Loading...
HomeMy WebLinkAbout0959.95.240 EXTERIOR WALL CONST. SEE ARCH. DWG'S. -� #4 0 #4 D% W /4'- HOOK FO OR 2x6 CONT. TREATED PLATE .6C24 METAL DECK SECTION �1 SCALE: 3/4 " =1' -0" $2.3 3"4 STD. PIPE STUB COLUMN REF. LINE - TOP /FLOOR EL +0' -0" ------------ TOP STEEL ( -)0' -6 11Z' Off- TOP/EMB. It .�- TOP /EMB. It W24 W21 ( -)2' -3 1 /2' ( -)2' -6 1 /4 if if if EMBEDDED PLATE 1 /Yx 7'x O' -10" #3 TIES 0 12" I I W /(2) 112"0 x Ir I HEADED STUD ANCHORS. (4) 16 VERTICAL BARS TYP. AT ALL BEAM POCKETS 8' SECTION r4 SCALE: 3/4 " =1' -0" Sz.3 #5 0 12" O.C. EA. WAY WATERPROOFING SEE ARCH. J5 DWL'S. 0 12' O.C. W /4' -0" PROJ. do STD. HOOK 6x6 - W1.4xW1.4 WWF FOOTING DRAIN 7 rW.x2'D. KEYWAY WITH CONT. WATERSTOP EXTERIOR WALL CONST. _ SEE ARCH. DWG'S. to U 1" CLR. AREAWAY 03 c� b, z i F3 io pd !o F.D. EXTERIOR WALL CIDIM. SEE ARCH. DWG'S. CONT. L4x3x1 /4 (LLH) L3x3x1 /4 x 0' -3' FIELD WELD TO .6C24 METAL DECK CONT. L4x3 CONTINUOUS HORIZONTAL BRIDGING --\ �- STEEL FLOOR JOIST b i 13 HOOKS 10 L 0 12' O.C. L3x3x1/4 x 0' -3" 2� W/1/2'0 SLEEVE ANCHOR BASEMENT 4" SLAB W /ONE LAYER 6x6 - W1.4xW1.4 WWF . . . . . . . . . . . ... 01 FOR INFORMATION NOT SHOWN SEE 1/S2.3 SECTION 2 SCALE: 3/4 " =1' -0" S2.3 TELL. BRICK- L5EDGE I I I I at b %0 t - GROUT POCKET SOLID 3 4/S2.3 AFTER BEAM IS 3.4 STD. PIPE INSTALLED. (1YP) STUB COLUMN DETAIL (i� SCALE: 3/4" =1' -0" $2.3 2x6 CONT. TREATED PLATE .6C24 METAL DECK 1 /TO A.B. 6x6 - W2.9xW2.9 WWF 0 2' -0" O.C. CONT. L4x3x1 /4 (LLH) .1. 5 0 If O.C. EA WL FLOOR JOIST (2) #8 #4 CLOSED TIES 0 12" O.C. (3) 18 -15 0 it O.C. EA. WAY 5'--' +0'—d 5 DWL'S. 0 12" O.C. 4- StA9 W /ONE LAYER Wit' —d' PROJ. & STD. 6x6 — W1.4xW1.4 WWF HOOK (—)11' -0" to SECTION r7� SCALE: 3/4 " -1' -0' 2.3 0 14 x 2' -d DWL'S. 4" SLAB JOINT 0 4' -O' O.C. 2' -0' ON GRADE FILLER #4 x 0 12" O.C. r ,. 6" COMPACTED ��� • J5 0 12' O.C. EA. WAY DRAINAGE FILL , r 7 4 5 0 12" O.C. EA WAY JOINT FILLER CONCRETE STEPS SEE 9/S2.1 3' -4" #5 x ��0 12" O.C. • #4 0 12' O.C. EA. WAY I 6" COMPACTED f DRAINAGE FILL • •�j /�jj \�j FOOTING 5 DWL 'S. 0 12" O.C. DRAIN W/4'-(f PROJ. do STD. HOOK . t (2) #5 CONT. 4 "W. x 2'D. 4 0 2' -0" O.C. M KEYWAY SECTION r3N SCALE: 3/4" =1' —0" $2.3 EXTERIOR WALL CONST. SEE ARCH. DWG'S. ---, 2x6 CONT. TREATED PLATE .6C24 METAL DECK 1/f4 A.B. 6x6 — W2.902.9 WWF 0 2' -0' O.C. 3 +o' —Cr CONT. L4x3x1 /4 (LLH) b • �, (2) #8 #5 0 'It O.C. EA. WAY STEEL FLOOR JOIST #4 CLOSED TIES 0 12" O.C. b r • AREAWAY (3) 8 BASEMENT- WATERPROOFING z SEE ARCH. i o #5 DWL'S. 0 'If O.C. 4" SLAB W /ONE LAYER • W /1' -Xi' PROJ. & STD. 6x6 - W1.4xW1.4 WWF #5 DWL'S. 0 12" O.C.------__ HOOK W /4' -0" PROD. & STD. (-)11' -0' HOOK 6x6 - W1.4xW1.4 WWF F.D. FOOTING DRAIN b i 5 4" W. x 2" D. #5 0 'If O.C. EA. WAY KEYWAY WITH CONT. WATERSTOP FOR INFORMATION NOT SHOWN SEE 1/S2.3 SECTION ri'), SCALE: 3/4 " =1' -0" 52.3 0 b b i +0' -0" a Browning Day Mullins Dierdorf Inc I 334 North Senate Avenue Indianapolis, Indiana 46204 317.635.5030 FAX 317.634.5409 STRUCTURAL CONSULTANT 4t? - 1AWSON ASSOCIATES ENGINEERING CONSULTANTS 650 EAST CARMEL DRIVE SUITE 310 CARMEL, INDIANA 46032 317 -574 -9409 FAX 317- 574 -9431 ``` 1�J E =* No. *: 21487 M= STATE of c� 0 N A L .t r PRAIRIE VIEW GOLF CLUB Project No. i Drawn JDF Checked MJL Scale 3/4 " =1' -0" Date 9 -21 -95 Revision - EXTERIOR WALL CONST. SEE ARCH. DWG'S. -� #4 0 #4 D% W /4'- HOOK FO OR 2x6 CONT. TREATED PLATE .6C24 METAL DECK SECTION �1 SCALE: 3/4 " =1' -0" $2.3 3"4 STD. PIPE STUB COLUMN REF. LINE - TOP /FLOOR EL +0' -0" ------------ TOP STEEL ( -)0' -6 11Z' Off- TOP/EMB. It .�- TOP /EMB. It W24 W21 ( -)2' -3 1 /2' ( -)2' -6 1 /4 if if if EMBEDDED PLATE 1 /Yx 7'x O' -10" #3 TIES 0 12" I I W /(2) 112"0 x Ir I HEADED STUD ANCHORS. (4) 16 VERTICAL BARS TYP. AT ALL BEAM POCKETS 8' SECTION r4 SCALE: 3/4 " =1' -0" Sz.3 #5 0 12" O.C. EA. WAY WATERPROOFING SEE ARCH. J5 DWL'S. 0 12' O.C. W /4' -0" PROJ. do STD. HOOK 6x6 - W1.4xW1.4 WWF FOOTING DRAIN 7 rW.x2'D. KEYWAY WITH CONT. WATERSTOP EXTERIOR WALL CONST. _ SEE ARCH. DWG'S. to U 1" CLR. AREAWAY 03 c� b, z i F3 io pd !o F.D. EXTERIOR WALL CIDIM. SEE ARCH. DWG'S. CONT. L4x3x1 /4 (LLH) L3x3x1 /4 x 0' -3' FIELD WELD TO .6C24 METAL DECK CONT. L4x3 CONTINUOUS HORIZONTAL BRIDGING --\ �- STEEL FLOOR JOIST b i 13 HOOKS 10 L 0 12' O.C. L3x3x1/4 x 0' -3" 2� W/1/2'0 SLEEVE ANCHOR BASEMENT 4" SLAB W /ONE LAYER 6x6 - W1.4xW1.4 WWF . . . . . . . . . . . ... 01 FOR INFORMATION NOT SHOWN SEE 1/S2.3 SECTION 2 SCALE: 3/4 " =1' -0" S2.3 TELL. BRICK- L5EDGE I I I I at b %0 t - GROUT POCKET SOLID 3 4/S2.3 AFTER BEAM IS 3.4 STD. PIPE INSTALLED. (1YP) STUB COLUMN DETAIL (i� SCALE: 3/4" =1' -0" $2.3 2x6 CONT. TREATED PLATE .6C24 METAL DECK 1 /TO A.B. 6x6 - W2.9xW2.9 WWF 0 2' -0" O.C. CONT. L4x3x1 /4 (LLH) .1. 5 0 If O.C. EA WL FLOOR JOIST (2) #8 #4 CLOSED TIES 0 12" O.C. (3) 18 -15 0 it O.C. EA. WAY 5'--' +0'—d 5 DWL'S. 0 12" O.C. 4- StA9 W /ONE LAYER Wit' —d' PROJ. & STD. 6x6 — W1.4xW1.4 WWF HOOK (—)11' -0" to SECTION r7� SCALE: 3/4 " -1' -0' 2.3 0 14 x 2' -d DWL'S. 4" SLAB JOINT 0 4' -O' O.C. 2' -0' ON GRADE FILLER #4 x 0 12" O.C. r ,. 6" COMPACTED ��� • J5 0 12' O.C. EA. WAY DRAINAGE FILL , r 7 4 5 0 12" O.C. EA WAY JOINT FILLER CONCRETE STEPS SEE 9/S2.1 3' -4" #5 x ��0 12" O.C. • #4 0 12' O.C. EA. WAY I 6" COMPACTED f DRAINAGE FILL • •�j /�jj \�j FOOTING 5 DWL 'S. 0 12" O.C. DRAIN W/4'-(f PROJ. do STD. HOOK . t (2) #5 CONT. 4 "W. x 2'D. 4 0 2' -0" O.C. M KEYWAY SECTION r3N SCALE: 3/4" =1' —0" $2.3 EXTERIOR WALL CONST. SEE ARCH. DWG'S. ---, 2x6 CONT. TREATED PLATE .6C24 METAL DECK 1/f4 A.B. 6x6 — W2.902.9 WWF 0 2' -0' O.C. 3 +o' —Cr CONT. L4x3x1 /4 (LLH) b • �, (2) #8 #5 0 'It O.C. EA. WAY STEEL FLOOR JOIST #4 CLOSED TIES 0 12" O.C. b r • AREAWAY (3) 8 BASEMENT- WATERPROOFING z SEE ARCH. i o #5 DWL'S. 0 'If O.C. 4" SLAB W /ONE LAYER • W /1' -Xi' PROJ. & STD. 6x6 - W1.4xW1.4 WWF #5 DWL'S. 0 12" O.C.------__ HOOK W /4' -0" PROD. & STD. (-)11' -0' HOOK 6x6 - W1.4xW1.4 WWF F.D. FOOTING DRAIN b i 5 4" W. x 2" D. #5 0 'If O.C. EA. WAY KEYWAY WITH CONT. WATERSTOP FOR INFORMATION NOT SHOWN SEE 1/S2.3 SECTION ri'), SCALE: 3/4 " =1' -0" 52.3 0 b b i +0' -0" a Browning Day Mullins Dierdorf Inc I 334 North Senate Avenue Indianapolis, Indiana 46204 317.635.5030 FAX 317.634.5409 STRUCTURAL CONSULTANT 4t? - 1AWSON ASSOCIATES ENGINEERING CONSULTANTS 650 EAST CARMEL DRIVE SUITE 310 CARMEL, INDIANA 46032 317 -574 -9409 FAX 317- 574 -9431 ``` 1�J E =* No. *: 21487 M= STATE of c� 0 N A L .t r PRAIRIE VIEW GOLF CLUB Project No. 9443 950BS23 Drawn JDF Checked MJL Scale 3/4 " =1' -0" Date 9 -21 -95 Revision - Clubhouse— Foundation Sections S?' 3 . 0