Loading...
0303-042 (SFD)LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section4'7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date 777699 B 4/3010:1 �P 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 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 y&Mpo^c no. Carrier 1r1AP.Fi TY MUTU.r1,1. K Policy No. in1� A ALVC472 � a (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 Section 3700 of the Labor Code, I s all f rthwith comply wijth t ose,.prpu sloes. Y 'Date: 094 f-3 Applicant.• L�f�rr► t'�j`"�y""' 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 e above-mentioned property for inspection purposes. �y r 6 Signature (Owner/Agent)°C . �r Date ' BUILDING PERMIT. PERMIT# . ..0303-042 DATE t —, VALUATION ' rr�j(y(� LOT. 29 TRACTJOB SITE ADDRESS v1 A1�tl.r.1Ci eA APN 7i"aZK%^Cj OWNER CONTRACTOR / DESIGNER / EN 1NEER TOLL I3i:2C311 ikRS INC Bit arHER i We 73»121 rRFD WK"t1LtTG0100 73_'1"41 FFED V-11MM010100 1'A.l lv.1:17MW CA 592260 1<'A1:M DFM9,Cr CSA 92260 3832 USE OF PERMIT ' SWOTIs FA WL Y Mr. i.SlN a .-15.1"Mii = _ ..ensi,i' LAJ[.a.! bf4tAlvx RiT nzatA. 4 d.i %"M o. HWCK WALLPOOT, SPA OR Dltllit;'�Ai°:��.Y,�A Pirio,,A.cH. "15�rr 13k:13i30TION TO P ClFiifdX FP'Z 3F?l}I: TO MULTIPLE1.YPb,Y.r�.[Y1\1Z OF SAMIt PLA14 `i"`CPE CUSTOM C01Z9TR.UC'r1O1(4 _,:004.0 JF P0RCJJf1'A1'1LJ 650.00 SF GARAC►la. MIPORT' 7:N9.00 or? R9d11A:I'I' D COW OF C.CJN.r.4tUM, '711DN 1100 3,' NF.t`I<` PEE SSM411:1Y COWS 'RtlC'('lt'M FE1? l 01-000.41 ksa000 v;�i��.U'a PLAN CHECK FEt lC31-flt)CS;�i39- lft IS:�^0 ' MECHANICAL FEE 101.0,00.421-000 $156.5D . I;l., 'Cf1.ICAL IT'L 101-000-420-000 PLUMBING FFS, .10.1. -000-4 11 9-000 STRON1) MOTION FEE • R. ID 1.01- 06-241-000 �i6,3I GRAD1140 FRE 101.000.423.000. DEVELOPER IMPACT YEIS ART 1N PUBLIC PLACM -1t1 RMIr 270-000.445000 690°y,�t2 n •. ... �y�r�yypp gAryp� ♦♦Y� /. �,7� r�rg�tg7 w�•p �,q• ��y� 7 ��,r. ray/ �/ u SUB.-TCYr , .Ci`idtilii,LMA SI0.1�A AND }92.wt'�ht�l 3.C�6..1�. @,g �y .x7.5,332.23 IAa.s Pr,_ PAal.p FX!3 . MOO Q 0 YY � N -APR :.1 R 1003 fx-s2,2"i CITY OF LA QUINTA . _. y FINANCE DEPT. RECEIPT DATE" % %' '�" BYC �tC' DATE FI ALED 1>6PECTO - - INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Slab Grade111jiloly Ducts Return Air Steel h Combustion Air Roof Deck Exhaust Fans O.K to Wrap F.A.U. Framing Compressor Insulation &p Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wali Firewall Exterior Lath Drywall - Int. Lath Final Final BLOCKWALL APPROVALS POOLS - SPAS Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APROVAL 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 v Gas Test Appliances Final COMMENTS: % Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring 01 Low Voltage Wiring Fixtures Main Service till Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power 41 Final Utility Notice (Perm) G O UVIS ENGINEERING L * CONS UL TING GR O UP, INC. September 8,: 2003 Pat Schlicht Toll Brothers 73-121 Fred Waring Drive, Suite 100 , Palm Desert, Ca 92260 r Re: Mountain View C.C. "Ventana" As built not per plans. Job No. tiGiBG-309 . GEGiJ Dear Mr. Schlicht; Pursuant to the request of Sonny Vinoya at Gouvis Engineering as a follow up.to his framing walk of the above captioned project, we submit :the following: The girder truss at the rear of Plan 4,,057 over the extended patio, is shown as 3-point bearing on the framing page S-3.6 and it was installed, as 2-point bearing one' foot closer to the rear of the patio at Lot 29. We.reviewed the adequacy of the supports at each end of the 2-point bearing truss and found it to be structurally acceptable with minimum (2) 2x4 studs in the wall under each end. The existing continuous footing is adequate to'carry the point load, due to the reaction of 'approximately 4000#. Truss manufacturer must verify that the existing "truss was manufactured as-2-point bearing. Note: Please verify the above with the building department prior toconstruction: If you have any.questions please do not hesitate to contact this office. Sincerely, �'IS Li_4;j GOLEE"RING CONSULTING GROUP, INC. Q�pFESS1©/v \S(\NA Christina Silva V.P. Construction Administration U No. C 37 201rn Exp. 6/30/04 l s9EPClV`C CAL�Fp GOUVISENGINEERING, GROUP OFCOMPANIES WITH OFFICES IN. WEB-SITE: WWW.GOUVISGROUP.COM 4400 CAMPUS DRIVE, NEWPORT BEACH, CALIFORNIA 92660 * (949)752-1612 '. Fax (949)752-5321 2150 E. TAHQUITZ CANYON SUITE 9, "PALMSPRINGS, CALIFORNIA 92262, * (760)323-5090. '. Fax (760)325-2863 FIELD OFFICE * PLEASANTON ' * INTERNATIONAL OFFICE: VIETNAM 'if, .7 ;° Ir +){.1 5 1i �': RV 38>?�9 :/ t If lL TH n PREPARETT'FROMUER TRFO7 f.� 7) .' r `J � w. ( I" ` ) (LD1 DIME ) SU D 8Y EPAIR FOR REMOVING INTERIOR BEARING AND REMOVE DRAG LOADING. 2 Compl ete Trusses -Required EPAIR PROCEDURE TRUSS SECTION NAILING SCHEDULE: (0.131x3.0_9—nails) ----------------------- -------------------------- --- TOP CHORD:.1 ROW @ 9" o.c. R SHORE TRUSS TO RESTORE TO PRE -LOADED CONDITION. BOT CHORD: 1 ROW @ 12" o.c. ADD TRULOX PLATES AS SPECIFIED. WEBS 1 ROW @ 4" o.c. ADD PRE -PLATED TRUSS SECTION AS SPECIFIED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS 1� REMOVE SHORING. IN EACH ROW TO AVOID SPLITTING,ti�:A��°''" T)11'GAUGE (0.120"X1.375") NAILS REQUIRED FOR TRULOX PLATE .ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO OUTSIDE FACES OF 2 -PLY TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. TS)ATTACH PRE -PLATED TRUSS CAUSR795 03160019 TO ONE FACE AS PER.NAILING SCHEDULE. 3 plies total including new ply. OTE: REFER TO ABOVE DRAWING FOR LUMBER AND PLATES. REVISED 06/10/03 - PBC - (TRULOX NAILING) 0-9-4 T (T) 6X12 T) 6X8'= C1 8 14 (1) EDGE DISTANCE, END DISTANCE AND SPACING FOR FASTENERS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD AND MEET REQUIREMENTS OF 1997 UBC SECTION 2318.3:3. NOTE: SEE DRAWING CAUSR795 03022051 FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. X8= (T,)6X12s 10 (T) 6X8 10 REMOVED BEARING (T)6X8 5) MFR 0-9-4 12-0-12 F'I 15 (T) 6X10 III 23-11-12 1 1- 8-0-11 _1_ 27-6-5 I 7-4-0 I fE 42-11-0 Over 3 Supports R-5576 W=5.5" R-5576 W-5.5" LT TYP. High. Strength Wave TPI 95• Design Crit: UBC STD UBC 6.10 oFEssr CA 2 1 - R ,►_-� Scale =.1875" Ft. $pates Fabricators -435 Middleton Street, Thermal CA '"WARNING'" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIS -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY -ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `D W �0y [ij �,i' �j Jun 2 03 TIC LL TIC D Rap- o �im01111 0 P S F P S F R E F DATE R-795-38029 06/09/03 • "IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO e B C D L 1 7. 0 10 (T) 6X8 10 REMOVED BEARING (T)6X8 5) MFR 0-9-4 12-0-12 F'I 15 (T) 6X10 III 23-11-12 1 1- 8-0-11 _1_ 27-6-5 I 7-4-0 I fE 42-11-0 Over 3 Supports R-5576 W=5.5" R-5576 W-5.5" LT TYP. High. Strength Wave TPI 95• Design Crit: UBC STD UBC 6.10 oFEssr CA 2 1 - R F Scale =.1875" Ft. $pates Fabricators -435 Middleton Street, Thermal CA '"WARNING'" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIS -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY -ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `D W �0y [ij �,i' �j Jun 2 03 TIC LL TIC D L 16.0 14. 0 P S F P S F R E F DATE R-795-38029 06/09/03 • "IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO e B C D L 1 7. 0 P S F D R W CAUSR795 03160020 A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND* BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN EIC L L 0.0 P S F CA -ENG PBC/PBC - [pine Engineered Products, Inc. SPEC I F IC ATI ON PUBLISHE O BY, TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF,TR USS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS * E P.6- 02 006 * .A CIVIL .9 \P C Q� T 0 T . i D . 47. 0 P S F S E 0 N - 58039 D U R .FAC . 1.25 F R 0 M P S Sacramento, CA 95828 .COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-.1995 SECTION -2." CALI�O�� SPACING 24.0" JREF- 1S3E795_ZO3