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0307-332 (RC)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 # * +: �a Lic. Class ��,'" Exp. Date ,Date Signature of Contract r 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. ( ) 1 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: Carrierr'e'!' ,�is o� r7 Policy No. (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' compensation provisions of SectiorY3700 of the Labor Code, I shall forthwitl�l comply with those provisions. .Date: /7 ,Applicant��' .•t° �.- {> 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 180 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 for inspection purposes a Signature (Owner/Agent) 'Z,C`t1'�f-Jz."l.%i✓ -- 'Date��� BUILDING PERMIT PERMITq DATE VALUATION LOTTRACT JOB SITE APN ADDRESS �77T"'����.V�.'A L.L F. QJ'-7�'A:6�✓�'4PV'�i OWNER CONTRACTOR/DESIGNER/EN &NEER .'}15v 33 A)Ah."* U1TW r ?E. t S� .f1ivAC-' A AVE 19,24 XJ,.'UrL�.A. (A 92233 VO'. CC) CA 291ti0 USE OF PERMIT .,.�. FfGiiv w','�I•~K .�d;i�:iArj l;ix��.:�; `i�'./aPz�iSf3w'°Pil�:i�"�'.� �'C?z, l.`..{? � it��;'I'.ltYa... j M)CL, 183QPP.LYMIR�1 71'.'k..(.• i �f>,°� r�jV1 �: t's. RM"I T 42im -M of CODIM. % ,A).Jl.',iw w0, 1.u,.Sf✓i'�iJ1�" .LFt7 COST 'OF 0.3i.�lRl� L2"a:�F ror.'Cd%1r.61: 1'1,.3�0 1 t0. o "V XT`' 35,'-318 101400-41 9 -ON) SM)AO MO T Ki `IhN ? F El - C"'UMM 100-000-243 -000 -mow '• •:A • ,�;. � .� ,�s�; ,'. i�tt'v=' "'�„•,:to ` :.T':� F1t►t3� PLAN°dTMICR p Lq .1A,,t,;, -k -11 'RK-:� S $0.0» . �J , - 0.:1 .�ARJ.Tf,W4� 11.' J:d�l':Kli im .lifa VY SEP; 3 0 2003 ' CITY OF LA QUINTA FINANCE DEPT . RECEIPT DATE �P� BY t DATE FIN LED INSP C OR INSPECTION RECORD OPERATION DATE I 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 O.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 BLOCKWALL APPROV S POOLS - SPAS Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final I Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans OX for Finish Piaster Sewer Lateral Pool Cover . • Sewer Connection Encapsulation, Gas Piping Gas Test Appliances Final 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) COMMENTS: A X V B`" Ci �of La ' 78-7/0 !� y it l � Quinta Building at Safety Division Permit # g ,5 P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 '9507-33), Building Permit Application and Tracking Sheet Project Address: +�I� Ovvrrer's Name: vufZti A. P. Number: Address: (p -% S3 S -R -e - Legal Description: Kcity. ST, Zip: i 6M2-5-3 Contractor: S FTelephone: Address: a e - (o— Project Description:T j�C 7 City, ST, Zip: o S-�OeS U 01% Telephone: (e l State Lic. # : ® City Lic. #: Arch.,Engr Designer. yl �'t� A0, Address:3g City, ST, Zip: (f - Telephone:91 �7� d,�',' r ;• = State Lic. #: Name of Contact Person: =T 'Z) Constriction Type. Occupancy:�l Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: ZQP # Stories: # Units: Telephone # of Contact Person:Q XEstimated Value of Project: tb -�a ,070 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted qh Mechanical Grading plan P" Review, ready for correctio issue 9 Electrical Subcontactor List Called Contact Person / I lumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ' '"' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A,I,P,P, Pub. Wks Appr Q Date of permit issue School Feu Total Permit Fees B & � Phone f/0 6ed `7,77--7019 Plan Check a 3 ,Plan �G. ecker/Contact Final Permit y „ Fif re G( -74y)70 - Contact � X-F�, ►aV�15 FACILITY OCCUPANCY % _ "TYPE" STORIES BUILDING PERMIT APPLICATION INFORMATION REOUIRED Date Date (INTERNAL T. I.) ALTERATION. V/ Parcel I ZONING Job Name BICC SPORT/Nle CQObS Contractor IA6+ai TeGG, (bn5t"1-Gl�f 11 Job Address j i I L. cq QI l rl}z�_, C&1r) }-�,p- Address j ap c�- A Cac1 GZ At)--p— Qu CA qa o C j vte CA Cf 1 -710 (Op.tional) Job site phone I Phone # (9O!1)�p a 7 - O (p 6,, 9 ;(Optional) Job site contact Facility .-9sfrer �����Address Phone 11 Arch. or Engineer G Q hat Address3m L. U5Centa 12,o4 - c 16,n a p , -A q/a 05 Phone C� qS 7 - 'c;P, rrq go License Type of License C I LA . Expiration Date piprT�-p1 Permit Activity/Status State License 11 q -7O �p S Lic. Class C-421— Exp.dete City Bus. Lic.1 Exp.date Contractor's Workman's Comp. info.: Company -`54a C- F'm n P Policy v I I (o 31 51,003 Cert. on file Ordered (date) Job Valuation Proposed Work Z115+a l l a;t-0V1 D sto m sheloj,o Use'of Exist.Bldg. Existing Facility sq. ft. Proposed sq. ft. Project t r YOUNG ENGINEERING SERVICES •Engineering •Architecture•Surveying• Building & Safety Services s Letter of Transmittal To: CITY OF LA QUINTA Date: 8/5/2003 Project: 78-710 HWY 111 (BIG 5) Attn: ED RANDALL PC#: 0307-332 (1St CHECK) Tel No.: (760) 777-7012 Tract No.: We are forwarding: X By Messenger By Mail Your Pickup No. of Copies Description: 1 Plan 1 Struct calcs THANK YOU. e This Material Sent for. Your Files Your Review X Checking Other By: MARCELL McELROY Phone # 760-360-5770 Per Your Request Approval At the request of: f 77-804 Wildcat Drive, Suite C, Palm Desert, CA 92211 (760) 360-5770 Bronz. Young �e M 2 I OCK--UP ROOM C - 4'x 1'x6' 6'xPx10' J-6'xFx10' J-5'xl'x10' 17'-2" x-8'x30x10, J- 8'.Y, 1'x 10' C) r i 80 K-8'x30xlo, J- 8'x 1'x 10' APPROVAL RIVE DE COUNTY FIRE DEPARTMENT 8Y WALTER BRANDES, FSS TE. 3►103_,_CASE#.4d -Q3.6R 11— E FIRE DEPT. APPROVAL FOR PLANS IS IALID FOR ONE YEAR - SU04ECT TO HPLIANCE WITH APPLICA41 CODES K-5'x30x 10' J- 8'x 1'x 1 SALES AREA 44'-3" FLOOR PL LEGEND '1 ------ A.D.) CHAfl 11B, DIV 111 1133.5.7.5 113388.8.3 • The open vertical space between footboards and seats shall not exceed 9 inches (229 mm) when footboards are more than 30 inch- es (762 mm) above grade. 1133B.6 Aisles. 0�1 C' 1133B.6.1 General. Every portion ofevery building in which are C installedseats, tables, mer -c dean tse, equipment orsimilar materi- C als shall be provided with aisles leading to an exit. A A 1133B.6.2 Width. Every aisle shall not be less than 36 inches A (914 mm) wide if serving only one side, and not less than 44 inches A (1118 mm)_ wide if serving both sides. L A L C L A L C L C L C L C L C L C L C L C L A L A L A L C L A L A L C L A L C L C L C L C L C L C L C L A L C 1133B.7 Walks and Sidewalks. 1133B.7.1 Continuous surface. Walks and sidewalks subject to these regulations shall have a continuous common surface, not in- terrupted by steps or by abrupt changes in level exceeding 112 inch (12.7 mm) (see Section 1133B.7.3), and shall be a minimum of 48 inches (1219 mm) in width. Surfaces shall be slip -resistant as follows: 1133B.7.1.1 Slopes less than 6 percent. Surfaces with a slope of less than 6 percent gradient shall be at least as slip -resistant as that described as a medium salted finish. 1133B.7.1.2 Slopes 6 percent or greater. Surfaces with a slope of 6 percent gradient shall be slip -resistant. 1133B.7.1.3 Surface cross slopes. Surface cross slopes shall not exceed 114 inch (6 mm) per foot except when the enforcing agency finds that due to local conditions it creates an unreasonable hard- ship, the cross slope shall be increased to a maximum of 112 inch (12.7 mm) per foot for distances not to exceed 20 feet (6096 mm) (2.5% gradient). EXCEPTION. When, because ofright-of-way restrictions, natural barriers or other existing conditions, the enforcing agency determines that compliance with the 48 -inch (1219 mm) clear sidewalk width would create an unreasonable hardship, the clear width may be re- duced to 36 inches (914 mm). 1133B.7.2 Gratings. Walks, sidewalks and pedestrian ways shall be free of gratings whenever possible. For gratings located in the surface of any of these areas, grid openings in gratings shall be limited to 112 inch (12.7 mm) in the direction of traffic flow EXCEPTIONS: 1. Where the enforcing agency determines that compliance with this section would create an unreasonable hardship, an exception may be granted when equivalent facilitation is provided. 2. This section shall not apply in those conditions where, due to legal or physical constraints, the site of the project will not allow com- pliance with these buildingstandardsorequivalent facilitation without creating an unreasonable hardship. See Section 101.17.11, Item 4. 1133B.7.3 Five percent gradient. When the slope in the direction of travel of any walk exceeds 1 unit vertical to 20 units horizontal (5% gradient), it shall comply with the provisions of Section 1133B.5. 1133B.7.4 Changes in level. Abrupt changes in level along any accessible route shall not exceed 112 inch (12.7 mm). When changes in level do occur, they shall be beveled with a slope no greater than 1 unit vertical to 2 units horizontal (509o'), except that level changes not exceeding 114 inch (6 mm) may be vertical. When changes in levels greater than 112 inch (12.7 mm) are nec- essary, they shall comply with the requirements for curb ramps. NOTE: See Section 1127B.5. 1133B.7.5 Level areas. Walks shall be provided with a level area not less than 60 inches by 60 inches (1524 mm by 1524 mm) at a door or gate that swings toward the walk, and not less than 48 inches wide by 44 inches (1219 mm by 1118 mm) deep at a door 1-134.52 2001 CALIFORNIA BUILDING CODE or gate that swings away from the walk. Such walks shall extend 24 inches (610 mm) to the side of the strike edge of a door or gate that swings toward the walk. (For example, see Figure 11B -26B.) 1133B.7.6 Walks with continuous gradients. All walks with con- tinuous gradients shall have level areas at least 5 feet (1524 mm) in length at intervals of at least every 400 feet (121 920 mm). 1133B.8 Hazards. 1133B.8.1 Warning curbs. Abrupt changes in level, except be- tween a walk or sidewalk and an adjacent street or driveway, ex- ceeding 4 inches (102 mm) in a vertical dimension, such as at planters or fountains located in or adjacent to walks, sidewalks or other pedestrian ways, shall be identified by curbs projecting at least 6 inches (152 mm) in height above the walk or sidewalk sur- face to warn the blind of a potential drop off. When a guardrail or handrail is provided, no curb is required when a guide rail is provided centered 3 inches (76 mm) plus or minus I inch (25 mm) above the surface of the walk or sidewalk, the walk is 5 percent or less gradient or no adjacent hazard exists. 1133B.8.2 Overhanging obstructions. Any obstruction that overhangs a pedestrian's way shall be a minimum of 80 inches (2032 mm) above the walking surface as measured from the bot- tom of the obstruction. Where a guy support is used parallel to a path of travel, including, but not limited to, sidewalks, a guy brace, sidewalk guy or similar device shall be used to prevent art over- hanging obstruction as defined (see Figure 11 B-28). Hazards such as drop-offs adjacent to walk ways or overhang- ing obstructions can be dangerous to persons with sight problems. This section addresses these situations. 1133B.8.3 Detectable warnings at transit boarding platforms. Transit boarding platforms shall have a detectable warning tex- ture extending the full length of the loading area. This detectable warning texture shall have the following features: Width 24 to 36 inches (610 mm to 914 mm) placed at the edge of the drop-off or safe area. Durable, slip -resistant material having a surface texture com- posed of raised, truncated domes in a staggered pattern with a di- ameter of nominal 0.9 inch (22.9 mm) at the base tapering to 0.45 inch (11.4 mm) at the top, a height of nominal 0.2 inch (5.08 mm), and a center -to -center spacing of nominal 2.35 inches (59.7 mm) in compliance with Figure 11B -23A. "Nominal" as used here shall be in accordance with California State Referenced Stan- dards Code Sections 12-11A and B-102. The detectable warning shall contrast visually with adjoining surfaces, either light on dark or dark on light. The material used to provide contrast shall be an integral part of the walking surface. Warning surfaces shall differ from adjoining walking surfaces in resiliency or sound on cane contact. This surface shall be reserved for warning. Color yellow conforming to Federal ColorNo. 33538, as shown in Table IV of Standard No. 595B. Where the color value contrast between the yellow warning and the main walking surface is less than 70 percent, a 1 inch -wide (25 mm) black strip shall separate the yellow warning from the main walking surface. Contrast shall be determined by: Contrast = [(Bl -B201)] x 100 percent where Bl = light re- flectance value (LRV) of the lighter area and B2 = light reflec- tance value (LRV) of the darker area. Only approved DSA/AC detectable warning products and di- rectional surfaces shall be installed as provided in the California Code of Regulations (CCR), Title 24, Part 1, Articles 2, 3 and 4. Refer to CCR Title 24, Part 12, Chapter 12-11A and B, for building and facility access specifications for product approval for detect- able warning products and directional surfaces. C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L I AISLES THAT SERVE AISLES THAT SERVE. ONE SIDE ONLY BOTH SIDES Z � � L L 4 Fes- a2"MIN. 2"MIN. I--36-MIN. 48"MIN. -+-36"MIN. %-�I NOTE: Dimensions shown apply when X<48 inches. TURNS AROUND AN OBSTRUCTION 90' TURN TURNS AROUND AN OBSTRUCTION (36° AISLES) r T I _ L L Q 44"MIN. �JII I 44"MIN. I Fes--- 44"MIN. # 48"MIN. 44"MIN. —'-I +i �:x t NOTE: Dimensions shown apply when %<48 inches. TURNS AROUND AN OBSTRUCTION 90' TURN TURNS AROUND AN OBSTRUCTION (44° AISLES) The Ca1DAG - California Disabled Accessibility Guidebook ©2002 MPG Publishing. Co. 240 GENERAL REQUIREMENTS 32. AISLES - General - Every portion of every building in which are installed seats, tables, merchandise, equipment or similar materials shall be provided with aisles leading two an exit. 113313.6.1 4.3.10 E---> APA 5ecTzv \ CA &1* Cort A. All aisles serving one side are a minimum of 36" in widt . 113313.6.2 Fig. 66 B. All aisles serving both sides are a minimum of 44" in w th. 1133B.6.2 Fig. 66 TURNS AROUND AN OBSTRUCTION When an accessible route involves maneuvering around an obstruction, a i tonal clearances may be required; see Figure 66 for additional clearance requirements. 33. ALCOVES Front Access Design A. Minimum 30" x 48" clear floor space for alcoves with a depth of 24" or less. 111813.4.18.2 4.2.4.2 Fig. 67-A B. Minimum 36" x 48" clear floor space for alcoves with a depth greater than 24". 1118B.4.18.2 4.2.4.2 Fig.67-A C. One full unobstructed side of the clear floor space adjoins or overlaps an accessible route or another 30" x 48" clear floor space. 1118B.4.2 4.2.4.2 Side Access Desiqn D. Minimum 30" x 48" clear floor space for alcoves with a depth of 15" or less. 111813.4.18.2 4.2.4.2 Fig. 67-B E. Minimum 30" x 60" clear floor space for alcoves with a depth greater than 15". 111813.4.18.2 4.2.4.2 Fig. 67-B F. One full unobstructed side of the clear floor space adjoins or overlaps an accessible route or another 30" x 48" clear floorspace.. 111813.4.2 4.2.4.2 The CaIDAG - California Disabled Accessibility Guidebook ©2002 MPG Publishing Co. 239 t ' JUL-31-2003 09:17 FROM Terry Lane TO STORAGE DUCTS, lMe. TO COMPANY PROVE FAX SUBJECT T21r,.J MESSAGE; 17607777011 P.01 FAX IIESSAGE'.. DATE -7 — '2---f !'AGES, INCL. COVER : SURET. FROM Terry Lane COMPANY LANE STORAGE PRODUCTS, INC. PRONE (909) 735--9004 FAX (909) 735-9599. i 1063: Parkridge Ave. • Norco, CA 92860 • (909) 735-9004 • (888) 929-;LANE;-*.Pax;,(909), 735 9599 '--.Iu aq X -P 4-S 5 Le19 v3wSales d n -) -i c; i s�oozus�a ."N AD -LIL U Al;.rt.9-Id Al;.6i_O-l;i .o-./ I^1��3HLS�i1 IIl _ f ILII A[ *,2 x.B-1 FDJ S13PMd I>r3l as 31Ru ' m Ojai r.l r.S'f .Ot r.[x,9-f A[ r,l :•g -C 1 x.i x.B-i .OE�.1*3-C .JI �,3-C LAI x % Xt Jul -UE i.1-11 A[■rb1.9- iAI xOCYS-Ji .01"ATS-X Al vVE •.x - A W00WAMLS 1.&, jOFxKIA X AItOCx.6'71 A; i01*OEr.S• -Al wx3-N ,n.xorYc-'y ki d n -) -i c; i s�oozus�a ."N AD -LIL U Al;.rt.9-Id Al;.6i_O-l;i .o-./ I^1��3HLS�i1 IIl _ f ILII A[ *,2 x.B-1 FDJ S13PMd I>r3l as 31Ru