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HomeMy WebLinkAboutB17-0285_S-302_1507155420.pdfTREATED 11 7/8" LVL LEDGER (2) ROWS 1/2"Øx5" SIMPSON TITEN HD @ 16" OC STAGGERED AT PERPENDICULAR JOISTS 4" 5" TREATED 11 7/8" LVL LEDGER (2) ROWS 1/2"Øx5" SIMPSON TITEN HD @ 48" OC STAGGERED AT PARALLEL JOISTS FULL DEPTH BLOCKING @ 48" OC 4" 5" NOTE: ADD (2) 1/2"Øx5" SIMPSON TITEN HD EACH SIDE OF BEAM CONNECTION NOTE: ANCHOR SHALL BE MECHANICALLY GALVANIZED (ASTM B695 CLASS 55 MIN) LVL LEDGER SEE 1/S-302 LVL LEDGER SEE 1/S-302 @ 12" OC 2'-6" 2'-6" (1) #4 CONT T/WALL CONTINUOUS WALL TOP FLANGE HANGER SEE TOP FLANGE HANGER SEE #4x 8" BLOCKING SEE LVL LEDGER SEE 1/S-302 1/S-302 BLOCKING SEE LVL LEDGER SEE 1/S-302 1/S-302 @ 12" OC 2'-6" 2'-6" (1) #4 CONT T/WALL CONTINUOUS WALL #4x 8" S-320 3 ANCHORAGE TO FND SEE #4 @ 10" OC HORIZ (3) #4 LONG 1'-0" 1'-4" #4 HOOKED DOWELS @ 16" OC ALTERNATE HOOK DIRECTION T/FTG = SEE PLAN 6" 6/S-600 S-320 3 SLAB ON GRADE SEE PLAN S-320 3 #5@10" OC (6) #5xCONTINUOUS DOWELS TO MATCH VERTICAL BAR SIZE AND SPACING LEVEL 2 SEE PLAN 1'-0" 6'-0" #5@12 OC EACH WAY CENTERED ON WALL T/FTG SEE PLAN S-320 3 S-600 6 T/SLAB LEVEL 1 SEE PLAN T/FOOTING SEE PLAN 1'-0" #7@6" OC #5@12" OC #5@12" OC EACH WAY TOP #5@10" OC EACH WAY SOG SEE PLAN #4 HOOKED DOWELS @12" OC #4@12" OC VERT 1'-4" #5@12" OC HORIZ #4@18" OC EACH WAY TOP AND BOTTOM 1'-0" (2) #4xCONTINUOUS LEVEL 1 SEE PLAN T/FOOTING SEE PLAN LEVEL 2 SEE PLAN S-320 3 HOOKED DOWEL TO MATCH VERTICAL REINFORCEMENT SIZE AND SPACING LTS S-302 3 8" #4@12" OC EACH WAY CENTERED IN WALL 1'-4" #4@18" OC EACH WAY TOP AND BOTTOM 1'-0" (2) #4xCONTINUOUS LEVEL 1 SEE PLAN T/FOOTING SEE PLAN LEVEL 2 SEE PLAN S-320 3 HOOKED DOWEL TO MATCH VERTICAL REINFORCEMENT SIZE AND SPACING LTS S-302 2 8" S-320 3 S-600 6 T/WALL SEE PLAN LEVEL 2 SEE PLAN T/FOUNDATION SEE PLAN 5 1/2" 4'-0" #4@12" OC VERTICAL #4@12" OC HORIZONTAL 1'-0" (5) #4xCONTINUOUS TOP AND BOTTOM #4@12" OC TOP AND BOTTOM STONE LEDGE SEE ARCH 2" CLR 10" LTS #4@12" OC CENTERED IN STEM © MARTIN/MARTIN 2017 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 SHEET TITLE: SHEET NUMBER: MM JOB #: M17.0024.S.01 PRINCIPAL/EOR: SEAN MOLLOY PROJECT MANAGERS: RALEIGH FISHER AND KEVIN HAAS DESIGNER: KARL MERTENS DATE PRINTED: FILE PATH: 7/21/2017 11:49:12 AM C:\Proj\17.0024-VailRowhouse10-RS17_rfisher52P2F.rvt GALVIN RESIDENCE LOT 10 303 GORE CREEK DRIVE MS17.0024.S.01 7/21/2017 S-302 FOUNDATION DETAILS 3/4" = 1'-0" 1 TYP LEDGER DETAIL 1" = 1'-0" 2 TYP WOOD JOIST PERP TO CONCRETE WALL 1" = 1'-0" 3 TYP WOOD JOIST PARALLEL TO CONCRETE WALL 1" = 1'-0" 4 INTERIOR WALL STRIP FOOTING 3/4" = 1'-0" 7 9/10 PARTY WALL FOUNDATION 3/4" = 1'-0" 9 ELEVATOR FOUNDATION 3/4" = 1'-0" 6 FOUNDATION WALL AT MECHANICAL CRAWL SPACE 3/4" = 1'-0" 5 FOUNDATION WALL AT MECHANICAL SPACE 3/4" = 1'-0" 8 SOUTH RETAINING WALL NO. ISSUE DATE 7/21/2017 10/04/17