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04-2052 (PAT)' l=e t; Coil V BUILDING & SAFETY DEPARTMENT �- P.O. BOX 1504 (760) 777-7012 OFT�1'9�%' 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTION REQUESTS (760) 777-7153 0 0$ BUILDING PERMIT - p�p9c•ation Number 04-0-0-0-0-2-0.5.2 Date 4/07/04 �Pr-- erty Address 63_95—V_IA VALEROSA APN: 772-250-999-44 -30357 Application description PATIO COVER -.RESIDENTIAL Application valuation 15000 Owner Contractor WILLIAM BARNETT OWNER 41 WASHINGTON BLVD MARINA DEL REY CA 90292 (310') 821-7245 ------ Structure Information,- PATIO ----- construction Type TYPE V - NON RATED Occupancy Type . . . DWELLG/LODGING/LONG <=10 Flood Zone NON -AO FLOOD ZONE ---------------------------------------------------------------------------- Permit PATIO COVER PERMIT Additional desc Permit Fee . . . . 162.00 Plan Check Fee 105.30 Issue Date . . . . ;Valuation . . . 15000 Expiration Date 10/07/04 ' Qty Unit Charge Per Extension BASE FEE 45.00 _13.00 9.0000 THOU BLDG 2,001-25,000 117.00 ---------------------------------------------------------------------------- Permit . . . . ELEC-MISCELLANEOUS Additional desc Permit Fee 26.25 Plan Check Fee 6.56 Issue Date . . Valuation . . . . 3000 Expiration Date 10/07/04 Qty Unit -Charge Per Extension BASE FEE 15.00 15.00 .750.0 PER ELEC DEVICE/FIXTURE 1ST 20 11.25 ---------------------------------------------------------------------------- Permit . . . . : PLUMBING Additional desc Permit Fee 21.00 Plan Check Fee 5.25 Issue Date . . . . Valuation . . . . 1945 Expiration Date 10/07/04 Qty Unit Charge Per Extension BASE FEE 15.00 P.O. Box 1504�� VOICE (760) 777-7012 Titv/ 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTIONS (760) 777-7153 BUILDING & SAFETY DEPARTMENT Application Number: 0 L1- Z oS a I Date: y - 7- 6Y Applicant: �✓I LL � /} /�'� i3A�jV Applicant's Mailing Ad ress. 04 Architect or Engineer: DA 'I-V 7) P- S / Arineer's Address: IkA/ 7-Er,4,00 a ca n.L LA- C�yI WTA CA9 Z 2_�Z /�fy�!';,�c, �v 1361+Ui Com - L L 4tf wAs1-1,NC?ro.V 13C /han, ��+ D� L 2ELic. No.: 0J1of oz CA IBUILDING PERMIT DECLARATIONS LICENSED CONTRACTOR'S 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 Class License No. Date Contractor 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).): Yc) 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 worts himself or herself or through his or her own employees, provided that the improvements are not intended or offered for sale. If, howgver, 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 1, 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.). /J /J U I am exempt under Sec. , B,4 P.g. jor this reason,,/ I/ Date -4 Owner 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 and policy number are: Cartier Policy Number _ 1 certify that, in the performance of the work for which this pe is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and a e that, if I st ecome ubject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall �f f rthwith comply with those prov' ' ns. Date -! 6 Applicant WARNI G: 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 penaa 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 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 La 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 ead this application and state that the above infortnati is correct. I ag t comp with all city and county ordinances and state laws relating to building construction, nd ereby authorize representatives of this county 1 nter pon the abyve- n(i ned erty for inspection purposes. Date 6 Signature (Applicant or Agent): _ ' / . Y t "�'.y ; y i"� }`H; i'4 f•° °`..,'GMS, ;`; y 3 Page 2 Application Number _ _ 04-00002052 Date 4/07/04 Qty Unit Charge PEr Extension 1.00 3;0000 EA" PLB WATER INST/ALT/REP. 3.00 1.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 3.00 Special Notes and Comments 756 SF PATIO COVER WITH COVERED ENTRY/ELECTRICAL FAN/LIGET/SWITCH AND GAS STUB OUT FOR FUTURE APPROVED APPLIANCES. SINK AND ELEC",TRICAL FOR REFRIGERATOR. 2001 CBC. - ------------------------------------------- Other Fees . . . _ STRONG ---------------- MOTION (SMI) - ---------------- RES 1.50 Fee summary ChargEd Paid Credited Due Permit Fee Total 2'C9.25 .00' .00 209.25 Plan Check Total 127.11 .00 .00 117.11 Other Fee Total 1.50 .00 .00 1.50 Grand Total- 37.86 .00 .00 327.86 '!de n e �4ir�eer' . d�iley 1. Si ing STRUCTURAL FOR: Job # L -L &,,g t4 Date to-im-19--3 F.--F-r Page 1 of 7�2' &Rt4fm `UFFY-OF LA QUINTA 9P-11733 & SAFETY DEPT. P R OVE D ES FOR CONSTRUCTION INDEX PAGE DAILZ4 By No. 39489 rn Exp.- V CIV%% - r Timothy D. Dailey RCE 39489 CA SPECIFICATIONS: Coe-, - 1. Uniform Build' Code Edit on: 2. Soil Bearing: 00 e2L (A-55olve-C4 3. Concrete (at 28 Aays)k Foundation z 2500 psi (uninspected) 4. Masonry: Type S mortar; Grade N concrete block. S. Reinforcing StLie'I: #4 and smaller grade 40;45 and larger grade 60. 6. Lumber: WZstCdatt Douglas Fir a. 2x Studs (jDF #2) - Fb=875psi/1000psi, Fv=95psi, E=1,600,000psi b. 2x, 4x Joists and Beams (DP#2) - Pb=875/1000, Fv=95, E=1,600,000 C. 6x, Sx, 101x!(DF#1) - Fb=1000/1150, Fv=95, E=1,700,000 ,Beams (PF#l) - rb=1350psi, Fv=85psi, E=1,600,00opsi (Select Struct.) - Fb=1600, FV=85, E=1,600.,000 d. Glue Laminated (24F -V8 DF/DF) - Pb=2400psi, Fv=165, E=1,800,000 7. General: a. All consJu . ction shall conform to the -Uniform Building Code. ..b. It is tie contractors responsibility to insure that construction conforms to the calculations. Contractor shall field verify all dimension 'prior'to construction. Any, field conditions found to be unusual o� hot addressed shall be reported to this engineer. C. Unless otherwise noted, use.DF#2 grade for 2x, 4x lumber and DF#1 grade fokl6k, 8x beams. d. At non-bearing. headers not -specified, use 4x4 beams up to 6'011 spans,( and 4x6 blains to 10'0" spans. - e. At ceiliziq joist not specified, use 2x4@16"o.c up to 10' spans, use 2x6@1611 to .16' spans, and 2x8@16" to 22' spans.' f. All balloon framed stud walls not otherwise specified shall be framed with 2x4 #i2 1#',2 studs @ 16"o.c for 10'0" max hgt, 2x4@12"oc. to 12' hgt, (2)2x4@16j to 14' hgt, 2x6@16" to 15'6" hgt, 2x6@12" to 181 hgt, and (2)2.x6@16'! to 22' hgt. g. Any shear. wall sheathing specified shall extend continuous from top to bott:mlp!late.* Studs shall be spaced a maximum 16"o.c. h. All walls! !and posts shall have double joists below at parallel conditionsand 2x blocking below at perpendicular conditions. i. All colns-and posts shall be installed with ICBO approved colujim caps and oob.t anchors or as specified (Simpson 7 J. Use Simpson; HU hangers (Vr—eqftS+) unless otherwise noted. 'i. Retainingwillsmust not be backfilled until concrete and mortar has reached 29. day strength. - ft 0 I fo, ,Orr •.Gar�c,'fi� p • GV��:Ib�s'ts FLS-;-IoISTs. l� ��. -rep :,DJ. end Ile)z��, � RV end �0 RV �0 L = `o 05 Z ZP4= �� i'e 0 t04.5� `.12 foo � W v N C W � _ w � V W V n a SN J JOIST SdHEDULE F ,R/J -Use 2 d.f. #2 roof joists @ 16" o.c. R/R -Use 2 4 d.f. #2 roof rafter @ 24" o.c.' C/J -Use 2 7-d.f. #2 ceiling joist @ 16" Q.C. F/J -Use 2'— d.f. #2 floor joist @ 16" o.c. D/J -Use 2 -"d.f. #2 deck joist @ 16" o.c. i ROOF & FLOOR SHEATHING II Use 1/2" Str'dt.II CDX Robf'�Plywood, Panel Index (2.4/0) /'8d @f 6",6",12"a.c. (unblocked u.o.n) IIse 5/8" Str'ct.II i CDX T&G Floor Plywood, Index (32%16) w/ 1,C @ 6"; 6", 10"'o.c. (unblocked u.o.n. ) SIMPSON IA -35 SCHEDULE # 1 i Capacity l Sym Descripiilon 1 Simpson i A-35 @ 72" o.c. 75 #/ft 2 Simpson A-35 @ 48" o..c. 112 #/ft 3 Simpson A=35 @ 32" o,. c. 169 #/ft 4 Simpson A-35 @ 24" o..c. 225 #/ft 5 Simpson A-35 @ 16" 'o..c. 338 #/ft 6 Simpson A-35 @. 8" o..c. 675 #/ft i 7 Simpson A-3.5 @ 6" oi.c. 900 #/ft ANCHOR BOLT SCHEDULE Sym Descriptilori Capacity A 5/8" dia .1 anchor bolt @ 72"o.c.- .133#/ft B 5/81''dia.l anchor bolt @ 4811o.c. 199#/fi. C 5/8" dia. anchor bolt @.32"o.c. 299#/f D 5/8" dia. anchor bolt @ 2411o.c. 399#/f E 5/8" dia.l anchor bolt @ 1611o.c.599#/f F 5/8" dia.1 anchor bolt @ 1211o.c. 798#/f G .5/8" dia.! anchor bolt @ 811o.c. 1197#/f H 3/4" dia.1 anchor bolt @ 8"o. c.* 1436#/f J 3/4" dia.' anchor bolt @• 611o.c.4( 1915#/f . _ e v ec I >t St U-.. FLOW e b Anchor Bolt Notes• 1. All anchor bolts shall be min 10" long with 7" min.I embedment into first pour (u:.o'.n. ) 2. All exterior walls scall have 5/8" dia. bolts @ 72110.8.1 3. All,inteior minimum, u:o.n. -set wall's stall have Ram #3348 shptpin�'(or equiv.) @'3611o.c @ be wa is and 48'0'.Ic @ non-bearing walls' 4. Use 2"s4.lx3/16" plate washer @ all an hor olt 5. 5/8" dia .j expansion bolts (5" embe'dme' t) may replace anchor.bolts at a 1:1 ratio i TYPICAL CONTINUOUS FOOTINGS - Use 1tF"wide x !t ?/"deep foo -ing w/ ( 4.) -# top & btm ' F r U.O.N. - Unless otherwise noted.; i ' ' TYPICAL FRAMING NOTES / DEFINITIONS 9 * - Align with post, beam or wall above. A35 - Simpson framing clip as specified on plans and detail 1, shall be 'installed1continuous over not only the shear wall panels, but the entire d%ag line, consisting of top plate and drag members attached it in the same line. ADDIT - Building Additions to existing structures assume existing framing founldations and are as shown. Notify engineer of any discrepancy. I I� BFW - Ball`oon framed wall, per Specification item 7f unless otherwise noted. . All walls shall be framed with `continuous studs to a horizontal diaphram, even if BFW is not specified (intermediate plates not occuring at horizontal bracing. constitutes an unstable conditio. If shear material specified on BFW, run FH continuous to upper top plate. 11 CALIF - False framing over structural roof. Continuous plywood and shear FRMG details'6hall occur at lower roof. Frame with 2x6 rafters @ 24"oc with maxli*um 91011.span,� kick 'as required to lower structural roof. + D.F. - Douglas �ir Larch lumber grade.. See spec's item 6. D/J - Deck.joi t to be sloped or ripped 1/8"=1'0". Do not notch unless otherwisejnoted on pl.ans. D/.S - Drag str t, nail sheathing to this member with 8d/lod @ 6"oc (uon) D.T. - Double-2 x trimmers. F.H. - Full hei lit, extend.sheathing.to upper plywood diaphram. FLUSH. - Align to of beam with top of adjacent joists. Provide Simpson HU hangers a all perpendicular members to flush beams (u.o.n.). GLB - Glue-lam'riated beam (glu-lam) shall have standard camber.(bas'ed on a standard 200'radius),"%r approx.3/8" for a 20'0" beam. See'specs item 6d fdr lumber grade. Provide AITC cerficate prior to erection K.P.. - King pos extend to beam below. MSB - Multiplelstuds, built to match beam width: O.S.B..- Orientedl�strand board` of the same type and thickness of plywood sheathinjispecified herein may be used, if desired. P.-C.' - Steel pi a columns of standard weight (u.o.n.). POST - Post width shall match'beam width its supporting (uon), and may be broken ailceiling with post caps and continuous at BFW conditions. ` RETAIN - Retaini4;walls directly attached to the building shall be back- filled, after fully cured, but before attachment of any framing to it. Retaining heights indicated are assumed, and engineer shall be notified;i"f additional conditions occur and not reflected herein. III SLEEPER-.Specifies; additional layer of 2 x ripped joist and plywood Iiheathina over' lower continuous structural ` Plywood 4i(aphram. 1 U.O.N. - Unless otherwise noted.; o,.a a /V ` � E �►'NG� ��g per' Par, .DtJt.E. Jp ig�T rIG t.. .Lc. W1 60wo F3LKC- . EXTG, ��►Mir�G Off. GEIVir�G �Ig7 5p FEMovEp P. . �. ® ; �� • ora � . P. 1, Cz) N Az II It It GiL.IrJG—::...:��I� S 2x.1 2 .2 8: elj�.I&'Ole