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HomeMy WebLinkAbout0959.95.22EXTERIOR WALL CONST. SEE ARCH. DWG'S. --� M 'bo 1' CLR. N � I WATERPROOFING SEE ARCH. #4 0 12' O.C. EA. WAY #4 DWL'S. 0 12" O.C. W /4' -0' PROJ. do STD. HOOK FOOTING DRAIN T 4"W.xfD. KEYWAY WITH CONT. WATERSTOP EXTERIOR WALL CONST. SEE ARCH. DWG'S. -� E � r7 I N I N fi 4' 2x6 CONT. TREATED PLATE .6C24 METAL DECK IA 1/2'0 A.B. 6x6 - W2.902.9 WWF 0 2' -0' O.C. Al +0' -0' CONT. L4x3x1/4 (LLH) STEEL FLOOR JOIST #3 HOOKS 10 0 1 t O.C. b 2' BASEMENT #5 0 12' O.C. EA. WAY 1' -0' 4' SLAB W /ONE LAYER #5 DWL'S. 0 12' O.C. 6x6 - W1.401.4 WWF W /4' -0' PROD. do STD. HOOK oil . •� 'bo b (2) #5 CONT. #4 0 2' -0" O.C. M SECTION SCALE: 3/4"=V-Cr $2.1 CONT. L4x3x1 /4 (LLH) L3x3x1 /4 x 0' -3' 4' FIELD WELD TO .6C24 METAL DECK CONT. L4x3 • • NTINUOUS HORIZONTAL BRIDGING 1-- STEEL FLOOR JOIST b I • #3 HOOKS to L 0 1 Y O.C. 000`4 x 0' -3' 2" W /1/2"0 SLEEVE ANCHOR BASEMENT 4" SLAB W /ONE LAYER • 6x6 - W1.4xW1.4 WWF 1' -0" OL FOR INFORMATION NOT SHOWN SEE 1/S2.1 SECTION ri*" SCALE: 3/4" =1' -0" S2.1 EXTERIOR WALL CONST. SEE ARCH. DWG'S. FOR CONTINUATION SEE SECTION 7/S2.1 EL o' -0' MI AA rnNT b I 1 1 Z CLR. #4 O 17' O.C. bi 3' -0' 'as i CURB 0 EDGE JOINT FILLER (TYP) OF STEPS WITH CONCRETE STAIRS #3 HAIRPIN 0 SEE 8/S2.1 12' O.C. AND (1) #4 CONT. #4 x 2' -0' OWL'S. • �'' 0 17' O.C. 6" COMPACTED DRAINAGE FILL �i /i I � b I COMPACTED FILL 'rx 2" KEYWAY TYPICAL WALL REINF. #5 x b M F 0 it O.C. #5 x b 0 12' O.C. In 1' -0r SEE PLAN FOR TOP/WALL ELEV. #6 0 12" O.C. VERT. WATERPROOFING FREE- DRAINING GRANULAR FILL �- #5 x 8' 0 12" O.C. • •' ;� STONE 6' DRAIN TILE ..r; ".' W /FABRIC COVER #6 DWL'S. 0 it O.C. #4 0 12' O.C. W /5'-4' PROJ. k STD. HOOK #6 0 12' O.C.• 1' -0' 3' -0" SECTION 4 SCALE: 3/4" =1' -0" S2.1 WATERPM SEE ARCH. TYPICAL CORNER DETAIL LL REINF. 1b, 0 12' O.C. M SEE ARCH. SCALE: 3/4" =1' -0" 52.1 COLUMN - SEE PLAN 1/2" JOINT FILLER BP 3/4'x12 "x1' -0" AROUND COLUMN 1' GROUT AND SHIMS le SLAB W/ BLOCK OUT SLAB AT ALL 6x6 -W1.4 x W1.4 WWF INTERIOR COLUMNS. OVER VAPOR BARRIER TOP /FOOTING SEE FDN. PLAN a M SEE FOUNDATION PLAN • FOR REINFORCING 4 -1 2'0x18"A.B. SEE PLAN W/ 3� HOOK TYPICAL FOOTING DETAIL s SCALE: 1/2' =1' -O" S2.1 CONT. L4x3xl /4 (LLH) /-.K24 METAL DECK 16 r —a SECTION a 0 ( -) 0' -3 5/8" ( -) 0' -10 3/4' UJ z box m SECTION r7 SCALE: 3/4 " =1' -0" $2.1 19 - TREADS 0 1' -6' = 28' -6' 1' TYP. • • #4 0 NOSING (TYP) #5 0 12" O.C. EA. WAY 6' COMPACTED DRAINAGE FILL COMPACTED GRANULAR FILL #5 0 12" O.C. EA. WAY 8" 3' -0" 4' 1w TYP. • L_— •� I • n SECTION s SCALE: 314 " =1' -0" $2.1 • 4' I #3 HAIRPIN BARS 0 12" w /fIl 4a MNT #3 0 12" O.C. EA. WAY - 7 - TREADS 0 1' -6' =--10'-Er • to • FOR INFORMATION NOT SHOWN SEE 8/S2.1 SECTION rg SCALE: 314" =1' -0" $2.1 12'-6• RAMP C SLAB ON GRADE WITH 6x6 - W1.401.4 WWF CONTROL JOINTS 0 10' -0" O.C. MAX. EACH WAY. N � \�<\ X\// / DRAINAG EFILLO t 2 -0" O.C. EACH 12. EACH WAY BOTTOM OF TURNED DOWN SLAB BEYOND 8" SECTION ri **"'N SCALE: 314" =1' -0" \,S2.1 14 0 12" O.C. • EACH WAY 8" • COMPACTED FILL #4 0 12' O.C. EACH WAY • SECTION 12 SCALE: 314 " =1' -0" S2.1 ( -) 0' -3 5/8" 6' COMPACTED DRAINAGE FILL - COMPACTED GRANULAR FILL � b 0 I W N 0 u a: I Go 2' CAP ( -) 0' -10 3/4' 0 so N 8' -2' (-) (-) 11' -0" +1' -4" �\ 4" SLAB JOINT FILLER ON GRADE > • COMPACTED .FILL #5 0 12' O.C. EA. WAY SECTION >> SCALE: 314' =1' -0" $2.1 (3) #5 CONT. COMPACTED FILL Browning Day Mullins Di•rdorf Inc 334 North Senate Avenue Indianapolis, Indiana 46204 317.635.5030 FAX 317.634.5409 STRUCTURAL CONSULTANT LAWSON ASSOCIATES ENGINEERING CONSULTANTS 650 EAST CARMEL DRIVE SUITE 310 CARMEL, INDIANA 46032 317 - 574 -9409 FAX 317- 574 -9431 J . z114" 4' e =� No. _. 21487= 1& o SrAU Of W 0 I ini������``, PRAIRIE VIEW GOLF CLUB Project No. 9443 9508S21 Drawn JDF Checked MJL Scale 3/4 " =1' -0" Date 9 -21 -95 Revision - Clubhouse— Foundation Sections