INSTALL_1999 TANK TOP UPGRADE - Laserfiche WebLink

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CANOPY DIMN. rI-. T1 - i IT TYP, 2" 1'-4" 2' � - - '412 3/8 _ — -- _ I 1„-C/C COL'S. 122 3/8l I Y I I p< - 45' _ ° ' ” 1/4". ._ —_� -`TVP R = 1 4 ,w 8„ $�� _� EXIST W 8 x 28 1 I I i 1/4" / BASE PLATE 20" x 1" x 1'-$" SEE PLAN DIRECTION -tl I MAT'L A572 GR.50 I I ! TYP cx 45' t R - 1/4- t/ I 4" c I I I I €'L, 3/8" THK.--� 1 P - - I �- — COLUMN TS 10" x 10" N - 45 R = 1/4" (4) 1 1/4" 0 x 4'-0" „ l A--307 ANCHOR BOLTS NEW TS 10 x 10 x 1/4" TS 110 x 10 x 1/4" GOL,S11IL' �- (4) REQ,Q. 11 a TYPICAL BASE AD91A1 IU' TOP OF SLATS 1 TOP OF SLAB @ NEW FTG. # 2 D �'1��.. Q ELEV. + 0 ELEV. + I NEW COL. STUB TS 10' x 10" ' I I TYP. COLUMN SPLICE D E TA I L j I HIGH POINT OF SLAB 3"0 DOWNSPOUT � ^_ 1 0 CD BY G.G. -� i TDP OF ALL LEVELING I j i PLATES TO BE AT THE SAME ELEVATION BASE PLATE 20" x 1"x V-8' r I TOE' OF SLAB -� I_l'W FTG_E3 TOP OF SLAB NEW FTG. 4 C� ELEV. 0 ELEV. + a a _ -- ti , 4 NATURAL_[ GRADE, FROST LINE � T � � � _T_ 1 OR 907, C0MPACTED FILL a °- a o I I ---IST=I �� p• I � D� I �¢ — I I —III—IEE-:IjiI X111- 1—�lll I--iTf- ''- ..I 1 ITI I i_ D tz— (3) 3 TIES 0 TOP i z O 4 - 15 VERTICAL BARS l i o D f D I dal , EA. FACE E� AT ° . ED ` T cc { t 1 � 1 "10N PLAN 1 L #3 HORIZ 12"ONTAL TIES o.c. { . CONCRETE: 3" CLEAR TYP, Concrete used for foundations and footings shall be machine mixed with a Compressive 3'-6" SQUARE ��• strength of 2,500 p,s,i. minimum. (NO SPECIAL INSPECTION REQUIRED) 3'-6" ROUND DRILLED (ALTERNATE) Cana Fooking Note; rYPIcAl� FOOTING, sECTlory Pier footing design assumes min. 12'--0" of natural grade or 90 % compacted fill rakily outward from tap of footing centerline. Pea gravel fill is generally not acceptable for this type of If footing is to be installed in or near tank hole filled CERTII'IFD WELDER AND DEPUTY INSPECTOR IS With pea gravel, contact MADISON for revised footing design. w REQUIRED ON ALL STRUCTURAL FIELD WELDING. - --- N O � _ u 135' HOOK MARK DATE REVISION BY AP'V'D. #3 HORIZONTAL TIES C 0 12" o.c. 3 HORIZONTAL TIES M A D I ON @ 12" o.c 5 VERTICAL BARS IT IS THE OWNERS RESPONSIBILITY TO CONVEY TO ALL CONTRACTORS "THAT iT 1S THEIR NOTE T . X« 4 - EA. FACE RESPONSIBILITY TO INSURE THAT THE SITE IS PROPERLY EXCAVATED Atli) GI'AI:IED. DURING CONCRETE FORMING AND AFTER THE POUR, THE CONCRETE SHOULD BE CHECKED FOR PROPER "PRIOR TO POURING I (1(..,111 II ONS PLEASE NATE; „ ELEVATION, LEVEL SQUARE AND CORRECT DIMENSIONS, A MADISON �;T I;;I j -� - TILT-.WALL BUILDINGS: � ��Q �� CLL AD SON 1ND� _ ,�8 4061 w « THE MOST CRITICAL PHASE OF FOUNDATION PREPARATION IS IN THE PFTCISE LOCATION OF AND REQUEST SIGNED iI 'I 'I',t `. .D FOUNDATION MADISON WELL PROVIDE ALL LEVELING PLATES AND ANCHOR (12) -- # 5 VERTICAL BARS ( RELOCATE 40'-7' x 52'-241/2" (4) COI., CANOPY C, '.I ;l DOLTS. � « • • a NEW FOOTINGS ANCHOR BOLTS. MEASUREMENTS FOR ANCHOR SOUS PLACEMENT MU. f C'L F XACT AND DRAWINGS WITH TIME . ` I,.,1 ELEVATIONS CANOPIES: '``' �""" — — �-- FOUNDATION PLAN SHOULD BE RECHECKED TO ASSURE PROPER LOCATION. AND FOOTING DEPTH 01i (Py1[H' i�. INS') -- - - -- F THE ANCHOR BOLTS AND TEMPLATES ARE NOT SUPPLIED IN roe LOCATION- SHELL STA. / 3011 W. BENJAMIN HOLT DR. �I THE MADISON CONTRACT THEY MAY BE ORDERED FROM: ALTERNATE 1�C►u�® _RNO �E EQ0,n sTacxTON , CA. CORRECTION OF LOCATION, OF ELEVATION AND OF DIMENSIONAL ERRORS MUST BE MADE PRIOR s 0-w/o - -" - - r- TO THE ARRIVAL OF THE ERECTING CREWS AND PRIOR TO THE ERECTIi7;1 of THE STRUCTURE. MADISONItDUSMES 11431 — 3628 FC�O.�,�. .F��I�1FOI�CIC�ND�TA1LS ---- -------_ AFTER THE FORMS HAVE BEEN REMOVED, ALL THE TRENCHES, HOLES AHD UNEVEN SITE Phone # 323-5$3-4061 SCALE: _I4" =1'-0" art Na. Cg -SH- 206M ( MS CONDITIONS MUST BE LEVELED TO INSURE A SAFE WORKING AND ACCESS AREA, ACCEPTABLE Please colt for a quote, DRWN. BY; J. TARIN w No. H TO LOCAL, STATE, FEDFRAL AND O.S.H.A, AGENCIES. DATE : 7/23/99 CF-1 SHOWN I DETAL. BY: _ FILE No. SHEET OF DATE : SEE MARGIN 1 -