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HomeMy WebLinkAboutB15-0026_S-302_1438367880.pdf. 7" 5" 1'-6" LTS #5 @ 12" OC VERT EF #4 @ 12'' OC HORZ EF SLAB-ON-GRADE SEE S-301 1 #7 @ 9" OC EW T&B #5 x @ 12" OC DOWELS S-301 4 2'-0" 3'-0" 3" CLR PROVIDE 3" DOBIE BAR SUPPORT W/ PREPRUFE TAPE WATERSTOP SEE ARCH HOOK DWLS AT B/MAT . 7" 8" HANGER PER 2x STUD WALL SEE S-600 12 11 7/8" LVL LEDGER SEE S-601 3 S-601 14 6" MIN 2x6 TREATED SILL PLATE W/ 5/8" AB @ 48" MAX . 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 . 7" 5" 1'-0" SEE PLAN 2'-6" #4x (1) #4xCONT 2'-6" @12" TOP FOR ADDITIONAL INFORMATION SEE A706 FIELD BEND S-302 9 3" #4x4'-0@12", EC, CTR @ CONC DRIVE ONLY . 7" 5" 1'-0" SEE PLAN 2'-6" #4x 2'-6" @12" TOP 3'-4" MIN A706 FIELD BEND FOR ADDITIONAL INFORMATION SEE S-302 9 #4x4'-0@12", EC, CTR @ CONC DRIVE ONLY (1) #4xCONT 1'-0" 3" 1'-0" . 7" 8" 1'-6" LTS #5 @ 12" OC VERT EF #4 @ 12'' OC HORZ EF #5 x @ 12" OC DOWELS 2'-0" SEE PLAN AT SIM 3'-0" FOR ADDITIONAL INFORMATION SEE S-302 1 . 7" 8" TREATED 2x8 PLATE 2x STUD WALL SEE S-600 12 11 7/8" LVL LEDGER SEE S-601 14 6" (2) BAYS BLOCKING @ 48" OC 1'-0" LTS #5 @ 12" OC VERT EF #4 @ 12'' OC HORZ EF #5 x @ 12" OC DOWELS 1'-6" FOR ADDITIONAL INFORMATION SEE S-302 1 . 7" 8" 1'-6" 3'-0" 6" S-301 4 (2) #4 TOP SLAB-ON-GRADE SEE S-301 1 #4 @ 12" OC LONG #5 x @ 12" OC DOWELS ALT HOOK 1'-6" FOR ADDITIONAL INFORMATION SEE S-302 1 DRAIN PIPE SLEEVE, SEE ARCH FOR SIZE AND LOCATION 6" HSS POST W/ BASE PL1/2x5x1'-0" W/ (2) 3/4"Ø AB @ 9" GA 1" NS GROUT 3/16 FOR ADDITIONAL INFORMATION SEE S-302 1 . 4" 3" 8" TREATED 2x8 PLATE 2x STUD WALL SEE S-600 12 11 7/8" LVL LEDGER SEE S-601 14 HANGER SEE S-601 3 WEB BLOCKING 3 3/4" . 4" 3" 8" 11 7/8" LVL LEDGER SEE S-601 14 3 3/4" FND WALL FTG STEM WALL DWLS TO MATCH WALL REINF EF. DRILL & EPOXY W/ HITLIT HY200 TYP HORZ. WALL REINF LTS EMBED 8" MIN 1'-0" 1'-0" S-301 4 SLAB-ON-GRADE SEE S-301 1 #4 @ 12" OC LONG EF #5 x @ 12" OC DOWELS EF 1'-6" FOR ADDITIONAL INFORMATION SEE S-302 1 HSS POST BASE PL1 1/2x21x1'-9" W/ (12) 3/4"Ø AB #3 x TIES @ 12" OC (3) @ 3" ADD'L @ TOP (8) #6 x VERT. FOOTING SEE 1 1/2"6" 6" 6"1 1/2" 3/16 1" NS GROUT 1'-0" S-300 1 SEE PLAN SEE PLAN . 7" 5" TREATED 2x6 PLATE 2x STUD WALL SEE S-600 12 11 7/8" LVL LEDGER SEE S-601 14 . 7" 7" 1'-0" 4'-0" MIN SEE PLAN 8" 2'-6" #4x 2'-6" @12" TOP 5" FOR ADDITIONAL INFORMATION SEE S-302 9 (2) #6 BOT 4" 3" . 7" 7" 1'-0" SEE PLAN 2'-6" #4x 2'-6" @12" TOP 3'-4" MIN A706 FIELD BEND FOR ADDITIONAL INFORMATION SEE S-302 9 #4x4'-0@12", EC, CTR @ CONC DRIVE ONLY (1) #4xCONT 1'-0" 1'-0" (2) #6 BOTT . 7" 8" 11 7/8" LVL LEDGER SEE S-601 14 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 10:04:11 PM C:\Proj\12.0362-Fleeger-RS14_seanm.rvt S-302 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 @ 12" WALL 3/4" = 1'-0" 13 T/WALL @ PERP JOISTS 3/4" = 1'-0" 9 SOG @ GARAGE 3/4" = 1'-0" 10 SOG @ DOOR THRESHOLD 3/4" = 1'-0" 11 SOG @ GARAGE THRESHOLD 3/4" = 1'-0" 2 FDN @ 15" WALL 3/4" = 1'-0" 14 T/WALL @ PARALLEL JOISTS 3/4" = 1'-0" 4 FDN @ PATIO 3/4" = 1'-0" 3 MAT SLAB TRANSITION @ PATIO 3/4" = 1'-0" 5 INTERIOR WALL FTG 3/4" = 1'-0" 6 INTERIOR FTG @ STL POST 3/4" = 1'-0" 15 T/WALL @ PATIO SLAB 3/4" = 1'-0" 16 T/WALL @ PATIO DOOR/WINDOW 3/4" = 1'-0" 8 TYP STEM WALL ON STRIP FTG AT FND WALL 3/4" = 1'-0" 7 FDN @ INTERIOR STONE 3/4" = 1'-0" 12 COLUMN BASE @ DECK 3/4" = 1'-0" 17 T/WALL @ GARAGE SLAB 3/4" = 1'-0" 18 STRUCT SLAB @ GARAGE 3/4" = 1'-0" 19 STRUCT SLAB @ GARAGE THRESHOLD 3/4" = 1'-0" 20 T/WALL @ LIFT-SLIDE DOOR 2/3/2015 07/31/15