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HomeMy WebLinkAboutB15-0238_S1_1438098840.pdf( 8082'-8" ) ( 8082'-8" ) (E) F2.0 (E) F2.5 F16 F16 F16 F16 1 S3 2 S3 2 S3 F2.0 F2.0 F2.0 F2.0 UNDERMINE EXISTING FOOTING AND ADD NEW PAD FOOTING, SEE REMOVE EXISTING DECK PIER FOOTINGS, TYP (3) LOCATIONS ( 8082'-8" ) ( 8082'-8" ) ( 8082'-8" ) ( 8082'-8" ) ( 8082'-8" ) ( 8082'-8" ) ( 8082'-8" ) ( 8082'-8" ) ( 8082'-8" ) ( 8080'-8" ) ( 8080'-8" ) ( 8080'-8" ) ( 8079'-10" ) ( 8079'-10" ) ( 8079'-10" ) ( 8080'-8" ) ( 8080'-8" ) ( 8080'-8" ) 8085'-10" 8086'-6" 8086'-6" 8086'-3 3/4" 8086'-3 3/4" 8086'-3 3/4" 8088'-3 3/4" 8085'-3 7/8" 8088'-3 3/4" 8087'-6" 8085'-3 7/8" 8085'-3 7/8" 8085'-3 7/8" 8085'-3 7/8" 8085'-3 7/8" 8086'-3 3/4" ( 8082'-8" ) ( 8080'-8" ) 8086'-3 3/4" 8086'-3 3/4" 8085'-3 7/8" 5 S3 F16 F16 ( 8079'-10" ) EPOXY DOWEL (2) #5 x 30" w/ 4" EMBED TOP AND BOTTOM EPOXY DOWEL (2) #5 x 30" w/ 4" EMBED TOP AND BOTTOM ( 8078'-0" ) ( 8078'-0" ) ( 8078'-0" ) ( 8078'-0" ) EPOXY DOWEL (2) #5 x 30" w/ 4" EMBED TOP AND BOTTOM 1 S3 4 S3 3 S3 10'-5 3/4" 43'-4 3/4" 7'-8 5/8" 4'-6" 4'-5 1/8" 8084'-6" S1 S1 S2 S3 S4 S5 S5 S6 S7 S7 S8 S8 S9 S9 S10 S11 S12 S13 S13 S3.9 56'-11 1/8" 7'-8 1/4" 8'-6 1/8" 12'-2 1/4" 10'-8 3/4" 6'-4 7/8" 7'-6 5/8" 11'-6 1/2" F4.0 F4.0 REMOVE EXISTING FOUNDATION REMOVE EXISTING FOUNDATION A A TYP 1'-0" TYP 1'-0" T/O CONC BY CONTRACTOR T/O CONC BY CONTRACTOR 1'-7" 1'-10" 8'-7 3/4" 10'-5" 8'-8 1/8" 2'-0 3/8" 11'-9 1/2" 4" 8'-11 1/8" SAWCUT EXISTING WALL, SEE . REFER TO ARCH FOR LOCATION(S). 7/S3 8086'-3 3/4" 8085'-3 7/8" ( 94'-2" ) TYP 3'-0" TYP 3'-0" 6 S3 6/S3 12 S3 4'-0" 10'-3". 5'-2" 4" 4'-9". REINFORCE w/ #5 @ 12" EACH WAY, TOP AND BOTTOM (E) 11 7/8" TJI/ PRO 250 (E) W10X12 (E) W10X12 (E) 6x6 (E) 6x6 (E) 6x6 (E) 6x6 (E) 6x6 (E) W10X12 (E) CONCRETE SLAB ON GRADE 11 7/8" TJI 210 @ 16" PT 2x8 @ 16" 6x6 11 7/8" TJI 210 11 7/8" TJI 210 @ 16" 6x10 6x10 IUS2.06/11.88, TYP LUS28, TYP HUC610 2x8 LEDGER w/ (2) LEDGER LOK LL358 BETWEERN EACH JOIST INTO RIM (4) 2x6 A C F G 1 2 3 4 6 7 A B D 5 E 13 S3 SIM S1 S1 S2 S3 S4 S5 S5 S6 S7 S7 S8 S8 S9 S9 S10 S11 S12 S13 S13 S3.9 8086'-6" 8086'-6" 8086'-6" (4) 2x6 A A 1 S3 1 S3 4 S3 3 S3 8 S3 MITER BEAMS OVER COLUMN 6 S3 A ITS2.06/11.88, TYP A 8 S3 TYPICAL FLOOR SHEATHING: 3/4" NOMINAL STURD-I-FLOOR, APA RATED 24" OC TONGUE & GROOVE SHEATHING GLUED AND NAILED WITH 8d GUN NAILS @ 6" ALONG PANEL EDGES AND @ 12" ALONG INTERMEDIATE FRAMING MEMBERS. LAY PANELS PERPENDICULAR TO FRAMING MEMBERS AND STAGGER PANEL JOINTS SHEET No. Date Checked by Designed by Job # Issue S1 GRAND TRAVERSE-UNIT B 6/30/15 CMK ETV 17599 CONSTRUCTION LOT 25 LIONSRIDGE FILING NO. 3 1854 GLACIER COURT VAIL, CO 81657 1' 2' 4' 0 8' 1/4" 1/4" = 1'-0" FOUNDATION PLAN FOOTING SCHEDULE MARK WIDTH LENGTH THICKNESS REINFORCING F2.0 2'-0" 2'-0" 10" (3) #5 EACH WAY F4.0 4'-0" 4'-0" 10" (5) #5 EACH WAY F16 1'-4" 10" (2) #5 x CONT 1' 2' 4' 0 8' 1/4" 1/4" = 1'-0" MAIN LEVEL PLAN 06/30/15 No. Date Issued by Revision Description 07/28/15