Loading...
0006-047 (RPL)M LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License# Lic. Class e s Exp. Date 012( Gatj - jJ Ell Signature of Contractor=. 1 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as .their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). ( ) I am exempt under Section , B&P.C. for this reason Date Signature of- Owner WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ( ) I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ( f I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier & policy no. are: CarrierSTA1'B MIMI)) Policy No. 147IN4.00 y (This section need not be completed if the permit valuation is for $100.00 or less) ( ) I certify, that in the performance of the work for which this permit is issuedlk-r I shall not employ any person in any manner so as to become subject to the workers compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor C�o�de, I s all forthwith comply with those provisions. Date: •j Applicant•..""'`'✓ Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of thi"s-applicaton agrees to, & shall, indemnity & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. i I certify that I have read this application and state that the above information is correcta I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned propIert' for inspection purposes. t ianature (Owner/Agent) �'�Date i� BUILDING PERMIT PERMIT# DATE VALUATION I�LOT 0-047 TRACT W/07/20C S17S93.00 JOB SITE APN ADDRESS 77-920 CAY.XX XM'_FNADA 773-274.011 OWNER CONTRACTOR / DESIGNER / EN (NEER DAVW & WC=.9Ai TF14BERN All MJ,EE1: CAN POOL & SPAS 77920 CA;f.JZItN`+11lUDA -Al PO K& 311 LAQUJN`X'A CA 92253 R1rDLANDS CA.- 92373 (509)798.7242 Milo 6132 ,USE OF PERMIT �Y7,_t_'t�Ti,ra-- FIRER€' LASS POOL & 5PA 0030 #.XIt 3753: 130 1-F., 5' C AR1,7, KN t�i� LICITY S7`KODARD -' O'� & ARM AR€ ISi'�.3 S�ie�;1,L E FK PI ACF PRIOR TO I+1i. LING POOL OR STIA WITH WATER. POOL, AND10R SPIE 15 000.00 LS 5 FT. WALL 120.00 I.F x \ x a rMATM COST 01T C°ON.113 'UC17011? 17,598.00 0 YERM r M.'NUMMMlit PLAN CHECx, FRE 101-000.435.318 $105,30 COVI STRUCTION FEE 101-000.418-000 $216.00 MECHANWAL FE •- POOL 101 -ON -421.000 $24.00 F.I ECTRIC.A.I FEZ = POOL 1151-000.42fl-004 $45.00 P1:,11iAISM0 FEE POOL 101.000.419.000 $27.00 ar ' 8U1F3-MTAL 0014 UCTION.iAM) PLAN C"REC K $417.30 LMIS RRFI-PAID PM1 $0.00 TOTAL PXRM •! FEES ME NOW RECEIPT DATE BY' DATE FINALED INSPECTOR INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans 0. K. to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final Final POOLS - SPAS - BLOCKWALL APPROVALS Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test oor Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final COMMENTS: Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) A RE -INSPECTION FEE OF $30 WILL BE CHARGED IF THE APPROVED PLANS AND 10B CARD ARE NOT ON THF SITE FOR A SCHEDULED - ,�„PECTION. un rvl%[DTi0hl(Zl • + 4 4 ,�,o. a 9 41 0.' ICBO Evaluation Service, Inc. ®° 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 n A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT ER -3753 Copyright © 1999 ICBO Evaluation Service, Inc. Reissued August 1, 1999 Filing Category: SWIMMING POOLS AND SPAS (266) HAWAIIAN FIBERGLASS POOLS HAWAIIAN FIBERGLASS POOLS, INC. 17031 MUSKRAT AVENUE ADELANTO, CALIFORNIA 92301 1.0 SUBJECT Hawaiian Fiberglass Pools. 2.0 DESCRIPTION 2.1 General: The swimming pools are of one-piece fiberglass construction, shop formed over a mold. The materials are mat and woven roving fiberglass, hand laid over a mold and bonded with vinyl ester as well as polyester resins. The exposed surface is fac- tory coated with an isophthalic gel a minimum of 30 mils in thickness. The completed pool has a minimum cured thick- ness of 1/4 inch. The cured fiberglass has an average tensile strength of 18,000 psi and a modulus of rupture of 36,000 psi. For sizes and capacities of pools, see Table 1. The pool shell is structurally constrained by a continuous concrete bond beam and is supported by a backfill of minimum 6 -inch layer of compacted clean sand. The pool has a fiberglass coping approximately 6 inches wide around all sides which is partially encased in poured -in-place concrete slab. For further details, refer to Figure 1. The narrow end of the pool is provided with curved steps and a seat. A main drain is built into the fiber- glass pool at the deep end. A 2 -foot -square gravel sump is provided beneath the main drain base to collect any ground- water or drainage from the sand bed on which the pool is in- stalled. A 11/2 -inch -diameter PVC pipe is connected from the sump to equipment pad and is capped. All plumbing and electrical work must comply with the codes in effect at the construction site. The pool design re- quires it to remain full of water at all times. A permanent sign is to be attached to the pumping equipment and is to read as follows: Notice: Pool is designed to remain full of water at all times. The pool shell may be damaged if water lev- el is allowed to drop belowthe pool inlet. When appre- ciable drawdown is noticed or if it becomes necessary to drain the pool, contact Hawaiian Fiberglass Pools, Inc., or its agents for instructions. A pressure -sensitive label is installed adjacent to the above sign by the manufacturing licensee displaying his name, ad- dress and telephone number. 2.2 Installation: The pools may be installed without a soil investigation by a qualified engineer, provided none of the following conditions is encountered at the site and subject to approval by the build- ing official: 1. The existence of groundwater within the depth of the pool excavation. 2. The existence of an uncompacted fill in contact with any portion of the pool. 3. The existence of any expansive or adobe -type soils at or within the confines of the pool area. 4. The existence of any soil types whose angle of repose will not support the walls of excavation at the desired slopes. 5. The location of the proposed pool excavation is such as to have a tendency to endanger adjacent structures. If any of the above conditions is encountered, the excava- tion for the pool shall cease immediately until the specific con- ditions at the site have been reviewed and recommendations have been made by a qualified engineer. The engineer's re- port of this review and recommendation is to be submitted to the building official having jurisdiction over the construction site, and his approval must be obtained prior to the continu- ance of the work. The excavation of the pool consists of re- moving the existing soil from the proposed area with an over - excavation of a minimum 6 inches on all sides. The required drains and plumbing work are installed and a contoured layer of clean sand is placed at the lower areas of the pool up to a point at which "sloughing" would occur. The pool is then placed on this sand bed and carefully aligned and leveled to preclude any buckling or irregularities in the fiber- glass. Water is then introduced into the pool up to a level ap- proximately equal to the sand level. Backfilling with sand is carefully continued upward, maintaining an approximately uniform height around the four sides of the pool at all times. The pool is simultaneously filled with water as the backfilling progresses, maintaining approximately equal levels of water in the pool and the backfill sand layer. The backfill sand is con- solidated by flooding with water as the work progresses. The sand backfill is stopped 6 inches below the bottom of the cop- ing on all sides of the pool. The outside lip of the fiberglass pool coping is embedded in a concrete walkway (bond beam) installed around the entire pool. See Figure 1 for details. The concrete shall have a minimum compressive strength of 2,000 psi at 28 days. The pools are to be installed only by factory -trained and ap- proved agents or franchised installers in accordance with the requirements of this report. 2.3 Identification: Fiberglass one-piece swimming pools are identified by re- cessed lettering displaying the company name, serial number and date of manufacture. 3.0 EVIDENCE SUBMITTED An engineering report, pool plans, test data for the fiberglass material and a quality control manual have been submitted. Evaluation reports of ICBG Evaluation Service, Inc., are issued solely to provide information to Class members of ICBG, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBG Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBG Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report oras to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 3 Page 2 of 3 4.0 FINDINGS That the Hawaiian Fiberglass Pools are alternate meth- ods of construction for swimming pools to these speci- fied in the 1997 Uniform Building Code'", subject to the following conditions: 4.1 The construction and pool installation comply with this report and the manufacturer's instructions. 4.2 Electrical. and plumbing installation comply with ER -3753 the respective codes in effect at the construction site. 4.3 The pools are installed by a factory -trained and li- censed installer or an agent approved by Hawaiian Fiberglass Pools, Inc. 4.4 Clearances from slopes must be as setforth in Sec- tion 1806.5.4 of the code. This report is subject to re-examination in two years. TABLE 1 -POOL MODEL, DIMENSIONS AND CAPACITY MODEL WIDTH (feet, or feet -Inches) LENGTH (feet, or feet -Inches) SHALLOW END (feet, or feet -Inches) DEEP END (feet, or feet -Inches) APPROXIMATE CAPACITY (gallons) Tropical 10 18 4 4 2,900 Pahn 11 25 4 4 7,400 Mahana 11 41 4 4 13,500 Roman 11 27 3 5 8,800 Neptune 11 23 3-6 5-6 6,000 Caribbean 11 20 3-8 5 4,100 Lake 11 20 4 4 3,950 Sand 11 18 3-8 4-6 4,050 Pond 11 16 4 4 2,800 Luau 12 28 4 6 9,500 Key West 12 22 4 4 4,050 Islander 12 24 3-6 5-6 7,800 Catalina III 12 26 3 5 8,500 Maui 12 27 3-6 5-6 9,700 Aloha II 12 28 3-6 5 11,350 La Costa 12 21 4 4 5,000 Waikiki 13 29 3-6 5-6 10,500 Honolulu 13 33 3-6 6 14,000 Newport 14 30 3-6 5-6 11,500 Newport I 14 32 3-6 8 17,200 Ojai 14 28 4 6 13,900 Newport 1I 14 32 3-6 5-6 15,900 Atlantis 14 32 3-6 6 13,500 Catalina 14 32 3-6 8 17,300 Catalina II 14 32 3-6 6 15,000 Savana 14 32 3-6 6 12,000 Palos Verdes 15 33 3-6 7 18,600 Aloha 15 34 3-6 6 15,900 Diamond Head 15 37 3 8-6 18,000 King 16 34 3-6 8 17,000 Venice 16 32 4 6-6 15,900 Capistrano 16 34 3-6 7 16,500 Laguna 16 34 3-6 7 16,200 Del Mar 16 40 3-6 8 22,700 Baron 16 34 3-6 6-6 14,800 Kahuna 16 34 3-6 6-6 14,800 7' Spa 7-0 7-0 2-10 2-10 470 Kehei 7-6 14-9 4 4 2,200 T-6" Spa 7-6 7-6 2-8 3-6 495 La Jolla 8-0 36-0 4 4 5,500 8' Spa 8-0 9-6 3-6 3-6 730 9' Spa 8-10 8-10 3-6 3-6 800 Oahu 8-6 20 5 5 3,900 Miho 8-6 11 3-6 ' 3-6 1,000 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 gallon = 3.785 L. Mage 3 of 3 r 4 3'0" MW. IN ADOBE SOIL ' MASTIC SEAL JOINT ( 6 x 6-W1.4 x WI.4 WELDED I WIRE FABRIC ,,�•SLOPE 1/4" PER FOOT r� C.ON. 4 o 0 / X X 4" X 10" FTG. -V p p -i--- *0„ X e`er• ��' o e c _ ,10 all PAPER OR SAND s • • e c ` fJ SEPARATOR '.'•� i�• ��II�= (�I��NNI�1 FOR CLAY (ADOBE) SOIL ONLY W REBAR 4" (MIN.) COMPACTED GRAVEL FOR ADOBE SOIL ONLY. 6" W COMPACTED SAND (TYR) SAND FIBERGLASS POOL SHELL For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. DESIGN FOR STANDARD DECK (WALKWAY)—FIGURE 1 ER -3753