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Application- Permit
Garfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. (� j ��v� Job Address et 3 Q iti- aa.co ua 8 f t s G ,P^? - 011- etc .01V Nature of Work 4 Pm 4 E 6). -ti -i, - Use ofBuilding AFL' c- Owner 1,0 6,, r A -01:-4--C Q `- (I 7 - Contractor i,t`-t {, `r _ Amount of Permit $ 9 f ? ., f 6 Date .cls *44 (;) CO Building Permit Clerk x Permit No: GARFIEkD COUNTY BUILDING PERMIT APPLICATION 108 8" Street, Suite 201, Glenwood Springs, CO 81601 Picone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 Parcel/Schedule No: 2/ 7 4°00 %3 AGREEMENT PERMISSION l5 HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMJTTED TO AND REVIEWED BY THE BUILDING DEPARTMENT IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 3018.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LLABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE UNTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom.003 L 511Z1-°(° (1A-* � [�ACKNOWLEDGE �>T� 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): Job Address: N `75/LJ l l f nim n6 1 Lot No:Block No: Subd. / Exemption: / 2 Owner:(7 l I %f 4 ( r i/llca Address /* �/6�� ci/fig � ola,b-62.s---1/?? Ph: Wk Ph: 3 Co tractor: ��1 Suke Liu- Address: ,?s/oYz �l•$ ffr.,y(yS ! P YX-a75 -DDiz Lic. No. 4 Architect/Engineer: J 4z/7i Address: C/-A,vb 74A,c{o-i� Co •S7i.Se Ph: Lic. No. 5 Sq. Ft. of Building: Sq. Ft. of Lot: Height: No. of Floors: 6 lise41-Bnft p: -/G,/rM/tifir'2 /00 ( 7 : /� //i Y �� / Describe Work:,,4 �n � �7 .6'14W"—� 8 Class of Work: ❑ New ❑ Alteration o Remove 47/7 ❑ Addition 44.1 ❑ Move -----4fQ 9 10 Garage:n� ❑ Single / 4 o Double 7744 Carport: o Single 4/4- o Double o Driveway Permit o On -Site Sewage Disposal ❑ Site Plan / /f/ A (Septic) 11 Valuation of Work: $ 36 4 q Adjusted Valuations: + 12 Special Conditions: t-=ff H A SEPARATE ISSUED THIS AUTHORIZED CONSTRUCTION PERIOD 1 HEREBY APPLICATION PROVISIONS COMPLETED GRANTIN TO VIO LOCA OFCI 51 �,1tti'. NOTICE ELECTRICAL PERMIT 1S REQUIRED AND MUST BE BY THE STATE OF COLORADO. PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION IS NOT COMMENCED WITHIN 180 DAYS, OR, IF OR WORK 1S SUSPENDED OR ABANDONED FOR A OF 110 DAYS AT ANY TIME AFTER WORK IS COMMENCED. CERTIFY THAT I HAVE READ AND EXAMINED THIS AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL OF LAWS GOVERNING THIS TYPE OF WORK WILL BE WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR REGULATIN, CONSTRUCTION OR THE PERFORMANCE "UCTION_ I. `..... ASV _ - r ` , Plan Check Fee: .�[� /_ r r b / �d SCI" Permit Fee: 5%3, 25- 2 2 93- J Total Fee: Dated Permit Issued: C.�7 Q S%_ //U . tJCoonst. OCC Group: Type: 1 i� Jt L\ Zoning: Setbacks: Mann. Home: ISDS No. & Fee: a s ' -,: i.T� ii DAT�� ` / BLDG DEPT. P aroor , APPROVAL . E AGREEMENT PERMISSION l5 HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMJTTED TO AND REVIEWED BY THE BUILDING DEPARTMENT IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 3018.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LLABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE UNTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom.003 L 511Z1-°(° (1A-* � [�ACKNOWLEDGE �>T� 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): r The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1997 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I underst and agree to abide by the above conditions for occupanc use and the issuance of a Certifi tebf Occup cy for the dwelling under building permit # c(( y Signature Date Bpcont03/2004 e GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling Construction under the Uniform Building Code"'. This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. 1 Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house - rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. NOTE: 106.3.1 (7.) Any site plan for the placement of any portion of a structure within 50 fl. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a Iicensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the ope. 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setbac do pPIY Yes 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent roperties), streams or water courses? Yes 4. Does the site per dicate the location and direction of the County or private road accessing the property 2 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? Yes No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes - No 17. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes AT- No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No 19. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes '4- No 20. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will not be accepts )Y out it. Yes / t No 21. Will this bp'the only residential structure on the parcel? r<Cfr- No If no -Explain: 22. Yes two (2) complete sets of construction drawings been submitted 23. Do you understand that the minimum dimensions a home can be on No with the application? a lot is 20fi.wide and 24. Have you designed or had this plan designed while considering building and other c• structi n code requirements? No 25. Do your plans comply with all zoning rules and regulations in the County related to your erties zone district? No 26. Does the plan accurately indicate what you intend to construct and what will receive a final ction by the Garfield County Building Department? es No 27. Do you understand that approval for design and/or construction changes are required prior to the , .plication of these changes? No 28. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? No 29. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoons. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 003. No 30. Are you aware that requesting inspections on work that is not ready or not accessible will It in a $47.00 re-inpsection fee? No 31. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of • . upancy and occupancy of the building? No es 32. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply the Uniform Building Code? No 33. Are you aware as part of the submittal for a building permit you are required to show proof of a driveway access permit from Garfield County Road & Bridge Department or if applicable the State Highway Department ? If a permit is not necessary, then a letter stating that information is required. You can contact the Garfield County Road & Bridge &etc,/ 6/79 Department at 6 53.601 or refer to the phone book for the State Highway Departments one number. No 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be uired at time of applicable inspection. Ye No 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/ScheduleNumber for the lot you are applying for this permit on prior to submittal wilding permit application? Your attention in this is appreciated. es No 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues e 1 No (please check with the building department about this requirement) 37. Are you aware, that if you receive your water and/or sewer from an Association, District, or Municipality you will be required to provide the County with a copy of the Tap Permit (or evidence of an exemption) at the time of the building permit application submittal? es No N/A I hereby acknowledge that I have read, understand and answered these questions to the be s ` my ability, -5–//(Y(cY gnature of Owner Date Phone: 97 4 . 6 / 29 9 (days); (evenings) Project Name: .4 i �' / o -(f'e 1 Project Address: C/ f f o a 6 �{ ' 1"(6S—a Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. Bpminreg03 /2004 6 a Leisure Living 2510 ' 6 & l{) (11-,1na1 Junction. CO 81505 Craig Wilcox 188 County Road 226. Rifle, CO 81560 Hi Craig, Thank you for the opportunity to provide an estimate for your new pool and spa. San Juan Pools have the reputation for being the finest in the industry and we at Leisure Living have been factory trained in the most advanced installation methods to help make your pool installation go as smooth and quickly as possible. You will find that fiberglass pools look better, will he easier to maintain, are stronger than concrete, require no painting or plastering. and no liner replacements. Project Summary 1. Excavation - Leisure Living will provide a dig plan and provide 2 men to help guide your excavator to dig the hole to exact specifications and grade. 2. Pool Placement - We will crane your new pool (San Juan Savannah Deep) into place, set it and backfill it with a flowable fill product that is very liquid. This will fill all voids under the pool and set up like concrete giving your pool incredible strength, will eliminate soft spots and will virtually eliminate settling. No other fiberglass pool company in Western Colorado is currently using this material, it is the most advanced method of fiberglass pool installation. 3. Automatic Pool Cover - The automatic cover will be recessed in the deck, will operate with hydraulics rather than gears and clutches. Your tracks will be recessed within the deck so they will not be an obstruction. The automatic cover mechanism has a 20 year warranty and the fabric will have a 7 year warranty. We will provide specs so that you can pour your new deck to accommodate your automatic cover 4. Chlorine Generator - Will make water maintenance trouble fee. Automatically generates chlorine as you need it, making the water easy on your skin and eyes and bathing suits. Estimate • San Juan Savannah Deep (includes your choice of stock tile) • main drain, skimmer and 2 returns for the pool • Fiber Optic light 4 color • Automatic Hydraulic Cover • Pump and filter • 30 KW Electric heater • Plumbing, pipe and parts • Crane • Flowable fill / backfill • Labor • Permits and plans • Goldline Chlorine Generator and operating system • maintenance equipment • Automatic pool cleaner Exeter Special Edition Spa • 3 Pumps • 70 Adjustable Jets • Eco Pur Filtration • Deluxe Cover • Polymer Cabinet • Ozonator • Microban Protection • 5.5 kw Heater • Electronic Controls • 7 yr Shell Warranty 5 yr Electronic Warranty 536,899.0() 7,197.86 Total S44,096.86 * (price includes all taxes) *electrical, excavation, and concrete deck and equipment pad by customer This pool is very complete and has been designed to be as maintenance free as possible. You will find that the automatic cover, the automatic chlorine generating system, and the automatic pool cleaner will give you more time enjoying your pool than maintaining it. If you feel there is anything that I have missed that we have discussed or if you wanted to make any changes or have any questions, please call me anytime at 256-0012 or 261-7747. We appreciate the opportunity to serve you! Sinceyety, Ron Cormack Tereasa Baker From; Wendy Mead Sent: Monday, May 10, 2004 9:51 AM To: Tereasa Baker Subject: Exemption Letter Craig Wilcox Good Morning Tereasa, Kriag asked me to get this to you. This is for Craig Wilcox 188 CR 226 Rifle, CO 81650 970-625-1799 Ted morgan inspected the driveway at 188 CR 226 -Rifle, CO and it meets Garfield County Road and Bridge specs and no driveway permit is needed. If you have any questions, contact Kriag Directly. Have a great day! Wendy 1 PLAN REVIEW CHECKLIST IN Applicant &) /c C Building /.,/ • R Engineered Foundation /ii, Driveway Permit Ste. AI, tQ Surveyed Site Plan (.1• 4Septic Permit and Setbacks ✓ Grade/Topography 30% al Attach Residential Plan Review List --inimum Application Questionnaire Li A Subdivision Plat Notes AA Fire Department Review Valuation Determination/Fees ----"led Line Plans/Stamps/Sticker -- Attach Conditions ✓Application Signed ./Plan Reviewer To Sign Application arcel/Schedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: Date G- ,2 -OC/ Planning/Zoning Property Line Setbacks 30f1 Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes rr .e /AC5r. `J _ ,�, • -'etas - • - J J • rs ez is I `��v r • 1 P• - r 1 fl� 121f1 ap s -4. 'trarev Q r, �•a:aT Ii ti f—� - • s. r.) 114 e y: -c 1Mbor "' �f wt J1/pr P4 r-71‹ 003 R i f ( c, 1 .F '''.."'"7.7... w. tq rpt � ., . , , _ ` i`i i`_ -- r-• ''' 7.,"S •'-'''' - \ ` , 1 ; �� yr r"�� ? f . , '�.e4.r_ Name: RIFLE FALLS nick S YD Acr5 Date: 7/7/2003 Scale: 1 inch equals 2000 feet - r'- Location: 039' 38' 20.2" N 1076 43` 15.0" W Caption: TS 03128A Cud 1007. Aiapirch, Inc. Mab 04 04 01:26p LEISURE LIVING 1• lqs AA. ci) olk *53 `5‘. 40% .40 19702560607 p.1 6 r\ si4,t) f J REFERENLF LINE 7•-2' BLOC BREAK Rpr 30 04 07:15a - Whitewater Building Materials Corp. 940 South 10th. Grand Junction, Co 81503 (970) 241-5966 CONCRETE MIX DESIGN MIX ID : 298 Flow Fill [ J 150 PSI SOURCE OF CONCRETE : Whitewater Building Materials Corp. WEIGHTS PER CUBIC YARD ASTM C-150 ASTM C-33, ASTM C-33, WATER, LB TOTAL AIR, (SATURATED, Holnam Type I-II LA, LB Concrete Sand, LB #8 Concrete Aggregate, LB (GAL -US) WATER/CEMENT RATIO, LBS/LB SLUMP, IN CONCRETE UNIT WEIGHT, PCF p. 1 04/30/04 SURFACE -DRY) YIELD, CU FT 0.51 13.01 5.28 7.49 0.81 100 2167 870 467 ( 56.0) 3.0 +/- 1.5 4.67 8.00 133.0 Slump will be adjusted to meet job requirements_ r+nr+r+anr.n nv TOTAL 27.10 post-tr Fax Note 7671 3d p `vaoll° / G° i i v ie Z 1 ✓E .meq Jj/f /1/ir p0 4"1 ;may x5G -1"647 Flax. r E--1SREPORTTm . S 8014-7 A Lr Ar CmT o rat.+ti ER -2417 Reissued January 1, 2002 ICBG Evaluation Service, Inc. • 5360 Workman Mill Road, Whittier, California 90601 • www icboes.org ' Filing Category: SWIMMING POOLS AND SPAS FIBERGLASS ONE-PIECE SWIMMING POOLS AND SPAS SAN JUAN PRODUCTS 2302 LASSO LANE LAKELAND, FLORIDA 33801 A.E.C.C.fSAN JUAN POOLS 850 NORTH DAVIDSON BOULEVARD ELOY, ARIZONA 85231 1.0 SUBJECT Fiberglass One-piece Swiminrny Pools and Spas 2.0 DESCRIPTION 2.1 General: The San Juan Products swimming pools and spas consist of one-piece fiberglass construction. shop -formed over a mold. The model numbers and sizes are shown on Table 1. All references to pools in this report apply also to spas, The fiberglass pool is formed against a one-piece interior form or mold in the following manner. The form is treated with a parting agent to ensure separation of the liner from the mold after fabrication An isophthalic/neopentyl-glycol gel coaling 30 mils (0 8 mm) thick is spray-applieffto the surface of the form A fiberglass hand leyup consisting of a 1'4 -ounce (40 g) reinforcing mat of random chopped strands of fiberglass is applied to the cured gel coating, which Is then treated with a 100% pure vinylestef polyester resin applied with a 35 percent minimum saturation factor. A second layer consisting of 11/7 -ounce (40 g) reinforcing mat is laid over the previous layer and saturated with a 100% pure vi'. flester resin. The third layer consisting of a 24 -ounce (700 g) woven roving is applied over the previous construction and saturated with another coating of a 100% pure vinylester resin The process of alternating layers of fiberglass mat and woven roving saturated with resin is continued until a total of rive layers has been built up. The completed pool has a minimum cured thickness of 3fe inch (4.8 mm) The woven roving and reinforcing mete are applied so that the lapped splices between the individual rolls of the material occur at the same locations and are 8 to 8 Inches (152 to 203 mm) wide. This provides an additional thickness (a total of 10 plies) to the liner in the form of periodic stiffening elements. The fiberglass has an average tensile strength of 25,452 pounds per square inch (175 47 MPs) and a modulus of rupture of 40,005 pounds per square inch (275 8 MPa) The pools have a fiberglass coping approximately 6 inches (152 mm) wide around all sides, the exterior edge of which is bent down or depressed to engage the poured -in- place concrete coping during field installation. One Domer of the pool end is provided with curved steps for access. • A main drain is built into the fiberglass pool at the deep end Extending from the main drain box are the necessary service lines to the filter equipment A gravel sump is ; I' provided beneath the main drain base to collect any ground water or drainage from the sand bed on which the pool is installed Leading from this gravel sump is a l'12 -inch (38 1 mm) plastic pipe extending to ground level which is utilized to relieve hydrostatic pressure by oollecting and disposing of ground or seepage water when it becomes necessary to empty the pool. The pool is provided at the deep end with an underwater recessed light pocket and floodlight The floodlight and all electrical apparatus in connection with the pool are regmired to be adequately grounded. All plumbing and electrical work is required to comply with the codes in effect at the construction site. The pool design requires it to remain full of water at ail ' times A permanent sign is to be attached to the plumbing equipment and is to read as follows' "Notice—Pool is • designed to remain full of water et all times. Pool shell may be damaged If water level is allowed to drop below the pool skimmer When appreciable drawdown is notioed or If It becomes necessary to drain the pool, contact San Juan Pools, Inc., or its agents for Instructions." A pressu1e- sensitive plastic sticker will be installed adjacent 10, the above sign by the manufacturing licensee, giving his name address and telephone number. it I• 2.2 Installation: The pool may be installed without a soil investigation by ill; j qualified engineer, providing none of the following 1 r, conditions are encountered and the site is approved by tht building official: . 'I- 1 1. The existence of ground water within the depth of the' pool excavation. 2, The existence of an uncompacled fill in contact with any . portion of the pool. 3 The existence of any expansive or adobe -type soils. et or witttin the confines of the pool area. 4. The existence of any soil types whose angle of repose will not support the walla of the excavation atthe de rgd. slopes. 5, The location of the proposed pool excavation so 1tat k would have a tendency to endanger adjacent If one or more of the above co the excavation for the pool shall specific conditions at the sits recommendations made by a engineer's report of this review be submitted to the building the construction site. and hie! continuance of the work. 0REPORTS' 11.'rfnbe41,41,0urrd WI NI:4VMfrl aeittefMsoraryWherennhW i owciflcof&arlllossedHer Cr' kMan* dar on nrfa mwterf of hire nrhl.er of rhe repnrf nr a reaamnerrd,Nan far its ase. Thar e u no warranty by kW Symboling Service. kir. [Wear or yr.pih4 ar w ary finh+*R 01 wirer mom, fie rhri repo, I. or as fn ary proeirer evnrredby thr report Copyright 0 2002 L. -----P- 3Ifil�� , Page 2 of 3 ER -2417, The excavation for the pool consists of removing the existing soil from the proposed area, utdiaing chain -type screeds to ensure a 6 -inch (152 mm) minimum over - excavation at the pool bottom and all sides. The required drains and plumbing work are installed and a contoured layer of clean sand is placed in the lower areas of the pool up to a point al which sloughing would occur The pool is then placed on this sand bed and carefully aligned and leveled to pieclurle ally buckling or irregularities in the fiberglass Water Is introduced into the pool proper and up to a level approximately equal with the sand layer. The backfilling with sand is carefully continued upward, maintaining appr orunalely a uniform height around the four sides of the pool at all trines The sand Is consolidated by flooding with water as the work progresses. The pool is simultaneously filled with water as the backfilling progresses. maintaining approximately equal levels The sand backfill is stopped at the level of the bottom of the concrete coping or ail sides of lire pool The outside lip of the fiberglass pool coping detail is embedded in a conci ete walkway installed around the entire pool See Fiuuii" 1 for complete details The walkway Is reinforced with G in' h by-G-incli (152 mtn by 152 mm) No. 10-0 wire rnesli 2.3 Identification: Each pool or spa is identified by a coded imprint above or below the st iiniuer signifying model and date of manufacturing The company name and factory letter are also noted TABLE 1 3.0 EVIDENCE SUBMITTED An engineering report, detailed plans specifications end internal quality control manual. 4.0 FINDINGS That the Fiberglass 9ne-plece Swimming Pools and Spas described In this report comply with the 1997 Uniform Building CodeTM, subject to the following ; conditions: 4.1 Construction and pool Installation comply with I' this report and the manufacturer's Installation Instructions. 4.2 Electrical and plumbing Installations comply with the respective codes in effect at the construction site. 4.3 Pools are installed by a factory -trained and licensed Installer or agent approved by San Juan Products. 4.4 Clearances from slopes must be as set forth In Section 1806.5.4 of the code. 4.5 Barriers In accordance with Appendix Chapter 4, Division 1 of the code are provided where pools are located on pr ises of Grou R, Division 3, occupancies. •0 This report is subject to re-examination In two years. M[lr'FI 10 12.3 WIDTH Eh .1 11EPIH614,i APACITY1101015l 1 FNOTII P In 1 aM6pr t 1 Uenp End ny5 i 22222:2 mQQN 4aN N p4H 4QQ N N N N 2 A Qh s r Y 3: 3 i c pgqgp 9. P. 44a044 e4404444.rna 94�42*P p4444a444440:9 p4444 ���-bRS_n-__RgNAR«rmRRERNEXZggggnnn�RnagC.:sna: 70unaooen depth 1.606 P7513 1 4 e 1 depeh 2.650 51 m 4 5 uniferrn depth 7,660 n75 441 union dere. 3,400 n5R 4.0 un8mm depth de 6.000 re.FAIN*4euNene molt 0 000 775he4 6 ueteee 668th 111,906 01.1311 44 un59ne depth 3.200 6317h 3-0 1 50 4.600 e1 4-0 uniform depth 4.400 650f 5 0 undmin depth 5200 GM 4-O undo's! depth 4600 7t, rr43. 4 0 ulvrmn depth 4 0 urilvm depth 6900 5,960 a+*+ 3-6 widow% depth 5,023 1751,1 re --1r;{" 6.400 175, 30 60 7.500 100 3 6 04 9.000 61501 3-1 30 7,000 175. 34 34 6.000 135h 3 a 5 6 9.400 21411e 3 6 54 6.666 150 4 0 4 10 esde 3106 3 3 10 53,030 2905 3.6 64 3,0110 1491» 34 a 4 5.600 tams 3-0 14 6.100 6796 3 6 60 10.100 350 3-5 5-0 19000 4606 3 6 61 11,000 45114. 31 a-0 14.1100 4+1~1 3 a a a 15.300 725848 34 610 52.000 400% 3 5 64 13,500 450 39 0-0 56.900 3756 3-3 a4 OA60 0106 3 a 6-0 11.600 650844 3 5 3-13 10100 6406 3 6 44 13000 390141 31 5-0 16,100 5766 34 14 max* 6736e 34 64 14004 540 341 54 IMOD 5006 95 6.1 10.000 5756 3-6 90 17170 5601ae 210 9-1 1 17,900 b derides pod WW1 bendy k denola4 pool bdriny shape a denotes 17061146. Mlodled spa For SI 1 kith + 759 mm, 4 1661.304 a mm, 1 Radon = 3.79 L 1+ 1' 1.1, { i• • V T • Page 3 of 3 lost iMMIAN_DAlFAX Sft' T104 &INA d MIS 1'•it ,ye 402,2 at taro hi. crivii r'rnifM mow roiesnrucrrov sffciriearrONS. L arALSw.Ar 4Patc Rf ccwr mous AROIPOOO(�(� Rtrl+r m TAT rinwro 0WfgNlt FOR {aANp/av .. r is91C p s� ER -2417 , '1 7 ' 1j FIGURE 1 C towk, ?tv-4L'44 I . .111 I I: . ADVANTAGES AND BENEFITS • WATERPROOF - Drive mechanisms fully submersible, no longer an problem nor does recess flooding mean an expensive electric motor replacement • SAFETY - No electncs near the pool for greater safety All electric power and switches are remote at the equipment pad also means fewer problems with inspections • POWER - Hydraulic power delivers more power, yet dials in only as much as needed to operate the cover Virtually all pool configurations can now be covered, what before was a limitation Is now the norrn • FAILSAFE - • DURABILITY - Pressure relief valves gently stop the cover if ft meets an obstruction, instead of breaking a mechanical shear pin linkage that needs to be replaced before operation Hydraulics are widely used in heavy equipment The unique patented duo -motor HYDRA-MATIC System eliminates mechanical linkage and clutches to change cover direction and motion of the cover It has the least number of parts of any other automatic pool cover system, yet has the full range of safety and convenience features Originally designed for Commercial Application • LIMIT SWITCHES - Elegant in its simplicity, the end of travel of the cover at each end of the pool is controlled by pressure relief valves • WARRANTY - The HYDRA-MATIC cover system comes with a twenty year limited warranty on the mechanism, and a seven year limited warranty on the fabric For additional warranty intorrnation call your Aquamatic representative AQUAMATI C Safety Pool Covers '& s ,45_4.• K • orf 4 p ' MIK A MAIK (OVER SYSTEMS `. a 7 HYDRAMAT Why choose a HYDRAMATICTM automatic pool cover On the surface, most pool covers look similar but the most important and costly part of any pool cover is the mechanism And the patented mechanism of the HYDRAMATICTb1 represents the best value for your durable investment. Designed to last the lifetime of your pool, the HYDRAMATIC°' is maintenance free, and the most reliable coi,er sys- tem manufactured with the most extensive warranty in the industry today: • Unique fluid drive dual motor is fully submersible • No electrics near the pool powerpack (pump) can be placed up to 150 feet away • Quick and easy to open - takes just 30 seconds on average • Trouble free slider system - the cover closes square every time • Installation on most pool types and shapes • Leaves and debris are collected when the cover as opened to remove rainwater • Saves money on chemicals, energy and water loss from evaporation • Pressure relief valves gently stop the cover at end of travel • 20 year limited warranty on the mechanism =moi • ��r 100 it Max (30 m) 30 ft TT(max 9m) AQuAMAnC COYER SYSTEMS Authorized Dealer Manufaccured by AQUAMATIC COVER SYSTEMS USA 200 Mayock Rd , GilroF, CA 95020 Tel 408.846.9274 • 800 262.4044 Fax 408 846 1060 • 800 600 7087 E-mail: info©aquamaticcovers com Visit us online wwrw.aquamaticcovers.com Available Worldwide Contact us for an office near you ASTM MEMBER ,ryl�l � u� c:=1, CE•eA& LIS •P/ L POOL in •nfu 1'*■ • 4 \ l 15 Reasons why you should choose a HYDRAMATIC hydraulic automatic cover system 1. Hydramatic hydraulic drive systems are WATERPROOF Other electric automatic cover systems have electric geartnotors which can be damaged when submerged in water resulting in costly repairs which are not covered by any warranty. The unique HYDRAMATIC duo -motor hydraulic system can be repeatedly submerged without any adverse affects. Don't be misled by so-called submersible electric motors which have a gasketed metal sleeve around the electric motor. These sleeves will still "sweat" on the inside airspace and can sell corrode the electric motor and bearings. A hydraulic motor fully contains and is lubricated by the hydraulic fluid which drives it ! 2. Hydramatic systems are FULL FLUID DRIVE systems Don't be fooled. This patented - virtually no maintenance dual -motor fluid drive is unique! Elegant in its simplicity - one motor closes the cover - another opens the cover. Other so-called single motor hydraulic systems are really hydraulic (mechanical systems complete with clutches and shearpins which need to be greased and maintained regularly - and are harmed by moisture or submersion! 3. Hydramatic systems are FULLY AUTOMATIC Systems No Manual LATCH is required to keep the cover closed. Other clutch and brake electric systems will open if the cover is walked on - or can be manually pushed open far enough to endanger a small child ! To meet ASTM F1346-91 safety standards - a small manual latch/strap is attached to the leading edge of the cover which must be fastened to the deck to make the cover safe. Every time you either open or close your "automatic" cover, you must first walk to the leading edge of your cover at the end of your pool to manually unlatch your cover, and then walk back to your key switch to open your cover. ( see their Homeowners manual ) The HYDRAMATIC system keeps the cover closed and sealed with a small amount of Hydraulic pressure and check valves. NO LATCHES/STRAPS ARE REQUIRED ! 4. Hydramatic systems eliminate electricity next to the pool for greater safety Hydramatic systems have the hydraulic powerpack - the pump which drives the two motors, and the electric controls located at the pool equipment pad along with the filter and other pool equipment. Two hydraulic lines are all that connects the systems two motors at the cover recess next to the pool. NO ELECTRICS AT THE POOL . The open/close key -lock control switch may be located in a convenient place in full view of the cover. Other additional key -lock controls are possible and optional. Other electric clutch and brake systems usually have the electric gear motor located right next to the pool in the cover recess. In many cases, especially the lower cost models, so are the operating controls - in contravention of most local codes. The below deck recess is subject to damp conditions and may frequently be flooded, if the drains in the cover recess are not kept clear. • f y 5. Hydramatic systems are DURABLE, and have fewer parts Hydraulics are widely used on heavy equipment. The Unique patented duo -motor system eliminates mechanical linkages, brakes and clutches to change the cover direction and motion of the cover. It has the least number of parts of any other cover system, and does not require lubrication. yet has the full range of safety and convenience features. 6. Hydramatic systems have a LEADING EDGE SLIDER system - no wheels We invented leading edge sliders ( U.S. patent 4,939,798) Sliders are tough Delrin runners on each front edge of the cover which slide in the track extrusion mounted on each side of the pool. Sliders support the leading edge in a more aesthetic manner, and also protect the front corner of the fabric from tearing back and creating an unsafe condition. On top of the deck track systems, sliders hold the leading edge closer to the deck and more securely to the track , and do a better job of preventing access under the cover. 7. Hydramatic systems have a simple positive cover TRAVEL LIMIT system Pressure relief valves gently stop the cover at the end of cover travel - standard equipment on all Hydramatic systems. It's positive and simple- when the leading edge touches the end of the pool it must stop and the slight fluid overpressure causes fluid to bypass back to the reservoir and cease to drive the motor. Other electric systems generally offer limit switches as an option. Most electric systems do not have this option and you must "eyeball " and stop the cover at the right place. If you miss you may run the cover fabric out of the track or worse - break a shearpin or drive bolt. 8. Hydramatic built-in systems SEAL better to keep out leaves and dirt! The leading edge bar of the cover is kept tight against the end of the pool under a slight amount of hydraulic pressure - a direct result of (see #5) above. This gives a better seal to keep dirt and debris from getting into your pool. Other "clutch and brake" types of electric covers may break a "shearpin" if you try to drive the leading edge hard against the end of the pool. If supplied with an electric limit switch - the sensor will try to stop the cover at a preset position - no pressure is applied to keep the cover tightly closed. 9. Hydramatic systems are more fail-safe Pressure relief valves gently stop the cover if it meets an obstruction in closing the cover. Other covers break a mechanical "shearpin" linkage that needs to be replaced before operation. This is not a simple repair . Average time to replace - 20 minutes to one hour - or a call by a service technician at a charge. Remember - a broken shearpin or drive bolt is not covered by their warranty !! 10. Hydramatic covers close square A patented automatic cable compensating system makes sure that the cover fabric closes squarely for a perfect tight and safe seal. Other "clutch and brake" systems may close as much as several inches off -square. This is the result of varying uneven cable wind-up on the two cable spools which pull each side of the cover closed. To adjust this you will need to unwind and manually re -attach the rope to the reels each time. 11. Hydramatic systems have an easy to use Rainwater removal system Removing rainwater off the top of a Hydramatic system is easy. Simply retract the cover and water on the top of the cover passes through a patented fine screen mesh into the pool, trapping leaves and debris. (See the video) Water is removed in minutes simply by retracting the cover, instead of hours with a pump! Other clutch /shearpin cover systems use a small cover pump to remove water from the top of the cover. (not removing water off the cover during operation would likely result in breaking the mechanical shearpin!). Remember, on these systems the water must be removed off the top of the cover before the cover can be opened! And don't forget , the pump, electrical supply cord and the drainage hose must also be removed off the cover - before the cover can be opened. Not veru automatic! 12. Hydramatic systems have the best fabric on the market Hydramatic systems are supplied with a 16 oz / sq.yd. coated homogeneous vinyl fabric, with a polyester mesh reinforcing substrata. The vinyl has special U.V. and chlorine inhibitors to enhance fabric life. This same material is used for heavy-duty truck tarpaulins. Cables for the covers are custom made by manufacturers of yacht braids. These high quality cables are more densely constructed, have lower stretch characteristics and longer life. Other electric clutch/shearpin cover systems use usually use a 14 to 16 oz per sq. yd. laminated fabric. Laminated fabric is made bonding several thin films of vinyl on each side of a polyester scrim. Problems can occur in this process in getting the films to bond properly resulting in de -lamination. 13. Hydramatic cover systems use more attractive, solid cover recess lids. Because the hydraulic controls are remote and the system is waterproof there is less need to have ready access to the cover mechanism recess, ie. to clean the drain, adjust the brakes, change or replace the shearpins, lubricate clutches. The cover recess can now be covered with brick, tile, coping stone or concrete sections. Hydramatic systems can also be supplied with an attractive composite polymer lid available in 6 decorative colors, or a aluminum extruded lid. Unlike other cover systems, the Hydramatic aluminum recess lid has a two inch front vertical face which serves as structural bracing and also to more adequately hide the mechanism. Other electric clutch/brake generally use an extruded thin aluminum lid with an approx. 1" front face. These lids can not be walked without severe deflection and permanent bending and also leave a Targe unsightly opening. 14. Hydramatic systems have been independently tested and exceed ASTM F1346-91 safety standards. Hydramatic systems have been independently tested by two Engineering test labs including UL and found to exceed this standard. Powerpack electrics are listed by UL, CSA & CE approved. 15. BEST OF ALL - Hydramatic has the best and longest warranty ! 20/7 yrs. The hydraulics and hardware have a limited twenty year warranty. The cover fabric has a limited seven year warranty. Other competitive electric clutch/brake systems offer anywhere from a 2 to 10 year limited and pro- rated warranty on the mechanism ( watch the fine print on electric motors ), and a 2 to 7 year limited prorated warranty on the cover fabric. ****s**»**s***********s********** Hydramatic hydraulic automatic safety cover systems are manufactured by Aquamatic Cover Systems ( AMCS Inc., a California Corp.), a closely held family owned company. The company has been manufacturing Automatic Safety Covers for the past 24 years. Based in Gilroy, CA., the company has distribution and installation centers worldwide. Aguamatic Cover Systems- 200 Mayock Rd. Gilroy, CA. 95020 800-262-4044 www.aquamatic.com COMPARISON OF HYDRAULIC COVER SYSTEMS Only two types of Hydraulic Cover Systems are available in todays market place: the Hydramatic Dual Motor Full Fluid Drive system by Aquamatic, and a Hydraulic/Mechanical single motor systems offered by Cover Pool, Coverstar, and Pool Cover Specialists The Dual Motor Hydramatic system is a complete departure from the old style maintenance -prone electrical/ mechanical pool covers drive systems. In this system , Hydramatic has one waterproof hydraulic motor directly coupled to the cover drum, and another motor coupled directly to the cable reel - thereby utilizing the tough internally lubricated and protected bearings of the hydraulic motor to provide zero maintenance reliability. A patented hydraulic manifold with a single simple shuttle valve provides smooth fluid interaction between the two motors so that when one motor drives the drum, the other imparts enough fluid resistance to keep the cover cables taut to prevent entanglement, thus eliminating the need for reel braking systems and the independent reel ratcheting devices found on other covers. A simple patented pulley cable compensating equalizes tension on both cables and keeps the cover running square. Aquamatic also developed a simple keyswitch control solenoid operated direct acting remote powerpack to power the motors. The other Hydraulic/Mechanical systems retain all of the drive mechanism of the electric covers complete with reel brakes, double dog clutches, shearpins/drive bolts, reel ratcheting and numerous grease nipples to keep all parts running smoothly, and only substitute a single hydraulic motor for the electric motor. This saves having to replace the electric motor if a system is submerged, however, the mechanical system will likely have to be re -greased and serviced. Tabular comparison of Hydraulic Cover Systems Manufacturer Aquamatic Cover Pools Pool Cover Spec. Coverstar System Tyke Full Hydraulic Hydra/Mechanical Hydra/Mechanical Hydra/Mechanical Waterproof Fully waterproof T Partial Partial Partial Travel limits Pressure relief valve ?? ?? Sensor/relief Open/close Dual motor direct drive, with instant response, soft fluid start. No shock loading. Single motor with reversing dog clutch, with delayed engage- ment hard impact start. Single motor with reversing dog clutch with delayed engage- ment hard impact start. Single motor with reversing dog clutch with delayed engage - ment hard impact start. Cable tension and compensation Tension by fluid resistance. Cable tension equalization with simple patented self -aligning pulley compensating system. Double brakes on reels. Cable tension by independent bra- king reels. Cable compensation by mechanical reel ratchet system. Double brakes on reels. Cable tension by braking indepen- dent cable reels. Manual rope adjustment only. Brake on single reel. No cable tension compensation. Inherent chance of loose cable entanglement. Manual rope adjustment only. Drive Lubrication None required grease nipples grease nipples grease nipples? Rainwater removal Standard automatic screen water removal Cover pump only. You have to manually Cover pump only. You have to manually Cover pump only. You have to manually system. Also optional self starting pump. place and remove it place and remove it from the top of cover. place and remove it from the top of cover. from the top of cover. a •� No. :1) Assessor's Parcel No Date Ya7‘..)Ci .. p r/� BUILDING PERMIT CARD Job Address (1 ! �) ' 1 �` �� 11-24--& U� C Address( I fl) C e, 'f Phone # ,-;)-51-/ '1 `/ Contractor ` - - i `-G Address -15/V 7?-, /. S 6 5 ). Wo /f 5-797c ?56 4i 11 Owner etbacks: ff Front Soils Test Footing Foundation Grout Underground Plumbing Rough Plumbing Framing Insulation Roofing Drywall Gas Piping ft-P. RH LH Zoning INSPECTIONS NOTES Weatherproofing Mechanical Electrical Rough (State) Electri al Fin State) Final �r �becklist Completed? l/ Certificate Occupancy # Date Septic System #yi4 Date Final Other k co A1'\ - I5kA0.91 (continue on back)