The URL can be used to link to this page

04-8141 (SFD)I o`` BUILDING & SAFETY DEPARTMENT B°Ox'l+? 4 (760).777-7012 OF� Cj;; �7°8-495,�CnrTAMPICO FAX (760) 777-7011 LAJ INTA,�CLIFORNIA 92253 INSPECTION REQUESTS (760) 777-7153 P BUILDING PERMIT App 1icati.ori Number 04-0.0.0.0.8.1.. 1 Date 2/02/05 Property Address . . . . . . 80716 VIA TRANQUILA' APN: 772-70 -010-35-311231- Application description . . DWELLING - SINGLE FAMILY DETACHED Property Zoning . . . . . . . LOW DENSITY RESIDENTIAL Application valuation . . . . 210784 Owner Contractor ------------------------ ------------------------ VISTA LA QUINTA PARTNERS, LLC WASSERMAN CONSTRUCTION, RA 223 E. DE LA GUERRA 45520 STONEBROOK COURT LA QUINTA CA 92253 LA QUINTA CA 92253 (760) 771-8191 WCC: STATE FUND WC: 1795012. 07/01/05 CSLB: 681660 06/30/06 CCC: B -------------------------- Structure Information -------------------------- Construction Type . . . ... TYPE V - NON RATED Occupancy Type . . . . . . DWELLG/LODGING/CONG <=10 Flood Zone . . . . . . . . NON -AO FLOOD ZONE Cther struct info . . . . . CODE EDITION 2001 # BEDROOMS 4.00 FIRE SPRINKLERS NO GARAGE SQ FTG 455:00 PATIO SQ FTG 207.00 NUMBER OF UNITS 1.00 1ST FLOOR SQUARE FOOTAGE 2281.00 2ND FLOOR SQUARE FOOTAGE 1200.00 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc Permit Fee . . . . 1028.00 Plan Check Fee 167.05 Issue Date . . . . Valuation . . . . 210784 Qty Unit Charge Per Extension BASE FEE 639.50 111.00 3.5000 THOU BLDG 100,001-500,000 388.50 ---------------------------------------------------------------------------- Permit MECHANICAL Additional desc Permit Fee . . . . 96.50 Plan Check Fee 6.03 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 2.00 9.0000 EA MECH FURNACE <=100K 18.00 2.00 9.0000 EA MECH B/C <=3HP/100K BTU 18.00 P.O. Box 1504 78-495 CALLS TAMPICD LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT Application Number: Applicant: Applicant's Mailing Address: VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: to •O �J Architect or Engineer: chitect or Engineer's Address: No. tsUILUINU PERMIT DECLARATIONS LICENSED CONTRACTOR'S DECLARATION 1 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 Cede, and my Li�se is in full force and effect. /Lice nse Class �it sse No. ( l 7 �0"ate v �� Qrti Tactor l/V� L7�/ ► / tLt �C I l% 1 v cl✓L OWNER•BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): U 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 and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). U I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). U I am exempt under Sec. BA P.C. for this reason Date Q./ Q O 5� Owner VA WORKERS' 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' compensate n insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is �isslied. M orkers'pompensatio rance �carrier p isy number are: rtier TC Policy Number tn� ` 61?— 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 shall forthwith comply with those provisions. ate 2�10��Applic nt WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($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. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name Lender's Address APPLICANT IMPORTANT Application is hereby made to the Director of Buildingand Safety for aCKNOWLEDGEo the conditionsset forth on this 1. Each person upon hose behalf this application is made, each person atw'hose requ st a dfor whoseose benefit work) snperformed under or pulrsuant to an permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall, defend, indemnify and hold harmless the City of La Ouinta, its officers, agents and employees for any act or omission related to the work being performed under or folio ng issuance of this permit. 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 coper, a o co ply w' II cjyy�nd county ordinances and state laws relating to building construction, and hereby authorize rep r entatives of this county to enter u safeefrns coon u pe purposes. Date ! D6Signature (Applicant or Agent): Application Number d . 04-00008141 Page 2 Date 2/02/05 Qty Unit Charge Per Extension 6.00 6.5000 EA MECH VENT FAN 39.00 1.00 6.5000 EA MECH EXHAUST HOOD 6.50 ---------------------------------------------------------------------------- Permit . . . . . . ELEC-NEW RESIDENTIAL Additional desc Permit Fee . . . . 150.08 Plan Check Fee 9.38 Issue Date Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 3481.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 121.84 662.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 13.24 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING Additional desc Permit Fee . . . . 178.50 Plan Check Fee 11.16 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 18.00 6.0000 EA PLB FIXTURE 108.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 8:00 .7500 EA PLB GAS PIPE >=5 6.00 1.00 15.0000 EA PLB GAS METER 15.00 ---------------------------------------------------------------------------- Permit . . . . . . GRADING PERMIT Additional desc Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 1 15.00 ---------------------------------------------------------------------------- Special Notes and Comments SFD - LOT 35, PLAN 5BL 3481 SQ.FT. LIVING, R-3 OCC. TYPE V -N CONSTRUCTION, 2001 CODES. PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS OR DRIVEWAY APPROACH. 75% REDUCTION TO PLAN CHECK FEE DUE TO MULTIPLE ISSUANCE OF SAME PLAN TYPE Page 3 Application Number . . . . . 04-00008141 Date 2/02/05 -------------------------------------------------------------7-------------- Other Fees . . . . . . . . ART IN PUBLIC PLACES -RES 26.96 DIF COMMUNITY CENTERS -RES 97.00 DIF CIVIC CENTER - RES 366.00 ENERGY REVIEW FEE 16.71 DIF FIRE PROTECTION -RES 97.00 DIF LIBRARIES - RES 225.00 DIF PARK MAINT FAC - RES 5.00 DIF PARKS/REC - RES 502.00 STRONG MOTION (SMI) - RES 21.07 DIF STREET MAINT FAC -RES 15.00 DIF TRANSPORTATION - RES 1098.00 Fee summary ----------------- Charged Paid Credited Due Permit Fee Total ---------- 1468.08 ------------------------------ .00 .00 1468.08 Plan Check Total 193.62 .00 .00 .193.62 Other Fee Total 2469.74 .00 .00 2469.74 Grand Total 4131.44 .00 .00 4131.44 Certiricate of OccupancY G� OF Building y p & Safety Department y A: This Certificate is issued pursuant to the requirements of Section 109 of the California Building r Code, certifying that, at the time of issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building a ,r construction and/or use. A BUILDING ADDRESS: 80-716 VIA TRANQUILA Use classification: SINGLE FAMILY DWELLING Building Permit No.: 04-8141 r a Occupancy Group: R3 Type of Construction: V -N Land Use Zone: RL s. Owner of Building: VISTA LA QUINTA PARTNERS, LLC Address: 223 E. DE LA GUERRA Y City, ST, ZIP: SANTA BARBARA, CA 93140 By: STEVEN WILLETT .� Date: MARCH 29, 2006 uil i g Official k POST IN A CONSPICUOUS PLACE FTLAS WN/NG COMPANY Owner Larr,� 'Bo�de_1i 147--76S ✓ia Tries+� L 754 Williams Road/Palm Springs /California 92264/(619) 327-8466 AUTHORIZED DEALER FOR ALUMAX AND ALCAN PRODUCTS LIC. NO. 376238 R CITY OF LA QUINTA BUILDING & SAFETY DEPARTMENT CONDITIONALLY ACCEPTED FOR,CONSTnDC I p"' SUBJECT TO INSTALLATIONS AS AND ALL APPLICABLE CODES BY f SINGLE SPAN ATTACHED CANTILEVERED ALUMA-WOOD PATIO STRUCTURE (—COVER R ff OLLFORMED 6HiEA COVER PANEL(6" FLAT PAN PANEL 1R FTER 1r ICER ER 12'OR 19' V -FAN )0.4" ALUM. 2"X 6 1/2" FASCIA 1 MIN. SLOPE= /FT 2"X 6 1/127 ® 15' OR 24' O.C. ROLLFORNED COVERING ROLL-�:----•.-_.^.=::--.' ALUM. FASCIA OR WOOD // • HEADER FORMED HEADER OR ALTERNATE 3"X 8" ALUM. HEADER ALTERNATE 2"X 6 1/2" ALUM, FASC I�� ` � Lro 3/4"X 6 1/2' OR 1 1/2"X 6- WOOD OR 3' X 8' X 12 CA.. STEEL n.i�rn BEAM EXISTING / STRUCTURE ldc"- Li,;- I 1 3"X 3"COLUMN ALTERNATE DECORATIVE SEE NOTE #8 FASCIA TRIM NOTES: 2" X 6 1/2" ALUM. OPT. 3 1/2" 1. FOR GENERAL NOTES SEE DWG. X35003, SIDEPLATES - ONE CONCRETE SLAB SHEETS 1 OF 16 AND 2 OF 16. EACH SIDE OF 2. FOR COVER PANEL INFO. SEE DRAWING COLUMN �"L ANCHOR. STAKE OR A2ESC0 A #35003, SHIT. 3 OF 16 DETAILS "!i k "B" F.ldCHOR. & OWC. 635030 SHT. 10 OF 10. LENGTH VPRIES OF COLORS. 3. FOR LEDGER TO WALL CONNECTIONS SEE S I D E V I ` �� LENGTH DEPEABOV E FOR MN 00'IN. LENGTH AND THE FOLLOWING: JOIPIT FOR ROLLFORNED- OWC. 135003 SHT. 4 SEE SCHEDULL10 SMS FASTENERS PER PANEL OF 16, DETAIL "L' & SHT. NUMBER OF 3 OF 16, DETAIL "C" FOR ALTERNATE2"X 6 1 2 FASCIA AND OWC. #35030 SHT. 10 OF 10. / " ALUM. FOR EXTRUDED- DWG. 135003, SHT. 7 OF 16, ATTACHED TO ROLLFORMED HEADER DETAIL 'IF, SHT. 7 OF 16 - TYPICAL FRONT AND SIDES. DETAIL 'JJ" AND DWG. FOR COL MN SPACING SEE 135030 SHT. 10 OF 10. $CFIEDULE 4. FOR FOR HEADER TO COVER PANEL CONNECTION 3"X 8" BOX BEAU 5INSTALL COLUMN SEE DWC. 35003, SHT. 5 OF 16, DETAIL 'O" OR 3"X B"X 12 GA. STL. VERTICAL---:?_ AND DWG. #35030 SHT. 10 OF. 10. "C" BEAM CANTILEVER HEADER 5. FOR SIDEPLATE TO COLUMN do HEADER CONNECTIONS SEE OWC. 035019 SHTS. 4, 5 AND 6OF6. 6. DESIGN PER U.B.C., 1991 EDITION. 7. FOR COLUMN TO HEADER do COLUMN TO FOOTING BRACKET, SEE OWC. 135019, SHT. 4, 5 AND 6 OF 6. 8. USE 3"X YX 0.024" ALUM. COLUMN WHEN ATTACHING TO CONCRETE SLAB. USE 31 3"X .040' ALUM. COLUMN WITH 3'X 8' ALUM. BOX BEAM HEADER WHEN ATTACHING TO FOOTING. USE 3'X 3'X 0.048" STEEL COLUMN WITH 3"X 8"X 12 GA. STEEL 'C' BEAM HEADER WHEN ATTACHING TO FOOTING SEE OWC. 135003, SHT. 10 OF 16, DETAIL 'V V FOR COLUMN FOOTING CONNECTION. Nd . I r• t� ppgr�ll = 9'4..UVA PROVIDE 1 1/2" DRAIN (� ALTERNATE 3"X 3" COLUMN SEE SCHEDULE FOR WITH ALUM. 'H" BRACKET CONNECTING COLUMN TO HEADER. FOOTING SIZE "NEWPORT" PATIO STRUCTURE No.13857 � Exp. -3 7 CIV FOFCAL v �OVERTo HANC� fE55/ •'� ES epi"'l �Df OFID O E TF�ff No. 6194 �" � � ' • t4779 • 31971 Z H BNUCE D. Z ! 6267: ,z, ' O�ODp BRUCE O. CHALLMANf N* m N CHALLMAN •." RaRio W� u.,+ ,� ';'�''. ��...�` �: j ��1• qqo p p 55087 p 3OD33 CIVIL~!'IvI7, rF�EOENG fr O� � M' NA " �',� "I•FD. /CF !S .1 OMAI i"� (—COVER MAX. PANEL O'HANC ?57. OF :OL. SPACING :;�2"X 6 1/2" ALUM. SIDEPLATES X 3" POST BETWEEN - PLATES ,� OPT. 3 1/2" CONC. d' SLAB- SEE NOTE ON DRAWING �15 35003, SHT. 2 OF 16. fE55/ •'� ES epi"'l �Df OFID O E TF�ff No. 6194 �" � � ' • t4779 • 31971 Z H BNUCE D. Z ! 6267: ,z, ' O�ODp BRUCE O. CHALLMANf N* m N CHALLMAN •." RaRio W� u.,+ ,� ';'�''. ��...�` �: j ��1• qqo p p 55087 p 3OD33 CIVIL~!'IvI7, rF�EOENG fr O� � M' NA " �',� "I•FD. /CF !S .1 OMAI i"� trwrmu r mo mm r tPAN ArrArwrn rAmu nirom AI N11A-wnnn PATIn crG1 m IpF - in 1n ANn 1n DCF I I - 7n UDN wim cprrn LIVE COVER PANEL T' 0.017 x 3" X 8' ALUMA-WOOD BOX BE41 TYPE HEADER I Jr X 6 X 12 CA STL. 'C" BEAM HEADER _' PROS- (INCHES) MAX. COLUMN SPACING MAX. COLUMN SPACING STRUCTURE LENGTH k PANEL FASTENERS °_P. JG N: I AND FOOTING SIZES AND FOOTING SIZES — I LOAD (Psr) ECTION 6 1 1/?•X 17 3 1/2'x 16 oN sue. wnH FDorrlc •� oN sLae• VnrH roonrlc .. UNENCLOSED STRCTR. ENCLOSED i - LCTR. (FT.) PAN. PNL PNL COLUMN SPACING COLUMN.SPACING FOOrINC SIZE COLUMN SPACING COWMN SPACING FOOTING SUE MIN. LENGTH #10 SMS JNT. MiN. LLTJGTH 1C S'.IS /J'. _I B' 0.018 1 0.016 0.018" 12'-11' 12-11' d=20' 14'-11' 31'-0" d=29r 6,-(r- —__—_ 91 1 1 1 11'- d=20 1J'-5 1 d=J 10' 1 1 d= 12'-S* d=31 7'-g' 11' 10'-11 10 - I I I1'- lir-la, d=21 d=21 II'- 10'-5 -7 d=3 d= -3T -9'-(r B' -r _ I 9 -I — — - _-1- 1&--I- 31d=21- 4 9'- 1 10'- 5 I d=21 =22 9•- 30'-3 9'-9 - 1-�-- -2•}-�`---Tr--- t---•-. - --. 15' 0.024 8'- r 9'- 9• 8'-6 28'-10' d=34 16, 0.03 T- 9 9'-6* 8-0, 1 27'-11 d=33'—I '-0" —[- 14'_0'..___ � , • .. 7' ] 7'- 9'- 7•- 27'-0 -- '._27=5"_—.- - .-!-- - - IB• 19' 0.03Z 0.04 7'- - 9'- B'- d=23' 7'- 16'-r _ —•- 1 '- _ 27'-0 - --' �B-..._ .._...f.- - 20' 1031-L 6'- B'- - - _ _ =3 e-070-4T-O.O]r 15'- 301-0 20 8' 9' 0.01 0.01 0.01 0.018 0.01 6'- T- 6'- 7 B'- 4 '_ 8'-1 _ =1 1-T 24'-E 3 -- ' 9" 27�— E=28 - 26'- d�2 15'-9 --(-- — 6'-9 _ ---- - ( 3t_ __. _ --....i-- ----- ----i - -- - - , 12'- -�-- 1 ' 0.02f 0.018 61- J, 8'- 6' d=lfr- 25•—r 1 d=2 T-15, iT 0.024 0.02 = 5'-5 -1 = -r— r- S' 0.0 0.01 0.03 4•- 4'-5 10•- d=31 - 16' 00] 4'- f F-1 4'- - - 24'- —7 17' 04 ]'-I 6'- 3'-11" 19-S, '- 12'- - 12--if6 -0.02 0.. IT 1 4'- '-C 4'-9' 21'-5' d=2 6'- 9 4 - IY-r 7 I1•- 0.0] 0.05 - - 4'-0•_—_ 191-15, d=27, B'- ] 16'- _ E d= 9- T 3 181- 6 1'-6 .04 3'- 1" d=19 ]'-2 17'-7 10'- 6 4 ]'- d=19 3'-1' 17'-3' I 4 21 • 'ON SLAB" INCLUDES ATTACHING COLUMN TO SAFETY STAKE OR ABESCO EARTH ANCHOR. SEE DRAWING 35003, SHT. 10 OF 16 FOR DETAILS. FOR ATTACHING TO SLAB USE HILTI KWIK BOLTS OR EQUAL, SEE SHTS. 4, 5, AND 6 OF 6. •• FOR FOOTING ATTACHMENT TO COLUMN SEE SCHEDULE "F" (DETAIL "UU') ON' D',VG. 35003, SHEET 10 OF 16. e•`�a♦�.�11CAr J 60341 �o ww Down C1N►r"R N. • No• `� Z 34971 STAY Oi "IORIO/' fl-, I m J 'Y Exp. 3-31-97 .PA rlVll Q• - .. 9rEGF Ey��1�' FC5S7O\ 7� W No. 6191 t N BRUCE D. n u CHALLMAN L 'd CIVIL D^'� ?� �:StATEU�i•••�� w' :62671 n y'.4, `'r.••i``4res' 'e� E c,o.v *V 41 PRgrE �6GINffP 14779 lRiml