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HomeMy WebLinkAboutB16-0031_S302_1480363560.pdf- .10 1/2" 1 1/2" FOR ADDITIONAL INFORMATION SEE / 1 S302 - 1'-0" SEE PLAN 2x STUD WALL S301 4 SLAB-ON-GRADE SEE #4 @ 12" OC LONG (3) MIN #4 @ 12" OC TRANS #5 x @ 12" OC DOWELS CONNECTION AT SILL PLATE SEE 1/ S301 #4 @ 12" OC HORZ EACH FACE #4 @ 12" OC VERT EACH FACE 8" 5" 4'-0" MIN 10/ S601 5 - 6 1/2" 7 1/2" 2'-6" #4x (1) #4xCONT 2'-6" @12" TOP FOR ADDITIONAL INFORMATION SEE A706 FIELD BEND 2" #4x4'-0@12", OC 1/ S302 - 7" 6" 1'-0" SEE PLAN 2'-6" #4x 2'-6" @12" TOP 3'-4" MIN A706 FIELD BEND FOR ADDITIONAL INFORMATION SEE #4x4'-0@12", EC, CTR @ CONC DRIVE ONLY (1) #4xCONT 1'-0" 3" 1'-0" 14/ S302 #4 @ 12" OC (MIN (2) BARS) #5 @ 9" OC Z-BAR LTS TYP FOR MAT REINFORCEMENT SEE / 1 S302 FOR SOG REINFORCEMENT SEE / 1 S301 SEE FOR SOG TRANSITION / 9 S301 SEE PLAN 1'-0" #5 x @ 12" OC DOWELS (2) #4 TOP S301 4 8" - WET STORAGE HOOK TOP & BOT BARS AT STEP 2x6 KEY SEE ARCH FOR WATERSTOP 5 6" S301 4 (2) #4 TOP SLAB-ON-GRADE SEE #4 @ 12" OC LONG (MIN (2)) #5 x @ 12" OC DOWELS ALT HOOK FOR ADDITIONAL INFORMATION SEE DRAIN PIPE SLEEVE, SEE ARCH FOR SIZE AND LOCATION / 1 S301 / 1 S302 FOR ADDITIONAL INFORMATION SEE HOOK BOT BARS AT SUMP PIT #5@9"OC Z- BARS 1 1 #5@12"OC HORIZ @ STEP (4) SIDES, TYP #5@12"OC EW TOP AND BOTTOM DRAIN PIPE SLEEVE, SEE ARCH FOR SIZE AND LOCATION / 1 S302 SEE FOR DOWEL REINFORCEMENT /5S302 LTS (TYP) 6" 1'-0" 2" CLR #8@6" OC T&B EACH WAY #8@12" OC OUTSIDE VERT #5@12" OC INSIDE VERT #4@12" OC HORIZ 1 1/2" KEY LTS OR CONT 1'-6" SLOPPED TOPPING SLAB 1" CLR DOWELS TO MATCH VERT REINF SEE PLAN T/MAT SEE PLAN 3" MUD SLAB SLAB ON GRADE SEE 3" CLR - NOTE: WATERPROOFING SEE ARCH 7 1/2" 5 1/2" TOC SEE PLAN / 1 S301 S301 4 WATERSTOP SEE ARCH 1'-0" THICKENED SLAB AT SIM FOR ADDITIONAL MAT INFORMATION SEE / 1 S302 (4) #6 VERTICAL BARS #3 @ 12" OC (4) #6 DOWELS LCS SEE PLAN FOR FOOTING INFORMATION SEE / 1 S300 FOR COLUMN INFORMATION SEE / 3 S302 S301 4 FOR ADDITIONAL INFORMATION SEE 1/ S302 - 7" 6" 1/2" - FOR ADDITIONAL INFORMATION SEE 1/ S302 WALL AND SOG NOT AT SIM #6@6" OC OUTSIDE VERT #6@12" OC INSIDE VERT #4@12" OC HORIZ EACH FACE THICKENED SLAB 1/2" 1'-0" -FOR ADDITIONAL INFORMATION SEE 9/ S302 1/2" - #4x 3'-0" @12" OC 3'-0" FOR ADDITIONAL INFORMATION SEE 1/ S302 #5@12" OC VERT #8@12" OC VERT #4@12" OC HORIZ LTE STAIR NOT AT SIM FOR SOG SEE 13/ S303 #8@12" OC VERT #4@12" OC HORIZ FOR ADDITIONAL MAT INFORMATION SEE 1/ S302 FOR BASE PLATE INFORMATION SEE 12/ S500 S301 4 FOR ADDITIONAL INFORMATION SEE 1/ S302 - FOR STAIR CONNECTION SEE 12/ S302 2 1/2" 5 1/2" 6" - FOR ADDITIONAL INFORMATION SEE 9/ S302 2'-1" - FOR ADDITIONAL INFORMATION SEE 2/ S303 #4 @ 12" OC (MIN (2) BARS) #5 @ 9" OC Z-BAR LTS TYP FOR MAT REINFORCEMENT SEE / 1 S302 FOR SOG REINFORCEMENT SEE / 1 S301 SEE PLAN #5 x @ 12" OC DOWELS (2) #4 TOP S301 4 HOOK TOP & BOT BARS AT STEP 2x6 KEY SEE ARCH FOR WATERSTOP - 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 9:43:39 AM C:\Proj\M15.1107-Reimers_Residence-RS16_Kmertens.rvt S302 REIMERS RESIDENCE FOUNDATION DETAILS KPM SJM PD M15.1107.S.01 M15.1107.S.01 08/12/16 3/4" = 1'-0" 2 FND AT 12" WALL 3/4" = 1'-0" 14 SOG AT GARAGE 3/4" = 1'-0" 17 SOG AT DOOR THRESHOLD 3/4" = 1'-0" 16 SOG AT GARAGE THRESHOLD 3/4" = 1'-0" 5 MAT SLAB TRANSITION BETWEEN STAIRS AND WET STORAGE 3/4" = 1'-0" 6 INTERIOR WALL FTG 3/4" = 1'-0" 11 FDN AT SUMP PIT 3/4" = 1'-0" 1 FND AT 13" WALL 3/4" = 1'-0" 3 FND AT COLUMN 3/4" = 1'-0" 4 FOOTING AT COLUMN 3/4" = 1'-0" 8 MAT SLAB TRANSITION BETWEEN WET STORAGE AND OUTDOOR PATIO 3/4" = 1'-0" 9 FND AT 8" WALL (WET STORAGE) 3/4" = 1'-0" 10 FND AT 8" WALL (CONCRETE PATIO) 3/4" = 1'-0" 12 STAIR SOG AT WALL (EXTERIOR) 3/4" = 1'-0" 20 PEDESTAL AT STEEL COLUMN 3/4" = 1'-0" 13 STAIR SOG AT WALL (INTERIOR) 3/4" = 1'-0" 15 FND WALL AT STAIRS 3/4" = 1'-0" 18 TOP OF WALL AT PARALLEL JOISTS SOG 3/4" = 1'-0" 19 MAT SLAB TRANSITION BETWEEN FAMILY ROOM AND PATIO 5 09/16/2016 11/28/16