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Home My WebLink AboutPlansREFER TO RAFTER SIZE, SHEET 2 TOP OF COLUMN CONNECTION. SHEET 2 REFER TO COLUMN SIZE, SHEET 2 BASE PLATE CONNECTION, SHEET 2 BASE PLATE DETAIL, THIS SHEET REFER TO FOOTING DETAIL, THIS SHEET POOL SHELL BY OTHERS SWIM UP BAR CANOPY LAYOUT 1'-2„ 30'-0" r— —� r— —� i I TOP 14" ROUND PIER W/ 3x3' FOOTING, TYP N.T.S. a.. WET —SET BASE PLATE PER PLAN d (4) #5 CONT. REBAR. BEND REBAR WITH MIN. 1'6" HOOK, TIED INTO a REBAR MAT IN THICKENED SLAB e ' #3 STIRRUPS 6" O.C. Fy Lli POOL CONTRACTOR TO POUR SUPPORT PIER MONOLITHIC WITH AS THE POOL SHEEL W/ MIN. 4000psi SHOTCRETE d A < Q. REBAR MAT W/ #4 @ 10" O.C.E.W. 8 a CONTRACTOR TO POUR THICKENED SLAB MONOLITHIC WITH THE POOL BOTTOM W/ MIN. 3000psi CONCRETE e a 4 Q ° Q. - Q �0 L——— ——----� PIER AND FOOTING DETAIL N.T.S. TYP 6 1 /2" BASE PLATE 1/2" PLATE (4) H4L 5/8x24, MILD STEEL, 2" FROM EDGE Q 6" O.C. �. fl ALT: #5 REBAR, 24" LONG W/ 2" HOOK BASE PLATE DETAIL N.T.S. V YYII!!1 w9- Ii#-%II I ww II IIv'dii v I®r%Iv 1/8" = 1'-01. $44 CITY OF COLLEGE STATION BUILDING INSPECTION DEPARTMENT REVIEWED FOR COMPUANCE NOTES ON PERMIT :,,PER O COMMENTS %P.R TE ON P NS/SHEETS S .�BY DA offe'44e, weer 4&tAgy A40% tot `F � x tdHmica, ulp rites - " 867 r�W e 0 I CONSULTANTS AND ENGINEERS F-002685 2804 LONGHORN BLVD. AUSTIN, TEXAS 78758 (512) 836-7000 GEOSTRUCTURAL/STRUCTURAL GEOTECHNICAL/PAVEMENTS FORENSIC f CiC Lu 8_ _ ujLu _- } J 0 u uj cc 0 uj JOB No:1468000027.801 DATE: 5-12-14 DRAWN: KM CHECK: REVISIONS: 3-30-15 OLUMN SIZES � M 4-15-15 jCANOPY LAYOUT / \ICM W10x30-17' COLUMN W10x30-13' COLUMN 3/8" BEARING BLOCK W14x30 BEAM W10x17 RAFTER TOP OF POLUMN CONNECTIOI4 EXAIV N.T.S. \ � A \ 1 \ 1 I 1 x30-4' \\ W14x —30' \ W14x3 C C N N r7 r� N t� N M N r� N r7 N r� N r7 N r7 N r� N r7 N r7 N M I I I I I I I I I I I I I x x 0 0 x 0 x 0 x O x 0 x 0 x O x 0 x 0 x 0 x 0 x 0 W10 17 RAF E S © 3' O.C. 1 x30-4' W14x —30' W14x30 SWIM UP BAR - PLAN TYP COLUMN PER PLAN 11 x6.5" BASE PLATE 3/8" COLUMN CAP 3/8" WELD TAB 3/8" WELD PLATE W10x30 COLUMN W14x30 BEAM W10x17 RAFTER W10x30-17' COLUMN W10x30-13' COLUMN TYP ms TYP TYP "EGO TYP TYP A FRONT TOP OF COLUMN CON TYP TYP CFRONT TYP W10x17 RAFTER 3/8" COLUMN CAP 7x9x3/8" WELD TAB 3/8" WELD PLATE W10x30 COLUMN W14x30 BEAM W10x17 RAFTER /8" BEARING BLOC SWIM AFRAMING PLAN 1/8" = 1'-om I CONSULTANTS AND ENGINEERS F-002685 2804 LONGHORN BLVD. 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INV OUT 2" = 335.251 . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . STA 0+40.36 W-2) TOP= 340.35' TIE TO EXISTING 2" WATER INSTALL- 2- 2" 450 BENDS WITH THRUST BLOCKING INV OUT 2" = 335.02' 0 CTI 0 Ln m 0!5 Cp r- - C -0 m < M;0m 0 > ;0 4 < > m 0 to 0 j= --i X (A --i co Ln --I > -n > ZxZ m m M 4 w m;0 - m z 0 m 0 M C Z 0 r-: i > 0 -n > Z 0 z Z 0 > x Z > M x --i -.� M z M > m f- MrM0 22 m g z 5 z .. I X_ m -0 m;0 0 G) 0 Ln a =�z 15Q (n i m im ;0 Z 00 m m 0 m z z (n M -n 0 --� m z > > X --I > C)M 03: m n (1) Lf) M 0 m >< (J) 5 r) --i > (A0W Z 0 < m m A > --1 --q 0wo 0 5 :�j z rj) 0 0 m z O rQ- 0 0 M M > 0) -11 :E q > r- 0 M Cn r- M > M 0 n cn Fn 65 Fn m < -I mq z m ANN*, m W W J= ;a En m m m C' 5 0 0 0 'UD r. r m . Ca r, m Lo > (n 0 0 0 (A -m m M VENEZIAN Ca 71.4 m Lt) Z Ul 0 x m vi = C' �A 0 in A z 0 VILLAS TODD MCILHANEY ARCHITECTURE 01 co:>: %0 w 2 K w x Cl) -,C) < > x (0: ' : 5 Z COLLEGE STATION, TX 543 WILLIAM D. 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