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05-5020 (PAT)79926 Amora Dr 05-5020 r ,, N 63 IE P.O. BOX 1504 -(:i!?-ity/ 4-- - VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 11/23/05 Application Number: 05-00005020 Owner: Property Address: 79926 AMORA DR THAUER PAUL APN: 609-380-999-61 -293234- 79926 AMORA DRIVE Application description: PATIO COVER - RESIDENTIAL LA QUINTA, CA 92253 Property Zoning: LOW DENSITY RESIDENTIAL D Application valuation: 6597 ,l, v F• Contractor: Applicant: Architect or Engineer: MIRAGE BUILDERSO QUs C1F 27372 MERIDIAN WAY ►i10E LAGUNA NIGUEL, CA 92677 (949)235-1202 r+ r` Lic. No.: 792314 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: B 11/I?seNo.: 792314 Date: if Z J Contractor: 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 ($500).: (_ 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.). (_ 1 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.). I—) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: 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: LQPERMIT 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 and policy number are: Carrier EXEMPT Policy Number EXEMPT 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 )dc bea subject to the workers' compensation provisions of Section 3700 of the Labor ithwi p/col/n )//6 with those provisions. Date: Zli - Applicant: 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 1$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 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 read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building con uction, and hereby authorize representatives of this county to enter upon the above-mentioned propert i ect' pu osA Date: / D Signature (Applicant or Agent) LQPERMIT Application Number .. . . . . 05-00005020 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee 90.00 Plan Check Fee 58.50 Issue Date . . . . Valuation 6597 Expiration Date 5/22/0.6 Qty Unit Charge Per Extension BASE FEE 45.00 5.00 9.0000 THOU BLDG 2,001-25,000 45.00 ---------------------------------------------------------------------------- Special Notes and Comments 496 S.F. OPEN WOOD FREE STANDING LATTICE PATIO STRUCTURE Fee summary Charged Paid Credited Due- •------------------------------------- Permit Fee Total 90.00 ---------- .00 ---------- .00 90.00 Plan Check'Total .58.50 .00 .00 58.50 Grand Total 148.50 .00 .00 148.50 . A Rf-INSPECTION' FEE OI~ SM i CITE i ;--.' WILL SAFETY DEPT. i PLANS AND 706' CARD! NOT ON; lED` ' THE 'SITE FOR ASC EDULED RVI . II sTV 'INSPECTION: N - 'NO D(CEPT O S , ; DA- F : : : t i T .. a k i _ ( f _ . _....., - 1 1' , , t i t i , i i • , I ----- AN ANVE RTELY S{Z€D DEBR -GO JTAINEk- : ! I f ( I f E UI ED ON-THEJOB SIT IIURING A'L-.;- I 1 i : Q _ E : -- .-, - . .., -; Co , on 's- NPERMITTED.- '10 P RM 1TED . - -` PHASES F CONSTRUCTIO IUD -MILT BE-._j...----------_S;.Tr_N -__._. --i--.•---- i-----; a thEfl{lauvin -, , , g a Holiday - - - -- s s< EMiPTID-. ..NEGESSARY T -AIL R€ -0 DQ SO — ! -- -- . ' fs r is ✓ I i ! - - -- I , MAY CADS _THE CITY -TO-VE__-- E CONTA N R -i - --- --- - - ' __ . 5 - i --i-- ' - ` _--i----;--j-I Ie ►_Y,eai's_Da _ - - -- --.. ;--- : : nl);M"11D- T-TtIEtEAPfN €O HEjO NNER/ - - -i- -'- `' -i—---.1__.._: _- --' - - - ---jDrtiM - _ i ' _ n !. rti Jr -Day .- --- --' , I IP flt' a : 1 -r-- -- -_-I-- --I------'-- --- ---j--- ----- ----•- S .; ... t r Gn ---- !_. - Da Wno Xem ; i - - ! - :..---..- — ' _,_._._ :. -_ --'-- - r ..._i_ _ _t._._ ,.. I _ I pendent i CON i i i r - - - ' --i -e - ; .. .. - 5 . UGTIQN. OU2S .. - `; ;._._..;_._ ' ... ►: j it ba e i _.._October si- ; S Day , - - - { .... _ -,Monday%. o :3 pIIi. !_. : 1 i ; Satur a : I ; 8 00';a.m ; - I I —;- - ; 0 g! --- - - - - to 5:00 p.;,n.l k8 ...... -,_. _.. ':Chris ' as' Dy : I Su# day. , Non ' tTil i , Govern ' Mohd y :.;..... - -. en Code i ;S -.Mx last - .-- y SepternbeT 30t Mondky -Frid'ay .. . 6.;00 a. $aturda _;..8:00 i i• , ' 6ani . to 5:00_p I L I Suaad.'' ; No' ne i I i Guver gat Cb a Non I - ! L_ ..i_ -.i.-. _ . . -... 4 hday i II 1 r I • t rr ;... !J. IU i ILD'I © S. F Y I EPT . f i O 1 I 1 Y iV I R COON, 'y TION. 1 '- z .:, c 3 BATE : I J. 23• .rBY • , 11/7/05 JOB INFORMATION: PATIO COVER 79926 Amora Dr. La Quinta, Ca. Job Number: 050437 File Name:.05C437*.wrk FOERSTEL DESIGN 1046 CALLE RECODO, SUITE J SAN CLEMENTE, CA 92673 Phone.: (949) 492-5981 Fax: (949) 498-3020 APPROVED BY: This residence engineered using the "EngrEd Wood Frame Residential" software package. The person using this program is responsible four CITY OF LA QUINTA accuracy of all computations and results. EngrEd assu mes `noN eE 1DEPT. or financial responsibility for the safety or integr-i&y toariV E V structure or member designed using the EngrEd Wood F06meCR T3'd,&rnt-!-NN Software Package. I. DATE BY_ 11/07/2005 12:00 7602623019 MIRAGE BUILDERS PAGE. 01 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVE® FOR CONSTRUCTION NOV 07,2005 13:12 7602623019 I DATE BY Page 1 S abed 6i0EZ9ZO9L bC:60 SOOZ'LO AOI CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVE® FOR CONSTRUCTION DATE BY I 4 9 abed j LU* 61OCZ9ZO9L MMI 6C:60 SOOVLO AON Mai 75v t 'r _"` .' $" -r i \AI S C3 L a.6 P d 6TOCZ9ZO9L PC:60 900Z'LO AON a a --- . a - a 1 — *- 5.b111. F—,, —4 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION OATE- BY 6 abed 6I0£Z9Z09L ££:60 SOOZ'LO AOM FrAMIN6 NM5: IF CONFLICf WlfH N025 ON FLAN5, M05f ft5fgICfIVE MOUI EWW5 5H&L GOMW 2X4 %12 MAMIN6 fO Bt 5fUV 69AM J015f AN17 RAMP5 fO Bf N0. 2 P.P. (170116 FIS) . - LAPCH BfAM5. 5f MrAW5 AN12 NFA12W5 fO BE M0. 1 17.F. - l.A?z H r055 AW fIM P5 BE N0. I P.P. -LMCH UNILE55 OfWW15E 5FECIFIR2 fIM r 5HA L PE P.P. AMP 51ikl. CONFC?rM fO W.C.L.I.B. 5fANt7 I2 69AI91N6 AW PIZE551N6 PV5. 1. CEMENT SHALL CONFORM TO A.S.T.M. C-150 TYPE V. 2. AGGREGATES SHALL CONFORM TO A.S.T.M. C -W FOR STRUCTURAL NORMAL WEIGHT CONCRETE (1" MAX. SIZE) AND A.S.T.M. C-330 FOR STRUCTURAL LIGHTWEIGHT. CONCRETE. 3. READY MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH A.S.T.M. 4. CONCRETE DESIGN MIXES SHALL BE IN ACCORDANCE WITH SECTION 1905.8 OF THE UNIFORM BUILDING CODE. (PER 2001 CBC) 5. ALL CONCRETE SHALL SATISFY BOTH A MINIMUM STRENGTH REQUIREMENT AND MINIMUM CEMENT CONTENT. THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH (P"c). AT 28 DAYS SHALL BE 4500 PSI. WATER CEMENT RATIO.45 6.. THE MAXIMUM CONCRETE SLUMP SHALL BE 4" + 1" 7. ADMIXTURES MAY BE USED WITH THE APPROVAL OF A LICENSED CIVIL OR STRUCTURAL ENGINEER. ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. S. ALL REINFORCING. STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY CITY INSPECTOR PRIOR TO POURING OF NAY CONCRETE. 9. REINFORCING STEEL: A. BAR REINFORCEMENT SHALL CONFORM TO A.S.T.M. A-615 GRADE -40. B. ALL BAR LAPS T040 BAR DIAMETER, 24" MINIMUM. _ CODE DATA 2001 CALIFORNIA -CODES BASED ON THE 1997 EDITION OF THE UNIFORM BUILDING CODE (UBC), 2000 UNIFORM PLUMBING CODE JUPC), 2000 UNIFORM MECHANICAL CODE (UMC AN-D-+ 999 NATIONAL ELECTRICAL CODE NEC CI rY OF LA QUINTA r _ ( ) • BUILDING & SAFETY DEPT. APPROVED ' FOR CONSTRUCTION DATE--_ BY TABLE 23 -II -B-1 TABLE 23-11-B-1 --NAILING SCHEDULE 1997 UNIFORM BUILUINU UUUt CONNECTION NAIUNGI 1. Joist to sill or girder, toenail 3-8d 2. Bridging to joist, toenail each end 2-8d 3. 1" x 6" (25 mm x 152 mm) subfloor or less to each joist, face nail ,// 2-8d 4. Wider than 1" x 6" (25 mm x 152 mm) subfloor to each joist, face nail 13 3-8d 5. 2" (51 mm) subfloor to joist or girder, blind and face nail 2-16d . 6. Sole plate to joist or blocking, typical face nail 16d at 16" (406 mm) o.c. Sole plate to joist or blocking, at braced wall panels 3-16d per if" (406 mm) 7. Top plate to stud, end nail 2-16d 8: Stud to sole plate 4.8d, toenail or 2-j6d, end nail 9. Double studs, face nail 16d at 24" (¢10 mm) o.c. 10. Doubled top plates, typical face nail 16d at 16" ( 06 mm) o.c. Double top plates, lap splice 8-16d 11. Blocking between joists or rafters to top plate, toenail 3-8d 12. Rim joist to iop plate, toenail 8d at 6" (152 mm) o.c. 13. Top plates, laps and intersections, face nail 2-16d 14. Continuous header, two pieces 16d at 16" (406 mm) o.c. along each edge 15. Ceiling joists to plate, toenail 3-8d 16. Continuous header to stud, toenail 4-8d 17. Ceiling joists, laps over partitions, face nail 3-16d 18. Ceiling joists to parallel rafters, face nail 3-16d 19. Rafter to plate, toenail 3-8d 20. 1". (25 mm) brace to each stud and plate, face nail „11 2_gd 21. 1" x 8" (25 mm x 203 mm) sheathing or less to each bearing, face nail 2-8d 22. Wider than 1" x 8" (25 mm x 203 mm) sheathing to each bearing, face nail 3.8d 23. Built-up comer studs -- ----.-------_._- -•-- .------ .._ ------._'.---- :_. 16d -at -24-"(4,10 mm)'o.c. 24. Built-up girder and beams 20d at 32" (813 mm) o.c. at top and bottom and staggered 2-20d at ends and It each splice 25: 2" (51 mm) planks 2-16d at each.bearing 26. Wood structural panels and particleboard:2 Subfloor and wall sheathing (to framing): I/2" (12.7 mm) and less 19/32"-3/4" mm -19 mm) 6d3 t (15 7/g"-1" (22 mm -25 mm) 80 or 6d5 gds 11/g"-11/4" (29 mm -32 mm) l0d4 or 8ds Combination subfloor-underlayment (to framing): 3/4" (19 mm) and less 6d5 7/e"-1" (22 mm -25 mm) 8ds 11/g"-11/4" (29 trim -32 mm) 10d4 or 8ds 27. Panel siding (to framing)2: 1/2" (12.7 mm) or less 6d6 5/8" (16 trim) 8d6 28. Fiberboard sheathing:7 1/2" (12.7 mm) No. 11 ga.g 6d4 t16 ga? 25/32" (20 mm) p. 11 ga? 8d4 o. 16 ga.9 29. Interior paneling ' 1/4" (6.4 mm) ti r' 4dto 3/8" (9.5 mm) 60 ICommon or box nails ma be used except where otherwise stated. 2Nails spaced at 6 inches 152 mm) on center at edges, 12 inches (305 mm) at intermediate supports except 6 inches (152 mm) at all supports where spans are 48 inches (1219 mm) or more. For'nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Sections 2315.3.3 and 2315.4. Nails for wall sheathing may be common,' box or casing. 3Common or deformed shank. °Common. 5Deformed shank. 6Corrosion-resistant siding or casing nails conforming to the requirements of Section 2304.3. 7Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on center at intermediate supports I`X ( 8C6rrosion-resistant roofing nails with 7/16 -inch -diameter (11 mm) head and 1.1/2 -inch (38 mm) length for 1/2 -inch (12 7 mm) sheathingand 2?/4=in 4 iam__ length for 25/32-incb (20 trim) sheathinyrconforming to the requirements of Section 2304.3. i R j MINI fj DEPT. 9Corrosion-resistant staples with nominal /16 -itch (11 mm) crown and 11/8 -inch (29 mm) length for 1/2 -inch (12.7 mm) sheathing and for -inch 38 mm. ,le g h for 25/32 -inch (20 mm) sheathing conforming to the requirements of Section 2304.3. ,/A IoPanel supports at 16 inches (406 mm) (20 inches (508 mm) if strength axis in the long direction of the panel, unless otherwise t>tarked]. Casing or mtsMnai s spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. F(} 3, C;C)RISTRUCTION liPanel supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at irate mediate supports. DATE BY FNGINEF NAME _ ADDR 1046 CALLE RECODO, SUITE J CITY SAN CLEMENTE ST. CA ZIP 92673 LIC # S.E. 957 DATE : 11/7/05 JOB: NAME PATIO COVER ADDR 79926 Amora Dr. CITY La Quinta ST. Ca. ZIP JOB # 05C437 CODE VALUES FOR DOUGLAS FIR LARCH Bending Stress for No. 1, 511+ = 1350.0 Shear Stress for 2" to 4" = 95.0 Shear Stress for 511+ 85.0 Glu -Lam Bending Stress = 2400.0 Glu -Lam Horizontal Shear = 155.0 Roof Live Load. = 10.0 Roofing Dead Load = 5.0 Sheating Dead Load = 1.0 Rafter Dead Load = 1.0 Misc. Dead Load to Rafter = 0.0 Total -Dead Load to Rafter = 7.0 Ceiling Dead Load = 0.0 Other Dead Load = 0.0 Total Roof Dead Load = 7.0 Floor Live Load = 40.0 Floor Dead Load = 4.0 Floor Joist Dead Load = 3.0 Ceiling Dead Load = 5.0 Other Dead Load = 0.0 Total Floor Dead Load = 12.0 Deck Live Load = 40.0 Stucco Wall Dead Load = 16.0 Veneer Wall Dead Load = 56.0 Wood Frame Interior Dead Load = 10.0 All Soil Bearing Cont. Footing = 1000.0 All Bearing for Isolated'Pads = 1000.0 All Passive Bearing = 100.0 Other Soil Bearing Values = 0.0 Concrete Strength = 2000.0 Reinforcing Steel Stress = 20000.0 Reinforcing Steel: ASTM A 615 GD 40.0 CODE: = 2001 CBC LUMBER: = DF Larch Glu -Lam Combination Number: = 24FV4/V8 - 2 - CODE VALUES CI --1( OF LA QUINTA BUI -DING & SAFETY DEPT. PPROVED. OR CONSTRUCTION DATE; BY FNGINEEF NAME ADDR 1046 CALLE RECODO, SUITE J CITY SAN CLEMENTE .ST. CA ZIP 92673 LIC # S.E. 957 Rafter #1: DATE : 11/7/05 JOB: NAME PATIO COVER ADDR* 79926 Amora Dr. CITY La Quinta ST. Ca. ZIP JOB #.05C437 LL = 10.0 DL = 7.0 TL = 17.0 Tributary = 2.0 Span = 16.0 E = 1700000.0 w = 17.0 * 2.0 w = 34.00 delta max = (16.0 * 12) / 180 delta max = 1.07 (5.0 * 34.0 * 16.0 (A4) * 1728.0) I=----------------------------------- = 27.65 -(384.0 * 1.07 * 1700000.0) M _ (34.0 * 16.0 MOMENT (M) = 1088.00 FT -LB f (b) _ (1088-.0 * 12) / (17.6 * 1.25) f (b) = 591.77 Roof Beam #1 (Unif. . Load) : LL = 10.0 DL = 7.0 TL = 17.0 Tributary = 23.0 Span = 12.0 E = 1700000.0 w = 17.0 * 23.0 w = 391.00 delta max = (12.0 * 12) / 180 delta max = 0.80 (5.0 * 391.0 * 12.0 ("4) * 1728.0) I =-------=--------------------------- = 134.14 (384.0 * 0.80 * 1700000.0) VL =' VR = (391.0 *-.12.0)./ 2; = 2346.00 ROOF FRAMING Rafter #1: 4 x 6 - #2 @ 24" O.C. Span = 16'-0" 6ONN . 1-d ,M5, 2- 60,x, CITY OF LA QUINTA BUILDING & SAFETY DEPT. IAPPROVED ETY DEPT. ON "OAT BY FNGINEEF NAME _ .ADDR 1046 CALLE RECODO, SUITE J CITY SAN CLEMENTE ST. CA •ZIP 92673 LIC # S.E. 957 DATE : 11/7/05 JOB: NAME PATIO COVER ADDR 79926 Amora Dr. CITY La Quinta ST. Ca. ZIP JOB # 05C437 M = (391.0.* 12.0 (-2)) / 8 M = 7038.00 f(b) = (7038.0 * 12) / (121.2 * 1.25) f(b) = 557.47 Area = (1.5 * 391.0 * (12.0/2 - 1.0))/(85.0 * 1.25); Area = 27.6 ROOF FRAMING Beam #1: (Unif. Load) 6 x 12 - #1 Span = 121 -01- x 2' -0"X P 7 G G w li hITY OF LA QUINTA R ILDING & SAFETY DEPT. I APPROVED FOR CONSTRUCTION - 4 - DATI _- BY FNGINEER NAME _ ADDR 1046 CALLE RECODO, SUITE J 'CITY SAN CLEMENTE ST. CA •ZIP 92673 LIC # S.E. 957 DATE : 11/7/05 JOB: NAME PATIO COVER ADDR 79926 Amora Dr. CITY La Quinta ST. Ca. ZIP JOB # 05C437 ASSUME COMPACT CLAYEY SAND @ 1000 P.S.F. Pad #1: Beam Reactions: Roof Beam #1, VL = 2346.00 Total = 2346.00 TL = 1.10 * 2346:-0-0 -_ '-"2-580:60 AREA = 2580.60 / 1000.00 =.2.58 SIZE = sgrt(2.58) = 1.61 - 5 - FOUNDATIONS Pad # 1 : a, -*" SQ. x 18 Thick w/ 4 - #4 bars ea. way _ ',ITY OF LA QUANTA UILDING & SAFETY DEPT. APPROVE® FOR CONSTRUCTION D+T ------ BY I E lO NEEi NAME ADDR 1046 CALLE RECODO, SUITE J CITY SAN CLEMENTE .ST. CA .ZIP 92673 LIC ## S.E. 957 SECTION 1: ------------ DATE : 11/7/05 JOB: NAME PATIO COVER ADDR 79926 Amora Dr. CITY La Quinta ST. Ca. ZIP JOB ## 05C437 WIND = 80.0; Q = 22.5; Roof Height = 1.0 Height to Roof Diaphragm = 8.5 Na = 1.300; Nv = 1.600 Ca = 0.572; Cv = 1.024 R 4.5; T = 0.100 Ft = 16.5154 Soil Profile Type = Sd Seismic Source Type = b VO = 1.633; V1 = 0.227 V4 = 0.045; V3 = 0.081 FLOOR 1: Width = 12.0; Span = 58.0; Height = 1.0; ,ROOF = 0.227 * 7.0 *.12.0 * 58.0 = 1105.9; p7L,)v (411V 7JFq LATERAL CIIjY OF LA QUINTA RU1I1_DING & SAFETY DEPT. APPROVED FIDR CONSTRUCTION 6 - DATE -I BY i YOUNG ENGINEERING SERVICES. *,Engineering •Architecture•Surveying• Building & Safety Services Letter of Transmittal To: `4-tt ,ck+-oil Date: it I40 -S ' — Project: r _ q7& Attn: r PC#: Tel No.: Tract No.: We are forwarding: _ By Messenger No. of Copies I By Mail Your Pickup Comments: L& THANK YOU This Material Sent for: Your Files Per Your Request Your Review Approval Checking At the request of: Other By: MTAAA Phone # (760) 360-5770 EXT. 77-404 Wildcat Drive, Suite C, Palm Desert. CA 92211 (760) 360-3770 Bronz Young Bin # 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 Permit # G ' p� D ✓ Project Address: "7 -1 ct Z(,- ,,o PA Af Owner's Name: A. P. Number: Address: Cl ;LG /TSO i'a Legal Description: Contractor: I 0.E3 f- ko d� i City, ST, Zip: La Q,A t ,,dc' C A- q - Telephone: 60- C1 $R SOS S Address: L -tr J H w• Project Description: City, ST, Zip: �a N� uet C� -67-7 LL p en L000ol A tGe 0. is Ca✓er Telephone: J&() _ 360 -O J O1 State Lic. #: q.%3 14 City Lic. #: Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State Lic. #: Name of Contact Person: 0 t 11' S Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: L{ G # Stories: # Units: Telephone # of Contact Person: 6 U - 3 6 0 - o 10 J Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING _ PERMIT FEES Plan Sets Plan Check submitted I J ('� Item Amount Structural Calcs. a Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted �v Mechanical Grading plan 2"" Review, ready for correctio s/issue lectrical Subcontactor List Called Contact Person Plumbing 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 Date of permit issue School Fees Total Permit Fees it 22 �'({� PAWED • AUG -10-2005 WED 02:57 PM TEAM HEATING & A/C FAX N0. 9516943803 P. 04 111111111111111111111111111 64 IE . _ - _1 MVAC INSTALLATION CERTIFICATE for Tested Duct Leakage & TXV Page 1 of 2 CF -6R Site Address: 79-926 Amora Drive, La Quinta, Ca 92253 Permit Number: Tract Number: 29323 Plan #: 3 Phase: 11 Lot Number: 61 Project: Esplanade Builder: Lennar Homes An Installation certificate Is required to be posted at the building site or mage avalible tar all appropriate inspections. Atter completion of final inspection, a copy must be provided to the Huilding Department (upon request) and the building owner at occupancy, per Section 10-103(b). HVAC SYSTEMS: lJseY.,.. C.. .,men4 ,. �..,„y h..,r,,,.... of Efficiency Duct Heating Heating quip---- - CEC-Certie r Name Iden6cle (AFUE, etc.) Locatlon Duct Load Capacity Typeand Model Name Systems (>= CF -1R) (attic, etc.) R -value (BTU / Hr) (BTU / Hr) Bryant attic .. .' ..1-..r-...—... rciency Duct Cooling Cooling Equip. ULU CertMedr Name Identicle (SEER, etc.) Location Duct Load Capacity Type and Model Number Systems (-CF -11R) (attic, etc.) R -value (BTU / Hr) (BTU t Hr) hiryant 563CNX060a C I, me unuer51gnuo, Vtlrlly tnat nyurpment uotnu duuvo ra. 11 ,a u,o aWLuai cywrN,rrorr...,O.a„o.., .1 — — •••••••. ef8clent than that specified in the �cate of ompli nce (Fort CF -1 R) submitted for compliance with the Energy Efficiency Standards for residenti I b i i gs a uipment that meets or exceeds the appropriate requirements for manufactured devices (from the ppl a ffic y ations r Pa 6), are applicable. Team Heating & Air, Inc Signature, DateInstalling u con ra orName OR General Contractor (Co. Name) OR Owner MINIMUM REQUIREMENTS FOR DUCT LEAKAGE COMPLIANCE CREDIT Duct Diagnostic Leakage Testing Results (Maximum 6% Duct Leakage) CFA: System Lijof Indicate the maximum aowa le Duct Leakage and the calculation used: 0.7 x Floor Area x (0,06) for Climate Zone 8 through 15 0.5 x Floor Area x (0.06) for Climate Zones 1 through 7 & 16 x 400 x (Cooling Capacity in Nominal Tons) x (0.06) 21.7 x (Heating Capacity In Thousands of output BTU per hour) x (0.06) Measured Fan Flow u Pressurization Test Resu 100 x Test Leakage / Fan Flow = % Leakage Check Dox for Pass or Fail (Pass = 6% or Less) VIT 24 Compliance Credit was Taken for TXV fem � of Indicate the maximum a owa le Duct Leakage and the calculation used: 0.7 x Floor Area x (0.06) for Climate zone 8 through 15 0.5 x Floor Area x (0,06) for Climate Zones 1 through 7 & 16 400 x (Cooling Capacity In Nominal Tons) x (0.06) 21.7 x (Heating Capacity in Thousands of output BTU per hour) x (0.06) Measured Fan Flow uc Pressurization Test Results 100 x Test Leakage / Fan Flow - % Leakage Check Sox for Pass or Fail (Pass � 6% or Less) =T-24 Compliance Credit was Taken for TXV X .06 X.06 TXV was TXV was PAGE 1 F2001-01 (4-02) Action Now T-24CF6-RTD&TXV macro AUG -10-2005 WED 02:57 PM TEAM HEATING & A/C FAX NO. 9516943803 P. 05 HVAC INSTALLATION CERTIFICATE for Tested Duct Leakage & TXV Page 2 of 2 CF -6R Site Address: 79-926 Amora Drive, La Quinta, Ca 92253 Permit Number: 0 Tract Number: 29323 Lot Number. 61 Plan #: 3 Phase: 11 Project: Esplanade Builder: Lennar Homes System of Indicate the maximum a owe le Duct Leakage and the calculation used: 0.7 x Floor Area x (0.06) for Climate Zone a through 15 0.5 x Floor Area x (0.06) for Climate Zones 1 through 7 & 16 400 x (Cooling Capacity in Nominal Tons) x (0.06) 21.7 x (Heating Capacity in Thousands of Output BTU per hour) x (0.06) Measured Fan Flow uc Pressurization Test Results 100 x Test Leakage / Fan Flow o 'A Leakage Check Box for Pass or Fail (Pass = 6% or Less) pT-24 Compliance Credit was Taken for TXV ys Oys em Q of Indicate the maximum a owa le Duct Leakage and the calculation used: 0.7i Floor Area x (0.06) for Climate Zone 8 through 15 0.5 x Floor Area x (0.06) for Climate Zones 1 through 7 & 16 400 x (Cooling Capacity In Nominal Tons) x (0.06) 21.7 x (Heating Capacity In Thousands of output BTU per hour) x (0.06) Measured Fan Flow Muff Pressurization Test Results 100 x Test Leakage t Fan Flow = °/a Leakage Check Box for Pass or Fail (Pass = 5% or Less) T-24 Compliance Credit was Taken for TXV ys em �ximof Indicate the maum allowable Duct Leakage and the calculation used,. 0.7 x Floor Area x (0.06) for Climate Zone 8 through 15 0.5 x Floor Area x (0.06) for Climate zones 1 through 7 & 16 400 x (Cooling Capacity in Nominal Tons) x (0.06) 21.7 x (Heating Capacity in Thousands of Output BTU per hour) x (0.06) Measured Fan Flow u Pressurization Test Results 100 x Test Leakage / Fan Flow = % Leakage Check Box for Pass or Fall (Pass = 6% or Less) T-24 Compliance Credit was Taken for TXV ys m = of Indicate the maximum a owa le Duct Leakage and the calculation used: 0.7 x Floor Area x (0.06) for Climate Zone 8 through 15 0.5 x Floor Area x (0.06) for Climate Zones 1 through 7 & 15 400 x (Cooling Capacity in Nominal Tons) x (0.08) 21.7 x (Heating Capacity in Thousands of Output BTU per hour) x (0.06) Measured Fan Flow Muff Pressurization Test Resu s 100 x Test Leakage / Fan Flow = % Leakage Check Box for Pass or Fail (Pass = 60A or Less) =T-24 Compliance Credit was Taken for TXV x .06 x .06 x .06 X.06 Ps TXV was i TXV wa: TXV was TXV was I, the undersigned, verify that the above diagnostic test results and the work I performed associated with the test(s) is In conformance with the requirem ompliance credit (The builder shall provide the HERS provider a copy of the CF -6R signed by the builder empl yee or b- tr rs certifying that diagnostic testing and installation meet the requirements for compliance credl ) I LTeam Heating & Air, Inc es'1T— Igna u aInstalling u con ra or mama Performed OR General Contractor (Co. Name) OR Owner COPY TO: Building Department HERS Provider (if applicable) Building Owner at Occupancy PAGE 2 F2001-01 (4-02) Action Now T-24CF6-RTD&TXV macro m Certificate of Insulation a Your home has been insulated with John Mansville Fiberglas insulation products, which are designed for today's safety standards and tomorrow's energy requirements. 14m Ln Fiberglass is inorganic and therefore permanently noncombustible, so it does not have to be treated m with fire -retardant chemicals that will likely lose their effectiveness over time. It has not been treated mwith chemicals that can corrode wiring or metal. Fiberglass will not absorb moisture nor will It M Msettle over time as may other Insulation materials. W This also certifies that insulation have been professionally installed In this home to provide the following thermal performance. Lennar Homes Job Name: Tapestry@ Esplanade Tract: 29323 Plan# 3 Phase: 11 Lot No: 61 Job Address: SFR -79.926 Amora Drive, La Quints, CA Ceiling Area: R-38 blown & batt insulation Garage Ceiling: Non-Access:— With Living Above & Sloping Areas Exterior Wails R-13batt insulation Overhangs: Access Attic: With Living Above Between Floors: Interior Walls: Subcontractor ...0 J Insulation, Inc. 72-227 Adelaid St, Thousand Palms, CA 92276 Signed: Mike Dickerson, General Manager . Palm Springs Division R -means resistance to heat flow. The higher the R -value, the greater the insulating power. Ask your builder for the fact sheet on R -values. Keep this certificate with your other valued papers. If you ever sell this home, this certificate should be passed on to the buyer. .e Aug 12 05 03:09p BCI Testing 760-772-2950 p.2 Ca10ERTS Certified Rating August, '12 2005 79926 Amora Drive This Compliance rating is for the Dome located at: La Quinta CA, 92253 Certificate Number: CC3-1798349486 Date Inspected: August, 10 2005 Proposed CACERTS Rater: William Henson R Value U Factor CC2004076 HERS Analyst: N/A ' , � X Builder/Developer: Lennar Homes 4 f• Project: Tapestry Qa Esplanade Plan Name- Plan 3 .y Lot Number: 061 4)h f Specifics about this home: General Information Conditioned Floor Area: 2121 Square Feet Conditioned Volume: 0 Cubic Feet Front Orientation: N/A Number of Stories: 'I Heating and Cooling Systems Heating Equipment: Cooling Equipment: HVACAir Distribution Duct Location: Attic Duct Leakage Target: 6.0 Duct Insulation R -Value: 4.2 Air Infiltration Blower Door Target: 120.0 Water LatinS stem Proposed QTV_J Sijel Fuel JEFJ Distribution 71 Water Heating System Actual TY I Size I Fuel I EF I Distribution Teslin-a Results Main S stem HVAC System sated Duct Leakage: es - Passed' I. 'ested Leakage Flow in CFM: 64 OOcf n/ton x number of tons: 2000 Rvildinq hkwlone Surface Area Proposed Actual R U Value Factor R Value U Factor Orientation Areal Pro osed Actual SHGC U Value ISHGCI U Value TESTED =APPROVED A5 PART OF SAMPLE GROUP FIRM: BCI TESTING ADDRESS_ 77460 COUNTRY CLUB DRIVE, SUITE I PALM OFSEERT, CA. 92211 PHONE: 760-772-2964 CERTIFYING SIGNATURE DATE Aug 12 05 03:09p BCI Testing 760-772-2950 p.3 eakage Percentage (100 x Test Leakage/Fan low 3.2 ested TXV- Yes -Passed ermostatic Expansion Valve is installed and ccess is provided for ins ection. estDuct Design N/A ort liance- ested Duct in Conditioned N/A ac Tested Reduced Duct Surface N/A Area: Tested Infiltration Reduction N/A Credit 7be energy efficiency rating of this home is detcrrained using California Hume Beergy Rating System (C -MRS) rnl=. The rating considers heating, cooling sod water hauling and wsy cs average weather. thermostat scning-, and quantities of hot wafer fur a typical houseboW_ Actual energy use will vary according to occupant behavior. This Rating Cumpl6ficn Summary is provided only after the features listed have hoer vcrificd ted approved by the CaICFRT:9 Certified Rater shown above. If you have a concem or complaint n-garding this report ofthc service» Lted in obtaining it, you may contact CaICMTS - Cnetamer Service P.O. Rmr 6600, Fobmn, CA 95763. 1W Z �T U( - �� 1