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HomeMy WebLinkAboutB16-0031_S510_1480363560.pdfPL3/8x6.5x1'-9" W/ (4) 3/4" BOLTS 3/16 1 1/2" 1 1/2" W8 SEE PLAN MIN CONNECTION EACH SIDE SEE 5 10/ S500 THREADED STUD BEYOND TREAD SEE ARCH 3/16 3-12 3/16 3-12 TYP 8" TIMBERLOK @ 12" OC COUNTERSINK AND PLUG 3/16 3/16 TYP WT6x17.5 SEE ARCH 3/16 3-12 3/16 3-12 TYP PL3/8 CONT CENTERED OVER HSS SEE ARCH PL3/8 SEE ARCH WT6x17.5 SEE ARCH 3/16TYP WT RECESSED INTO STAIR SEE ARCH (2) TRIM-HEAD WOOD DECKING SCREW EACH SIDE OF TREAD (4 TOTAL EACH TREAD) RECT OR ROUND HSS COLUMN OR PIPE 1/2" 5/16 5/16 ~ S500 4 A A 1 1/2" 3/16 PL1/4x3 1/2x0'-5" PL1/2x3 1/2x0'-10" 1/8 SIMPSON HUC210-3 3/16 3/16 L3x3x5/16x0'-5" PLAN W10 AT SIM FOR TYP CONNECTION SEE 10/ S500 - -- 3/16 3/16 3/16 3/16 PL1/2x5 1/2x0'-5" 3/16 3 3/16 TYP CONNECTION SEE10/ S500 JOIST BEYOND - 3/8" FITTED STIFFENER EACH SIDE 3/16 3/16 L3x3x1/2x0'-5" 3/16 3/16 3/16 2-12 3/16 2-12 2" AT EACH END 1'-4" PL 3/8x2 1/2 - COLUMN CONNECTION SEE 13/ S500 (3) BOLTS FOR ADDITIONAL INFORMATION SEE 10/ S500 1 1/2" 2 1/2" 3/16 3/16 TREATED RIPPED 2x4 12 GA POUR STOP WEB STIFFENER EA FACE, TYP TOP FLANGE HANGER SEE 18/ S600 3/16 3 SIDES 3/16 3/16 4" 4" PL3/8 12 GA POUR STOP 3/16 (3/16) 1/4" CAP PL HANGER COLUMN 3/8" STIFFENER PL EACH SIDE 3/16 3/16 TYP FOR ADDITIONAL INFORMATION SEE 3/ S510 3/16 CLOSURE PLATE L6x4x5/16xCONT LLV 1/2" Ø SIMPSON TITEN HD W/ 3 1/4" EMBEDMENT @ 18" OC, LOCATE WITHIN 6" OF EACH END -4" L2x2x1/4x0'-2" ERECTION ANGLE 3/16 3/16 3/16 CONNECTION SEE10/ S500 3/16 3/16 3/16 3/16 - FACE MOUNT HANGER SEE 1/8 1/8 18/ S600 1 1/2" 3" 1 1/2" 2" 1 1/2" 1/2" 1 1/2" 3/16 A A L4x4x3/8x0'-6" SEE FOR BOLTS 10/ S500 3/16 3/16 3/16 3/16 PL1/2x5 1/2x0'-5 1/2" 1/2" 3/16 3/16 3/16 HSS5x3x1/8 PL3/4x6x0'-8 1/4" HDG W/ (2) 1/2" Ø SIMPSON TITEN HD 1 1/2"3" 1 1/2" 1 1/2" 1/2" TYP 1 1/2" 3" 1 1/2" BP4 W/ (2) 1/2" Ø SIMPSON TITEN HD W/ 4" MIN EMBEDMENT PL3/4x3 3/4x 0'-7" 5 3/16 1/4 SINGLE PLATE CONNECTION SEE 10/ S500 3/4" TYP 2" 9 1/2" 2" (4) 1/2" Ø THRU BOLT 1 1/2" 2 1/2" 1 1/2" 2" 9 1/2" 2" 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 9:43:44 AM C:\Proj\M15.1107-Reimers_Residence-RS16_Kmertens.rvt S510 REIMERS RESIDENCE STEEL DETAILS KPM SJM PD M15.1107.S.01 M15.1107.S.01 08/12/16 1 1/2" = 1'-0" 1 STRINGER CONNECTION TO BRIDGE 1 1/2" = 1'-0" 6 STRINGER CONNECTION AT BASE 1 1/2" = 1'-0" 9 STEEL HEADER TO COLUMN CONNECTION 1 1/2" = 1'-0" 10 GIRT CONNECTION AT LIFT AND SLIDE DOOR 1 1/2" = 1'-0" 7 W21 BEARING ON W8 1 1/2" = 1'-0" 8 W21 CONNECTING TO W12 1 1/2" = 1'-0" 11 CHANNEL CONNECTION AT FIREPLACE 1 1/2" = 1'-0" 12 CHANNEL CONNECTION TO BEAM AT FIREPLACE 1 1/2" = 1'-0" 3 HANGER COLUMN AT STAIRS 1 1/2" = 1'-0" 4 HANGER COLUMN AT STAIRS ALT VIEW 1 1/2" = 1'-0" 13 DECK CONNECTION TO CONCRETE WALL AT FIREPLACE 1 1/2" = 1'-0" 14 GIRT CONNECTION AT STAIRS NOT USED 1 1/2" = 1'-0" 15 BEAM CONNECTION TO STEEL COLUMN 1 1/2" = 1'-0" 16 OFFSET GIRT CONNECTION AT STAIRS 1 1/2" = 1'-0" 17 OFFSET GIRT CONNECTION AT BRIDGE 5 1 1/2" = 1'-0" 19 HSS COLUMN OVERHANG AT STAIRS 1 1/2" = 1'-0" 20 STEEL TO WOOD HEADER CONNECTION DETAIL 09/16/2016 11/28/16