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HomeMy WebLinkAboutPROJECT INFORMATION 2CST STORAGE ISO.0534 345 Harvestore Drive Dekalb, IL 60115-9607 U.SA. 815-756-1551 Phone, 815-756-7821 Fax Project Name: THE GROVE COMMUNITY Aglakopy Project Location: Fort Pierce, Florida FILE Dealer: Florida Aquastore and Utility Construction, Inc. 4722 NW Boca Raton Blvd.; Suite C-102 Boca Raton, Florida, 33431-6358 Phone: (661) 994-2400 Fax: (661) 994-2444 Project Number: 1606223 Submittal Release. No.: 2 Aquastore Glass Fused to Steel Bolted Storage Tank BY 36' diameter (nom.) x 28' high (nom.) Model 3628 St. Lucie COuntl, Short Starter Foundation Panel interior coating: Vitrium fused glass with Edgecoat process Panel exterior coating: Fused glass Shell Exterior Color: Cobalt Blue Roof Exterior Color: N/A Date: July 12, 2016 EQuote # 1606223 rev. 6 Construction Method: Jack This domment wnsists of A pages. submitted by: Date: ,0112��1118000 Date: Expires: ,�1p%% %EL J. 0 .•4\ C E NSF,G •�� No .83638 ./ --�- M s 6 - p•'STATE_OF ; ��Z - � FZ -76�� : 4i A� Date: �ENd•`. -- ----- - , CST STORAGE Tank Project Drawing Index Document Number Document Title Y 1606223-001 Tank Drawing 1606223-010 Tank Calculations & Design Formulas 1606223-011 Tank General Notes 1606223-012 Tank Fastener Schedule 1606223-013 Tank Schematic 1606223-014 Tank Parts List y Foundation Project Index Document Number Document Title 1606223-002 Short Starter Foundation Drawing 1606223-003 Anchor Bolt & Leveling Plate Placement 1606223-020 Foundation Calculations 1606223-021 Foundation General Notes 1606223-022 Foundation Materials Schedule 1606223-023 Foundation Parts List 1606223-024 Foundation Fastener Schedule 1606223-025 Manufacturers Warranty - =_-- ---, CST STORAGE NOTES: 1. THIS DRAWING IS NOT TO SCALE. 2. REFER TO TANK SCHEMATIC DOCUMENT —013 FOR NUMBER OF RINGS IN TANK AND RESPECTIVE SHEET THICKNESSES. 3. THIS TANK IS NOT DESIGNED FOR ANY EXTERNAL HYDROSTATIC LOADING. LA WIND STIFFENERS — SEE TANK SCHEMATI —013 FOR TYPE AN LADDE BOTTOM OF SAFETY - CAGE TO FLOOR B' 246 NI DESIGN FREEBOARD CST COVERS ALUMINUM DOME ROOF 12 IR REL DESCRIPTION 5 mm 2300 Ib REL PER MIP 1606223 Vld3 4n M 06/28/16 III11 PP CUMENT �1111•I,.---., P CAGE LOCK i11'�I,.---., lIIj Jill' I'll 11085 mm __-�- TOP OF ROOF T•- 8664 ---�SHELL SHEET (13) PER RING FLOOR LEVEL m Immmmmm, "00 MEN GRADE LEVEL —/ %\OPpj�E.... .q�'�., 30M1NAL ( 62 mEm)NDAMETER �,%C NS�'.'•G �i� ( 1) REQUIRED No 63636 * * ELEVATION :�: e F�63636 B. FUSED GLASS SHELL COLOR COBALT BLUE n B CST SWRAGE o R OM W115 CONFIDENTIAL TYS MWINC G ME PROMIUI PROPS OF USED NOAARD'ROWLrD WRNplf W111E Elp'RE4 WRmEN coN OF WE couvun. C6T S1pPIGE COPWOG1rt .2016 N WGN15 REmfAD FILE: 1606223A FDRAWN BY SY DATE 06/25/16 3628 SSWT THE GROVE COMMUNITY )RT PIERCE, FLORI[ N0-1 1606223-001 DOCUMENT NUMBER: 1606223-010 TITLE: TANK CALCULATIONS REL.: 2 DATE: July 12, 2016 BY: SH SUMMARY OF TANK DESIGN INPUT DATA STRUCTURE MODEL 3628 FOUNDATION TYPE Short Starter SPECIFIC GRAVITY 1.000 HN PRESSURE RATIO 1.000 FREEBOARD 12.000 in 304.800 mm ROOF TYPE CST Covers Aluminum Dome ROOF WEIGHT 2.100 psf 10.252 kg/m2 SC ROOF HEIGHT 0.000 in 0.000 mm DC ROOF PROJ AREA 117.900 sq ft 10,953 sq m DC ROOF CENTROID 21.800 in 553.720 mm TOTAL ROOF HEIGHT 53.600 in 1361.440 mm ROOF SNOW LOAD 20.000 psf 0.958 kPa WIND DESIGN LOAD PER FBC / D103 /ASCE 7-10 (21.54 psf)` EXPOSURE DIRECTION ALL EXPOSURE FACTOR C Iw 3.00 WIND SPEED 170.000 mph 76.500 m/s WIND STIFFENER DESIGN PRESSURE 21.54 psf WIND PRESSURE ROOF SINGLE CURVATURE N/A WIND PRESSURE ROOF DOUBLE CURVATURE 21.539 psf SEISMIC DESIGN AWWA D103-09 Ss 0.068 S1 0.029 TL 8.0 SEISMIC IMPORTANCE FACTOR 1.500 SEISMIC DESIGN CATEGORY A SDs 0.072 SD1 0.046 SITE CLASS D FLAT BOTTOM GROUND SUPPORTED ANCHORED TANK. DESIGN BASE SHEAR V =0.019 W ANALYSIS PROCEDURE AWWA D103-09 ALLOWABLES USED AWWA D103-09 DESIGN METHOD ALLOWABLE STRESS DESIGN AQUA2 VERSION 3.8.2.1 TANK PART LIST REVISION No. 1 (Autosave 2016/07/15 09:03:58) FND. PART LIST REVISION No. N/A SUMMARY OF INTERNALLY ASSIGNED PARAMETERS BOLT DIAMETER 0.500 in 12.700 mm HOLE DIAMETER 0.562 in 14.288 mm TOP COURSE EDGE DIST 1.000 in 25.400 mm CONCRETE IN FNDN 0.000 in 0.000 mm DIST T/FTG TO B/FLR 0.000 in 0.000 mm TOTAL FNDN THICKNESS 0.000 in 0.000 mm STEEL FLOOR MATERIAL Not Applicable SHEET DENSITY 590.000 pcf 9451 kg/m3 STEEL ELASTIC MODULUS 30000000 psi 206843 MPa CONCRETE DENSITY 0 pcf 0 kg/m3 NET SHEET WIDTH 105.462 in 2679.000 mm NET STANDARD SHEET HT. 54.990 in 1397.000 mm STARTER PANEL HEIGHT 10.170 in 258.000 mm INVENTORY USED ws(1111) PAGE: 1 CST STC+RAG@ DOCUMENT NUMBER: 1606223-010 TITLE: TANK CALCULATIONS PAGE: 2 d 36 28 AQUASTORE STRUCTURE DESIGN SUMMARY (13 FULL LENGTH SHEETS PER RING/COURSE) COURSE THICKNESS THICKNESS SHEET MATERIAL LIMITING NUMBER (in) (mm) CODES CODE FACTOR(S) 1 0.0940 2.388 1101 110 2 0.0940 2.388 1101 110 3 0.0990 2.515 1201 2 [16,15] 4 0.0990 2.515 1201 2 5 0.1320 3.353 1201 2 [15] 6 0.1640 4.166 1201 2 [15] FND 0.1970 5.004 5320 2 WIND STIFF REQUIRED REQUIRED /ACTUAL SECT MOD DESCRIPTION STIFFENER AT BOTTOM OF COURSE 1 = 0.738 cu in / 1.102 cu in 3" Web Truss STIFFENER AT BOTTOM OF COURSE 2 = 0.725 cu in / 1.103 cu in 3" Web Truss STIFFENER AT BOTTOM OF COURSE 3 = 0.725 cu in / 1.106 cu in 3" Web Truss STRUCTURE DIAMETER = 36.37 ft 11084.68 mm HEIGHT OF STRUCTURE TO EAVE = 28.43 ft 8664.19 mm SLOSHING WAVE HEIGHT = 0.36 ft 108.94 mm MINIMUM FREEBOARD = 0.36 ft 108.94 mm VOLUME OF STRUCTURE TO EAVE = 29527 cu ft 836 m3 VOLUME OF CONTENTS = 28488 cu ft 807 m3 VOLUME OF CONTENTS = 213107 gal 806698 L VOLUME OF CONCRETE FND. = 0 cu ft O m3 WEIGHT OF EMPTY CYLINDER ABOVE = 18493 lb 8388 kg FLOOR WEIGHT OF ROOF = 2181 lb 989 kg SNOW (LIVE) LOAD = 20775 lb 9423 kg WEIGHT OF CONTENTS = 1777669 lb 806336 kg FOUNDATION WEIGHT = 0lb 0 kg TOTAL WEIGHT ON FOOTING = 1819118 lb 825137 kg WIND SHEAR AT TOP OF FOOTING = 24806 lb 110340 N WIND MOMENT AT TOP OF FOOTING = 393265 It -lb 533 kN-m SEISMIC SHEAR AT TOP OF FOOTING = 33934 lb 150947 N SEISMIC MOMENT AT TOP OF FOOTING = 370526 ft-lb 502 kN-m SEISMIC MOMENT MAT FOUNDATION = 545901 ft-lb 740 kN-m -�= CST STOFIAGB DOCUMENT NUMBER: 1606223-010 TITLE: TANK CALCULATIONS PAGE: 3 HOOP STRESS ANALYSIS —STRESS-(PSI)— Course Depth Press Net Allowable Hole Allowable Number (ft) (PSI) Tensile Tensile Bearing Bearing 1 3.7 1.6 5023 14566 15598 40500 2 8.2 3.6 11303 14566 35096 40500 3 12.8 5.6 16695 25400 25919 67500 4 17.4 7.5 22657 25400 35175 67500 5 22.0 9.5 21465 25400 33324 67500 6 26.6 11.5 20876 25400 32410 67500 FND 27.4 11.9 16134 26400 23350 67500 AXIAL STRESS ANALYSIS —STRESS-(PSI)— Course Axial Allowable Hole Allowable Number Compressive Compressive Bearing Bearing 1 197 849 1978 40500 2 216 849 2166 40500 3 224 894 2245 67500 4 242 894 2434 67500 5 201 1185 2014 67500 6 180 1466 1810 67500 FND 153 1751 1541 67500 Bolt Allowable Shear Shear 3734 29454 8401 29454 6534 29454 8868 29454 11201 29454 13535 29454 11714 29454 Bolt Allowable Shear Shear 473 29454 519 29454 566 29454 614 29454 677 29454 766 29454 773 29454 CST ST011"IE DOCUMENT NUMBER: 1606223-010 WIND STRESS ANALYSIS Course Axial Wind Number Comp Bend 1 36 21 2 54 53 3 71 93 4 89 149 5 86 164 6 88 182 FND 77 160 SEISMIC STRESS ANALYSIS Course Axial Seismic Number Comp Bend 1 36 40 2 54 77 3 71 123 4 89 193 5 86 220 6 88 256 FND 77 228 TITLE: TANK CALCULATIONS —STRESS-(PSI)— Total Allowable Hole Allowable Comp Comp Bear Bear 57 1132 573 54000 107 1132 1075 54000 163 1192 1641 90000 238 1192 2395 90000 250 1581 2510 90000 270 1954 2711 90000 237 2335 2377 90000 —STRESS-(PSI)— Total Allowable Comp Comp 76 1132 131 1132 193 1192 282 1192 305 1581 344 1954 304 2335 PAGE: 4 Bolt Allowable Shear Shear 137 39272 257 39272 414 39272 604 39272 844 39272 1132 39272 1192 39272 Hole Allowable Bolt Allowable Bear Bear Shear Shear 763 54000 183 39272 1317 54000 315 39272 1940 90000 489 39272 2831 90000 714 39272 3068 90000 1031 39272 3458 90000 1444 39272 3056 90000 1533 39272 �- --, CST STORAGE DOCUMENT NUMBER: 1606223-010 TITLE: TANK CALCULATIONS PAGE: 5 SEISMIC STRESS ANALYSIS CONTINUED —STRESS-(PSI)— Course Hydro -Dynamic Total Allowable Number Hoop Hoop Tensile 1 187 5211 19421 2 283 11586 19421 3 367 17062 33867 4 448 23105 33867 5 379 21844 33867 6 327 21203 33867 FND 275 16409 33867 CST STORAGE DOCUMENT NUMBER: 1606223-011 REL: 2 TITLE: TANK GENERAL NOTES PAGE: 1 TANK DESIGN SPECIFICATIONS This tank is designed in accordance with the AVWVA D103-09 Specification. See page 1 of Document 1606223-010 for Summary of Tank Design Input Data. COATINGS SPECIFICATIONS Coatings used on components of this tank are in compliance with the appropriate sections of AW WA Standard D103. STRUCTURE BOLT SPECIFICATIONS Structure bolts are carbon steel, zinc mechanically deposited per the latest revision of ASTM B695, class 50,type 1;with 1/2"-13 UNC-2A thread, and conform to AWWA D103-09, Section 4.2.1 and 4.2.2, as noted below. A. 1 inch long and 1-1/4 inch long bolts conform to the mechanical properties of SAEJ429, Grade 5 - equivalent to the mechanical properties of ASTM A325. B. 1-1/2 inch long and longer bolts conform to the mechanical properties of SAEJ429, Grade 8 - equivalent to the mechanical properties of ASTM A490. Unless noted, all tank structure connections are bearing type connections, snug -tight condition, per ANSI/AISC 360-05. Tank manufacturer does not require special inspection per IBC, Section 1704. APPURTENANCE AND PIPING ORIENTATION Orientation of all appurtenances and piping connections shall be established in the field. THROUGH -THE -SHEET PENETRATIONS All openings through the tank side wall greater than 2 inches (51 mm) in diameter shall be reinforced in accordance with AW WA D103-09, Section 5.10. All openings through sheets having less than 24 inches (610 mm) between horizontal bolt lines, or having less than 24 inches (610 mm) of available sheet space from the floor surface up to the first horizontal bolt line shall not exceed a diameter of 2 inches (51 mm). These openings of 2 inches (51 mm) and less shall be reinforced in accordance with AW WA D103-09, Section 5.10. LADDER SPECIFICATIONS The ladder system is manufactured in compliance with AWVVA D103-09, Section 7.4 and meets minimum OSHA requirements. In addition, the tank ladder side rails are fabricated from 6061-T6 aluminum while the ladder rungs are fabricated from 6061-T4 aluminum. ATTACHMENTS TO THE TANK SHELL This tank is designed to support all attachments supplied by CST Storage. Unless noted otherwise in this document, the tank is not designed to support any loads from attachments supplied by others. Per AVWVA D103, all attachments made to the tank shall be designed so that no significant load is imparted on the tank wall. Attachments include those for piping, nozzles, mixers, brackets, supports, etc. VENT An adequate pressure/vacuum vent must be provided by the builder in order to prevent tank damage. --- CST STOR"19 DOCUMENT NUMBER: 1606223-011 REL: 2 TITLE: TANK GENERAL NOTES PAGE: 2 CATHODIC PROTECTION SPECIFICATIONS This tank is equipped with a cathodic protection system conforming to NACE SP0196-2011. This system is designed to protect the items described below. Entire submerged portion of tank sidewall and floor area including appurtenances supplied by the tank manufacturer. Submerged uncoated metal objects not supplied by the tank manufacturer totaling: 0 sq. ft. Submerged coated metal objects not supplied by the tank manufacturer totaling: 0 sq. ft. This system is suitable for use in liquid having a resistivity of 3500 - 5000 ohm -centimeters. Field verification of liquid resistivity is required after the tank is placed into service. The performance of the cathodic protection system may be adversely affected if the system is operated outside the resistivity range above. The presence of submerged uncoated metallic items, for which cathodic protection has not been provided by the tank supplier, may also adversely affect the performance of the cathodic protection system. Electrical isolation and/or the determination of the cathodic protection requirements for such submerged items shall be the responsibility of the owner or the owner's designated agent. Tank warranty issues may also be affected. For further information, refer to the instructions provided with the cathodic protection system. _-- CST STORE DOCUMENT NUMBER: 1606223-012 REL: 2 Structure bolt quantities at (H)orizontal and (V)ertical seams TITLE: TANK FASTENER SCHEDULE PAGE: 1 Thru the sheet fasteners BOLT LENGTHS: V 25.40 1 1/4" 31.75 1 1/2" 38.10 1 3/4" 44.45 2" 50.80 21/4" 57.15 21/2" 63.50 SEAM Wide H 1 0 190 31 156 0 0 0 SEAM V 1 312 0 0 0 0 0 0 SEAM Wide H 2 165 121 0 0 0 0 0 SEAM V 2 326 0 0 0 0 0 0 SEAM Wide H 3 169 117 0 0 0 0 0 SEAM V 3 663 0 0 0 0 0 0 SEAM Wide H 4 167 119 0 0 0 0 0 SEAM V 4 663 0 0 0 0 0 0 SEAM Wide H S 260 26 0 0 0 0 0 SEAM V 5 663 0 0 0 0 0 0 SEAM Wide H 6 0 286 - 0 0 0 0 0 SEAM V 6 0 663 0 0 0 0 0 SEAM Fnd. H 7 0 258 28 0 0 0 0 ACCESS DOOR 0 0 0 36 0 0 0 REINF. PLT. 0 0 110 0 0 0 0 Total: 3387 1780 169 192 0 0 0 CST STORAGE • DOCUMENT NUMBER: 1606223-012 Structure bolt quantities at (H)orizontal seams REL: 2 TITLE: TANK FASTENER SCHEDULE PAGE: 2 Truss Fasteners BOLT LENGTHS: _ 1 1/4" 31.75 C.S. 2 1/4" 57.17 C.S. 2 1/2" 63.50 C.S. 2 3/4" 69.85 C.S. 3" 76.20 C.S. 3 1/4" 82.55 C.S. 3 1/2" 88.90 C.S. SEAM Wide H 1 0 0 0 0 0 0 0 SEAM Wide H2 182 0 0 0 0 0 0 SEAM Wide H 3 182 0 0 - 0 0 0 0 SEAM Wide H 4 182 0 - 0 0 0 0 0 SEAM Wide H 5 0 0 0 0 0 0 0 SEAM Wide H 6 0 0 0 0 0 0 0 SEAM Fnd. H 7 0 0 0 0 0 0 0 Total: 546 0 0 0 0 0 0 CST 5TORAWE r DOCUMENT NUMBER: 1606223-013 REL: 2 Note: All brackets at top of specified ring. Rings are identified from top of tank to foundation Ring # Sheet Bracket Bracket Thick. Type Quantiq Use tapered spacer at top horizontal seam RING # : 1 0.0940" (2.4mm) BRKT 4 —( TYPE 3" Web Truss #261847) RING #: 2 0.0940" (2.4mm) BRKT 4 —( TYPE 3" Web Truss #261847) RING #: 3 0.0990" (2.5mm) NONE 0 —( TYPE 3" Web Truss #261847) RING #: 4 0.0990" (2.5mm) BRKT 2 RING #: 5 0.1320" (3.4mm) NONE 0 RING #: 6 0.1640" (4.2mm) BRKT 2 FND.: 0.1970" (5.Omm) BRKT 2 TITLE: TANK SCHEMATIC PAGE: 1 _-_ CST ST011ACie Vertical Bolt Line Shell Sheet Part No. 1V 260576KO100 1V 256047KO100 2V 256050-0100 2V 256050-0100 2V 256050-1200 2V 256050-0500 3V See fnd. parts list DOCUMENT NUMBER: 1606223-014 Item Quantity - 1 1 1 2 3 4 5 6 7 546 8 9 10 11 1 12 13 14 12 15 16 1 17 1 18 1 19 20 21 1 22 2 23 24 25 26 27 13 28 13 29 13 30 31 273 32 33 34 35 36 37 38 39 40 41 42 43 44 3387 45 1780 46 169 47 192 48 49 50 51 52 53 54 55 546 56 5801 57 5528 58 546 REL: 2 TITLE: TANK PARTS LIST PAGE: 1 Part No. Description 1606223-001 TANKASSEMBLY 1606223-002 FOUNDATION ASSEMBLY 262415-001 HHCS 1/2 X 1 1/4" SPCL. FNSH. 264391-000 MANWAY PLATFORM ASSEMBLY 265777-203 SEALER 98, CARTONS (BLACK) 264a82-ooa SHORT LADDER ASSEMBLY 258447-003 LADDER W/CAGE KIT 264769-000 LADDER DOOR ASSEMBLY 277652-000 GASKET, 30" 266215-1000 REINFORCING PLATE,.262' 261256-036 STIFFENER ANGLE 260577-003 SPLICE ANGLE 084373-000 TAPERED SPACER 261847-001CB WEB TRUSS, 3"-EPDXY 262000-001 STRUCTURE BOLT, V 262000-002 STRUCTURE BOLT, 1 1/4" 262000-003 STRUCTURE BOLT, 1 1/2' 262000-004 STRUCTURE BOLT, 1 3/4" 261974-000 WASHER, SPECIAL 252275-000 WASHER, 1/2' 262416-001 HEX. NUT, 1/2" HDZ 263525-001 HEX. NUT, 1/2" MDZ CST STOFt E DOCUMENT NUMBER: 1606223-014 Item Quantity 59 6074 60 6 61 1 62 63 3 64 65 66 2 67 1 68 1 69 1 70 3 71 3 72 73 7 74 75 76 77 78 79 80 81 1 82 13 83 1 84 85 86 13 87 26 88 89 13 90 12 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 REL: 2 TITLE: TANK PARTS LIST PAGE: 2 Part No. Description 081816.000 PROTECTIVE COVER 264913-000 BUSS BAR 276534-000 AQUASTORE CP LIT. PACK 266680-000 CATHODIC PROT. SYSTEM -MAG. 262778-000 DANGER DECAL 257240-000 INFORMATION SIGN 266182-000 NAMEPLATE 271220-000 OPERATORS MANUAL 262166-000 IMPORTANT DECAL 260581-000 TANK MOD. WARNING DECAL 268364-000 LADDER BRACKET ASSY. (LONG) 266217-0502 30" ROUND ACCESS DOOR SHEET 260576K0100 TOP RING SHEET 268570-036CB 30" ACCESS DOOR, NORMAL DUTY, EPDXY 256047K0100 SHELL SHEET 0.0940" HRS 256050-0100 SHELL SHEET 0.0990" HSLA 256050-1200 SHELL SHEET 0.1320"HSLA 256050-0500 SHELL SHEET 0.1640" HSLA CST STO RAZIE 38 — 9" FOUNDATION NOM. OUTSIDE DIA. 11735 mm NOTES: 1. THIS DRAWING IS NOT TO SCALE. REL DESCRIPTION 1 REL PER MIP 1606223 06/28/16 2. ITEMS INDICATED • TO BE SUPPLIED BY THE TANK MANUFACTURER. SEE • CST STORAGE 2 REL PER CUSTOMER REQUEST 07/15/16 PARTS SPECIFICATIONS CHART ON THIS DRAWING. 3. SEE DOCUMENT —022 FOR MATERIAL SCHEDULE. 36'— 4 3/ 8" NOM. DIA. AT TOP OF SHEET 11084 mm • FOUNDATION SHEEP (13) REQUIRED 1" (25 mm) CHAMFER OR ROUND • SEAL STRIPS WITH EDGING TOOL GRAY (TOP) BENTONITE (BOTTOM) CURB CIRCUMFERENTIAL REBAR • CST STORAGE PARTS SPECIFICATIONS OR 2 DLA REBAR — (2) BARS mm 13DIA #4 REBAR — (3) RINGS SPLICE: SPUCE: 90' (2286 mm) RODS (2) PER SHEET SPUCE: 22' (559 mm) 2 1/2" 8" • ANCHOR RODS FOUNDATION IN. 2 x 2 x 1/4 mm 51 z 51 z 6 63 mm� 203 mm FLOOR LEVEL ANGLES (1 (1) PER SHEET 5• GRADE LEVELING PLATES IN. 3/8 • 3-1/2 x 11 mm 10 • 89 x 279 127 mm 6• LEVEL (2) PER SHEET T & . '& 152 mm FOUNDATION IN. 3/4 DIA x 18 LG. mm 19 DIA x 457 LG6 254 mm 3052mm `` r \�'p' BOLTS 4 PER SHEEP 3" (76 mm) �// 217 %% , GRAVEL BACKFILL ///\�� �ji ��� 4 `,��Ays�'•,� � NO #3 FLOOR REBAR ON 10" (254 mm) CENTERS 102 mm * �� 6363g L _ Si�RAGE SPUCE: 16' (406 mm) '0 # °' ° : STATE oDwe. n�Mas soils CONFIDENTIAL luwixe rs Pnorna or UNDISTURBED EARTH AND/OR COMPACTED FILL / 0 '• 0 OF 0 F %. E T BE • rn W. llEc,v+o 0 xor ec TROUT EH C o NE (XNP.x.. 4 P aT •201e • LEVELING PLATE & FOUNDATION BOLTS �SsR I...•�N �''��NAL�EN��.•` %�dn� :6 WN SEE DRAWING —003 FOR LOCATIONS 3815mm �606223B SY ' FOUNDATION ANGLE 11130I�1 r DATE 06/28/16 36' SHORT STARTER FND. FL L 36 3,( #4 FOOTING TIE BARS C(Vf (78) TOTAL QUANTITY 3' (76 mm) CLEAR #4 CIRCUMFERENTIAL FOOTING REBAR 2" (51 mm) TP. CLEAR —FORMED FOOTING, GROVE COMMUNITY (4) RINGS SPUCE: 28" (711 mm) 24" L-6io 3"THE OTHERWISE (76 mm) TYP. CLEAR FORT PIERCE, FLORIDA mm SECTION THROUGH FOOTING oG 1606223-002 — 8" 203 mm 37'— 3 3/ 6" 11363 mm FOUNDATION BOLT NOM. BOLT CIRCLE 53 15/16" 1369 mm OUTER CHORD » ^ » FOUNDATION BOL I'1 LEVELING PLATE 1 W LEVELING PLATE 51 mm TOP OF FOOTING * FOUNDATION BOLTS 13 Deg. ANGLE 52" 1320 mm INNER CHORD A,•A A. -a SECTION "A -A" DESCRIPTION REL PER MIP 1606223 06/28/16 0`�PN1EL J�(((//�i�i .� %OEN''4gG i No 63636 =-�•:�--��� CST -� STATE OF ' . Q O R 10P-&N�6 S7�RAGE i';5�� - 4" �(/3°/2J1b�i s/ �: �� /o�wue..=Noolss W11�5 102 mm � 3Ii��" " "���,,` TITS DR�N�"O oIX�E1 PpOLVR,�1 � PMBY OF r"C 63 USED Non uvrsOµDucm WIIIgIR Rd: F%PNE4 WWf1FN OONSEW OF 111E oOWP J . CST i1 s �wopls NOTES: FILE: 1606223C 1. THIS DRAWING IS NOT TO SCALE. DRAWN BY SY 2. ITEMS INDICATED TO BE SUPPLIED BY THE DATE 06/28/16 TANK MANUFACTURER. SEE * CST STORAGE PARTS 36' SHORT STARTER FND. SPECIFICATIONS CHART ON DRAWING —002. 3. PLACEMENT OF ANCHOR BOLTS TO BE WITHIN 1/2" (13 mm) OF INDICATED CHORD DIMENSIONS. THE FOOTING FOUNDATION BOLT GROVE COMMUNITY ORT PIERCE, FLORIC AND LEVELING PLATE LOCATIONS °,al160 6223-003-003 TANK DESIGNATION: 1606223Rel. 2 Engineer: SH 7/12/2016 INPUT: Tank Diameter (ft): 36.37 Design per: ACI 318-05 Contents Height (ft): 27.43 Tank Type: Embedded Slab Thickness (in): 5 Embedded sheet thickness (in): 0.197 Slab O.D. (ft): 38.75 Embedment depth (in): 6.75 Foundation Depth (in): 12 Footer Depth (in): 15 Footer Width (in): 24 Self or Center Supported Roof: Self Allowable soil pressure (psf) 2,000 Specific Gravity of Contents: 1.00 Wind Shear (lbs): 24806 Subgrade Modulus - ks (pci): 56 Wind Moment (ft-lb): 393,265 Coef. . Active pressure - K,: 0.3 Seismic Shear (lbs): 33934 Concrete strength - f, (psi): 3,000 Seismic Moment (ft-lb): 370,526 Yield strength of steel - fy (ksi): 60 Sloshing Wave Height (ft): 0.36 Weight of Tank (lbs): 18,493 Weight of Roof (lbs): 2,181 Snow Load (psf): 20 CST STORAGE TANK DESIGNATION: 1606223 Rel. 2 RESULTS: Soil Pressure dead plus live load: 1820 psf dead plus live plus wind load: 1975 psf dead plus live plus seismic load: 1924 psf dead minus wind load: 119 psf dead plus live minus seismic load: 1671 psf Shear stress at inside of footer = 52 psi F.S .Overturning - Seismic w/ 450 line: 21.44 F.S. Overturning -Seismic (AW WA): 13.48 F.S. Overturning - Wind: 7.30 A, - foundation (both ways) layer at mid -height: A, - curb area: A, - footer bottom layer: A, - hoop steel: A, - vertical tie bars ( 2 legs) Engineer: SH <= 2000 psf (Allowable) <= 2667 psf (4/3 * Allowable) <= 2667 psf (4/3 * Allowable) No Uplift No Uplift <= 82 psi Shear Strength >= 1 Required >= 1 Required >= 1.5 Required 0.11 sq.in./ft [# 3 @ 10" o.c.] 1.33 sq.in. [2 - # 8] 0.40 sq.in. [2 - # 4] 0.34 sq.in. [2 - # 4] 0.27 sq.in./ft [# 4 @a, 17.5' o.c.] CST STORAGE 7/12/2016 DOCUMENT NUMBER: 1606223-021 REL: 1 TITLE: FND. GENERAL NOTES PAGE: 1 Minimum guidelines and specifications are given below. The owner or the owner's designated agent may amend or modify these guidelines and specifications, but in no case shall the requirements be less than those given below. FOUNDATION DESIGN See Tank Foundation Design Input Data Sheet for foundation design data. SITEWORK 1. Clear the site of all vegetation, organic materials, rubbish, debris, and other foreign or objectionable materials above the ground surface. Remove all top soil, stumps, large roots, buried logs, and other objectionable materials below the ground surface. 2. The foundation design contained in this submittal is based on the recommendations in the geotechnical report dated May 31, 2016 by Nutting Engineers Of Florida, Inc., project/report number 391.1. The recommendations contained in that report and all supplemental reports shall be followed. • 3. Soil beneath the entire tank and foundation shall be inspected and certified by a licensed geotechnical engineer prior to construction of the foundation to verify that the following criteria have been met. If the soil is not verified, or if the soil does not meet all of these criteria, the foundation design contained in this submittal shall be null and void. a. The soil shall be undisturbed soil or compacted fill. b. The soil shall have a minimum allowable bearing capacity of 2000 psf (95761 Pa) at depth below grade as noted in the geotechnical report. All soil beneath the entire tank and foundation shall meet or exceed the assumed minimum bearing capacity. c. The soil shall provide uniform support for the entire foundation. d. The soil shall be suitable in all respects to properly support the tank. . 4. The soils shall be inspected and certified as suitable immediately prior to placing of concrete. 5. All compacted fill shall be placed as recommended by the geotechnical report. 6. It is acceptable to banklearth form the sides of footings when and only when all of the following conditions are met: a. Soils suitable to bank forming are present. b. All OSHA and other safety precautions and requirements are met. c. All local and other regulatory and statutory requirements are met. d. The geotechnical report approves of the method. e. The correct concrete clear cover dimensions are maintained. 7. Orientation of connecting piping shall be established in the field. 8. Place all underground. piping then backfill and compact to site specifications. Inlet/outlet piping may penetrate ring walls provided the penetration is circular and limited to the middle two quarters of the wall height. All details of modifications to foundation reinforcement, cushioning needs, thrust blocks, and encasement shall be provided by others. Otherwise, all piping must pass beneath the footing unless the footing/foundation system has been designed and fully detailed by others to accommodate both a pipe passing through it and the proper transfer of tank loads to the supporting soil. Design of piping and/or encasement to resist foundation loads and provide adequate support for the foundations above is the responsibility of others. 9. If conditions exist which require footing and/or floor design details differing from those shown on the drawings herein, such new design and details shall be provided by the owner or the owners designated agent. CST Storage will not show details on its drawings other than those derived as a result of the design efforts of its own Engineering Department. CST STORME DOCUMENT NUMBER: 1606223-021 REL: 2 TITLE: FND. GENERAL NOTES PAGE: 2 CONCRETE WORK Concrete work shall conform to the requirements of ACI 301-05, published by the American Concrete Institute, Farmington Hills, Michigan, except as modified by the supplemental requirements noted below. 1. Concrete shall attain an ultimate 28 day compressive strength of 3000 PSI ( 20684 KPa). 2. Reinforcing bars shall conform to ASTM A615, grade 60. Welding of bars is not permitted. Field bending of partially embedded reinforcing bars shall conform to Section 3.3.2.8. 3. Cement shall conform to ASTM C150, Type 1 or Type II with air entraining admixture per ASTM C260 added at the mixer to achieve 4-6% by volume of entrained air at the point of concrete placement. 4. Maximum aggregate size shall be 1 1/2" (38 mm). Fine and coarse aggregate shall conform to ASTM C33, and the restrictions on reactive materials specified in ASTM C33, paragraphs 7.3 and 11.2, shall apply. 5. Ready mixed concrete shall conform to ASTM C94, Option A. The supplier shall be responsible for determining the proportions used in the concrete mitt. 6. Earth cuts may be used as formwork for footings only, provided the fooling depth does not exceed 48" (1219 mm). 7. Finished surfaces A. Rough form finish is acceptable for vertical surfaces. B. Floated finish is required for the Floor surface. S. The following sections of ACI 301-05 do not apply: 6 - Architectural Concrete 7 - Lightweight Concrete 8 - Mass Concrete 9 - Prestressed Concrete 10 - Shrinkage -compensating Concrete i_ CST STOR"F DOCUMENT NUMBER: 1606223-022 REL: 2 TITLE: FND. MATERIALS SCHEDULE PAGE: 1 These materials are to be furnished by the builder. Quantities are estimated. CONCRETE AND GRAVEL REQUIREMENTS: CONCRETE IN FLOOR: - Per 5' depth (127.0 mm) 24.5 cu. yds 18.8 m3 CONCRETE IN FOOTING: - Per 1" depth (25.4 mm) 0.7 cu. yds 0.5 m3 GRAVEL: - Per 3.0" depth (76.2 mm) 8.9 cu. yds 6.8 m3 Y_�:---- CST STORAGE DOCUMENT NUMBER: 1606223-023 Item Quantity Part No. - 1 1606223-002 1 13 261712-1300 2 13 257573-036 3 13 273882-000 4 13 261067-002 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 REL: 2 TITLE: FND. PARTS LIST Description SS FOUNDATION ASSEMBLY 0.1970" FND. SHT. HSLA FOUNDATION ANGLE SPLICE ANGLE TAPERED SPACER 52 013713-003 FOUNDATION BOLT, 3/4" 104 013542-005 WASHER,STD., 3/4" 104 013543-006 HEX. NUT, 3/4" 26 257516-000 LEVELING PLATE 26 019030-004 ANCHOR ROD, 1/2" 14 252488-000 SEAL STRIP 4 265777-203 SEALER 98, CARTONS (BLACK) 7 266030-000 BENTONITE SEAL STRIP 2 253730-002 SEALER PRIMER 143 081816-000 PROTECTIVE COVER 26 017500-086 CAP SCREW 1/2" X 1 3/4" 403 262000-002 STRUCTURE BOLT 1 1/4" 91 262000-003 STRUCTURE BOLT 1 1/2" 572 262416-001 HEX NUT, 1/2" HDZ 598 252275-000 WASHER, 1/2" _._ --- CST Si©R"E PAGE: 1 DOCUMENT NUMBER: 1606223-024 REL: 2 TITLE: FND. FASTENER SCHEDULE PAGE: 1 BOLT LENGTHS: 11. 11/4 11/2" 13/4" 2" ANCHOR 25.40 31.75 38.10 44.45 50.80 RODS VERTICAL 0 208 0 0 0 26 HORIZONTAL 0 195 91 0 0 ,-- --� , CST STORAGE CST LIMITED WARRANTY INDUSTRIESrNQ (Tanks & Covers) All of the following provisions on this page constitute CST Industries, Inc.'s LIMITED WARRANTY for its products, all of which are part of the terms and conditions of sale. LIMITED WARRANTY: CST warrants to the original buyer that our products will be free from defects in material and workmanship under normal conditions and use for a period of 12 months from the date of installation or 14 months from the date of shipment, whichever is earlier. This warranty may not be transferred or assigned to any other person or entity other than the original owner of the Project if different from the Buyer. This warranty does not contemplate any future performance by us. This Warranty is contingent upon and will be invalidated by our failure to receive full and timely payment of all invoices relating to the Project. EXCLUSIONS: This Warranty does not cover products or materials that are not manufactured or sold by us. This warranty does not cover products that have been altered or repaired by anyone other than us without our written consent. This Warranty excludes damage to or the failure of our products or systems as a result of: 1. Material defects or failures of products not manufactured by us; 2. Fire, flood, high winds, earthquake, lightning strikes, or other catastrophic events or other Acts of God; 3. Vandalism, physical abuse, misuse, neglect, accident, or other physical damage to the products or systems; 4. Exposure to chemicals or other substances, materials, or temperatures that are not anticipated; 5. Physical damage to the integrity of the products including but not limited to, penetrations, crushing, breaking, or other destruction; 6. Any change in use of the products or the project not expressly acknowledged and agreed to by us, including without limitation, the storage of materials with different composition, maximum bulk densities or flow characteristics, or a change in the process; 7. Structural design and operating performance issues, problems or consequences attributable in whole or in part to the correctness of design and operating parameters provided by Buyer or the correctness of interfacing work, material or services provided by Buyer (such as foundations or attached process or control equipment); and 8. Any failure to handle, store, transport, install, maintain, or operate our products in accordance with our instructions, applicable building codes, and standard industry practices. This includes, but is not limited to, proper operation and maintenance, filling and emptying. Ventilation and pressure/vacuum relief devices must be maintained by Buyer to assure that design pressures and vacuums are not exceeded. Grouting, if required, must be installed and properly maintained by Buyer. Tanks, covers, lining/coatings, cover structure or sheeting/panels, sealers and gaskets, etc. must be maintained by Buyer as necessary to protect against damage, wear and corrosion. Buyer must perform tank and cover inspections in accordance with Sellers guidelines and provide written inspection reports to Seller within two (2) months of each required maintenance period. All evidence of tank, cover, or tank lining damage, both internal and external, is to be repaired by Buyer using repair methods specified by Seller. • REMEDY: Your sole and exclusive remedy is limited to our providing you a replacement product or part, repairing the defective product or part, or paying you the prorated value of the defective product or part, at our sole discretion. We will not pay for the labor or other costs to remove or replace the defective product or part, including labor or other costs to remove the contents and/or clean a structure or obtain access to the defective product or part, or freight for shipment of the defective product or part. There may be certain circumstances where we will elect to repair the condition rather than provide you a replacement product or part, as an alternative remedy. In addition, there may be other circumstances that we elect to pay you the prorated value of the defective product or part based on the time remaining on the warranty, as an alternative remedy. This Warranty shall not have failed its essential purpose as long as we are willing to provide comparable replacement product or part or elect one of the alternative remedies. LIMITATION OF LIABILITY: THE WARRANTY DESCRIBED ABOVE IS THE ONLY WARRANTY MADE BY US AND SHALL BE IN LIEU OF ANY OTHER WARRANTY, EXPRESS OR IMPLIED, INCLUDING, BUT NOT LIMITED TO, ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. WE SHALL NOT BE LIABLE FOR ANY OTHER DAMAGE OF ANY KIND, INCLUDING BUT NOT LIMITED TO, LOSS OF REVENUES OR PROFITS, LOST SALES, LOSS OF CONTENTS, LOSS OF USE, ANY INABILITY OF BUYER TO PROVIDE PRODUCT OR SERVICES TO A CUSTOMER, INJURY TO PERSON OR PROPERTY (INCLUDING DAMAGE TO THE BUILDING OR ITS CONTENTS AS A RESULT OF FIRE, EXPLOSION OR OTHERWISE), ENVIRONMENTAL INJURIES, OR ANY OTHER INCIDENTAL OR CONSEQUENTIAL LOSS OR DAMAGE. THE TOTAL LIABILITY OF SELLER TO BUYER IN CONTRACT, TORT (INCLUDING FAULT, NEGLIGENCE OR STRICT LIABILITY) OR OTHERWISE RESULTING FROM OR ARISING OUT OF ANY CAUSE WHATSOEVER IN CONNECTION WITH THIS SALE SHALL UNDER NO CIRCUMSTANCES EXCEED THE EX -WORKS MATERIAL AMOUNTS ACTUALLY PAID TO US. This limitation of liability shall apply to any claim against us to the fullest extent permitted by law, including without limitation any claim of breach of contract, negligence, misrepresentation, nondisclosure, breach of any duty of good faith and fair dealing, violation of any consumer protection statute, or any tort claims. CLAIM PROCESS: To make a claim under this Warranty you must follow the claims process set forth in the Warranty Online service, which is available at partsonline.cstindustries.com. CST must be notified of all warrantable conditions within ninety (90) days of discovery. For reimbursement, all claims must be filed within forty-five (45) days after you discover the problem. Any action brought by you arising out of or in connection with breach of this Limited Warranty shall be commenced within ninety (90) days after the expiration of Warranty. Once a claim has been made, we have the rightto perform an on -site inspection of our products. 283970-000 Rev. 3 Page 1 of 2 ECN 15208 12/1/15 CST INDUSTR1E5iea LIMITED WARRANTY (Tanks & Covers) ADDENDUM TO LIMITED WARRANTY (TANKS & COVERS) DOCUMENT 283970-000 This Addendum applies to a five (5) year extended warranty for an Aquastore® brand liquid storage tank under the following conditions only: 1. Used only for the storage of municipal potable water, municipal sewage wastewater, or landfill leachate. This extended warranty shall void and terminate if the tank is used for any other liquid. 2. If the tank is purchased with an Aquastore brand cathodic protection system. If both conditions above are met, and when approved by CST, the extended warranty is for 60 months from the date of installation or 62 months from the date of shipment, whichever is earlier. 283973-001 Rev. 1 ECN 15195 11/3/15