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0403-331 (AC)LICENSED CONTRACTOR DECLARATION A .I hereby affirm under penalty of perjury that I am licensed under provisio slof hapG,er 9 (commencing with Section 7000) of Division 3 of the Business and r Professionals Code, and my License is in full force and effect. License # Lic. Class- Exp. Date 760335 () `'; . 03/31/2( Date Signature of Contractor 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 f.:.. 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. ( ) 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: Carrier 3TATK 11TRYND . Policy No. 1603301-012 (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 issued, 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' compensati6nn rroyisionsof Section 3700 of the Labor Code, I shall,forthwith comply with those provisions. Date'? Applicant— Warning: pplicant 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 this applicaton agrees to, & shall, indemnify & 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 160 days from 'date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and 'state that the above information is correct. 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 property f Udjir-_s_ ection purposes. ) 'c t• Signature (Owner/Agent) ' �' V Date P BUILDING PERMIT PERMIT# , DATE /VALUATION. �e LOT TRACT r KJOB SITE ADDRESS�—�:1�I.COt.1n.�u3 APN OWNER "' CONTRACTOR/DESIGNER/EN (NEER A &BROOK A. ROOK DrVM,0PA FNF COMPA14 51.160 31- NNEC0CK WLIS 5140 A'Vit:NIL1A L-RCMAS Qu 'A CA. 9:7I253 CARIS)3AU CA. 92008 ('360)804.88,68 031,4 3;76 USE OF PERMIT C MMERCTAL 391 S F COMFORT STATION TO 1ENLACZ II.ILrWTICAI. COMFORT ST.ATIMI H DII'1t`EitILOT LOCATION, 2001 C8C, CONTRACT AMOUNT 4q E6%MATEW COFf Of, C0.{!i7MUC7.70N P 100 W. GARY CONSTRUCTION FEE 101-000.418-000 PLAN CHTf.CX F9fP 101-000-s 39-31 S $211.25 MECHANICALIEE 101-000-421.000 $34, 0 FI.ECTRIC L, "M 101-000-420-000 $43.50 PLUMBING FRES 101.000-419a000 3118.50 STRL3NO 11t1OiJUN PIX- COMM 100-000-241-000 $4.51 .ART SN PUBLIC PLACES - COW 270.000-445-000 3[07.33 Y MTB -Tc AX CtNA3ZtUC1ION' A1• D PT..M CUSCIC $749.59 LW' S P.RWALD SSS $0.00 n g TO. KinM3T FEES iJ E .N'A W $749.59 MAR 2 6 2004 CITY OF LA QuitaA '' RECEIPT l +I B. DATEFINALED INSPECTOR INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR " BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings _ Ducts Slab Grade �U� Retum Air Steel Combustion Air Roof Deck 'f ' j1 Exhaust Fans O.K to Wrap F.A.U. Framing d Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation ? Condensate Lines Party Wall Firewall Exterior Lath s Drywall - Int. Lath t Final Final PPROVALS POOLS - SPAS steel Set BacksElectric Bond Footings Main Drain Bond Beam Z Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Unes ; Heater Final Water Piping Plumbing Final Plumbing Top Out �' i Equipment Enclosure Shower Pans I O.K for Finish Plaster Sewer Lateral t Pool Cover Sewer Connection 1 Encapsulation Gas Piping Gas Test Appliances Final Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fodures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) COMMENTS: I X A Bin #City of La Quinta Building a< Safety Division P-0• Box 1504, 78-495 Cane Tampico _ La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: J �l �L� I S O%mcr*s Name: S �, A. P. Number: Address: CA J6 Lceal Description: City. ST. Zip: Contractor.F Address: 's i CIO VC, o, Telephone:. Xproject Description: C O f �. City, ST. Zip: Coy(' 6 CA Telephone: L6 6(A _ State Lic. # : City Lic. #: Arch., Engr.. Designer _ Address: City, ST, Zip: Telephone: :`.�.�..�.•_,._,,. ..; -� ._ Construction Type: Occupancy: State Lic it: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: G ✓ 2, UG J^ "4p, Sq. FL:q6 IN Stories: N Units Telephone # of Contact Person: imated Value of Project: 50 )70 A APPLICANT: DO NOT WRITE BELOW THIS UNE M Submittal Req'd Ree'd TRACKING PERMIT FEES Plan Sets Plan Check submined Item Amount Structural Cala. Reviewed, ready for corrections Plan Check Deposit Truss Cala. Called Contact Person Plan Check Balance Energy Calm Plans picked up Construction Flood plain plan Plans resubmitted htecbanical Grading plan 3-' Review, ready for correctionstissue Electrical Subcontaetor list Called Contact Person Plumbing Grant Deed Plans picked up S.M.1. H.O.A. Approval Plans resubmitted Grading IN HOUSE: ''' Review, ready for correctionslssue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees 457 t P OPOS OGO M ORT Z 4 6.8 47 x r27' sQ 457. 1 _4-rR sn O TRACT 0. 29147-1 456.2 • l 15 VACANT .12 1 460.6 2 F 57.4 10� yG4 .2 8S: 4$66 561���xo� 455 456'11 456.5 ELL SITE + AI 0 R S E 79-799 Old Avenue 52 D Lo Ouinta, CA 92253 D 0 K I C H Voice: 760-771-4013 S C H U L T Z FAX 760-771-4073 PLANNERS` ENGINEERS SURVEYORS I.\48000\IXHIBfiS\COMFORT—STA 9-10-2003 .r.. 'a► ✓'" � q� '1�►�of!_ t r i I Ij To: Greg Butler, Building & Safety Manager From: Oscar Orci, Planning Manager To CDD: 11-05-2003 Due date: 11-12-2003 Status: 1 sT review -Building Plans Approval (This is an approval to issue a Building Permit) The Commurfity Development Department has reviewed the Building Plans for the following project: Description: C OMFORT STATION Address or general location: 81-160 SHINNECOCK HILLS Applicant Contact: STEVE VANLINE (760) 801-3981 The Community Development Department finds that: ❑ ...these Building Plans do not require Community Development Department approval. Ep'' ...these Building Plans area roved b the PP y Community Development Department. N6 S—�L,q�1 4< ❑ _these Building Plans require corrections. Please forward a copy of the attached corrections to the applicant. When the corrections are made please return them to the Community Development Department for review. v/sn•/car vrci, Planning Manager r �f (4A v T C CITY OF LA QMTA PLAN CHECK CORRECTION LIST South Coast Architects 13 Corporate Plaza # 210 New Port Beach, CA 92660 PLAN CHECK NO.: 0311-027 JOB ADDRESS: 81-160 Shinnecock Hills SCOPE OF WORK: - Restroom building 390 sqft March 16, 2004 SECOND/FINAL CHECK OCCUPANCY: B TYPE -OF -CONST.: V -N The submitted plans and specifications have been reviewed by the VCA CODE GROUP. In our professional opinion the plans are in substantial conformance with the building codes and regulations adopted by the CITY OF LA QUINTAand the State of California Amendment. APPROVAL FOR A BUILDING PERMIT IS HEREBY RECOMMENDED SUBJECT TO OBTAINING APPROVALS/CLEARANCES FROM ALL APPLICABLE CITY DEPARTMENTS, AGENCIES, AND ASSOCIATIONS. Plans checked by: Hue . Luu VCA CODE GROUP 295 N Rampart Street, Suite A Orange CA 92868 (714) 978-9780 Ext. 114 VCA File No. LQ -15727 1 r 07/01/2004 �; • ..w. * .02:55-. ' 19497525321• GOUVIS ENGINEERING ' -PAGE 01 '1z group, July 1, 2004 Steve Van Lue Ashbrook Communities 1545 Faraday Avenue ' Carlsbad, CA 92008 Re: Weiskopf Course Y Field fix GECG job No, 60523••301 � Dear Mr, Van Lue, Pursuant to your request regarding the above captioned project, we submit the following. See attached devil frsr f"- ix- t d missing concrete curb between the rest rooms. The existing a'7nhor . ' -bol at 48'�o.c. can be used as tie between thestab and thecurb_ [No.Ce: Please verify the above with the building department prior-to-mnstruction, r „ I— f.yyu have any questions please do not hesitate to contact this office. T Sinrerel Y, . - GC7UViS-ENGINEERING-�ONSWLTING�GRdUP; INC.' , ' Christina{ llva Y VAP.`_Canstruction.Adn+inistration Attachments—(1) RdFESwSI(a� -VO. C 31261 pVill _ ig of CAu�a�` MOO Un,i1,w, 14iai \ •' �:; � 4Ni•,vhc,rl ita:,cai, t a1 „ � -. � `r;::;`::,;: ;,: :,.. Sf rr,0 I';,lmS�•rin!;::. UA I>1cs:n,P<,n.i';:� SucP:tlttCnli,,(;,A tialtl.�k, C:ily.11'1' _ llu(;hihlipi,c::ily,Vfrinam 07/01/2004 02:55 '19497525321 GOUVISENGINEERING ` w.` PAGE 02 __ .. _ F�--ER-2469 {S REPORT" Reissued July 1, 2001 ICBG Evaluation Service, Inc. 9 5360 Workman Mill Road, Whittier, California 90601 • www.icboes.org Filing Category: SKYLIGHTS AND SMOKE VENTS (232) BRISTOLITE SKYLIGHTS BRISTOL FIBERLITE INDUt dba BRISTOLITE SKYLIGH' 401 EAST GOETZ AVENUE POST OFFICE BOX 2515 SANTA ANA, CALIFORNIA 1.0 SUBJECT Bristolite Skylights. 2.0 DESCRIPTION 2.1 General: Y OF LA Q V i N I �- 31/2 -inch (89 mm) vertical leg. Flashing is 5 to 6 inches (127 to 152 mm) wider than the opening. The leg is cut at the curb IILDING &SAFETY (JEPT width with the end tabs bent flat. These pieces are placed APPROVED under shingles at the high end of the openings. A second flashing piece is prepared similarly, except the ends are cut FOR CONSTRUCTI J and bent to wrap around the curb. The two pieces are coated DATE—*Ik_ Bristolite Skylights are skylights with glazing of approved plastic materials formed to a dome shape. Figure 1 and Tables 1 through 5 contain further information. All series are available in both curb -mounted and self -flashing models. See Table 1 for general description of the skylight models. 2.1.1 S Series: The S series uses 0.125 -inch -thick (3.2 mm), one-piece fiberglass domes fabricated in 3 -ounce (85 gram) fiberglass roving impregnated with polyester resin and classi- fied as CCI plastic. The self -flashing version is mounted to a 4 -inch -high (102 mm) frame with 23/4 -inch -wide (70 mm) mounting flange formed from 6063-T5 aluminum. The dome edge is covered by a continuous, No. 26 gage [0.019 inch (0.48 mm)], galvanized steel angle. See Table 3 for additional description. 2.1.2 AS Series: The AS Therm -o -weld series uses acrylic plastic domes, classified as CC2 plastic and recognized in Evaluation Report ER -2576. These domes are chemically fused to a fiberglass frame consisting of 3 ounces (85 grams) of fiberglass roving impregnated with polyester resin and classed as CC1 plastic. The self -flashing version is mounted to a 4 -inch -high (102 mm) frame with a 23/4 -inch - wide (70 mm) mounting flange formed from 6063-T5 aluminum. See Tables 2 and 5 for additional description. 2.1.3 AL Series: The AL Alumi-lite series uses acrylic plastic domes, classified as CC2 plastic and recognized in Evalua- tion Report ER -2576. These domes are attached at the faa tory to a retaining frame fabricated from 6063 T5 aluminum. The self -flashing version is mounted to a 4 -inch -high (102 mm) frame with a 23/4 -inch -wide (70 mm) mounting flange formed from 6063-T5 aluminum. See Tables 2 and 5 for addi- tional information. 2.2 Installation: 2.2.1 Curb -mounted Units: The curb is minimum 2 -by -6 lumber, sized to the inside dimensions described in Table 2. This curb must allow the plastic -dome edge to be at least 4 inches (102 mm) above the roof plane. The roof covering is then removed. The opening is cut into the roof, and damage to rafters must be avoided. The curb is mounted to the roof deck to the satisfaction of the building official. No. 26 gage (0.48 mm) corrosion -resistant metal flashing, 14 inches (356 mm) wide, is bent into an "L" shape with a onj faying surfaces with mastic and bonded together. The sides of the opening are flashed with 12 -inch -wide (305 mm), L-shaped pieces lapped 3 inches (76 mm) under the previous piece and under the shingles. A bottom piece of flashing is placed. Each flashing piece is nailed to the curb at the joint. A continuous caulking bead is placed on top of the curb. The skylight is set on top of the curb and positioned to allow a 1/4 -inch (6.4 mm) gap between the unit and the side of the curb. The unit is then nailed to the curb according to Table 4. Nail heads should be 1/16 inch (1.6 mm) from curb to permit movement. 2.2.2 Self -flashing Units: Self -flashing units must not be installed on a wood shake or wood shingle roof. The opening is cut into the roof and damage to rafters must be avoided. The edges of the opening are framed with nominal 2 -inch - wide (51 mm) lumber. A 4 -to -5 -inch -wide (102 to 127 mm) band of roofing mastic, 1/4 inch (6.4 mm) thick, is applied around the opening. The unit is then set into the mastic and fastened according to Table 4. The flanges are covered on the sides and top with a roof covering. 2.3 Identification: Each skylight is identified by a label bearing the Bristolite Sky- lights name and address, the plastic dome thickness and classification, the evaluation report number (ICBG ES ER -2469), and a safety label warning of risk of fall. 3.0 EVIDENCE SUBMITTED Data in accordance with the ICBG ES Acceptance Criteria for Plastic Skylights (AC16), dated April 1997, and the ICBG ES Acceptance Criteria for Skylights with Plastic Frames (AC79), dated April 1994. 4.0 FINDINGS That the Bristolite Skylights as described In this report comply with the 1997 Uniform Building CodWli, subject to the following conditions: 4.1 Skylights are installed in accordance with this report, manufacturer's instructions and Section 2603.7 of the code. 4.2 The maximum roof live load is 20 pounds per square foot (958 Pa). 4.3 The maximum roof wind -uplift load is 13 pounds per square foot (622 Pa). 4.4 The AS series is installed only where nonrated roof coverings are permitted. This report is subject to re-examination in two years. REPORTS- are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by lCBO Evaluation Service, Inc., express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2001 Page 1 of 5 Page 2 of 5 ER -2469 TABLE 1 --GLOSSARY OF MODEL TYPES MODEL TYPE DESCRIPTION CURB MOUNTED SELF FLASHING ALUM. RETAINER CAP CCI FIBERGLASS RETAINER SKIRT CCI ONE-PIECE FIBERGLASS DOME CC2ACRYLIC DOME OR PURAMID S -CM CCI FIBERGLASS DOME X 141/4 x 14 1/4 0.125 X X X S -SF CC] FIBERGLASS DOME 19 x 19 X 5 X X AS -CM THERM -0 -WELD ACRYLIC DOME X 5 3030 X X AS -SF I THERM -0 -WELD ACRYLIC DOME 5 X X X X X ALCM ALUMI-LITE ACRYLIC DOME X X X X 42 x 42 X AL -SF ALUMI-LITE ACRYLIC DOME X X X 461/4 x 461/4 0.125 X ACS -CM THERM -0 -WELD ACRYLIC CIRCULAR X X 48 x 48 X 5 X ACS -SF THERM -0 -WELD ACRYLIC CIRCULAR X X 0.187 X 7070 X TABLE 2-BRISTOLITE ACRYLIC SKYLIGHTS INSIDE CURB OPENING -DOME THICKNESS --DOME RISE TYPES: AS -CM, AS -SF, ALCM, AL -SF, ACS -CM, ACS -SF MODEL SUE (Nominal) AS -CM, AS -SF ACS -CM, ACS -SF AL -CM, AL -SF INSIDE CURB DIMENSION (Inches) DOME THICKNESS (Inch) DOME RISE (Inches) 1414 X X 141/4 x 14 1/4 0.125 5 1919 X X 19 x 19 0.125 5 2222 X X 221/4 x 221/4 0.125 5 3030 X X 301/4 x 301/4 0.125 5 3737 X X 37 x 37 0.125 5 4242 X X 42 x 42 0.125 5 4646 X X 461/4 x 461/4 0.125 5 4848 X X 48 x 48 0.150 5 5555 X X 55 x 55 0.187 6 7070 X X 701/4 x 701/4 0.250 7 7575 X X 75 x 75 0.250. 8 8484 X X 84 x 84 0.250 9 9292 X X 921/2 x 921/2 0.250 10 2230 X X 221/4 x 301/4 0.125 5 1422 X X 141/4 x 221/4 0.125 5 1446 X X 141/4 x 461/4 0.125 5 2237 X X 221/4 x 37 0.125 5 2246 X X 221/4 x 461/4 0.125 5 2272 X X 221/4 x 72 0.125 8 2296 X X 221/4 x 96 0.125 10 3037 X X 301/4 x 37 0.125 5 3046 X X 301/4 x 461/4 0.125 5 3069 X X 301/4 x 691/2 0.125 7 3096 X X 301/4 x 96 0.125 10 3496 X X 34 x 96 0.150 10 36120 X X 36 x 120 0.250 12 3746 X X 37 x 461/4 0.125 5 3775 X X 37 x 75 0.150 8 3859 X X 38 x 59 0.150 6 4669 X X 461/4 x 691/2 0.150 7 4689 X X 461/4 x 891/2 0.150 9 4896 X X 48 x 96 0.150 10 48120 X X 48 x 120 0.250 12 5460 X X 54 x 60 0.187 6 6096 X X 60 x 96 0.187 10 24 dia X 24 0.125 5 31 dia X 31 0.125 5 43 dia X 43 0.125 5 54 dia X 54 0.187 6 67 dia X 67 0.187 17 91 dia X 91 0.250 19 For SI: I inch = 25.4 mm. V, Page 3 of 5 ER -2469 TABLE 3--BRISTOLITE FIBERGLASS SKYLIGHTS INSIDE CURB OPENING—DOME THICKNESS—SOME RISE TYPES: S -CM, S -SF MODEL alzE (Nondnal) STA. PROD. ONES 84M, 8SF INSIDE CURB DWNSION (Inches) DOME THICKNESS (Inch) DOME RISE Qndi") 1414 X 141/4 x 1444 0.125 5 2222 X 221/4 x 22!/4 0.125 5 1422 X 141/4 x 221/4 0.125 5 2246 X 221/4 x 461/4 0.125 5 2272 X 221/4 x 72 0.125 7 2246 X 221/4 x 96 0.125 10 3037 X 301/4 x 37 0.125 5 4896 X 48 x 96 0.125 10 For SI: l inch = 25.4 stun. TABLE 4—MINIMUM NUMBER OF SKYLIGHT ATTACHMENT FASTENERS MODEL SIZE (Nwr*W LD.) CURB-MWNTED AL -CM, AS -CM. ACS -CMI SELF -FLASHING S -SF. AS -SF. AL -SF, ACS -W 1414 12 8 1919 12 8 2222 16 8 3030 20 8 3737 24 12 4646 28 12 4848 28 16 5555 32 16 7070 40 20 7575 44 20 8484 44 24 9292 48 28 1422 14 8 1446 20 10 2237 20 10 2246 22 10 2272 28 14 2296 34 18 3037 22 10 3046 24 10 3069 30 14 "3096 36 18 3496 36 18 36120 44 26 3746 26 12 3775 32 16 3859 30 14 4669 34 16 3689 40 20 4896 40 22 48120 44 28 5460 40 16 6096 42 22 24 dia. 9 8 31 dia. 9 8 43 dia. 9 12 54 dia. 9 16 67 dia. 9 16 91 dia. 21 28 For SI: I inch = 25.4 mm. 'Fasteners arc 6d corrosion -resistant common nails. 217astcncrs are 16d corrosion -resistant common nails. TABLE 5—MINIMUM NUMBER OF DOME RETAINER FRAME FASTENERS MODEL SIZE (Nominal I.D.) AL -SF/ ASSF. 84F, ACS -SF `1414 4 Chemically Fused 1919 4 2222 8 3030 8 3737 12 4646 12 4848 12 5555 16 7070 16 7575 16 8484 20 9292 20 1422 6 1446 8 2237 8 2246 8 2272 10 2296 12 3037 10 3046 10 3069 12 3096 14 3496 16 36120 20 3746 12 3775 14 3859 14 4669 14 4689 16 4896 16 48120 20 5460 16 6096 18 24 dia. n/a 31 dia. n/a 43 dia. n/a 54 dia. n/a 67 dia. n/a 91 dia. n/a For SI: I inch = 25.4 mm. INo. 8 stainless steel screws. Page 4 of 5 ER -2469 1/8' STL. POP RIVETS 2 - ANCHOR 16•o.c. MAX. ROOFING BY OTHERS 2X Cl V2') VIDE WOOD I/,• CURB BY OTHERS ROUGH OPENING MODEL "M OEIr<SAIt PROMM fly WME FASM" ALUM IV' FRWE CONTINUOUS NO. 26 GAGE GALVANIZED STEEL ANGLE ANCHOR ROOFM BY Onm\ / BY 07WS ROM OPENAV MODEL : S -SF I OpTl. I',, T- ey OWNS I F ---ALUM. 'Sr fRUIE ROUGH OPENING ANCHOR MODEL : AS -SF FIGURE 1 Page 5 of 5 ER -2469 AMW DOME AM PERAUf1El? GIPS J ` ICOAOEWTE PRONSM By PPENE CASIKET 1/27 mw mm BY 07KW ACRnIC AUAIL PERA EIER GIPS GA.9U ,,,ALM 'SF- FRAME MODEL : AL -SF RGURE "Continued) 91 WA � PAbNSpN i GIP FASTENER Al7QfW 0,/"BY OATERS NSTA-. , - 2" C/ _:"Y>VU BOX MCKINZIE 7.LrL MO (760) 360-0728 METER/VGPS DISTRIBUTION 120/230, SINGLE PHASE Q n 6 TO COLO WATER PIPE Q :FER SROUND. RUN MIN. OF 20' OF 1/2" REBAR ?N BOTTOM Y OF FOOTING. NOTE: POWER COMPANY; IMPERIAL IRRIGATION DISTRICT NO GAS IN BUILDING NO AIR CONDITIONING Residential Commercial • Industrial � oc.11 c•io znoson fi Ray McKinzie III owner/project manager 79607 Country Club Dr. 0 760/360-072ATy OF LA QUINT Suite 3 0 760/3�60�54d8� Bermuda Dunes, CA 92201 amckinzieelectric@eaithlinkCnet-.DING & SAFETY DEPT. www.nickinzieelectricinc.com I APPROVED FOR CCNSTRUC I IO IA L :i S1DENIT IAL 1NDUST!ZLAL LECT�ICAL DESICM VOLTACE SYSTEMS LOAD CALCULATION BE!Z UD.A -DUN 'S 4. TEL. 760-360-0726 FAX . 7 60 - 360-05'x; ARE=, SQUARE FEET- N/A COMMERCIAL COMFORT STATION PGA WEST ---------...-:---------------------------LA- TOTAL SQUARE FEET N/A LIC:HTING LOAD 6-4'-2L FLUORESCENT LTS 420watts EXHUAST FANS (3) 240 EXTERIOR.LIGHTS (3) @ 10OW EACH 300 POWER 1-20AMP CIRCUIT W/GFI (3) 2000 TOTAL ------- 2960WATTS = 12.33AMPS MIM. MAIN SERVICE SIZE, 100AMP PER CODE AND IMPERIAL IRRIGATION DISTRICT Residential • commercial • Industrial Ray McKinzie III owner/project manager 79607 Country Club Dr. 0 760/360-0728 Suite 3 0 760/360-0548 Bermuda Dunes, CA 92201 Zmckinzieelectric@earthlink.net www.nickinzieelectricinc.com CITY OF LA QUANTA BUILDING & SAFETY DEPT. APPROVED .FOR COt-J�TRUCTION �v J 39-665 ENTREPRENEUR I.N. CITY p SUITE A CITT dv QUOF LA INT /� 1 4 PALM DESERT, CA 92211 BUILDING & SAFETY DEPT. CHANIC CTR 519999 INC. . APPROVED FOR CONTU CTION i