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06-3367 (AR)P.O. BOX 15.04, 78-495.CALLE TAMPICO LA, QUINTA, CALIFORNIA 92253 Application Number: 06-00003367 Property Address: -80 ' 265 WESTWARD HO DR APN: 649-080-009-48 -2190 Application description:, ADDITION - RESIDENTIAL Prnparty 7nnin0: LOW-DENSITY RESIDENTIAL Application valuation: 6996 Applicant: Architect or, Engineer: 9 b' BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: BLACK DAVID 80-265 WESTWARD HO LA QUINTA, CA -92253 (760)775-6130 Contractor: Owner VOICE (760) 777-7012 FAX. (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/19/b6 dCT .2 p 2006 rOf GITY..e. a ns --------------------------------------------- LICENSED CONTRACTOR'S' DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License Class: - - - - --- - - - - License No.: for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Date: Contractor: _ 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 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's 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 Contractor's 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 (9500).: (� 1 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 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.). (_) 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.I (_) I am exempt under Sec. , B.&P.C. for thisst�t A r Date: �/a o rwner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the perfor Ee of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQPERAHT insurance carrier and policy number are: Carrier 2001/2005 Policy Number NO 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 sjet to the workers' compensation provisions of Section 7 of the Labor _ e, I shall fort wit com 1 r rovisions. cG------ - - Date: fl. �Applica t: WARNING: F LURE 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. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject.to the - conditions and restrictions set forth on this 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 application, the owner, and the applicant, each agrees to, and shall defend, indemnify and.hold harmless the City of Le Quinta,'its officers, agents and employees for any act or omission related to the work being . performed under or following 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 abjinfron is correct. I agree to comply with allcity and county ordinances and state laws relating to buildingand hereby authoriz representatives of this coun to nter upon the above -mention or . /Data: d tJ Signature (Applicant o Agent): ' Application Number 06-00003367 Permit BUILDING PERMIT Additional desc . Permit Fee 90.00 Plan'Check Fee .'. 58.50 Issue Date Valuation 6996 Expiration Date 4/17/'07 Qty Unit Charge Per Extension BASE FEE. 45.00 ,5.00 9.0000 THOU. BLDG 2;001-25,000 45.00 Permit . . . ELEC-MISCELLANEOUS Additional desc . Permit Fee 20.25 Plan Check Fee 5.06 Issue Date' Valuation', 0 Expiration Date : 4/17/07 . Qty Unit Charge Per Extension BASE FEE. 15.00. 7.00 .7500 PER ELEC DEVICE/FIXTURE 1ST 20 7 ----------- 5.25 ---------- ----------------------------------------- 7 ----Special Notes and Comments 526 SF PATIO COVER (BUILT-UP) ENGINEERED. THIS PERMIT DOES NOT INCLUDE BLOCKWALLS, POOL AND SPA, OR DRIVEWAY APPROACH. October 19, 2006 11:38:20 AM AORTEGA ----------- ---------=------------------------ -------------- Other Fees . . . ENERGY REVIEW FEE 5.85 STRONG MOTION (SMI).- RES 90 Fee summary Charged Paid Credited ---------- ----- Due -------------------- --------- Permit Fee Total 110.25 .00 .00 110:25 Check Total 63.56 .00 .00 63.56 ,Plan Other Fee Total 6.75' .00 .00 6.75 Grand Total. 180.56. .00 00 180.56 LQPERAIIT A riGC_ ort, E/'`4` �}N'y �� B':� # City of La Quinta Building U Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet _ Perm* sf v /� �1 Project Address: ��); � a' Owner's Name: A. P. Number: 6 c f3 Address: Legal Description: Contractor: c>l,..i'V =(r)DF-4 City, ST, Zip: /, 4' U t4ffjt Z zS" Telephon % Q —/ Project Description: r tJ Address: City, ST, Zip: Telephone: State Lic. # : CityLic. #: Arch., Engr., Designer: Address: WJ City, ST, Zip: Telephone: Construction Type: Occupancy: State Lic. #: Project type (circle one ter Repair Demo Name of Contact Person: L� C Sq. Ft.: # Stories: # its: Telephone # of Contact Perso 7GO 77S Estimate alue of Proj O APPLICANT: DO NOT WRITE BELPW THIS LINE # Submittal Req'd Recd TRACKING. PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up 10 O�p Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2nd Review, ready for correctio ssue ��N de Electrical Subcontactor List Called Contact Person Plumbing' Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '`d Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue Scli*ool Fees Total Permit Fees 20 - Ns Ric cls ►o i� f Zf�ob /612/0% 571RFCi C Own elr rvalla�� �Vl� 10/04/2006 09:05 17147780248 WESTERN PAGE 02 LEGACY. REPORT-. ER -5628: ;:?ef$SV0dAP1i1 1, 2004 [Coe Eveluation'swv1"'J"C, M W06vait K41 tom,YVhftr. Cafbm6 9w a 15M m0aw 9W Mmkk& koad,;Sulio A, aftffft?um A"vftj =a a (M) 5%.%W www.icc:-es.org Mi i$ 60478 N.M) 7WZM , legacy r6part on the 1997 unob"".0 DIVISION: 07—THERMAL A'NO MOISTURE sikon, mnON 7.3 Rtmf.alapav: WrROTILE COATED STEEL RO(.WING RAMLS METRO ROOF Piftovucm. 3003 IN' INDUSTRY STREET. OdgmalM, CALIFORNIA 9204 1.0. SUBJECT MOTOtile Coated ftst Roofing PanQla_ 2.0CMPTjc" ZI General: The Mfitlg panels are faitmed-ftom sh@61. S661,00* , lylv: with ASTM A 792-94, Crade, 33, with. an AZ5D*0ra".--.bot- dipped aluminum -zinc alloy thickness Is 0.015 Inch .(38 rnm). #36(h side papels are treated with a rAmajon4ohlblPho. =ft-4Vvv exposed urfi", colored stone omnujos iar'e tt'ri4­0"d" h acrylic resin base cost This surfe0y Is a 066r acrylic overglaze. The instolled40ldht ofthe i-Sit"I luting - panels is approximately 1.3, P ' o (aI Iqj/WM. wdoug'. elements, such. as trim"; are prwdiW,•W' t1dos. rakes. The product' EE�E Figure 1. 2.2 Material: I'he, panels shall be, irlsiaued on roofs Withadid 0t- spaced sheathing and IR rillilinibm''61 cips of'2'Jj-.-12'(21 % siope). -for root =. �6ss then .211,--12 (21%- jh6 orfols are .4ddorative alid'["'uittwi thstall,60- over a root. o0vering system. c0rhplyjmg;�jth*.1h0 1 "7 -Unftrm aujiding . NBC), subject to building 611ciAl a, P'Proyal. 24 Undarlaymant: Und6elsyment.shall..be fivo layers 16, one layer of YYP6:30 6r9aft-fiib& Wff `or one IsYarof ELK Cotporatlon's Ver6a019106 Type.' Ik Type- 30 and Veri0hield undedayments ftwsi be iiitad. Wth a I agency acOedlted:by Ivr*MtIcirto Acciedfiatl6n`.SoivWFor Use In 86ses subject tOWnd=dhveh snow,36e.,bulkplip, t)rWh&d(jv)6rTduji of sand, both of the f6k"g:aile required.. - 1, Sand shiDatlilng, with twb llayeM cf Type I$fett or, onc. layerbf Ty0i 30 felt, for the rty�f. 2., Solid -sh6athing wft rj two. layers •acrype. *i spit applied sotidlypeMe' nid-1696thWO approved come ntin, rilaftitfAl 60ifeaO the pies, aind ' ft the 9 . . I e3dijndingfrorn "!10-41911`16�00of to-ki Obit 36'iinohi&a.'19-14 'mm) irfiside .1he exkvfkrwulHIn6 of -the -buildirig, 2.5 - New-RoWna Insft4won: - - 2.2A. Shake and Tile Panels: -Tho 0verrA- . 8.1xbqftheS4akxs� '0 C-6nmimetrdlild-pariels shal 46-InStalled on stilid or . and THe panels Is 161/, InchiS by:011, Irk iTim: by, 1340 mm), with an irvalidd expbviiro ref 9a% .. they are riilitii'radt6 match the -framing ltnes.-. Pbneli are out olid - formed-. jilto yallayiL Vall6yj ra�;i ve m1nfmurn:No, 28, inches PW mm by 1267 mm): Thor'jjW p4oej.:&j'� .W modules fo"ing a. aeries of til 'has', - Impressions Wendinjit least 8 Inchim (2p3 'Mili) fMrn'- . oeritorne each . W*,:A'sp1Ash forming Irregular shake p16 1 e9010 GdOOS 'of the Shake and pah$W. ars,'60`nt d6"-.:., diverter rib, q6vless-t6n 9/, lrlch`(19A..m M.) high -At -the now is ftirnfe iota. the flashi Vo.He ties lope er>r appro)dmatelly I Inch (25 mm), and panel is bent upward vertically I hit* !(*ij `00 df,4'ltrche4�(102 rr�m).'li .-The metal valler flashing felt horitontally beck I%. inches (39 min). fbr wvathO1� and-nalfing, Side palaps are 2 indios y aping :30 - Inchs�.wldq' (91 4:ma.1)' dkeoy. trader the frilllWpanellength, Jn'additi6n.to the uw' elaytrem noted In- Seaton 2.4. - 2,2.2 Shingle ftrwh The Shitle piiit ot ccfjsl�t, .,6f -f?arelavmy oe outvAth vquillotln6,hend. rnlps,'O:r a cirCUttir . and 10WEIred sections formformingO'serWA of 311ftl( : 4 -"" Th6luint view Wort MBUmAting-b[4.dec.:.A-po:iabib-beake prOss, or edges of the panels a. "@d -'. and few te 4andbinftO t0*1:J9 us;W'ta beridthe panel far hips, ridge4, Gonfiguretlon, so that the panelslifttelock wnRn-. 'adi " 4_0 -46d�alleys-. Trial Pkcea4h bpovadappedAnd n'affvdalong The. o4rall size of.ft Shingle Inches (267 min. by 133.4 mm); with an* hislal- W.&wroskxi_raqjs'W( roofli4- Awleii, Oponinbe, In the roof 9%Z inches by 51 inches (241 mi 'r. by 1205: M slifil0e: shall .be fldsl�ed with -standard ro�0---I�clts a6d'flaahlngs as -M panel sWe laps'are 2 inches (6 1 rarni), quil"Od by 660kx% 1409.2 004 USC., Care '3of' ft. 2.23 -battens: Battens shell be' 1 -by -:9 $taF4al Iowa, fir -larch or better.better.'%shih9sr. mud be, taken .to a6usuqqy •weatf5egrxoot.Aticf -eupoort with addition' as 'bloddhg rir. ro !Gr.-iSfrga�'lop+,rAurrr.mllobrcanvax�ad'u�;.r�tavrs[t»1n�amNwrk;inrw�ar�i!iirtirfbura3.mrgv°cD%nirltyrrdri'�asa��mu•�acbrytoEieantn�.+s .. AN* mtfed qfA0 ftv*ry oro W CITY OF LA QUINTA pap I eta BUILDING & SAFETY DEPT. APPROVED • FOR CONSTRUCTION DATE*�JOaD__ 10/04/2006 09:05 17147780248 WESTERN PAGE 03 • P"e2of8 ER.Sr32g 2.5.2 Shingle Panel Instatfatiorl: r'dL�cla/stiirtear nioai is installed at the cave with carios(on.reafstunt :O.t18�rich• diameter (3.2 mm) ring shank ropting nails:with•y II -A dii- (9 5 mm) head, 111, inches (35 mni)`ipng orof rufticiant langth M penetrate the decking at least 91, Inch (1 ti.1 ixlnrJ ur th7pugh the sheathing thickness, whichever is k3sn. Tho rbioting.nails bre spaced 12 inches (204. mm), m.exirni.tnt, `tin renter, mull . petrels are placed and fastened siding at tho eave, With -the front of the panel interlocking with tho strttte► s±ripptng: Jhe rear of the panels is fastened to ft,deck!Ni aCix lap and intermediate third points with a rnirlin1u1n-,6f four. cormalort- resistant, 0.1 25 -inch -diameter (3:.2.rrut yrtng`W,'zink ir&Ang mills with a %-+nc h-clIameter (9.5: m)TO head, 124 lnrtot 135 mm) tong or of sufficient longttr to penetrate tw Vh44M1f9 at least % inch (19.1 mm) or throrigh the sheathinlj t}ylckrisss,' whichever is less. The front d6writurn: cif thwshingle partgt interlocks with the channel' :fonnied at . titir:.roar or on overhipped panel. 25.3 Tile or Shake Panel Instifttlaifl. To d%dh tho first course of The or Shake panels alt ft ogv(!41Ab#66li4 ere:. fastened to the supportive merribens at 24'inaiea on ue'nter (61l) mm), maximum, with minimila 16c1.Cfr6rc Ei�n•s istarit common wire nails of suffidOnt, i6noilf to perletrs,6 Tile fraiming at least 1 inch (25 mmj. Panels placed at the first coursa.are attw,.no* J.throtioh 66 front downturn to the starter batlen at 'arch .ftp $nit ei ir"rmsdiete third points with a. trfMinruM* of fraur crag dlreitrk ' roofing nails, The rear saci(on .of :file be shaft psrt�i6 la attached at the first and subsequent Coum6s to ifNJ de4'kktg, at each flap and at intermediate.ttilrel.priint>$wttiiiminkr!<im of foar ring shank robfing malls, After the firs4 oourue. of patletn,; .. subsequent courses of panels ake silso attac7asn};iYirau®F:ittie . front dwkntum of the panels to th''e d6ckh4 at ei6cti:ltip aiui.rst . intermediate third points with a rrdnimurn 6f•1ck0nrvg..Gh91J1k. rooAngrrails.The nailsMust bembiinittmb.i-fi2Gnafiarrteafer (3.2 mtn) ring shank roofing nalbs•hacrinyl;a 11,4... »�ilerniR (6.4 taro), head and a sufficient. 64th jtinjriMuiit 'tela, kneltsrs . (35: mm)] to penetrate through tho "vithir":crk feilstt a/;:lurch.: (1 VA mm) or through the- sheathing tai*-nass, WYttistievar is less. 2.6 Reroofing Applicatlimb: With the old roof covering removed, all c0odhiorrs noted in 8600M4 2.1 through 2.5 apply. Tt18,panels•rrraty_'bsi jlVA lied •. over emsting spaced sheathing provided tholoa' m bet�Yeen panels is filled es necessary to provide a tw' ti;»'' ' ' xe?. •'iho tip lumber must be of U1e'same th-lemass asp 4 Wci ry spaced sheathing. The parcels. may:aW'te irisfUtil". ttvel'.. existing asphalt shingle roofs and Emit -up r000ts;:prlivioi tris. roof slope complies with Section 2.3. The prtrlafe 41+) 4itbe.Nd'. through the existing roof 00yerifig•.to the skiathlrtg..aiti described in section 2.5, with fastewters tit sui'rct"t:lt)ngth to pen etrets the sheathing at least % hoh (i q. -t ro,w) IyrttSiYi ' h. the,. sheathing thlCbless, whicfievor ig. le•:a, l~rour, ' 5111p9 is. installed overand around all wdetliigtf(ashirtg, v6cptfs,.voll, .'.• and chimneys in accordance with thus rep6n• and.the. ode: C3var existing built-up roof coven , an 10Q" "01. ascii d9brls.Must be swept off: Blistem.ln he pffes must°r�1341.6nd.. nru(ed. flat. The steel panel roofing• s' �m rrw4t coor raicliarid perimeters. such as gravel stops.: The 'eypt5t rrray. be: installed over integral gutters, pro ricieittkrari�5(it.e. rh�bNa; tyitla�' board, nailed to the rafters, and installed'otibtn gtittro'r, 2.7 Fire Classification: ARetrotile steel rooting panels Instilled in acixirda r". with.. Section 2.5 of this report are raoogtf w as+rtjn&tnbuSt66 root coverings in accordancewithSection 1504:7 ofthe UBC. Ndhcrirnbustibte roof rravarlrigs as Wined in Section 150:1.2 are permitted in Section 1503 of the 11,1BC to be Applied in I.iou of a Class.A firia­;retdrdantroofing as:sem ly, when installation is In accordance with the manureclurer's requirements and this report. Matrotile stein routing panels installed in accordance with .Stiction 2.63 of this report Over.axlsting Class A asphalt shingles ar. Class A built-up roofing are Classified as -Class A roof assnrnblies in acconiance'with Sedtlrm 1504.1 of the UBC. 2.8 V1IrW1Vplift: Maixotlle P4il als,.inWalied in accordance with this t•rsport,.are acoeptable on 6iiy portion of a roof urOAructures having a rriaaxiRwrn helght.of 40 feet (12'792 mm), In areas identifted as Exposurb; B as set forth In Talife 16�13 of :the UBC and having a nm)dinum basie.wlnd spend of too miles per'hour {129 km/h). Metratile pends . used on solid or spaced. sheathing; trwttall6d lh accordance with this report, ean••be socaotecf in gratis subject tui jo meiQmum basic; wi-1d apsediaf, 90miles per tour (145 kndh) on strticturesa max mum of 40feet t12 192 mm)'In height in Expasur© C areas. At areas.of discontinuity, twiriiii tho nu6iber of nails'es del;M azd in Sactlon 2..6 of this report are appltorf andspaced ov®rilyanrvss McUttife p4nels. Spatial inspectibn in accordande with Section 2':9 is required. 2.9 Special ftmpaWan: When required' by. tection IS,. special.' inspection In ar>Cardence Witf1 Sec;ton 1701 of the JAC royal tie provided. "rho special Inspector inuai dt+serve the1nsWIatidn, and nnust rcaaxu'd the product dased0ori, narrra., dimena(un and steel thickne"; t'astener iW49, disinater and' 16"th: and the sl1eathirtydYt»"Gha rts; end murt•vetI-y 'the.caomphanceiif the .emponants ana panel Inetadatior_r wth this'report. 2.ftM, • ldenifftcetion: . A :6V beadrig the narne and; address •vf . Motrbtile MCMUfticturing, the product n9me.; and the evaluafion report number (EW15W0 Is Affixed to eanh pellet. 3.0 OZENCIF au"IT'TEl} gate': in accordance with the• IM -ES tko oeptance Criteria for MAW ROO (.borings (A046.6); dethd Novambar•26.0 4.0 FINDINGS gtat rho #Aetrdtfla ccatti�cl,�te�+l too- Ing panels described tri thla report comply with -the 1087 (iir/forn) Building Cb0&.'r"', subjo t'.to the foUovirirtg conditlinw: 4..1, they aro ma nufadturedj.ld*n$ftad and imtkiled in accordanco with thin report ar.d the manufacturer's 'inettrttctlorla. .4.2 Installation Is .by InetalJertt• approved by the rrtairtu�actsl�®r. 4.3 Wind uplift reslstaftce eorviplies with Section 2.9 of this rmpbrt. 4.4 ' When.vailulred bySeeftit 2.5; ipec:ial tneoic tion in aicaordanom' with Sas titan 2.8 roust be prorit%d. 7hl.s report Is suttJect to r6wtxaminW.1on in• one year. 10/04/2006 09:05 17147780248 WESTERN PAGE 06 + page 5 of 5 -- Et2-5626 Jb��reemd Y s�wrae�Y4 rsdKu Dip fidge F("AF- - SWIP FOR cis ndard Metal'