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HomeMy WebLinkAboutB15-0026_S-303_1438367880.pdf. 11 1/2" 1 1/2" 2x4 @ 8" OC STUD WALL TREATED 2x PLATE W/ 1/2"Ø AB @ 48 " OC MAX 4" CMU BLOCK FULLY GROUTED FOR ADDITIONAL INFORMATION SEE S-302 1 1'-1" . 8 1/2" 3" 1 1/2" TREATED 2x6 PLATE 2x STUD WALL SEE 2x4 @ 8" OC STUD WALL PL3/16x7 1/2"x 0'-9" @ 48" OC W/ 1/2"Ø BOLT @ 2x PL & 1/2"Øx5" TITEN HD @ CONC WALL BOLTS @ 6" GA. S-600 12 1'-1" 6" MIN 1 1 #4@12" (2 MIN) #4x 2'-0" @12" 2'-0" 1 1/2" CLR 1 1/2" CLR 1'-6" 1'-0" 1'-0" 1'-0" #4x DOWELS @ 12" OC 1 1 1'-6" 2'-0" 1'-0" FOR ADDITIONAL INFORMATION SEE S-303 3 DRAIN PIPE SEE ARCH SEE PLAN 1'-0" 3'-4" MIN #4 @ 12" OC EW LTS8" #4x DOWELS @ 12" OC EF #4 @ 12" OC TRANS #4 @ 12" OC LONG (3) MIN S-303 13 SEE ARCH STONE VENEER & CAP SEE ARCH BASE PL3/4x7x1'-0" W/ (4) 3/4"Ø AB @ 9" GA 2 1/2" 3" 2 1/2" CAP PL1/2x7x0'-7" 1/4 TYP 1/4 KNIFE PL1/4x3x0'-6" W/ (2) 3/4"Ø BOLTS 1 1/2" 3" 2"1/2"Øx7" COUNTERSUNK LAG SCREW @ 24" OC STONE VENEER & CAP SEE ARCH 2'-4" 2'-6" #4x @ 12" OC 2'-6" 3'-0" (3) #6 T&B (4) #4 HORZ #3 x TIES @ 16" OC #4 @ 12" OC EF HORZ 6" 1'-4" 6" #4 @ 12" OC EF VERT 1'-6" #4 @ 12" OC EW LTS 5" 6" 4" #4x DOWELS @ 12" OC STONE VENEER & CAP SEE ARCH 4" 2" 8" MIN STONE VENEER SEE ARCH L6x6x5/8 (HDG) W/ 3/4"Ø HILTI KB-TZ @ 12" OC . 7" 8" FOR ADDITIONAL INFORMATION SEE S-302 2 (1) #4xCONT HOOK BOT BARS AT SUMP PIT 3'-0" 2'-0" 8" #5@9"OC Z- BARS LTS TYP 1'-0" 1'-6" 1 1 #5@12"OC HORIZ @ STEP (4) SIDES, TYP PERFORATED WALLS PER ARCH 2'-0" #5@12"OC EW BOT CONT VERT REINF TO TOW (4)#5 VERT AT PIER #3 TIES @ 18" OC END TIES @ B/WALL SPREAD FTG, SEE PLAN HOOK DWLS @ B/FTG B/WALL PERPENDICULAR 20 S-300 LTS 2" CLR SIZE AND SPACING TO MATCH WALL HORIZ REINF CONT WALL REINF TO END OF WALL S-300 20 WALL CONTINUES AT SIM SEE PLAN FOR GEOMETRY AT SIM . HSS POST @ WINDOW FRAMING AND STUD WALL, SEE PLAN HSS @ STUD WALL, SEE PLAN 1/4" BASE PLATE, SEE BELOW AND PLAN. W/ (2) 1/2"Ø BOLT @ CAP PLATE & 1/2"Øx5" TITEN HD @ CONC WALL 6" MIN 3/16 (3) SIDES, TYP 3/16 TYP CAP PL1/2x3 1/2 TYP, SEE BELOW 7" 7" 2" TYP 2" TYP CL OF WALL STEM 8" BP1 1'-0" 1'-0" 8" 4" TYP 3 1/2" BP2 2" 10" 2" 2" 3 1/2" 8 1/2" 5 1/2" 4" 2" BP3 . 7" 5" 1'-0" 4'-0" MIN SEE PLAN 2x STUD WALL SEE S-600 12 S-301 4 #4 @ 12" OC VERT EF #4 @ 12'' OC HORZ EF INSULATION SEE ARCH SLAB-ON-GRADE SEE S-301 1 GRAVEL SUB-BASE SEE GEOTECH #4 @ 12" OC LONG (3) MIN #4 @ 12" OC TRANS #5 x @ 12" OC DOWELS 6" 2x6 TREATED SILL PLATE W/ 5/8" AB @ 48" MAX 4" 3" SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2013 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 PERMIT 6/14/13 PROGRESS SET 10/27/14 PERMIT SET 02/03/15 2/5/2015 10:04:14 PM C:\Proj\12.0362-Fleeger-RS14_seanm.rvt S-303 Fleeger Residence FOUNDATION DETAILS 2950 Booth Creek Drive, Vail, CO SJM SJM PD 12.0362.S.01 12.0362.S.01 09/20/2013 3/4" = 1'-0" 1 FDN WALL @ STAIR 3/4" = 1'-0" 2 T/WALL @ STAIR 3/4" = 1'-0" 3 ELEVATOR PIT SLAB 3/4" = 1'-0" 4 ELEVATOR PIT SLAB @ DOOR 3/4" = 1'-0" 5 SITE WALL 3/4" = 1'-0" 6 COLUMN BASE @ WALL 3/4" = 1'-0" 7 TOP OF SITE WALL 3/4" = 1'-0" 8 GRADE BEAM @ ENTRY 3/4" = 1'-0" 9 SITE WALL @ PATIO NO SCALE 13 STONE VENEER ANGLE @ CONC 3/4" = 1'-0" 10 FDN @ SUMP PIT 3/4" = 1'-0" 11 CONC PIER AT GARAGE CORNER 3/4" = 1'-0" 12 CORNER DOWELS AT GARAGE 3/4" = 1'-0" 14 T/WALL POST SPLICE @ STAIR 3/4" = 1'-0" 15 SOG @ GARAGE SOUTH 2/3/2015 07/31/15