STIFFENER PL EACH SIDE OF COLUMN 2x4 @ 16" OC OVERFRAMING STUD WALL AT 1'-4" 2x12xCONT W/ (4) ROWS 10d @ 12" OC 3/8 KNIFE PL W/ (4) 3/4" Ø BOLTS 1/4 TYP 3"3"3"3"1 1/2"PL3/8x6 1/2"x6 1/2" W/ (4) 3/4" Ø LAG SCREWS @ 3 1/2" GA (2) 3/4"Ø LAG SCREWS @ 3 1/2" GA COUNTERSUNK TYP 5"1 1/2"1 1/2" 6" 5" SIMPSON DTT1Z @ BLOCKING ALIGNED W/ EACH 6x RAFTER W/ 3/8"Ø LAG SCREW INTO 6x RAFTER BLOCKING @ 48" OC 8d @ 3" OC AT BLOCKING SIMPSON LSTA12 (2) ROWS 3/4"Ø THREADED STUD @ 24" OC 3" 4" 3" SOLID BLOCKING 6" 5" 3" 4" 3" FOR ADDITIONAL INFORMATION SEE / 18 S621 2x12xCONT W/ (4) ROWS 10d @ 12" OC 2x12xCONT W/ (4) ROWS 10d @ 12" OC 2x4 @ 16" OC OVERFRAMING STUD WALL AT 1'-4" CHIMNEY CAP SEE ARCH STONE VENEER ANGLE SEE 7/ S500 2x6 @ 12" OC LEDGER SEE 13/ S621 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 3:27:32 PM C:\Proj\M15.1107-Reimers_Residence-RS16_KMertens.rvt S621 REIMERS RESIDENCE ROOF DETAILS KM KH PD M15.1107.S.01 M15.1107.S.01 03/01/16 1 1/2" = 1'-0" 1 CANOPY EAVE 1 1/2" = 1'-0" 3 CANOPY BEAM/COL 1 1/2" = 1'-0" 2 CANOPY RIDGE 1 1/2" = 1'-0" 4 CANOPY BEAM CONN 3/4" = 1'-0" 9 CHIMNEY CAP 1 1/2" = 1'-0" 12 RIDGE BEAM TRANSFER 1 1/2" = 1'-0" 6 RIDGE TRANSFER OVER GARAGE 1 1/2" = 1'-0" 17 EAVE @ WOOD BRACKET 1 1/2" = 1'-0" 18 GARAGE ROOF @ WALL 1 1/2" = 1'-0" 19 GARAGE ROOF @ SETBACK WALL 1 1/2" = 1'-0" 10 DECK AT FIREPLACE LEDGER PARALLEL TO T&G DECKING 1 1/2" = 1'-0" 13 DECK AT FIREPLACE LEDGER PERP TO T&G DECKING 1 1/2" = 1'-0" 15 CHIMNEY CAP AT LIVING ROOM 3/2/2016 04/11/16