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HomeMy WebLinkAboutBLD2004-00627 MLA04-0058e 0UILDING PERMIT APPLIC SON Review Type:I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00627 Received Date: 10/4/2004 SITE ADDRESS: 105 BURNT TREE LN QUILCENE, 98376 OWNER: FREDERICK W HILLIARD PHONE: (360) 765-4009 BARBARA E S HILLIARD 107 BURNT TREE LN QUILCENE WA 98376 SUBDIVISION: Block: Lot: T 43+ PARCEL NUMBER: 501032020 Section: 3 Township: 25 N Range: 01 W CONTRACTOR: HILLIARD DESIGN LLC PHONE: 360-765-4009 107 BURNT TREE LN QUILCENE WA 98376 Contractor's License HILLIL"007K2 Expires 3/21/2004 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION WATER TANK/CATCHMENT SYSTEM :;LZ A iy" >>)(et361L TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP PLM MAIN: VALUATION 20,000.00 ADD'L: HEAT TYPE: CODE EDITION: 2003 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: SHORELINE: CONST TYPE: GARAGE: SETBACK: CONST TYPE: DECK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: Seismic Streams Total: Total: Flood Way Floodplain F&W Landslide Routing Date: 'Q( _I (Oct yv.i.).7 Shoreline Aquifer Forest: Commercial Rural / a Type Amount Paid By: Date: Receipt: A PP RCN CN F.n. Permit $335.25 KAS 10/04/04 67779 2004 Plan Check $217.91 KAS 10/04/04 67779 OCT 2 9 State Building Code $4.50 KAS 10/04/04 67779 Jefferson County Planning Total: $557.66 & Building Department l r _ nnC,Th i i U u l ..._ j AUG 1 P 2004 1 JEFFERSON COUNTY ENVIRONMENTAL HEALTH Northwest Water Source Dba Greywater Management Inc P.O. Box 2766, Friday Harbor,WA. 98250 Phone; 360-378-8900 Fax; 360-378-8790 e-mail water@waterstore.com Washington contractors lic# GREYWMI016JW Operations and Maintenance instructions for; Fred Hilliard, Coyle Peninsula, Washington 0 Rainfall Catchment Systems o Debris should be removed from roof as it accumulates. o Gutters should be cleaned as necessary (example; September, November, January and April. The most critical cleaning is in mid/late spring to flush the pollen deposits that occur from fir trees). o Top of downspout basket screens shall be maintained in good condition. o Prefilters shall be cleaned monthly. o Filters should be changed every six months or as pressure drop is noticed. o Ultraviolet units should be cleaned every six months and the bulb should be replaced every 12 months or to manufacturers recommendation. o Storage tanks should be chlorinated quarterly to .2ppm - .5ppm(1 /4 cup of household bleach (5.25%) at the rate of 1 cup of bleach to 1000 gallons of stored water. o Storage tanks should be inspected and cleaned of debris periodically as needed. o When Storage tanks are cleaned, the inside surface should be rinsed with a chlorine solution of 1 cup of bleach to 10 gallons water. o When Storage tanks are cleaned, remove carbon filter and flush all household taps until chlorine odor is noticed. Let chlorinated water stand in piping for 30 minutes. Replace carbon filter and continue use. I e,,t41 (DO --I , Q ,-. 1,- .. 1..7.....)..0_„.,"„" ..1..,.,.,..,1..1..,...,,,.,......_...__:._,_0,6 1III 7 i _, • r" I..7._<, ,..,„_.I A .0 ,.... . , I 1 \ I r) 1 El I.'., , 8..F 3 .d3 .,.; 7. _. ____.1._. -.. . ..--_, :- 11 1 ,o 1 ei 1$-A P r-J! —s VI ty. : I c.ri 1 VI"Ckgt\I * E)1 i o !ce: 0 . '1:r-3 IACH- 1 •"I I NT I lk vt tO t 0 01 1 \ vck, i i • VI / \\ • i 1 0316 • d '2.f.,-.••• 1 el I \\- . 1 , —..z.. _I <ri\ L 1. . ,..:-.--- • 1 r-110 1--- — - ' 4 1 C3 Ce 011121. 6-7:"}---)i r; I 1 j rrn 1 c-1 ,...., .,, , re, ....4 , : ..- tz'73 .., ,i Le` ..r 1,3 -0 c=.1, _(""4 m 91 ' ,•_-__.„..,--,1 GI, 0 -0 - _-:•.---,i\----) 2 — j I-, ......, -< 1,---t• -,-- iFT1-1.t,, — I rr. i 0 1 it 2 .--.---------."--; irIL 1.„' n. ill • ,,,,, 3 ,1 6 v., c4 Z til T> * I —I. • - . !i'g III co x,..„ cc,r.),•;., P *Li .ji C CA ! tri Xj ..,z : ,-, , ,..-ci 0 --L. I .P ° ; tr,G iv C) t" > \ • r+ e,- . F<i' cz, -p. Z tili .„. \ 4 IP. t3uRNT TRt .., ti -i -, v • -. ,...... , . ..-1 , \i/ .... -,:- • ......______. ._ __..... ...____ S BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00627 Received Date 10/4/2004 SITE ADDRESS: 105 BURNT TREE LN QUILCENE, 98376 Issue Date 10/29/2004 APPLICANT: FREDERICK W HILLIARD BARBARA E S HILLIARD PHONE: (360) 765-4009 107 BURNT TREE LN QUILCENE WA 98376 SUBDIVISION: Block: Lot: T 43+ PARCEL NUMBER: 501032020 Section: 3 Township: 25 N Range: 01 W CONTRACTOR: PROJECT DESCRIPTION: WATER TANK/CATCHMENT SYSTEM CALL IN FOR THE REQUIRED THAT APPLY TO YOUR PROJECT. SETBACKS: O4 #3/PFCFS UFFER: A.0 Footing: 6K O/3/o 1•2,,,/ Foundation: GPi/ //2/6f1 Stormwater FINAL Approval: Underground Plumbing: Underground Insulation: Shear Wall : Framing: Plumbing: Propane Tank/Lines: Insulation: Sheetrock: Septic Sytem Final Approval (If not on sewer): Road Approach Final Approval: Zoning Final Approval: Final/Occupancy Approval: _ ,(1-''' HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY -SEE REVERSE SPECIAL CONDITIONS FOR CAS*BLD04-00627 • 1.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. 2.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC)Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 3.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer-Do not Remove or Alter Existing Vegetation." 4.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 5.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, a hedge row, or any other prominent physical marking approved by the UDC Administrator. 6.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs)and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 7.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 8.) MANDATORY MEASURES OF HIGH RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 11,9.) MANDATORY MEASURES FOR FTGH RISK SIPZ: 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirements: a. Variance from Chapter 173 WAC standards granted by Ecology per WAC 173-160-106 for a new groundwater well within 100 feet of a sea-salt water intrusion area per WAC 173-160-171 (i.e., within 100 feet of a groundwater source showing chloride concentrations above 200mg/L or within 100 feet of the marine shoreline); or for an existing or proposed groundwater well not subject to an Ecology variance, applicant must provide evidence through a hydrogeologic assessment(relevant components of an Aquifer Recharge Area Report per UDC 3.6.10.e)of a reasonable probability that the subject aquifer will not be degraded by the proposed use of well. b. Installation of a flow meter. c. On-going well monitoring for chloride concentration. d. Submittal of flow and chloride data to the County per monitoring program. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 10.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 11.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 12.) Not more than two (2)unlicensed or inoperable vehicles shall be stored on any lot less than one-half acre unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Unified Development Code(UDC)Section 6. Outdoor storage of thirteen (13)or more unlicensed or inoperable vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk(or salvage)yard and allowed as a Permitted Use in Table 3-1 of the UDC, and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area (ESA). 13.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 14.) The building height is not to exceed 35 feet. 15.) Minimum setback from Burnt Tree Ln right-of-way is 20 ft. Minimum side and rear setbacks are 5 ft. Minimum shoreline setback shall be 250 ft as depicted on the site plan. 16.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator), including but not limited to: 1. One bedroom home maximum with a maximum flow of 70 gallons per day. 2. No outside hose bibs to eliminate outside watering and maximize potable water availability. 3. Front loading clothes washing machines in accordance with the conservation plan. 17.) The existing on-site well is within High Risk Seawater Intrusion Protection Zones (SIPZ). Addition County review is required if the well is to be considered for utilization of potable water. 18.) Any removal or alteration of vegetation within 200 ft of shoreline jurisdiction r within 30 ft landslide hazard area buffer will require approval by the UDC Administrator. Vegetation removal, thinning or limbing is subject to approval by the Administrator on a case-by-case basis and may also require WDFW approval. I:\F_BLD_Permit_Buildng.rpt 1 0/29/1 9 } ur ain Corporation 155 Channel Road Deer Harbor, WA 98243 360-376-2552 phone & fax Jefferson County Health and Human Services 29 Sept. 2004 Environmental Health Division Susan Porto, I have been working with Fred and Barbara Hilliard on their Rainwater Collection facility for the house they are building on the Toandos Peninsula. I will be supplying a 21' diameter by 14' tall galvanized water storage tank from Scafco Inc. for their water catchment rather than several individual poly tanks. The tank will hold 35,600 gallons of water. I have been assuming a 30" rainfall, which is a very conservative rainfall for that area. The total square footage of the roof areas including the roof of the tank will be 2,606. The Hilliards will supply you with data to confirm that. I have used consumption data as follows: 40 I° Tub and Shower 2.5gpm 20 minutes per day 50 gpd ' Sj'" 6 Z 1 Kitchen Sink 12 gpd 12 gpd Bathroom Sink 20gpd 20 gpd Clothing Washer 30g/load 4 loads per week 17.1 gpd Dishwasher 4 gpd 4 gpd Low Flush Toilet 1.6g/flush 12 flush per day 19.2 gpd Total usage per day 122.3 gallons I have used the figure of 125 gallons per day in my calculations. All components used in the system will conform to NSF, FDA, EPA, or AWWA specifications. Plumbing and purification will be done by Canal Pumps. Enclosed are rainfall data for the area and a computation of water usage using 30" of rainfall. You will note that at 35 inches of rainfall the collection capacity increases greatly. The rainfall map from the Port Townsend web site shows that the area receives in excess of 40 1 inches of rainfall per year. If you need further clarification of the system please let me know. 4';! OCT - 4 2004 Michael Durland r IR .. 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Main Avenue Cvrpnratlan Tel: 509 535 1571 Spokane, WA 99211-1215, USA Toll Free: 1-800-224 0676 • Fax: 509-535-9130 • mail@scafco.com PO Box 11215 www.scafco.com me0350 17 0 4 - 627 affiRsoN c® DDNTy DCD SCAFCO WATER STORAGE SYSTEMS INSTALLATION INSTRUCTIONS MDL /oy OCT - 4 2004 . i illi illin 7//9,3 IIIII ,.%, im;°e WAsp 'w.4 . � '� r A a, 18067 it 27 7oNAL ' EXPIRES 12/29/05 IIII I i Conditions And Limitations The product must be installed and operated in accordance with instructions published by the manufacturer or warranty will be void. Warranty is void if all structural components of the system are not original equipment supplied by the manufacturer. Water tanks are designed for storing potable or non-potable water and are not warranted for other substances. Other use will void warranty. This product must be purchased from and installed by an authorized dealer or Certified Representative thereof or the warranty will be void. Malfunctions,damage or failure resulting from misuse,abuse,negligence, alteration, accident,misapplication of specifications or lack of proper maintenance shall not be considered defects under this warranty. Standard water tank design is for seismic zone 2B conditions,90 mph wind speed and 25 psf roof live load. Any other loading condition must be requested(at extra cost)prior to order. The manufacturer shall not be liable for any consequential or special damage which any purchaser may suffer or claim to suffer as a result of any defect in the product. "Consequential" or"Special Damages" as used herein include but are not limited to lost or damaged products or goods,costs of transportation,lost sales,lost orders, lost income,increased overhead,labor,and incidental costs and operational inefficiencies. THIS WARRANTY CONSTITUTES THE MANUFACTURER'S ENTIRE AND SOLE WARRANTY AND THE MANUFACTURER EXPRESSLY DISCLAIMS ANY AND ALL OTHER WARRANTIES, TY,FITNESS INCLUDING FOR NOT LIMITED TO EXPRESS AND IMPLIED WARRANTIES PARTICULAR PURPOSES SOLD,AND DESCRIPTION OR QUALITY OF THE PRODUCT FURNISHED HEREUNDER. Any exceptions to this warranty must be authorized in writing by an officer of the manufacturing company. The manufacturer reserves the right to change models and specifications at any time without notice or obligation to improve previous models. WARNING: Galvanized materials are subject to unsightly "white rust" if moisture is allowed to penetrate the wall sheet bundle. To avoid this condition, separate wall sheets so that air can dry the wall sheets. SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE. k;ti oho 4qt o goo 5CAFCD® Corporation SNOW, WIND AND SEISMIC LOADS The roof and sidewalls of SCAFCO Water Storage Tanks shall be designed to resist snow, wind and seismic loads as required by the Uniform Building Code, 1997 Edition, and the local Regulatory Agency issuing building permits for new construction. Minimum roof design live (snow) load is 16 psf, applied to the horizontal projection. Where required by climatic conditions or the local Regulatory Agency, roof design loads shall be increased to satisfy local requirements. SCAFCO Water Storage Tanks are designed to resist wind pressures described in the Uniform Building Code, 1997 Edition, Section 1615-1625 Wind Exposure C. SCAFCO Water Storage Tanks are designed for Seismic Zone 2B, Uniform Building Code, and AWWA D103-87, Section 12. Upon engineer's design requirements, tank will be designed to resist additional seismic loads or those required by the local Regulatory Agency. 4 0, A L aft 4 " limn Oil PAGE .2 SCAFCD® Cnrparation WATER STORAGE TANK SPECIFICATIONS 114 1/2" (2908) 116" (2946) 112 1/2" (2858) 1.12 1/2" (2858) co co 0 0 • N N N N • • . . . . . . . . . . . TYPICAL WALL SHEET TYPICAL WALL SHEET (SINGLE VERTICAL HOLES) BOTTOM (DOUBLE VERTICAL HOLES) BOTTOM COLOR CODE PAIN.TED ON • BOTTOM EDGE OF SHEET C N = tG _ WALL SHEET GAUGE AND COLOR CODE OTC y GAUGE COLOR GAUGE COLOR . . . W 20 BLACK 13 BROWN 18 UNPAINTED 12 ORANGE 17 RED 11 YELLOW 15 YELLOW 10 BLACK 14 GREEN 8 BLUE TANK SPECIFICATIONS 1. All wall sheets to 17 Ga. conform to ASTM A-446, C, Fy=45,000 P.S.I G-90 galvanized or better. All wall sheets 15 Ga. or thicker conform to ASTM A653 SQ, Grade 57 653 SQ commercial quality. 2. Sheets standard corrugation 2 2/3"x 1/2". Sheets have 42 2/3"x 112 1/2"typical coverage. 3. All bolts are grade 8.2. Bolt meet or exceed leland JS500 specifications. Vertical seams are bolted at 1 1/3" on center. Horizontal seams are bolted at 9 3/8"on center. 4. Tank liner construction of 25 mil vinyl side and bottom, FDA approved for potable water. 5. Finished structure must be disinfected in accordance with AWWA standard D-105. Two or more successive sets of samples, taken at 24 hour intervals, shall indicate microbiologically satisfactory water before facility is placed in operation. PAGE 4 JCA FEll _ ffl rarpnratlan WATER STORAGE TANK SPECIFICATIONS 6.1....4101 8" MIN. "� 0 CLEAR TO O OPENING Iz a N m W iI O O EXTERIOR O m LADDER LADDER ` (OPTIONAL) (OPTIONAL) PVC OVERFLOW PIPE (BY OTHERS) C LADDER FEE TALUMINUM (v } GROUND REST ON LINER m 1MMEMINIIIIIIMIll8U OPTIONAL SCH. 80 H.D. b..... = PVC PIPE FLANGES WITH PVC INLET/OUTLET M p FULL FACE GASKET AND PIPE (BY OTHERS) = CI. CORROSION RESISTANT BOLTS WITH SEALING WASHERS UNDER EACH BOLT. a) W • TYPICAL SECTION THROUGH TANK 1..i.1 LADDER MOUNT TANK SIDEWALL BRACKET CLAMP STRIP MOUNTING BRACKET _ _ TANK SIDEWALL OVER' FLOW PIPE mil METAL STRAPPING TANK LINER GEO-TEXTILE LINER NOTCH PIPE FOR OVERFLOW NOTE: OVERFLOW PIPE AND 1/2"� BOLT BRACE TO BE FURNISHED ALUMINUM LADDER BY OTHERS (OPTIONAL) ROOF PANEL DETAIL A • • OVERFLOW PIPE DETAIL DETAIL B INTERIOR LADDER INSTALLATION ROOF RIB CLIP (OPTIONAL)PT SEAL \ �5/16" X 3/4" HH BOLT W/SW GRADE 8.2 HEX NUT - CD 1/8" 0.C. SEALING WASHER • 5/16" X 1 1/4" HH BOLT W/SW GRADE 8.2 TOP WALL SHEET CD 3 1/8" O.C. .\_ GEO-TEXTILE LINER CLAMP STRIP FDA APPROVED.VINYL LINER (FOLD AT TOP & SANDWICH BETWEEN CORRUGATED WALL SHEET & CLAMP STRIP LINER INSTALLATION PAGE 6 IOW # DlD 7CAF1iJ 0 4 - 6 2 I_ Cvrpnratlan � C�l1N�y DCD ERECTION PROCEDURES �EmasD P DOUBLE PULLEYA GUY WIRECENTER RING i ill SUPPORT iiLn%� SAFETY NOTES: `��� 1. TO RAISE TANKS SAFELY, USE 1/2" PIN i ,l�71� A MINIMUM OF 4 JACKS ON i , �����S TANKS UP TO 24' DIAMETER, 4" PIPE jiaUSE 6 JACKS FOR BINS 27'-36' DIAMETER. " 2. LIFT TANKS UNIFORMLY TO AVOID TIPPING. V 3" CHANNEL �� ,`4 LI BASE A—FRAME JACK WITH WINCH ROOF JACK CONSTRUCTION 5:1 GEAR RATIO WITH 5000 LB. LIFTING CAPACITY, 5/16" AIRCRAFT CABLE USED WITH WINCH. r• • INSTALLATION NOTES: • ...I. *HAND TIGHTEN ALL BOLTS. /�1 ,\ / ' 1. Place roof segment ring on center ring support. �=� 2. Assemble top wall sheet ring. Make sure top , 0 . holes are at 3 1/8" spacing. Holes at bottom � � of sheet will be at 9 3/8" spacing. opr �—' . Imo1 3. Position the roof hatch panel next to the desired -_�sidewall ladder location & fasten to segment ring.Attach the roof center clip to roof panel and put I=I�the lower edge of panel on the wall sheet ring. .,., _ 4. Continue with rest of roof panels by alternating around circumference of tanks until all panels are installed. Also attach center clips & rib clips to roof panels and wall sheets as you o. (39' & 42' tanks also add roof rib supports. • 5. The last roof panel should be next to the roof hatch panel. Attach roof ladder cleats while bolting roof panels together. See next page for • bolt size. CAUTION: As last roof panel is installed, you may incur the following: Too much space — Raise roof jock. This will close the gap. Too little space — Lower the roof jack. This will lessen the slope & increase the space required. 6. Refer to next page for details on center clips, rib clips, and cleats. 7. With everything in place, tighten all roof bolts. PAGE .8 5'CAFCD® PERMIT # B1D Corpnrat/an RIB CLIP & EAVE SEAL INSTALLATION 0 4 - 6 2 (OPTIONAL PURCHASE) ARSON COUNTY OCn ROOF PANEL RIB CLIP SEALING I \— BLOCK #290396 \" RIB CLIP 0 #214520 • 741 o � • o • ° CENTER CLIP ° #214622 ° ° TOP RING EAVE SEAL WALL SHEETS ) #290177 NOTES: 1. Install eave seal around top edge of wall sheets. 2. Glue rib clip sealing block to rib clip (1 per clip). 3. Bolt center clips and rib clips to wall sheets and roof panels as shown. 4. Fill all unused holes w/ 5/16"x 3/4"bolts. When installed properly, silo will have a weather tight seal. PAGE 10 PERMIT # BtD 04 _ 627 j5CAFEa Carparatfon slEif U1SDN CDUN1N DCD RIB & CENTER CLIP CONNECTIONS 24' DIAMETER TANKS 12 SPACES (TYPICAL) 12 SPACES (TYPICAL) 6 SPACES 6 SPACES 6 SPACES 6 SPACES TO ATTACH RIB CLIPS & CENTER TYPICAL TYPICAL TYPICAL TYPICAL CLIPS TO THE ROOF PANELS .. .. .. RIB CLIPJ.. T T 1 USE 5/16" X 3/4" HH BOLTS (214520) 1 I I I I I I I I I 24 REQ'D) RIB CLIP CONNECTION USE 5/16" X 1 1/4" HH BOLTS CENTER CLIP V USE 5/16" X 3/4" TO ATTACH RIB CLIPS & CENTER (214622) HH BOLTS TO STARTING HOLE CLIP TO THE TOP WALL SHEET 24 REQ'D) PLUG EXTRA NOTE: STARTING HOLE HOLES (OPTIONAL) CAN VARY. 27' DIAMETER TANKS 9 SPACES (TYPICAL) 9 SPACES (TYPICAL) USE 5/16" X 3/4" HH BOLTS 4.5 SPACES 4.5 SPACES 4.5 SPACES 4.5 SPACES TO ATTACH RIB CLIPS & CENTER TYPICAL TYPICAL TYPICAL TYPICAL CLIPS TO THE ROOF PANELS • �T°°°i i"'°i i T T 1°"`P RIB CLIP (214520)36 REQ'D) I I I I I I I I I I I I I I I I 1 . . b i . . i- , . 1 1 . . di 1 . . 1 1 . 1 1 1 . . , , , . RIB CLIP CONNECTION USE 5/16" X 1 1/4" HH BOLTS USE 5/16" X 3/4" EC ION TO ATTACH RIB CLIPS & CENTER CENTER CLIP HH BOLTS TO STARTING HOLE CLIP TO THE TOP WALL SHEET (214622) PLUG EXTRA NOTE: STARTING HOLE (36 REQ'D) HOLES (OPTIONAL) CAN VARY. 30' DIAMETER TANKS 10 SPACES (TYPICAL) 10 SPACES (TYPICAL) • USE 5/16" X 3/4" HH BOLTS 5 SPACES 5 SPACES 5 SPACES 5 SPACES TO ATTACH RIB CLIPS & CENTER TYPICAL TYPICAL TYPICAL TYPICAL CLIPS TO THE ROOF PANELS ,----11 CENTER CLIP 11 ' T • ••T•'------ (214622) I I I I I I I I I I I I 36 REQ'D) 1\1_ . . . i . . . y i . . . 1 . . .. 1 1 ! . . 1 USE 5/16" X 1 1/4" HH BOLTS RIB CLIP USE 5/16" X 3/4" RIB CLIP CONNECTIONHH BOLTS TO STARTING HOLE TO ATTACH RIB CLIPS & CENTER 214520) PLUG EXTRA NOTE: STARTING HOLE CLIP TO THE TOP WALL SHEET 36 REQ'D) HOLES (OPTIONAL) CAN VARY. • 33' DIAMETER TANKS 11 SPACES (TYPICAL) 11 SPACES (TYPICAL) USE 5/16" X. 3/4" HH BOLTS 5.5 SPACES 5 5 SPACES 5 5 SPACES 5 5 TO ATTACH RIB CLIPS & CENTER TYPICAL TYPICAL TYPICAL TYPICAL CLIPS TO THE ROOF PANELS !n1 1 °1 T"`1 ; 1 ' T CENTER CLIP214622) I I I I I I I I 1 I I I I (36 REQ'D) USE 5/16" X 1 1/4" HH BOLTS RIB CLIP —USE 5/16" X 3/4" RIB CLIP CONNECTION / HH BOLTS TO STARTING HOLE TO ATTACH RIB CLIPS & CENTER (214520) PLUG EXTRA NOTE: STARTING HOLE CLIP TO THE TOP WALL SHEET (36 REQ'D) HOLES (OPTIONAL) CAN VARY. PAGE 12 SCAFC©® Carparattan ci WEATHERSKIRT & CAP INSTALLATION 12' -24' DIAMETER TANKS o N co co z 0 ROOF CAP C ROOF CAP HINGE mi= C CO2 41 PLACE ON OPPOSITE I:6, SIDE OF ROOF LATCH 6L W wj 41k4 11 PLACE LATCH LUG IN ,4/.., 1 LINE WITH LATCH • USE 5/16" X 1 1/4" BOLTS WEATHERSKIRT PLACE LATCH IN LINE o W/ROOF LADDER ANGLES USE 5/16" X 1 1/4" BOLTS o • 0 O T O O O WEATHERSKIRT TO ROOF PANELS USE SEGMENT RING i 5/16" X 1 1/4" BOLTS . • INSTALL SAFETY STEPS ON EVERY OTHER RIB (12 REQUIRED) USE *X 5/16 X 1 1/4" BOLTS "4/ 1 e ROOF PANELS 41 • IOW\ / 1 \ • ROOF LADDER ANGLES PAGE 14 v 11 0 'ff JiCAFC11 el .c‘i , m Corporation ROOF CAP ASSEMBLY * 27' -42' DIAMETER TANKS y WCI° W 5/16" BOLT, WASHER, CL. u.. SEALING WASHER & NUT ROOF CAP ROOF CAP HANDLE W LATCH ASSY (SEE PAGE 12) U� CHAIN 17 WEATHERSKIRT BOLT WEATHERSKIRT TO CONNECT WEATHERSKIRT 5/16" X 1 1/4" BOLT : SEGMENTS USE 5/16" X W/SEALING WASHER • II 3/4" TRUSS HEAD BOLT :• L. ROOF PANEL ROOF PANEL „op' SEGMENT RING • SECTION THROUGH ROOF CAP HOLD OPEN CLAMP • WING NUT 5/16" HEX NUT & SEALING WASHER METAL WASHER #(0.1111 ROOF CAP HOLD OPEN BRACKET 5/16" X 2-1/2" (2 REQUIRED) HEX BOLT ROOF PANEL 5/16" ROOF BOLT • SELF-DRILLING �•� ' SECTION WITH CAP OFF FASTENER �. (CHAIN NOT SHOWN) WEATHERSKIRTdill* SEGMENTS ,.1/ ��/ HOLD OPEN i( A BRACKET SPRING LOADED CAP �, LATCH (TYP 3 PLCS) HOLD OPEN S.' CLAMP ROOF PANELS / PLAN VIEW - CAP OFF (CHAIN NOT SHOWN) PLAN VIEW - CAP ON (CHAIN NOT SHOWN) PAGE 16 PERMIT # BlD .CAFE#® 0 4 - 6 2 Carparatlan COMPLETE ROOF CAP ASSEMBLY JEFFERSON COUNTY HD 27' -- 42' DIAMETER TANKS APPLY SEALING COMPOUND (NOT SUPPLIED) AROUND WEATHERSKIRT SEGMENT AND ROOF PANEL TO ENSURE WEATHERTIGHT SEAL. ROOF CAP ROOF CAP LATCH I WEATHERSKIRT ,.•'•• SEGMENTS so Mr, *NW 11101111\. • /*/ • • ROOF LADDER ANGLES ROOF SAFETY STEPS (18 REQUIRED) • • • PAGE 13 PERMIT # BID 3EAFEL1 0 4 - 6 2 7 Cnrpnratinn ROOF SUPPORT RING DETAILS JEFFERSON COUNTY OCR TO TIGHTEN AFTER ASSEMBLY, MOVE NUTS TO BOTH ENDS SUPPORT RING SUPPORT RING SEGMENT SEGMENT SUPPORT RING EXPANDER BOLT & NUT PART #211186 DETAIL 'A' (SEE PLAN FOR LOCATION) EXPANDER BOLT RING CONNECTOR #12-14 X 3/4" C5.5 X 19) SELF-DRILLING SUPPORT SU #2 RING FASTENER (8 REQ D PER CONNECTOR) 4953 (1), 1 1 SUPPORT RING SEGMENT DETAIL 'B' RING CONNECTOR SUPPORT RING SEGMENT 5/16" X 1 1/4" BOLT W/SW SUPPORT RING BRACKET Fin I PART #214359 o-- ROOF RIB I � DETAIL 'C' SUPPORT RING BRACKET • TO ROOF CONNECTION PAGE 2.0 SCAFCO® PERMIT # BID Carparatlan O 4 `+ r� ANCHORING AND SEALING INSTALLATION �j L JEFFERSON COUNTY DCD 3/8" METAL BACKED BOTTOM WALL SHEET SEALING WASHER NOTE: THE BASE SEALANT PREVENTS OUTSIDE WATER FROM 3/8" HEX NUT CREEPING INTO THE TANK I I I DUE TO CAPILLARY ACTION ANCHOR CLIP ` 3/8" X 1 " BH BOTTOM WALL BOLT (4PLACES) SHEET ANCHOR BOLT Sc NUT BASE SEALANT D D D D ° D D 0 u o 0 0 III=III D D =III=III D D III=III= III=III= III=III ° D III=III ° D • D ° D 0 • ANCHOR CLIP DETAIL •BASE SEALING DETAIL (REFER TO PAGE 19) WALL SHEET \ • * USE DOUBLE STRIP • *24" FOR 8, 10 & 11 GA • SHEETS • WALL SHEET \ BEAD SEALANT / WALL SHEET • 12, WALL SHEET SEALING DETAIL • PAGE 2.2 - iff5'CAFCD® PERMIT # Bill Enrpnrat/nn O _ 6 2 :CD ACCESS PANEL INSTALLATION !�SEALING WASHERJEffERSON/ COUNTY SECOND ROW (TYPICAL) INTERMEDIATE WALL SHEET HEXAGON SOCKET HEX NUT BUTTON HEAD BOLT (TYPICAL) (TYPICAL) • JAM NUT (TYPICAL) ACCESS PANEL BEAD SEALANT , (TYPICAL) SILL SHEET TYPICAL SECTION HEX NUT • SEALING WASHER (TYPICAL) (TYPICAL) :i•s --: SECOND ROW .-'-• ••- / INTERMEDIATE BEAD SEALANT • •`' WALL SHEET (TYPICAL) ACCESS PANEL JAM NUT / ��' (TYPICAL) :,/ / ' . NOTE: ACCESS PANEL / / / NOT AVAILABLE FOR • / / 1-RING TANKS / / • • • • • SHORT BOTTOM �� WALL SHEET HEXAGON SOCKET BUTTON HEAD BOLT (TYPICAL) SILL SHEET LONG BOTTOM • - TANK TANK FLOOR WALL SHEET PAGE 24 • .SCAFCD® Cni-poratlnn FOUNDATION, INLETS, OUTLETS & OVERFLOWS CONCRETE FOUNDATIONS The concrete foundation provides structural support for the Water Storage Tank and its contents, transferring the imposed loads to the surrounding soil and underlying strata. In addition, the foundation can accommodate provisions for adequate drainage and sludge removal. See Figures 1 through 5 for recommendations. Foundation design must be done by a local engineer familiar with site conditions. 0 c-, 0 CONCRETE FORM EDGE 0 CV co CD Z TANK WALL N _ START OF h / FLOOR SLOP= C= / W • • I SLOPE I I 2'0" MINIMUM SHOULD BE LEVEL INLET OR OUTLET PIPE \N . /) - // OVERFLOW PIPE \ / , LOW POINT OF FLOOR • Figure 1: Concrete Floor and Foundation Profile. • For removal of sludge and silt, a drain trough should terminate at the selected discharge pipe. A CONCRETE FOUNDATION IS REQUIRED FOR AN APPROVED SCAFCO WATER STORAGE TANK FOUNDATION DESIGN IS THE RESPONSIBILITY OF A LOCAL ENGINEER RETAINED BY TANK PURCHASER. PAGE 2.6 3!5CA FEll Cnrporatlnn II OVERFLOW PIPE DIAMETER BY DESIGN ENGINEER CI t* o N CO132 Z 0 F THREADED PIPE Z PVC FLANGE = _o , . . . O oc a a a li I 1 - ° • ° FLEXIBLE VINYL LINER AN OVERFLOW PIPE IS REQUIRED. Figure 3: Overflow Pipe Details. By using an overflow pipe with a threaded joint at the floor line, silt and sludge can be removed through the overflow pipe. This eliminates sludge in the discharge system, removing the need to flush the discharge system. 4N • , , FIELD BRACE • • I a °_ Figure 4: Locating Overflow Pipe. Locate overflow pipe near wall of tank. Top of overflow pipe should be installed 4" below top of tank liner. Brace top of overflow pipe to tank wall at eave. Braces to be furnished by tank or liner installer. Braces must be attached on the tank wall ABOVE top of the liner. PAGE 28 VIOA # %\.v SCAFEll 0 oca Corporation 0°6 co�N�yTANK PREPARATION 1. Check interior wall for any sharp edges or protrusions that may damage tank. Sand or grind these areas. SPECIAL REQUIREMENT: Geotextile fabric should be installed on the wall and floor prior to liner installation (is supplied.) 2. Sweep concrete floor clean of all debris. Check for sharp objects or protrusions. Remove these by grinding. FLOOR SURFACE The vinyl liner is in direct contact with the floor finish. The concrete surface must be fine troweled without imperfections, sharp edges, debris or projections that could damage the liner. A beveled edge of non-shrink grout shall be placed at the intersection of the wall and floor to provide a smooth backing for the liner. See Figure 6. Install geotextile fabric on the concrete floor with adhesive prior to liner installation. This is especially helpful when the concrete finish is not smooth. Design of the silt stop, sludge discharge, reinforced concrete foundation and liner protection must be determined by the purchaser's Design Engineer or other design professional. TAN ' SIDEWALL • NON-SHIN C FLEXIBLE VINYL LINER GOUT COVE • CONCRETE FLOO D p ® D Figure 6: Tank Perimeter Preparation. Provide an expanding grout cove around tank perimeter to reduce corner stress on flexible vinyl liner. A COVE AT THE WALL TO FLOOR INTERSECTION IS REQUIRED. PAGE 3.0 ,ff 35CA FEL . Cnrporat/on GEO-TEXTILE LINER INSTALLATION CZ r. c ROOF PANEL RAFTER CIZI (o ►..- O® I ) ....1. TANK SIDEWAL 1W O h RAFTER TO TANK �. W WALL CLIP '11 Lana GEO-TEXTILE LINER* WATER TANK LINER NOTE: FOLD LINER OVER WHEN INSTALLING CLAMP STRIP. • 5/16" HEX NUT 5/16" DIA. X 1 1/4" �. _ HEX BOLT W/SEALING WASHER 5/16" SEALING WASHER CLAMP STRIP • • RAFTER CLIP/CLAMP STRIP DETAIL • (FOR TANK WITH RAFTERS) *ATTACH GEO-TEXTILE LINER TO THE SIDEWALL AND FLOOR. USE 1" (25) MAXIMUM OVERLAP. USE RUBBER CEMENT OR ADHESIVE COMPOUND. (NOT PROVIDED) • • ROOF PANEL GEO-TEXTILE LINER* • WAR L NOTE: FOLDTANK LINERINER WHENTE INSTALLING CLAM OVERP STRIP. 5/16" HEX NUT 5/16" DIA. X 1 1/4" 5/16" SEALING WASHER HEX BOLT W/SEALING WASHER .t CLAMP STRIP. • BIN SIDEWALL CLAMP STRIP DETAIL (FOR TANK WITHOUT RAFTERS) *ATTACH GEO-TEXTILE LINER TO THE SIDEWALL AND FLOOR. USE 1" (25) MAXIMUM OVERLAP. USE RUBBER CEMENT OR ADHESIVE COMPOUND. (NOT PROVIDED) • PAGE 32 JSCAFCI1 EDrpnratIan VINYL LINER PROTECTION The vinyl liner is durable and will provide many years of service if installed and maintained properly. The liner will NOT withstand normal foot traffic during installation and routine cleaning. The following precautions are recommended when working inside a tank or walking on the liner. 1. Do not remove the liner from its carton until it is to be installed. Do not cut carton with a knife. Avoid dropping tools or sharp objects on the liner. Do not drag vinyl liner excessive distances over floor as the scrim will be exposed and lead to "weeping"type liner leaks. 2. All personnel installing and maintaining liner should do so in bare feet or thin stockings. In no case should personnel enter tank, beneath liner, or inside liner with shoes or boots on. Wearing shoes .may introduce foreign matter which could perforate the flexible liner. In addition, personnel working in bare feet can feel foreign matter that may be remaining on the foundation before it can damage the liner. 3. Access to the tank interior through center hatch or additional access manhole may be made with and extension ladder with padded feet. Use of a rope ladder suspended from the hatch • opening (See Figure 7) is highly recommended. Permanent interior ladders are not practical. ROOF PANEL ROOF ACCESS HATCH v HAND LOOPS ^ 0 N ' oo cD Z o_ REMOVABLE ROPE OR c Z CHAIN TYPE LADDER c W pi-- EXTERIOR LAD u.• • 4. Periodic entry between the steel tank and liner, for the purpose of inspection, repair, or readjusting sand overlay, may be made through sidewall wall sheets. 5. A SCAFCO exterior ladder can be supplied (optional). Ladder extends to the top of the foundation. PAGE 3.4 'ff" SEAFEll Cnrpnrativn CARE OF VINYL LINER CLEANING THE VINYL LINER The surface of the liner is relatively smooth and can be cleaned with a light brushing and pressure spray (water) washdown. The liner can easily accept sweeping, foot traffic and agitation necessary to remove any silt and sludge collected in the tank. Remember, all personnel entering tank must be in bare feet or thin stockings...no shoes or boots. Sanitizing the liner with chlorine wash applied with spray equipment has no negative effects on the vinyl liner. VINYL LINER REPAIR In the event of a cut or damage to the liner, repair can be accomplished by chemically welding a new piece of vinyl over the affected area, using a large second ply over the first patch. This repair may be done to the inside or outside of the liner sheet. Proper repair instructions are provided in the patching kit. All repairs shall be accomplished by personnel in bare feet or stocking feet. • 2" (50 mm) MIN. SCRIM-OVER-SCRIM FULLY BONDED AREA. FLOOD-COAT EXPOSED SCRIM. NO LOOSE • EDGE ON TOP SIDE. 5 FIELD SEAM (TYP.) (BODIED-SOLVENT WELD) CONTROLS Water level controls may be installed inside the tank. Control wires for these devices should exit the tank at the eave. Penetrations through the roof panels for control wires are not recommended unless proper sealing methods are used. PERMIT # BLD RSON CHO Dr�n JEFFE PAGE 3.6 W ' 1 V 0 J5CA FCIJ , • Cnrparatlnn ICE FORMATION Ice may form inside the tank in certain climatic conditions. Large quantities of ice forming around the top water level in a tank provides some potential for damage to the flexible liner. If ice formation potential is substantial, the tank should be protected by some means of maintaining water movement—air spargers, small recycle pumps, or liquid level fluctuations— during the potential problem period. When approved by a local engineer, insulation of the tank is a common method to avoid freezing damage. Tank heating may present viable protection against ice formation. In the event that tank heating is chosen as the method to be used to prevent ice formation, follow the recommendations of the National Fire Protection Association Standard 22, Standard For Water Tanks For Private Fire Protection, Chapter 10. WARNING: FAILURE TO ADEQUATELY PROTECT AGAINST ICE FORMATION INSIDE THE TANK SHALL VOID THE WARRANTY ON THE FLEXIBLE MEMBRANE LINER. VENTING A suitable roof vent shall be furnished. The vent or vents should be installed in the roof and shall have the capacity to pass air, so that at the maximum possible rate of the water, either entering or leaving the tank, excessive pressure will not be developed. THE OVERFLOW PIPE SHALL NOT BE CONSIDERED A TANK VENT. PAGE 37 3CAFCa Corporation TANK DISINFECTION TANK DISINFECTION The finished SCAFCO Water Storage Tank must be disinfected by the purchaser or installer prior to use. Finished structure must be disinfected in accordance with AWWA D 105, Method No. 3. CHLORINATION METHOD 3 Water and chlorine shall be added to the storage facility in amount such that initially the solution will contain 50 mg/L available chlorine and will fill approximately 5% of the total storage volume, and this solution shall be held in the storage facility for a period of not less than 6 hours. The storage facility shall then be filled to the overflow level by flowing potable water into the highly chlorinated water, and shall be half-full for a period of not less than 24 hours. All highly chlorinated water shall then be purged from the drain piping. Then, subject to satisfactory bacteriological testing and acceptable aesthetic quality, the remaining water may be delivered to the distribution system. 4.3.1. Adding Chlorine. Chlorine shall be added to the storage facility by the method described in Section 4.1.1, Section 4.1.2, or Section 4.1.3. The actual volume of the 50 mg/L chlorine solution shall be such that after the solution is mixed with filling water and the storage facility is held full for 24 hours, there will be free chlorine residual of not less than 2 mg/L. PAGE 35 J5CAFC1i - Carpnratinn LINER Just prior to filling the SCAFCO Water Storage Tank, the liner must be inspected to insure that the liner floor has been pulled up to the wall so that there will be no "bridging"at intersection of wall and floor. GEO-TEXTILE LINER • • VINYL LINER AVOID UNSUPPORTED LINER PROPER INSTALLATION FLOOR/WALL • INTERSECTION D 4 o a D D a a • Sloping floor may cause liner to creep away from the wall between the time of installation and filling of the tank. PAGE 33 SCAFCD® Corporation INTERIOR WALL PAINT It is recommended that the tank installer coat the interior walls of the SCAFCO Water Storage Tank prior to the installation of the geotextile fabric and flexible liner. It has been our experience that under certain circumstances white rust (corrosion of the zinc coating) may develop on the wall. sheets due to moisture trapped between the geotextile fabric and galvanized wall sheet. The appearance of white rust (and subsequent degradation of the zinc coating) may range from light to excessive depending on actual conditions. Painting the interior walls will reduce the spread of white rust. The following steps and materials are necessary to accomplish satisfactory coating of the interior walls prior to the application of the liner. 1. Apply a 60% phosphoric acid solution, diluted 1 to 3 with warm water, to the interior walls of the tank. This solution should be brushed on and allowed to dry. No rinse is required. Use Dubois Chemical Company"PREPARE" or equivalent product. 2. Apply a moisture cured urethane primer, minimum 2 mil thickness, to the interior tank walls. Primer should be applied on dry surface following etching accomplished in Step 1. Primer may be applied by brush or airless spray. Use Columbia Paint 07-440-PP Single Package Urethane Aluminum Primer or Sherwin-Williams paint. LINER INSTALLATION PRECAUTIONS 1. Do not open liner package with knife. ice` 2. Avoid dropping tools or sharp instruments on liner. 3. ALL PERSONNEL INVOLVED IN LINER INSTALLATION m 1 I MUST DO SO IN BARE OR STOCKING FEET. 4. SCAFCO tank liners are manufactured oversize so that there is plenty P of slack. It is important, however, to see that no strains develop in k.* the liner. To avoid strains, see that there is no shortage of liner material around the inside bottom perimeter. LINER INSTALLATION 1. Unfold the liner on the tank floor; stretch it out so the bottom is snug against the inside bottom perimeter. The bottom-to-wall of the liner circle should actually extend partially up the wall of the tank. 2. Raise the liner walls to the eave of the tank. Place the liner between the corrugated clamp strip and the outside walls. Use a sharp center punch to puncture the liner at each bolt hole in the clamp strip. Insert bolts around the upper perimeter of the tank. 3. Tighten all bolts. Make sure there is plenty of slack in walls to Reduce strain when tank is filled. WARNING: DO NOT ALLOW LINER TO TWIST INSIDE TANK. TWISTING MAY CAUSE PREMATURE LINER FAILURE. PAGE 31 3CAFC1J. . . . - Enrpnrat1nn PVC FLANGE] FLEXIBLE VINYL LINER • 0 a \ 1--- a° d d L IJ oa a I , Ll _kJd d a Figure 5: ^ I A drain sump discharging outside the I tank. Rather than using the discharge rI -"\ or overflow systems to eliminate silt I � and sludge, install a separate silt I removal flange, pipe and valve. 1 \f \ PIPE TO EXTERNAL VALVE i \ A drain sump discharging outside the ` I �1 I tank is required. This design is —`____i- `-,� optional if the overflow pipe cannot be used for discharge. . INSTALLING INLETS AND OUTLETS f^"1 I 1 Inlets and outlets through the liner should be made SEALING WASHER through the tank bottom. Clamp the liner between two cast iron flanges or Schedule 80 plastic flanges LINER or PVC tank adapters or use a prefabricated boot • assembly included and located by the liner manufacturer (optional — call SCAFCO for pricing). Use a neoprene rubber gasket between top flange rrn „ „ and liner. BOLT—TOGETHER FLANGES Seal both sides of liner to flange (and screw threads when applicable) with a waterproof elastometic sealant. Bolt flanges firmly together with stainless GASKET steel bolts, or screw PVC tank adapters together, LINER 5 being careful not to over tighten and damage flanges X (tighten bolts alternately). RETH URETHAN N lA URETHANE - . SEALER Cut opening through liner last on bolt-together = flanges. Cut g o enin throughliner first on screw opening type PVC tank adapters (opening should be slightly _ undersized). PVC TANK ADAPTERS WARNING: DO NOT LEAVE FLEXIBLE LINER UNSUPPORTED AT FLANGE CONNECTION. t PAGE 29 1CAFE1J Enrporat/on INSTALLING INLETS, OUTLETS & OVERFLOW PIPES WATER INLET-OUTLET REQUIREMENTS Every SCAFCO Water Storage Tank has mandatory inlet-outlet and overflow requirements. Each tank must be equipped with a water inlet-outlet pipe and an overflow pipe. Pipe sizes, connections and any controls should be designed by a local engineer retained by the tank purchaser. Several drawings of recommended piping connections to the SCAFCO tank liner are shown in succeeding pages. SILT STOP HEIGHT SPECIFY BY DESIGN ENGINEER PVC • PIPE DO NOT CEMENT THIS JOINT NEOPRENE RUBBER GASKET PVC FLANGE A a � • FLEXIBLE VINYL LINER SLUDGE TROUGH Figure 2: Discharge Outlet Details. Silt and sludge may be removed through the discharge pipe by using a removable silt stop in the outlet flange. A DISCHARGE OUTLET AND SILT STOP ARE REQUIRED. DESIGN OF INLET-OUTLET IS RESPONSIBILITY OF PURCHASER'S ENGINEER. WARNING: DO NOT LEAVE ANY PORTION OF FLEXIBLE LINER UNSUPPORTED AT FLANGE CONNECTION. PAGE 27 SCAFCO® Enrpnrat/nn EXTERIOR LADDER INSTALLATION • SEE LADDER INSTALLATION BOOKLET(290164) FOR LADDER INSTALLATION DETAILS FIELD DRILL ROOF SHEET FOR HAND LOOP ATTACHMENT HAND LOOPS- (OPTIONAL) FIELD DRILL WALL SHEET FOR LADDER ATTACHMENT. • LADDER BRACKET - °� INSTALL IN LOWER SET OF HOLES IN LADDER VERTICALS ° AT TANK EAVE. • • • 00 / ONE-PIECE LADDER SECTION O LADDER BRACKET - BOLT TO EACH HORIZONTAL SEAM • • sq. • °Mil. SCAFCO EXTERIOR LADDERS EXTEND TO THE :°0 TOP OF THE FOUNDATION. . PLEASE BE AWARE THAT UNAUTHORIZED USE OF THE LADDER MAY OCCUR AND OWNER SHOULD TAKE PRECAUTIONS TO PREVENT THIS UNAUTHORIZED USE, ESPECIALLY BY v� SMALL CHILDREN. AN OPTIONAL SECURITY COVER CAN BE ORDERED FROM SCAFCO TO HELP PREVENT ANY UNAUTHORIZED ACCESS. ° 0. PAGE 25 . . SCAFCO® , . . . Carparatlan ASPHALTIC BASE SEALANT APPLICATION It1. APPLY SEALANT ALONG LIP OF BOTTOM RING WHILE It TANK IS STILL ON JACKS. 2. REMOVE PLASTIC STRIP OFF SEALANT. 3. LOWER TANK ONTO THE 1114 ��)01' liNialli J �� FOUNDATION. WHEN TANK IS LOWERED, SEALANT WILL DISTRIBUTE PROPERLY AND • ..ft PROVIDE A SEAL BETWEEN THE TANK AND THE FOUNDATION. • vft _ NOTE: CONCRETE AND BOTTOM WALL SHEET MUST BE CLEAN•AND FREE 4.1 OF WATER AND SOIL FOR PROPER SEAL. SEALANT BOTTOM WALL SHEET • BASE SEALANT • REMOVE PLASTIC STRIP FOUNDATION BEFORE LOWERING THE TANK TO THE FOUNDATION a A o • A - 0 0 0 0 0 o a 0 A • A 0 . 0 A • BASE SEALING DETAIL •PAGE 23 3SCAFC1J Carparatlan BOLT SCHEDULE INSTRUCTIONS FOR BOLT PLACEMENT ON WATER TANKS WITH ROOFS Anchor Clips: (Refer To Page 22) - Insert 3/8" diameter x 1"Button Head Bolt from inside the tank. - Use 3/8"Metal-Backed Sealing Washer between the tank wall and bolt head. - Fasten with 3/8"Hex Nut. Clamp Strip to Top Wall Sheet: (Refer To Page 32) - Insert 5/16" diameter x 1 1/4"Hex Head Bolt from inside the tank. - Use 5/16 Metal-Backed Sealing Washer between wall sheet and Hex Nut. - Fasten with 5/16" Hex Nut. All Vertical Seams and All Other Horizontal Seams: - Insert 5/16" diameter x 3/4"Truss Head Bolt from inside the tank. - Fasten with 5/16" Hex Nut. For Wall Sheets 15 Gauge and Thicker: - Insert 3/8" diameter x 1"Button Head Bolt from inside the tank. - Use 3/8"Metal-Backed Sealing Washer between the tank wall and bolt head. - Fasten with 3/8"Hex Nut. NOTE: Upper wall sheet ring always overlap the wall sheet ring below it. IT IS NOT NECESSARY TO FIELD DRILL the bottom seam of the upper wall sheet to match the extra holes On the top seam of the wall sheets below. Roof Panel Bolts: (Refer To Pages 7 & 9) - Insert 5/16"diameter x 1 1/4" Hex Head Bolt from the top of the Roof Panel. - Fasten with 5/16"Hex Nut. - For 6' & 9' Dia. Tanks use 5/16"x 3/4" Hex Head Bolt. - Fasten with 5/16"Hex Nut. Roof Center Clips and Rib Clips To Roof Panels: (Refer To Pages 9 - 13) - Insert 5/16" diameter x 3/4"Hex Head Bolt from the top of the Roof Panel. - Fasten with 5/16"Hex Nut. Roof Center Clips and Rib Clips To Wall Sheets: (Refer To Pages 9 - 13) - Insert 5/16" diameter x 1 1/4"Hex Head Bolt from outside the tank. - Fasten with 5/16"Hex Nut. Access Panel: (Refer To Page 24) - Insert 3/8" diameter x 1 1/4"Button Head Bolt from inside tank. - Place 3/8" Jam Nut between Wall Sheet and Access Panel. - Places 3/8"Metal- Backed Sealing Washer on outside of Access Panel. - Fasten with 3/8"Hex Nut. DESCRIPTION PART NUMBER 3/8"X 1" BUTTON HEAD BOLT GR. 8.2 290158 3/8"X 1 1/4" BUTTON HEAD.BOLT GR. 8.2 290369 5/16"X 3/4" HEX HEAD BOLTS W/SEALING WASHER GR. 8.2 290001 5/16"X 3/4"TRUSS HEAD BOLT W/SEALING WASHER GR. 8.2 290410 5/16"X 1 1/4" HEX HEAD BOLT W/SEALING WASHER GR. 8.2 290002 5/16"METAL-BACKED SEALING WASHER 290007 3/8" METAL-BACKED SEALING WASHER 290042 3/8"JAM NUT 290049 PAGE 21 , , 3HSCAFE13. , . . Corporation ROOF SUPPORT RING INSTALLATION STANDARD ON 39' & 42' TANKS ONLY (Optional on other tanks diameters) SUPPORT RING SEGMENT—ONE SEGMENT MUST BE FIELD CUT (SEE CHART FOR QUANTITY REQ'D) SAFETY STEPS I ROOF PANELS 1 WEATHERSKIRT ' SUPPORT RING BRACKET --'�r.• PART #214359 //�� (SEE CHART FOR �,� . QUANTITY REQ'D) ROOF CAP -./ _ (SEE DETAIL "C') �e�, O`�� �� � \)111M SUPPORT RING M111(1 0 !� CONNECTOR PART #214953 �� � (SEE CHART FOR • // QUANTITY REQ'D) . OVA ' `/\ (SEE DETAIL "Bp . 1/ . ! it 411 1 -NK SUPPORT RING EXPANER BOLT PART #211186 (SEE CHART FOR • HATCH QUANTITY REQ'D) LADDER ANGLES (SEE DETAIL "A") TOP VIEW NUMBER NUMBER NUMBER OF *LOCATION OF NUMBER OF ROOF SUPPORT TANK OF RIB OF EXPANSION SUPPORT RING SUPPORT RING SIZE BRACKETS SEGMENTS BOLTS BRACKET RING ASSEMBLY CONNECTORS 42' 36 7 2 7 5 STANDARD 39' 36 6 1 7 5 STANDARD 36' 36 6 1 6 5 OPTIONAL 33' 36 6 1 5 5 OPTIONAL 30' 36 6 1 5 • 5 OPTIONAL 27' 36 5 1 4 4 OPTIONAL 24' 24 5 1 4 4 OPTIONAL _ 21' 24 4 1 4 3 OPTIONAL • 18' 24 3 _ 1 4 2 OPTIONAL *NUMBER OF HOLES FROM BOTTOM OF ROOF SHEET PAGE 19 JcAFrI1 Corparat/on ROOF CAP ASSEMBLY 27' -42' DIAMETER TANKS ROOF CAP HANDLE USE (2) 5/16" X 1 1/4" BOLTS W/SW ROOF CAP O' c),,esi • SPRING LOADED CAP LATCH (TYP 3 PLACES) Q LATCH TO LATCH CLIP USE (2) 1/4" X 3/4" BOLTS (TYP 3 PLACES) LATCH LUG USE (2) 5/16" X 1 1/4" \ `\ BOLTS (TYP 3 PLACES) LATCH CLIP WEATHERSKIRT SEGMENTS (TYP 3 PLACES) USE 5/16" X 3/4" TRUSS HEAD BOLTS • LATCH CLIP TO WEATHERSKIRT, ROOF PANEL & ROOF RIB. USE 5/16" i O X 1 1/4" BOLTS W/SW. .WEATHERSKIRT SEGMENT (36) REQUIRED ROOF PANEL • WEATHERSKIRT TO ROOF PANEL (Sc ROOF RIB) USE 5/16" X 1 1/4" BOLTS W/SW. PAGE 17 J5CAFCon - . (7ROOF CAP HINGE INSTALLATIO 12' —24' DIAMETER TANKS ROOF CAP (214001 ) elll HINGE SPACER HINGE (PART B) (214004) (214002) 3/8" X 3 1/2" BOLT WEATHERSKIRT (290012) (210196) 1 4 I, Pi, • ilipor 3/8" NUT (290014) • • HINGE (PART A) (214003) 0 0 NOTES: ' 1. Connect hinge (part B) (214002) to roof cap (214001) using (2) 5/16"x 3/4"HH bolt (290001) & 5/16"Hex Nut (290010). 2. Connect hinge (part A) (214003) to weatherskirt (210196) using (4) 5/16" x 3/4" HH bolt (290001) & 5/16"Hex Nut(290010). _ 3. Assemble together using hinge spacer (214004) & 3/8" x 3 1/2" HH bolt (290012) & 3/8" Hex Nut (290014) as shown. .PAGE 15 , . J5EAFC11 .. iff Corporation RIB & CENTER CLIP CONNECTIONS 36' DIAMETER TANKS 12 SPACES (TYPICAL) 12 SPACES (TYPICAL) USE 5/16". X 3/4" HH BOLTS 6 SPACES _ 6 SPACES 6 SPACES 6 SPACES o TO ATTACH RIB CLIPS & CENTER TYPICAL TYPICAL TYPICAL TYPICAL CLIPS TO THE ROOF PANELS - 1 RIB CLIP 1 1 T 1 (214520) I I I I I I i I I I 36 REQ'D) 1 ° ° 1 . ° ° 1 1 1 RIB CLIP CONNECTION USE 5/16" X 1 1/4" HH BOLTS ° CENTER CLIP USE 5/16" X 3/4" TO ATTACH RIB CLIPS & CENTER 214622 HH BOLTS TO STARTING HOLE ON PLUG EXTRA NOTE: STARTING HOLE CLIP TO THE TOP WALL SHEET (36 REQ'D) HOLES (OPTIONAL) • CAN VARY. 39' DIAMETER TANKS 13 SPACES (TYPICAL) 13 SPACES (TYPICAL) U RIB CLIP USE 5/16" X 3/4" HH . • RIB 5 SPACES _Z, SPACE 5 SPACES o 5 SPACES SP _ 5 SPACES a BOLTS &OCENTERH CLIPS TYPICAL TYPICAL • TYPICAL TYPICAL TYPICAL TYPICAL TO THE ROOF PANELS �1 1� i.. ..T°. II�� •• 11 °° TTII -T.. �� I T I 214520) I I I I I I I I I �36 REQ'D) ! 1 . . . 1 . . 1 1 1 . . . 1 .. . 1 . . . 1 1 1 RIB CLIP CONNECTION i . . . . . .USE 5/16" X 1 1/4" HH BOLTS `USE 5/16" X 3/4" TO ATTACH RIB CLIPS & CENTER CENTER CLIP HH BOLTS TO STARTING HOLE 214622) PLUG EXTRA NOTE: STARTING HOLE CLIP TO THE TOP WALL SHEET (72 REQ'D) HOLES (OPTIONAL) CAN VARY. 42' DIAMETER TANKS USE 5/16" X 3/4" 14 SPACES (TYPICAL) 14 SPACES (TYPICAL) HH BOLTS TO 5 SPACES _ _4 SPACES_ _ 5 SPACES _ _ 5 SPACES 4 SPA E PAC ATTACH RIB CLIPS & CENTER CLIPS TO TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL THE ROOF PANELS - - - « RIB CLIP u � (214520) I I I I I I I I I I I I I 36 REQ'D) 1 1 . . . 1 . . . . . 1 1 1 . . . 1 . . . 1 . . 1 11 . . . . . RIB CLIP CONNECTION USE 5/16" X 1 1/4" HH BOLTS USE 5/16" X 3/4" TO'ATTACH RIB CLIPS & CENTER CENTER CLIP HH BOLTS TO STARTING HOLE 214622) PLUG EXTRA NOTE: STARTING HOLE CLIP TO THE TOP WALL SHEET �72 REQ'D) HOLES (OPTIONAL) CAN VARY. •PAGE 13 , . SEA FEll . . ‘ff Corporation RIB & CENTER CLIP CONNECTIONS 12' DIAMETER TANKS 6 SPACES 6 SPACES 6 SPACES TO ATTACH RIB 3CLIPS &4" HH BOLTS TYPICAL TYPICAL TYPICAL CLIPS TO THE ROOF PANELS 610ENTER CLIP RIB CLIP 214622) ��"/_\`�� (214520) °°j°° 1 REQ'D) 1 1 1 i 1 T 23 REQ'D) I I I I I I I I I I I I I I I 1 ° ° ° i 1 ° ° ° ° 1\ .° ° ° 1 i 1 ° ° ° 1 i 1 �° -i 1 1 ° ° ° USE CENTER CLIP ON USE 5/16" X 3/4" RIB CLIP CONNECTION DOUBLE-WIDE PANEL ONLY HH BOLTS TO STARTING HOLE USE 5/16" X 1 1/4" HH BOLTS PLUG EXTRA NOTE: STARTING HOLE TO ATTACH RIB CLIPS & CENTER HOLES (OPTIONAL) CAN VARY. CLIP TO THE TOP WALL SHEET 15' DIAMETER TANKS ` 7.5 SPACES 7.5 SPACES ' . 7,5 SPACES J USE 5/16" X 3/4" HH BOLTS TYPICAL TYPICAL TYPICAL _I TO ATTACH RIB CLIPS & CENTER CLIPS TO THE ROOF PANELS CE N46E22)CLIP SRIB CLIP d--iii °°T°° 520 �1 REQ'D) 1 1 T (234REQ)D) I I I I I I I I I I ° ° ° ° ° i ° ° ° ° ° ° 1 . ° ° ° ° ° i 1 ° ° 1 i 1' ° ° ° USE CENTER CLIP ON USE 5/16" X 3/4" r RIB CLIP CONNECTION DOUBLE-WIDE PANEL ONLY HH BOLTS TO STARTING HOLE USE 5/16" X 1 1/4" HH BOLTS PLUG EXTRA NOTE: STARTING HOLE TO ATTACH RIB CLIPS & CENTER HOLES (OPTIONAL) 'CAN VARY. CLIP TO THE TOP WALL SHEET 18' DIAMETER TANKS 9 SPACES (TYPICAL) 9 SPACES (TYPICAL) _ USE 5/16" X 3/4" HH BOLTS 4.5 SPACES 4_5 SPACES_; 4.5 SPACES__ _4.5 SPACES, TO ATTACH RIB CLIPS & CENTER TYPICAL TYPICAL CLIPS TO THE ROOF PANELS RIB CLIP • 214520) i°"°i - - i°'°i 1 T T 1°"°i (24 REQ'D) I I I I I I I I I I I I I I I I I I \--N ° ° 4- 1 ° ° 1 ! ° i 1 ° ° 1 1 1 ° ° 1 1 ° 1 1 1 ° ° ° ° ° ° RIB CUP CONNECTION USE 5/16" X 1 1/4" HH BOLTS USE 5/16" X 3/4" TO ATTACH RIB CLIPS & CENTER CENTER CLIP HH BOLTS TO STARTING HOLE CLIP TO THE TOP WALL SHEET 214622) PLUG EXTRA NOTE: STARTING HOLE (24 REQ'D) HOLES (OPTIONAL) CAN VARY. 1 -K ___.c._.____________________.___________ C219 DIAMET ANI 10.5 SPACES (TYPICAL) 10.5 SPACES (TYPICAL) •� ' USE 5/16" X 3/4" HH BOLTS 5.25 SPACES,_._5.25 .SPACES 5.25 SPACES—5.25 SPACES TO ATTACH RIB CLIPS & CENTER ' TYPICAL TYPICAL 1 TYPICAL TYPICAL CLIPS TO THE ROOF PANELS 17- :-11To Visa - 1 1 o CENTER CLIP 1 ° 1 ° i ma- (214622) I I I I I I I I I I I (24 REQ'D) � ° ° ° 1 ° ° ° ° � ° ° ° ° 1 ° ° ° 1 i 1 ° ° ° 1 USE 5/16" X 1 1/4" HH BOLTS RIB CLIP USE 5/16" X 3/4" RIB CLIP CONNECTION / HH BOLTS TO STARTING HOLE TO ATTACH RIB CLIPS & CENTER (214520) PLUG EXTRA NOTE: STARTING HOLE CLIP TO THE TOP WALL SHEET (24 REQ'D) HOLES (OPTIONAL) CAN VARY. PAGE 11 FEll Corporation ROOF INSTALLATION DETAILS ROOF SEGMENT RING USE 5/16" X 1 1/4" BOLTS (S RAISE OR LOWER TO HELP INSTALL LAST ROOF PANEL ROOF PANEL CONNECTIONS 12'-42' BINS: 5/16" X 1 1/4" �- ROOF RIB SUPPORTS /;'�� ROOF LADDER TANK CROSS BAR STANDARD ON 39' & 42' CLEATS F DIA. HEIGHT �,I w w 12' 6'-7" 15' 7'-5" = w 18 8' 4" �' Q N qj 9' 2" _ oior /_I CO a 4' 10 -0' _�� o < 27' 10'-7" 0 aU Z 30' 11'-5" jjuiuFIrai_- i_Li I LA w 33' 12'-3" I 36' 13'-2" - -� -1 I 39' 14'-0" U 42' 14' 10" • w ~ • alffeall/Ramani TOP WALL -S 3 1/8" HOLE SPACING• SHEET RING AT TOP OF SHEET ROOF HATCH 9 3/8" HOLE SPACING AT BOTTOM OF SHEET . ROOF PANEL ROOF PANELS 5/16" X 3/4" BOLT/ 4141111i>.' 5: ' I 1 . 5/16" X 1 1/4"--/ BOLT CENTER CLIP CENTER CLIP #214622 ' 5/16" FLAT WASHER(SEE PAGES 11-13) ,, SLOTTED ON • ° sz, ON RIB CLIP ONLY TOP WALL SHEET RING 5/16" NUT RIB CLIP #214520 (SEE PAGES 11-13) PAGE 9 HSCAFE13. , ,, . , ._ CorporatInn ROOF ASSEMBLY 6' & 9' WATER STORAGE TANKS HINGE • ,, ROOF CAP/COLLAR RING ASSEMBLY INSTALL ROOF CAP /► o► COLLAR RING ON TOP _ OF ROOF SEGMENTS / I,� d ,i ', -I I 1 I I I I libi,. W . , • ROOF SEGMENT (6 Req d.-6dia ) (9 RR 'd. 9'dia.) 1 • 41" 5/16" X 3/4" BOLTS \\\s,, ' • . . . BEAD SEALANT � o 10 • • • •• BEAD SEALANT • CA 0 \ I . • BE SURE TO INSTALL COLLAR RING ON TOP SIDE OF ROOF SEGMENTS. THIS WILL INSURE .A WEATHERPROOF FIT. • • • WALL SHEET (2 Req'd. Per Ring-6'dia.) (3 Req'd. Per Ring-9'dia.) • NOTES: 1. Roof segment sheets fit outside wall sheet ring. 2. Top sheets must overlap lower sheets. . 3. Use bead sealant on all seams of roof assembly for weatherproofing. 4. For proper fitting roof, leave roof bolted loosely until roof collar ring has been installed, then - tighten all roof and collar ring bolts. PAGE 7 . . SEA FEll _. Carporatlon WATER STORAGE TANK SPECIFICATIONS " ROOF PANELS ROOF LADDER ANGLES (EXCEPT ROOF VENT 6'0 TANKS) <FIELD INSTALLED (OPTIONAL) ROOF HATCH „A A•000.01Ve (EXCEPT 6' & O9'0 TANKS) • t 1 EXTERIOR LADDER (OPTIONAL) ft {t CORRUGATED 1 WALL SHEET { Z .( Z 11I ANCHOR CLIP + I J (TYPICAL) I I1 7 CONCRETE FOOTING r • TYPICAL TANK ELEVATION • CAPACITY WALL CAPACITY WALL MODEL DIA. EAVE TO EAVE SHEET MODEL DIA. EAVE TO EAVE SHEET NO. HEIGHT (GAL) GAUGES NO. HEIGHT (GAL) GAUGES 601 3'7" 600- 20 7401 3' 7" 10 700 21) 602 6' 7'2" 1,400 20-20 2402 24' 7'2" 22,600 20-18 603 10'9" 2,100 20-20-20 2403 10'9" 34,500 20-18-17 604 14'3" 2,900 20-20-20-20 2404 14'3" 46,500 20-18-17-14 901 3'7" 1.500 20 2701 3'7". 13.500 20 902 9' 7'2" 3,100 20-20 2702 27' 7'2" 28,600 20-18 903 10'9" 4,800 20-20-20 2703 10'9" 43,700 20-18-15 904 _ 14'3" 6,500 20-20-20-20 2704, 14'3" 58,800 20-18-15-14 1201 3' 7" 2,600 20 3001 3' 7" 16.700 20 1202 12, 7'2" 5,600 20-20 3002 30, 7'2" 35,300 20-18 1203 10'9" 8,600 20-20-18 3003 10'9" 54,000 20-18-15 1204 14'3" 11 600 20-20-18-18 3004 14' 3" .72,600 20-18-15-13 1501 3'7" 4,100 20 3301 3'7" 20,200 18, 1502 15> 7'2" 8,800 20-20 3302 33, 7'2" 42,700 18-17 1503 10'9" 13,500 .20-20-18 3303 10'9" 65,300 18-17-15 1504 14' 3" 18,100 20-20-18-17 3304 14'3" 87,900 18-17-15-13 1801 3'7" 6,000 20 3601 3'7", 24,100 18 1802 18, 7'2" 12,700 20-20 3602 36' 7'2" 50,900 18-17 1803 10'9" 19,400 20-20-18 3603 10'9" 77,800 18-17-14 1804 14'3" 26,100 20-20-18-17 3604 14'3" 104,600 18-17-14-12 - 2101 3'7" 8,200 20 2102 21 7'2" 17,300 20-18 2103 ]0' 10 20-18-17 104 •4'3' • 35,60 . 20-18-17-15 ` PAGE 5 .... 5CAFCO. . Cnrporatlnn t WATER STORAGE TANK FLAT FOUNDATION PLAN A _ ANCHOR BOLT CHORD _ N in P` MIEBEIN-.- \ ' g117HTMEM 1!F- ' '� /// 7. lfr ,. / \\ \ WELL COMPACTED 6" X 6" X 10/10/ / j \C BASE COURSE WELDED WIRE MESH / i OR 5 1 (BY OTHERS) N (BY OTHERS) I ANCHOR B P1'%•0J 11 SECTION A-A Ii `'LT 0/gMETER I 1 ANCHOR CLIP BOTTOM 1 1 / " / WALL SHEET \ / I..►. \\ ��:�:�: / SEALANT AROUND , �������I / TANK PERIMETER \\ Numa ' / (BY OTHERS) ':;4 olw w ,' / .2 \ ., ANCHOR BOLT ` o0 O p d G O - 6" X 6" X 10/10 o o CONCRETE SLAB WELDED WIRE MESH (WIRE MESH FOUNDATION PLAN (BY OTHERS) NOT SHOWN) CONCRETE FOOTING DETAIL 1 QTY.OF QTY.OF TANK ANCHOR A B C TANK ANCHOR A B C DIA. BOLTS Dom' BOLTS 6' 4 4'-5 11/16" 6'-3 15/16" 3'-2" 30' 20 4'-7 3/8" 30'-2 7/16" 15'-1 1/4" 9' 6 4'-7 7/8" 9'-3 3/4" 4'-7 7/8" 33' 22 4'-8 11/16" 33'-2 1/4" 16'-7 1/8" 12' 8 4'-8 7/16" 12'-3 9/16" 6'-1 3/4" 36' 24 4'-8 5/8" 36'-2" 18'-1" 15' 10 4'-8 5/8" 15'-3 3/8" 7'-7 5/8" 39' 26 4'-8 5/8" 39'-1 13/16" 19'-6 15/16" 18' 12 4'-8 3/4" 18'-3 3/16" 9'-1 5/8" 42' 28 4'-8 5/8" 42'-1 5/8" 21'-13/16" 21' 14 4'-8 3/4" 21'-3" 10'-7 1/2" 48' 32 4'-8 9/16" 48'-1/4" 24'-1/8" 24' 16 4'-8 3/4" 24'-2 13/16" 12'-1 3/8" 60' 40 4'-8 1/2" 60'-1/2" 30'-1/4" 27' 18 4'-8 11/16" 27'-2 5/8" 13'-7 5/16" GENERAL CONCRETE NOTES: ., 1. Site must be 95% compacted soil back-fill or undisturbed soil. Site must be free from standing water and well drained. 2. Soil around footing ring must be uniform. (Not fine sand) 3. Foundation design is based on uniform soil bearing capacity of 2000 LB. per square foot. Concrete compressive strength at 28 days shall be 2500 psi. 4. Reinforcing steel-standard deformed bars Fy=40,000 psi. 5. Add (1)pound to rebar requirements for each end lap. Lap bars 15". 6. These are general concrete foundation requirements, and should be evaluated with respect to _ each site. Consult with a local engineer if site is questionable. 7. Foundation should be poured smooth for proper weather seal and bin anchorage. ADDITIONAL NOTES: 1. Chart above has concrete and reinforcing bar quantities for the foundation illustrated. Top of - foundation is 4" above grade. 2. Anchor bolts are 5/8"x 12"A307 with 3"threaded length. PAGE 3 . SCAFCO. Corporation Congratulations on purchasing a quality SCAFCO Water Storage Tank! The SCAFCO Water Storage Tank is a unique and practical combination of corrugated galvanized steel wall sheets, a conical galvanized steel roof, a vinyl liner capable of retaining water, and a concrete foundation. Proper design of a complete water storage system can only be insured by a local engineer skilled in the water supply field. Every tank purchaser should retain a local professional engineer and charge him with the responsibility for adequate design of the foundation, inlets, outlets, overflow pipes and controls. The success of a SCAFCO Water Storage Tank depends upon proper erection and installation of the tank. The following instructions will be helpful to those individuals involved in tank installation. • PAGE 1 ✓ . • Warranty The manufacturer warrants each new SCAFCO water tank manufactured by it to be free from defects in material or workmanship FOR FIVE YEARS from the date of initial installation by the original purchaser. If such a defect is found by the manufacturer to exist within the five year period, the manufacturer will,at its option, (a)repair or replace such product free of charge,F.O.B. the factory of manufacture, or(b)refund to the original purchaser the original purchase price, in lieu of such repair or replacement. This Warranty includes SCAFCO manufactured equipment only and does not extend to other suppliers'equipment. SCAFCO Corporation warrants to the original purchaser that if a SCAFCO tank liner fails due to defective workmanship in fabrication of the liner within ten(10)years from date of original purchase, and the warranty form has been completed, signed,and returned to SCAFCO within thirty(30)days of purchase, SCAFCO will repair,or, at its option,replace the liner F.O.B. Spokane, Washington on the following basis: Determination of repair or replacement shall be solely at the discretion of SCAFCO Corporation. During the first year after date of original purchase,there shall be no charge to the original purchaser for repair or replacement. After the first year, a charge will be made. This charge will be a percentage of the retail price in effect at the time of replacement or repair. Percentages are based on the length of time from date of original purchase. The following schedule sets forth the percentage rate: After 1 year —25% After 4 years—55% After 7 years — 85% After 2 years—35% After 5 years—65% After 8 years — 90% After 3 years—45% After 6 years—75% After 9 years — 95% • After 10 years— 100% This warranty is subject to the following terms and conditions: SCAFCO Corporation shall not be responsible for the cost of removal or replacement of any defective liner,nor for any other expenses or for damages for which might be incurred in such removal or replacement. This warranty relates only to manufacturing defects and does not include damage or failure resulting from other causes, including,but not limited to, acts of God,misuse or abuse, accident or negligence, fire, improper installation,or ice damage. Fading,microbiological staining of the liner,or any damage induced by the improper use of chemicals are not covered by this warranty. If a SCAFCO liner should fail during the warranty period as a result of a manufacturing problem covered by this warranty, the original purchaser will notify SCAFCO Corporation in writing by mail. This notice will contain the liner serial number, date of purchase,and a description of the defect. SCAFCO will determine if the liner is to be returned to the factory or will ask that the (1)defective area and(2)the part of the liner stamped with the serial number be cut from the liner and returned. Liner, or liner pieces, must be cleaned and returned freight prepaid to: SCAFCO Corporation, 6200 East Main Avenue,P 0 Box 11215, Spokane WA 99211-1215. Replacement liner will be shipped freight collect. ���`5 x c�� JEFFERSO UNTY i L ,,` J""' c` - ._ i ' 41 '� DEPARTMENT OF COMMUNITY DEVELOPMENT 11 621 Sheridan Street • Port Townsend •Washington 98368 4 L.1+ OCT `• 4 2004 360/379-4450 • 360/379-4451 Fax t� ti Iqs, HO www.cojefferson.wa.us/commdevelopment If`f EF „- - 87NO E7 oi. Master Permit Application MLA: " .. Project Description(include separate sheets as necessary): Tax Parcel so i D 3Z 020 properly e_ t- r Number: Size: J 7 ��J i�J (acres/square feet) Site Address and/or Directions to Property: P p J Property Owner(s) ofa Record: F/--F_'l- ! 2 r J�CN' / / / _ Telephone: 3txi 7Z. 'Oa7 Fax: ` ! email: /A OC`f/, Mailing Address: /I _ t// o . /� •• Ai /' _ ! l42 4.,, 3 7 4 Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies) 'Building ❑Variance(Minor, Major or Reasonable Economic Use) ❑Demolition Permit ❑Conditional Use[C(a),C(d),or C]** ❑Single Family ❑ Discretionary"D"or Unnamed Use Classification ❑Garage Attached/Detached ❑Special Use(Essential Public Facilities)** ❑Manufactured Home ❑ Boundary Line Adjustment ❑Modular ❑ Short Plat** ❑Commercial* ❑ Binding Site Plan** ❑Change of Use ❑ Long Plat** ❑Address ❑ Road Approach ❑ Planned Rural Residential Development(PRRDyAmendments** ❑Propane ❑ Plat Vacation/Alteration** ❑Allowed"Yes"Use Consistency Analysis ❑ Shoreline Master Program Exemption/Permit Revisions** ❑Stormwater Management ❑Shoreline Management Substantial Development** ❑ Site Plan Approval Advance Determination(SPAAD)* ❑ Shoreline Management Variance ❑Temporary Use ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium *May require a Pre—Application Conference **Requires a Pre-Application Conference Please identify any other local, state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attomey's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections.Access and riiyht of entry to this property shall be requested and shall occur only during regular business hours. •Signature: tia . Date: /O / ' CI The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-trans a responsibility f d 'ng to and complyi with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: �- ------ ' Date: / z7 � Ca G:\PeimitCenter\FORMS\DRD FORMS\Master Permit Application 7-8-04.doc I) OWNER BUILDER STATEMENT The signer of this statement does hereby certify that Uiey are the Owners of the parcel referenced herein,that y are not licensed contractors and that they will be assuming ponsibili of a General Contracto r the proposed project. Signature: L I � _�6ate: 7 Q 9 . c --. iri 1 f�, 11, 1! tit I 1 6 GENERAL CONTRACTOR OR MANUFACTUH{v,/,,,A,--.RED HOM INST�LER: PHONE: _ {1'' rFAX: ---1 i , //,46,( 0 ji MAILING ADDRESS: n t EMAIL: 1 !1_,. CONTRACTORS LICENSE WAINS S NUMBER: 14/ /4--I 1-2/tom°O '7 /c L NUMBER ( 1' ARCHITECT/ENGINEER: 5 6 A I-C�o 7 c ii L4(... U/'/,a,i45 PHONE ( ) t .I:_'._ :_`.FAX:•( 'y:.: ' _..i MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: j5, New 0 Wood Existing: ❑ Sewer O 'Addition Steel Proposed: Bank ❑ Community System ❑ Alteration/Remodel % Concrete Total: Height: ❑ Individual System ❑ Repair ❑ Masonry SEP Permit# ❑ Demolition 0 Other: Bedrooms: Water Supply: Existing: Setback: ❑ Private well 0 Two Party Type of Heat: Proposed: ❑ Public Total: Name of System: If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: ❑ Underground Tank ❑ Above ground Tank Size of Propane Tank: 0 Heat Stove ❑ Cook Stove ❑ Woodstove ❑ Fireplace Insert ❑ Hot Water Tank ❑ Pellet Stove ❑ Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage For Office Use Only = ` kS t `' � Yyh °4s ' a 4 Current Proposed . � . a ` f i � ° HMain Floor COnS a : o , ,. 3" 5 }s , �0:,,,,,, i 214u Floor t' . ise fee .qp. ti 4 , sit A.3"°Floor ; Additional Section q,-R. ti r 64'r y `fi�"'�V. �e "5t.' ) dF2e Mezzanine: Plan Check fee : 4 ,:,,c } i, Heated Basement State Surcharge fee `.' ,'t;' `:.• 'xn xac z ' -'. #E, , '� ._ Unheated Basement Pot Water R. '' ,y,f. { A=,. A . T-F. ,KA Other Unheated 94 4 t � :: • h S ( L �',-f„'. 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