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HomeMy WebLinkAbout1059.95.22EXTERIOR WALL CONST. SEE ARCH. DWG'S. m M 'bo 1' CLR. m 1 ^ N O WATERPROOFING SEE ARCH. #4 0 12' O.C. EA. WAY #4 DWL'S. 0 12' O.C. W 14'-d' PROJ. & STD. HOOK FOOTING DRAIN -r- 'fW. x 2'D. KEYWAY WITH CONT. WATERSTOP - --// EXTERIOR WALL CONST. SEE ARCH. DWG'S. E LOI r! 1 N 1 N 4" 2x6 CONT. TREATED PLATE .6C24 METAL DECK 1/2"0 A.B. 6x6 - W2.9xW2.9 WWF 0 2' -0" O.C. CONT. L4x3x1/4 (LLH) 7 ::1 STEEL FLOOR JOIST �#3 HOOKS 10 L 0 12' O.C. 'b E NT 15 0 12' O.C. EA. WAY 1 -� 5 DWL'S. 0 12' O.C. 4' SLAB W /ONE LAYER # 6x6 - W1.4xW1.4 WWF W /4' -0' PROJ. do STD. HOOK b (2) #5 CONT. #4 0 2' -0' O.C. '►� 2' -6' SECTION SCALE: 3/4" =1' -0" $2.1 CONT. L4x3xi /4 (LLH) L3x3x1 /4 x 0' -,' i. FIELD WELD TO .6C24 METAL DECK CONT. 1-43 • • ONTINUOUS HORIZONTAL BRIDGING JL -72 STEEL FLOOR JOIST • #3 HOOKS 1° L 0 12' O.C. L3x3x14 x 0' -3' 2' W/1/2!0 SLEEVE ANCHOR BASEMENT 4' SLAB W /ONE LAYER • • 6x6 - W1.4xW1.4 WWF o� FOR INFORMATION NOT SHOWN SEE 1/S2.1 SECTION 2 SCALE: 3/47=1'-Cr $2.1 EXTERIOR WALL CONST. SEE ARCH. DWG'S. FOR CONTINUATION SEE SECTION 7/S2.1 EL. 0' (2) 18 CONT. -- \ b 1 1 T CLR. 14 0 12' O.C. --� b 'as CURB 0 EDGE JOINT FILLER (YYP) OF STEPS WITH CONCRETE STAIRS 3 HAIRPIN 0 12' O.C. AND 8/S2.1 (1) #4 CONT. #4 x 2' -0' DWL'S. • `+ 0 12' O.C. 6' COMPACTED DRAINAGE FILL z M � COMPACTED FILL 4•x 7 KEYWAY SEE PLAN FOR TOP/WALL ELEV. 16 0 12' O.C. VERT. WATERPROOFING • FREE DRAINING GRANULAR FILL • 3' -4' #5 x� 8" 0 it O.C. • STONE • :: �; �, � j- 6" DRAIN TILE .•� �" W /FABRIC COVER • #6 DWL'S. 0 12. O.C. #4 0 12' O.C. W /5'-T PROJ. do STD. HOOK #6 0 12' O.C.• 2' -Ir 1' -0' 3' -0' SECTION a SCALE: 3/4 " =1' -0" S2.1 TYPICAL WALL RONF. — WATEIMW SEE ARCH. #5 x b 12' O.C. #5 x b 0 17' O.C. TYPICAL CORNER DETAIL SCALE: 3/47=1'-O" COLUMN - SEE PLAN LL REINF. ,b 0 12' o.c. SEE ARCH. 1/7' JOINT FILLER BP 3/4'x12'x1' -0' AROUND COLUMN 1' GROUT AND SHIMS SLAB W/ BLOCK OUT SLAB AT ALL 6x6 -W1.4 x W1.4 WWF INTERIOR COLUMNS. OVER VAPOR BARRIER TOP /FOOTING SEE FDN. PLAN SEE FOUNDATION PLAN FOR REINFORCING REINFORCING CONT. L4x3x1 /4 (LLH) �I �.6C24 METAL DECK CONT. �� 4- / Y�fw[n' A.B. TYPICAL FOOTING DETAIL is1 SCALE: 1 /2" =1' -0" 16 SECTION 0 SECTION -r7 SCALE: 3/4" =1' -0" $2.1 19 - TREADS 0 V -6' = 28' -6' 1' TYP. • bi • #4 0 NOSING (TYP) T � #5 0 12' O.C. EA. WAY If COMPACTED DRAINAGE FILL COMPACTED #5 0 it O.C. EA. WAY GRANULAR FILL 8" 3' -0' 4' 1' • ( -) 0' -3 5/8' to _•_. ^ ( -} 0' -10 3/4' -N7 DRAINA COMPACTED W • \ E FILL bat: m 14 0 12' O.C. EACH WAY BOTTOM OF TURNED g, DOWN SLAB BEYOND SECTION i �o SCALE: 3/4=V-0" $2.1 SECTION s SCALE: 3/4 " =1' -0" $Z.i • • • 7 - TREADS 0 1' -6' = 10' -6' to • FOR INFORMATION NOT SHOWN SEE 8/S2.1 SECTION 9 SCALE: 314 " =1' -0" $2.1 4' SLAB ON GRADE WITH 6x6 - W1.4xW1.4 WWF CONTROL JOINTS 0 10' -0' O.C. MAX. EACH WAY. 1 14 0 12' O.C. • EACH WAY 8' 2' -0' COMPACTED FILL #4 0 12' O.C. EACH WAY • ( -) 0' -10 3/4' r7 1 u d• 4' 0 W�(HAIRPIN ) 0 12" Ce N • • `•d' - 8' -7' 6' COMPACTED 13 0 if O.C. EA. WAY i, �j\ �j� DRAINAGE FILL COMPACTED GRANULAR FILL � b 0 1 N Cn II i • 00 • 2' CAP ( -) 8' -2' ' / /\ / /� \ //\ 4` SLAB � JOINT FILLER ON GRADE 1' -D' COMPACTED ,FILL ( -) 0' -3 5/8' 15 0 12' O.C. EA. WAY b P, b 1 SECTION �2 SCALE: 3/4 " =1' -0° $2.1 SECTION >> SCALE: 3/4 " =1' -0" $2.� �- (3) #5 CONT. COMPACTED FILL Browning Day Mullins Dierdorf 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 �%% N���� -� `�OV•r�0 � S T � ,/�� /'i No. 21487 cc= TrAU A N D 1 x nine�G,1 PRAIRIE VIEW GOLF CLUB Project No. 9443 9 0BS21 Drawn JDF Checked MJL Scale 3/4" =1' -0' • ., � ,� ', 9 -21 -95 Revision - , fir' EXTERIOR WALL CONST. SEE ARCH. DWG'S. m M 'bo 1' CLR. m 1 ^ N O WATERPROOFING SEE ARCH. #4 0 12' O.C. EA. WAY #4 DWL'S. 0 12' O.C. W 14'-d' PROJ. & STD. HOOK FOOTING DRAIN -r- 'fW. x 2'D. KEYWAY WITH CONT. WATERSTOP - --// EXTERIOR WALL CONST. SEE ARCH. DWG'S. E LOI r! 1 N 1 N 4" 2x6 CONT. TREATED PLATE .6C24 METAL DECK 1/2"0 A.B. 6x6 - W2.9xW2.9 WWF 0 2' -0" O.C. CONT. L4x3x1/4 (LLH) 7 ::1 STEEL FLOOR JOIST �#3 HOOKS 10 L 0 12' O.C. 'b E NT 15 0 12' O.C. EA. WAY 1 -� 5 DWL'S. 0 12' O.C. 4' SLAB W /ONE LAYER # 6x6 - W1.4xW1.4 WWF W /4' -0' PROJ. do STD. HOOK b (2) #5 CONT. #4 0 2' -0' O.C. '►� 2' -6' SECTION SCALE: 3/4" =1' -0" $2.1 CONT. L4x3xi /4 (LLH) L3x3x1 /4 x 0' -,' i. FIELD WELD TO .6C24 METAL DECK CONT. 1-43 • • ONTINUOUS HORIZONTAL BRIDGING JL -72 STEEL FLOOR JOIST • #3 HOOKS 1° L 0 12' O.C. L3x3x14 x 0' -3' 2' W/1/2!0 SLEEVE ANCHOR BASEMENT 4' SLAB W /ONE LAYER • • 6x6 - W1.4xW1.4 WWF o� FOR INFORMATION NOT SHOWN SEE 1/S2.1 SECTION 2 SCALE: 3/47=1'-Cr $2.1 EXTERIOR WALL CONST. SEE ARCH. DWG'S. FOR CONTINUATION SEE SECTION 7/S2.1 EL. 0' (2) 18 CONT. -- \ b 1 1 T CLR. 14 0 12' O.C. --� b 'as CURB 0 EDGE JOINT FILLER (YYP) OF STEPS WITH CONCRETE STAIRS 3 HAIRPIN 0 12' O.C. AND 8/S2.1 (1) #4 CONT. #4 x 2' -0' DWL'S. • `+ 0 12' O.C. 6' COMPACTED DRAINAGE FILL z M � COMPACTED FILL 4•x 7 KEYWAY SEE PLAN FOR TOP/WALL ELEV. 16 0 12' O.C. VERT. WATERPROOFING • FREE DRAINING GRANULAR FILL • 3' -4' #5 x� 8" 0 it O.C. • STONE • :: �; �, � j- 6" DRAIN TILE .•� �" W /FABRIC COVER • #6 DWL'S. 0 12. O.C. #4 0 12' O.C. W /5'-T PROJ. do STD. HOOK #6 0 12' O.C.• 2' -Ir 1' -0' 3' -0' SECTION a SCALE: 3/4 " =1' -0" S2.1 TYPICAL WALL RONF. — WATEIMW SEE ARCH. #5 x b 12' O.C. #5 x b 0 17' O.C. TYPICAL CORNER DETAIL SCALE: 3/47=1'-O" COLUMN - SEE PLAN LL REINF. ,b 0 12' o.c. SEE ARCH. 1/7' JOINT FILLER BP 3/4'x12'x1' -0' AROUND COLUMN 1' GROUT AND SHIMS SLAB W/ BLOCK OUT SLAB AT ALL 6x6 -W1.4 x W1.4 WWF INTERIOR COLUMNS. OVER VAPOR BARRIER TOP /FOOTING SEE FDN. PLAN SEE FOUNDATION PLAN FOR REINFORCING REINFORCING CONT. L4x3x1 /4 (LLH) �I �.6C24 METAL DECK CONT. �� 4- / Y�fw[n' A.B. TYPICAL FOOTING DETAIL is1 SCALE: 1 /2" =1' -0" 16 SECTION 0 SECTION -r7 SCALE: 3/4" =1' -0" $2.1 19 - TREADS 0 V -6' = 28' -6' 1' TYP. • bi • #4 0 NOSING (TYP) T � #5 0 12' O.C. EA. WAY If COMPACTED DRAINAGE FILL COMPACTED #5 0 it O.C. EA. WAY GRANULAR FILL 8" 3' -0' 4' 1' • ( -) 0' -3 5/8' to _•_. ^ ( -} 0' -10 3/4' -N7 DRAINA COMPACTED W • \ E FILL bat: m 14 0 12' O.C. EACH WAY BOTTOM OF TURNED g, DOWN SLAB BEYOND SECTION i �o SCALE: 3/4=V-0" $2.1 SECTION s SCALE: 3/4 " =1' -0" $Z.i • • • 7 - TREADS 0 1' -6' = 10' -6' to • FOR INFORMATION NOT SHOWN SEE 8/S2.1 SECTION 9 SCALE: 314 " =1' -0" $2.1 4' SLAB ON GRADE WITH 6x6 - W1.4xW1.4 WWF CONTROL JOINTS 0 10' -0' O.C. MAX. EACH WAY. 1 14 0 12' O.C. • EACH WAY 8' 2' -0' COMPACTED FILL #4 0 12' O.C. EACH WAY • ( -) 0' -10 3/4' r7 1 u d• 4' 0 W�(HAIRPIN ) 0 12" Ce N • • `•d' - 8' -7' 6' COMPACTED 13 0 if O.C. EA. WAY i, �j\ �j� DRAINAGE FILL COMPACTED GRANULAR FILL � b 0 1 N Cn II i • 00 • 2' CAP ( -) 8' -2' ' / /\ / /� \ //\ 4` SLAB � JOINT FILLER ON GRADE 1' -D' COMPACTED ,FILL ( -) 0' -3 5/8' 15 0 12' O.C. EA. WAY b P, b 1 SECTION �2 SCALE: 3/4 " =1' -0° $2.1 SECTION >> SCALE: 3/4 " =1' -0" $2.� �- (3) #5 CONT. COMPACTED FILL Browning Day Mullins Dierdorf 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 �%% N���� -� `�OV•r�0 � S T � ,/�� /'i No. 21487 cc= TrAU A N D 1 x nine�G,1 PRAIRIE VIEW GOLF CLUB Project No. 9443 9 0BS21 Drawn JDF Checked MJL Scale 3/4" =1' -0' Date 9 -21 -95 Revision - Clubhouse— Foundation Sections