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HomeMy WebLinkAbout0614.95.236 Itc. 5 B 4 3.5 ILI,14 O C'14 c D D•1 20'-41 2 1 '-,r 2' -8 " -- ' 4TICO LINE 'BB' SEE SHEET S-4 METAL BUILDIN( COLUMN (TYP-) (9) SPA. 0 2'-42" 21'- C114 C14 2.5VS 1 Y C) C-4 W 1X 0 J" (8) SPA. 0 2'-21Z"o. (9) SRA. 1) 2'-6� o. - 16 - JA 22'--g" 17,-10-f) 3" , 1. f : 2.5VS Lq IC14 - - ----A C) N L m E F G H J.9'- K 21'-30 20'-4 2 20'- 111 17' 20' -11" 20'-10 20'- 10" 001-11" -- BRG. t.1"X6"X1Cr BRG. It.1"X6"X1(:r 2'-8" 4 4 eo 47- 60 < MATCH LINE '1313' SEE SHEET S-4 I (1 6)--� 1 )K 1 j to i ! cj /0\ 10 CN F + + C,4 N N C-4 ICN CN W27X84 2.5VS1 C'4 -14 1 3t: C) C> 3c: 2.5VS 1 EDG� OF SLAB ul) W21 X4 05 21 44 + (3)-18K FOUNTAJIN POQ1--'FRAMING 3 (3)-18K3 I ------ --- ABOVE. S% -SHT. S-4 lot- -101 C'14 >< >< C41 ®2'_42 "o.c.+ 1 3" 5 PA. (8) S PA 2'- (4) 0 2'. - 4" p. c. (8) SPA. 0 2' (4) 02 -4i b. 2 0 + 5j o.c, a . - - -1 p 99 , - -5r 4" (TYP 9'- 4! 1 y 1 21' 104 EAST i4r�o TD PIP A C14 pe") + -2C Q CD + (8) (8'-2C:K3 11,',10 AE OV CN TENNIS COURTS 04 1 C) C'4 IF W27X84 C-4 c1q C%4 C413EA 0 4 (0-- >< >< K\9 6)-.1 OK 1 C114 Y 14t C4 10 CN cn (9) SPk 00 2 -3-f o.,-.+ (9) SPk 40 2 -3--t 0-,-+ (D 2.5VS 1 0 4 1/ 4 18x35 W1 422 W1 4x22 W 1 8x35 13- + (9 S A. ) Z-6fo.c.+ 3) SPA. 0 2'-2- o.c. ) F ' I c. 22' --T 17'- 101" 2 EDGE OF SLAB 41C4 SLAB (9)-16K 7j C14 EDGE OF CN 9)-16k, + C,4 + �-J6 -,e 47 CD (TYP.)- 0 IF>< 7 C14 -`T -11 Y 0 N 3 C14 C'4 RACQUET 2.5VS 1 1 -0 ROD VERT 1- " 0 ROD VER X-BRACE BELOW 'BALL COURTS -RACE BELOW C-� 13 5� W2[I x5o �21 50 SEE SECT. 18/S-6 SEE SECT. 18/S-6 W21) 44 2104 '00o4' <1 C14 C-4 (9) SPA, 0 zo"-5'0.c + 4 (8) 5 2 -3j"o.c. + (9' SFA. 0 2 -4-r"0.c-+ (8) SPA. 0 o.c. (10) SPA, 0 2'--30'o-c + (9) S P A. 2'- 4 o. c. + .+ , --- R-- - -- -- - -- --- --- -- --- - I lit I �6)SPA02'-01"o-C,+ .14 - 18'-5 4 21'-91 --y I$ Je THICK CONCRETE SLAB W/ = 21'--3" 11--3"--; --,1' 1 METAL BUILDING 1 X C14 04 -3 - 12'-5-1" 3" 23 -0 X 6x6-WZ.9xW2.9 (42#) MESH CN 1'1:� — i COLUMN (TYP-) 16 C-4 •E IN C14 (0 --A- , I I 119f C1.4 OVER '"x28GA, FORM DECK (1 E)- 1 6K3 — C'4 "e i I cc + (18) - 1 61<3 (Typ. 16 D OTHERWISE) L C-,4 04 UNLESS NOTE SE) Ci 2.5VS 1 C) 47C.M.U. WALL ABOVE. ul) 351 2�5VS`I C) �R I IY18< W�4$5 1 1 *21450 CN -r3�, X cl WT. = 350 PLF X:)u i z- Q /- I I I - t. - - I - -- -I,- I - , —1 " —"\ / � I— �—. —, I --- —Z - -�-- n u co 20 2.5VS 1 �A 2.4 JOIST BRG. EL. 111 t-5' (TYP 0 THIS Wk-L) ! > Ln 4 3.5 ILI,14 O C'14 c D D•1 20'-41 2 1 '-,r 2' -8 " -- ' 4TICO LINE 'BB' SEE SHEET S-4 METAL BUILDIN( COLUMN (TYP-) (9) SPA. 0 2'-42" 21'- C114 C14 2.5VS 1 Y C) C-4 W 1X 0 J" (8) SPA. 0 2'-21Z"o. (9) SRA. 1) 2'-6� o. - 16 - JA 22'--g" 17,-10-f) 3" , 1. f : 2.5VS Lq IC14 - - ----A C) N L m E F G H J.9'- K 21'-30 20'-4 2 20'- 111 17' 20' -11" 20'-10 20'- 10" 001-11" -- BRG. t.1"X6"X1Cr BRG. It.1"X6"X1(:r 2'-8" 4 4 eo 47- 60 < MATCH LINE '1313' SEE SHEET S-4 I (1 6)--� 1 )K 1 j to i ! cj /0\ 10 CN F + + C,4 N N C-4 ICN CN W27X84 2.5VS1 C'4 -14 1 3t: C) C> 3c: 2.5VS 1 EDG� OF SLAB ul) W21 X4 05 21 44 + (3)-18K FOUNTAJIN POQ1--'FRAMING 3 (3)-18K3 I ------ --- ABOVE. S% -SHT. S-4 lot- -101 C'14 >< >< C41 ®2'_42 "o.c.+ 1 3" 5 PA. (8) S PA 2'- (4) 0 2'. - 4" p. c. (8) SPA. 0 2' (4) 02 -4i b. 2 0 + 5j o.c, a . - - -1 p 99 , - -5r 4" (TYP 9'- 4! 1 y 1 21' 104 EAST i4r�o TD PIP A C14 pe") + -2C Q CD + (8) (8'-2C:K3 11,',10 AE OV CN TENNIS COURTS 04 1 C) C'4 IF W27X84 C-4 c1q C%4 C413EA 0 4 (0-- >< >< K\9 6)-.1 OK 1 C114 Y 14t C4 10 CN cn (9) SPk 00 2 -3-f o.,-.+ (9) SPk 40 2 -3--t 0-,-+ (D 2.5VS 1 0 4 1/ 4 18x35 W1 422 W1 4x22 W 1 8x35 13- + (9 S A. ) Z-6fo.c.+ 3) SPA. 0 2'-2- o.c. ) F ' I c. 22' --T 17'- 101" 2 EDGE OF SLAB 41C4 SLAB (9)-16K 7j C14 EDGE OF CN 9)-16k, + C,4 + �-J6 -,e 47 CD (TYP.)- 0 IF>< 7 C14 -`T -11 Y 0 N 3 C14 C'4 RACQUET 2.5VS 1 1 -0 ROD VERT 1- " 0 ROD VER X-BRACE BELOW 'BALL COURTS -RACE BELOW C-� 13 5� W2[I x5o �21 50 SEE SECT. 18/S-6 SEE SECT. 18/S-6 W21) 44 2104 '00o4' <1 C14 C-4 (9) SPA, 0 zo"-5'0.c + 4 (8) 5 2 -3j"o.c. + (9' SFA. 0 2 -4-r"0.c-+ (8) SPA. 0 o.c. (10) SPA, 0 2'--30'o-c + (9) S P A. 2'- 4 o. c. + .+ , --- R-- - -- -- - -- --- --- -- --- - I lit I �6)SPA02'-01"o-C,+ .14 - 18'-5 4 21'-91 --y I$ Je THICK CONCRETE SLAB W/ = 21'--3" 11--3"--; --,1' 1 METAL BUILDING 1 X C14 04 -3 - 12'-5-1" 3" 23 -0 X 6x6-WZ.9xW2.9 (42#) MESH CN 1'1:� — i COLUMN (TYP-) 16 C-4 •E IN C14 (0 --A- , I I 119f C1.4 OVER '"x28GA, FORM DECK (1 E)- 1 6K3 — C'4 "e i I cc + (18) - 1 61<3 (Typ. 16 D OTHERWISE) L C-,4 04 UNLESS NOTE SE) Ci 2.5VS 1 C) 47C.M.U. WALL ABOVE. ul) 351 2�5VS`I C) �R I IY18< W�4$5 1 1 *21450 CN -r3�, X cl WT. = 350 PLF X:)u i z- Q /- I I I - t. - - I - -- -I,- I - , —1 " —"\ / � I— �—. —, I --- —Z - -�-- n u co 20 2.5VS 1 �A 2.4 JOIST BRG. EL. 111 t-5' (TYP 0 THIS Wk-L) ! > 3.5 ILI,14 O C'14 c D D•1 20'-41 2 1 '-,r 2' -8 " -- ' 4TICO LINE 'BB' SEE SHEET S-4 METAL BUILDIN( COLUMN (TYP-) (9) SPA. 0 2'-42" 21'- C114 C14 2.5VS 1 Y C) C-4 W 1X 0 J" (8) SPA. 0 2'-21Z"o. (9) SRA. 1) 2'-6� o. - 16 - JA 22'--g" 17,-10-f) 3" , 1. f : 2.5VS Lq IC14 - - ----A C) N L m E F G H J.9'- K 21'-30 20'-4 2 20'- 111 17' 20' -11" 20'-10 20'- 10" 001-11" -- BRG. t.1"X6"X1Cr BRG. It.1"X6"X1(:r 2'-8" 4 4 eo 47- 60 < MATCH LINE '1313' SEE SHEET S-4 I (1 6)--� 1 )K 1 j to i ! cj /0\ 10 CN F + + C,4 N N C-4 ICN CN W27X84 2.5VS1 C'4 -14 1 3t: C) C> 3c: 2.5VS 1 EDG� OF SLAB ul) W21 X4 05 21 44 + (3)-18K FOUNTAJIN POQ1--'FRAMING 3 (3)-18K3 I ------ --- ABOVE. S% -SHT. S-4 lot- -101 C'14 >< >< C41 ®2'_42 "o.c.+ 1 3" 5 PA. (8) S PA 2'- (4) 0 2'. - 4" p. c. (8) SPA. 0 2' (4) 02 -4i b. 2 0 + 5j o.c, a . - - -1 p 99 , - -5r 4" (TYP 9'- 4! 1 y 1 21' 104 EAST i4r�o TD PIP A C14 pe") + -2C Q CD + (8) (8'-2C:K3 11,',10 AE OV CN TENNIS COURTS 04 1 C) C'4 IF W27X84 C-4 c1q C%4 C413EA 0 4 (0-- >< >< K\9 6)-.1 OK 1 C114 Y 14t C4 10 CN cn (9) SPk 00 2 -3-f o.,-.+ (9) SPk 40 2 -3--t 0-,-+ (D 2.5VS 1 0 4 1/ 4 18x35 W1 422 W1 4x22 W 1 8x35 13- + (9 S A. ) Z-6fo.c.+ 3) SPA. 0 2'-2- o.c. ) F ' I c. 22' --T 17'- 101" 2 EDGE OF SLAB 41C4 SLAB (9)-16K 7j C14 EDGE OF CN 9)-16k, + C,4 + �-J6 -,e 47 CD (TYP.)- 0 IF>< 7 C14 -`T -11 Y 0 N 3 C14 C'4 RACQUET 2.5VS 1 1 -0 ROD VERT 1- " 0 ROD VER X-BRACE BELOW 'BALL COURTS -RACE BELOW C-� 13 5� W2[I x5o �21 50 SEE SECT. 18/S-6 SEE SECT. 18/S-6 W21) 44 2104 '00o4' <1 C14 C-4 (9) SPA, 0 zo"-5'0.c + 4 (8) 5 2 -3j"o.c. + (9' SFA. 0 2 -4-r"0.c-+ (8) SPA. 0 o.c. (10) SPA, 0 2'--30'o-c + (9) S P A. 2'- 4 o. c. + .+ , --- R-- - -- -- - -- --- --- -- --- - I lit I �6)SPA02'-01"o-C,+ .14 - 18'-5 4 21'-91 --y I$ Je THICK CONCRETE SLAB W/ = 21'--3" 11--3"--; --,1' 1 METAL BUILDING 1 X C14 04 -3 - 12'-5-1" 3" 23 -0 X 6x6-WZ.9xW2.9 (42#) MESH CN 1'1:� — i COLUMN (TYP-) 16 C-4 •E IN C14 (0 --A- , I I 119f C1.4 OVER '"x28GA, FORM DECK (1 E)- 1 6K3 — C'4 "e i I cc + (18) - 1 61<3 (Typ. 16 D OTHERWISE) L C-,4 04 UNLESS NOTE SE) Ci 2.5VS 1 C) 47C.M.U. WALL ABOVE. ul) 351 2�5VS`I C) �R I IY18< W�4$5 1 1 *21450 CN -r3�, X cl WT. = 350 PLF X:)u i z- Q /- I I I - t. - - I - -- -I,- I - , —1 " —"\ / � I— �—. —, I --- —Z - -�-- n u co 20 2.5VS 1 �A 2.4 JOIST BRG. EL. 111 t-5' (TYP 0 THIS Wk-L) -3: C3 Ln cn C-4 Ne CC N -- C"4 d- i5 S4 JK i 10KI i0o 10K1 L-4x3x*4 -4- U 60 L4x3x-L 4 --7 ! > Ln 2 (8,-2jK7 D.c. -3: C3 Ln cn C-4 Ne CC N -- C"4 d- i5 S4 JK i 10KI i0o 10K1 L-4x3x*4 -4- U 60 L4x3x-L 4 --7 <� C) C14 L7,11 1 Ln 9-6" 4 m <§> WATERPROOF SLAB L SHADED) 2"--THICK NOMINAL WT. CONCRETE TOPPING W 6x6-W1.4x'W1,4 (21#) MESH OVER MEMBRANE OVER 3" THICK CONCRETE SLAB W/ 6x6-W2.9xW2.9 (42#) MESH OVER x28GA. FORM DECK 21' -p" 26-8-1" 4 J$ - ---- -- — ----- <P\ 10 i it 19)-1 dK 1 C. WALL ABCVE. ---, p 1 i t. = 9p I - 20 PLR 3" 1 (71 0 2'-1 o.c. �-1-3" & A )AD' L 5 1 0 (8) SPA. 0 2'- 59 o.c. O.C. 3 p c.+ \11 I SRA. 9 (10) 3P 0 2' 3 ox + 6) SPA @ 2'- �.c.+ (10) SPA, @ 2'--3"'o.c + (5) 0 2'-.5"o.c. 'L)f2'--3�--0-cm (4 2'-3w� c. 3)02-- 51" )-c'. (111 SRA. 1) "-3fo 4 -- t -0 19, 8 4'- 7" 23 9'-0' 7'- 4' 25'--47 2 5'- 47 2',"-(; 14 -1 C`4 2.5VS 1 �4x V-1 f @ 2" .c. Lc) '�x A I W 6x p6 x x WDEPTH 0 SIAB 4x 4-1 0 2" .c. 2 x5j W2, x4 I I r - Z �, 1 -0 PT 0 -- SLAB 2.7 IDI (28)-24036- - 12 )-22K 121, LO) DS -ORV WALL LOADS (23)-16K? PL S ADDMONAL CONCE�TRATED UNI —104 (1 E)--2 2K7 "44 C)NT MI DE ITH C14 10 3)02'1-0- o.c. 01 + + 12'- 0 0. 8"G.M. J. WALL ABOVE, (9) SPk. 40 �-3 �wo OF 3LAE BELOY C.M.0 (10) PA Z-A 0.c + W) M I 411 WT, 54() PI-F AL S( (P X Lt. 8' - 23 -0 2Y 2 '2.4 I lb LO 470 C4 Z., W1 x26 W�4�6 W246 x6j 1 22, 424476 W?4xT6 , I I -, --- I I f I - I I N24 4W41. /I C*,4 .11c, I 22K7 8 c. + 0 E-- --- -41 C14 4 Lr) STAIR ' r At- V 1 SRA. D -'-32 0 -J.5 S4 + �D At� .41 a 22K7 -104 25',-7" C14 CI-4 I j �1- - 1 x -4 �C t 4 1 C14 �— + (10)-14Kl �/� 10) -1 4K1 1 4K -4 10, (1C)-1 4K1 CN 0-4 71 7 X 221<7 01 ->4<- C14 -.4- — + + + C) U) 16 31 �1631 V 1 631 1 1 1w, �x2Q C14 (0 '42476 (-1,-81") W2468 (-2'- 2 2 W24x76 (-l'-81 �W2476 (-l'-81 A C'-4 22K7 4> :z a: LLj C) (.n CL GYMNASIUM 0 (-) ,I- CD 1 11 1--, X n :z NOTE: CONTRACTOR TO COORDINATE 9-- N FLANGES OR p LJ C-) -3: CL ALL OPENINGS I + 6" STEMS OF PRECAST CONCRETE TEES Awr W/VENDOR c; C14 u 99, — 0 -. -4 - - - -- - -- C-4 - - - 5�( ANQ FACE)+ AT SIDEGROUT 0 # 4 o.c. S IN w 4> OF ALL OPENINGS,-THESE ' N 2 WALLS ONLY, SEr' a_ LOAD BRG. DETAILS A/S-6. U-) C.M.U. WALL. ABOVE tc) l W24 7 84 (-l'-8'") W2484 1'-82 ') W24x84 (-11'-8i it z Z' x + E C4 0 X CA c=1 (TYP. 0 THIS WALL) a* v- cn 06 roloo i 10 cf) o20 CD C) r�j Lr,3 Fe I " C'4 II W1 6x26 lqt- W16x26 n GL E if ( -2'- 102 ") 10 7 ld I> '�7 BRG It-l"x7"x9" tK L3x3x6' 2 (3)-1OK1 (4) SPA. (8,-2jK7 D.c. 8- <� C) C14 L7,11 1 Ln 9-6" 4 m <§> WATERPROOF SLAB L SHADED) 2"--THICK NOMINAL WT. CONCRETE TOPPING W 6x6-W1.4x'W1,4 (21#) MESH OVER MEMBRANE OVER 3" THICK CONCRETE SLAB W/ 6x6-W2.9xW2.9 (42#) MESH OVER x28GA. FORM DECK 21' -p" 26-8-1" 4 J$ - ---- -- — ----- <P\ 10 i it 19)-1 dK 1 C. WALL ABCVE. ---, p 1 i t. = 9p I - 20 PLR 3" 1 (71 0 2'-1 o.c. �-1-3" & A )AD' L 5 1 0 (8) SPA. 0 2'- 59 o.c. O.C. 3 p c.+ \11 I SRA. 9 (10) 3P 0 2' 3 ox + 6) SPA @ 2'- �.c.+ (10) SPA, @ 2'--3"'o.c + (5) 0 2'-.5"o.c. 'L)f2'--3�--0-cm (4 2'-3w� c. 3)02-- 51" )-c'. (111 SRA. 1) "-3fo 4 -- t -0 19, 8 4'- 7" 23 9'-0' 7'- 4' 25'--47 2 5'- 47 2',"-(; 14 -1 C`4 2.5VS 1 �4x V-1 f @ 2" .c. Lc) '�x A I W 6x p6 x x WDEPTH 0 SIAB 4x 4-1 0 2" .c. 2 x5j W2, x4 I I r - Z �, 1 -0 PT 0 -- SLAB 2.7 IDI (28)-24036- - 12 )-22K 121, LO) DS -ORV WALL LOADS (23)-16K? PL S ADDMONAL CONCE�TRATED UNI —104 (1 E)--2 2K7 "44 C)NT MI DE ITH C14 10 3)02'1-0- o.c. 01 + + 12'- 0 0. 8"G.M. J. WALL ABOVE, (9) SPk. 40 �-3 �wo OF 3LAE BELOY C.M.0 (10) PA Z-A 0.c + W) M I 411 WT, 54() PI-F AL S( (P X Lt. 8' - 23 -0 2Y 2 '2.4 I lb LO 470 C4 Z., W1 x26 W�4�6 W246 x6j 1 22, 424476 W?4xT6 , I I -, --- I I f I - I I N24 4W41. /I C*,4 .11c, I 22K7 8 c. + 0 E-- --- -41 C14 4 Lr) STAIR ' r At- V 1 SRA. D -'-32 0 -J.5 S4 + �D At� .41 a 22K7 -104 25',-7" C14 CI-4 I j �1- - 1 x -4 �C t 4 1 C14 �— + (10)-14Kl �/� 10) -1 4K1 1 4K -4 10, (1C)-1 4K1 CN 0-4 71 7 X 221<7 01 ->4<- C14 -.4- — + + + C) U) 16 31 �1631 V 1 631 1 1 1w, �x2Q C14 (0 '42476 (-1,-81") W2468 (-2'- 2 2 W24x76 (-l'-81 �W2476 (-l'-81 A C'-4 22K7 4> :z a: LLj C) (.n CL GYMNASIUM 0 (-) ,I- CD 1 11 1--, X n :z NOTE: CONTRACTOR TO COORDINATE 9-- N FLANGES OR p LJ C-) -3: CL ALL OPENINGS I + 6" STEMS OF PRECAST CONCRETE TEES Awr W/VENDOR c; C14 u 99, — 0 -. -4 - - - -- - -- C-4 - - - 5�( ANQ FACE)+ AT SIDEGROUT 0 # 4 o.c. S IN w 4> OF ALL OPENINGS,-THESE ' N 2 WALLS ONLY, SEr' a_ LOAD BRG. DETAILS A/S-6. U-) C.M.U. WALL. ABOVE tc) l W24 7 84 (-l'-8'") W2484 1'-82 ') W24x84 (-11'-8i it z Z' x + E C4 0 X CA c=1 (TYP. 0 THIS WALL) a* v- cn 06 roloo i 10 cf) o20 CD C) r�j Lr,3 Fe I " C'4 II W1 6x26 lqt- W16x26 n GL E if ( -2'- 102 ") 10 7 ld I> '�7 BRG It-l"x7"x9" tK L3x3x6' 2 (3)-1OK1 (4) SPA. 4'-8- D.c. 8- r 07 -11, y BRG. It"`x7-x9"-7 I 91 1% JOIST BRG. EL. 111'-4!' C) -c:> T WALL 1,-OFF HI 7'-9" -JJ* BRG. 1"x7"x 12" 25'-7 25— '-7" 25-4F` 25--4 BOTH ENDS 22-9" 2 l'-2" 61' -4" 4, D.7; \,E.8, G H.3 ).3 , PARTIAL MEZZANINE FRAMING PLA'N-- _- 1/8 = tf-0 N � A Z � �H �' Z w W �H W � pmmq CID m zn -4 ob 53 • 2/9/95 _j S-2 93D4-C30 SSA PROjE Nc. 9450.05 FILE NAME 5005MZP 1 -DWC, r @■■d■■■■■■■: soommommosm. sommommor � A Z � �H �' Z w W �H W � pmmq CID m zn -4 ob 53 • 2/9/95 _j S-2 93D4-C30 SSA PROjE Nc. 9450.05 FILE NAME 5005MZP 1 -DWC,