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0011-247 (SFD)LICENSED CONTRACTOR 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 # Lic. Class Exp. Date B C.20 03 w 0�", �2G' Date ,.¢ � Signature of Contractor Wf Xelr- % a 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 & policy no.* are: Carrier . , ' „ - Policy No. (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 shall fojlhwith comply with,those provdsions., Date: % Applicant • ., �':• -< 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. t 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 the above-mentioned property for inspection purposes: Signature (Owner/Agent , .- � "'�'=% Date+' &I �} 0 BUILDING PERMIT PERM11 DATE, / f VALUATION �yy }gga�yy `♦ettpp LOTW11-2,47 TRACT 1` am. ++ +vJ l 7 SLabr JOB SITE •� APN ADDRESS _r' Z•A.t3«9 AVtY'I�D�O BMc��'&AI�:S' OWNER CONTRAAC�PTORR/7DESIGNER EEN{GINNEyER �/��ry�ryy�`' r`�y�y V /�t.✓ld LJ2-rV . 'v�Liti,9.'� , y,q mil A.i,�P# 9 t:cVS".1Y7?�..Lu'K 70.921 RVIN NAYDAt � � 45�� V V'a47i J 4�1a �u'•1�t,i�� % 'y (,•M. yrd r�. .. USE OF PERMIT SFD • PERMIT DOWS,1dOT I'hY1.CElD:1Er ,<31XtCK,'9�',ff IJ,, P 001,'A_ SPA OR TRACT CONSTRUCT1U2€ l,�ii4�•t�D f�i+ POR.0 -f,"faATIO '&{t.(t(t y rr. WOOD "NCE1 2001.00 LIP ..�[lprxMAIXD C'O%i.{. 0r <1/OMTM111701V. +�G�1�{i4?e,S,7✓ 1f."�RLV3.d 1, Fi �n61. 1'l [2.ISFJ.YYAAN: - CONSTRUCTIONVY.,Z? 101-000-41 e -W* SOL" MAN CHECK FEE 101-{1W-439•118 007M ME DOOSIT 101-000,439-318 Wolo li+wLC21 A,NM&L PRE -421-060 $nsa FUCTI'CICAL 49 A01 •ID00a420.0W V 10,06 PL£DM511401Ef:2.5Y- aii;"1.P 1qCi.?d1C►�'6(9 a 4�jK6�'r 1� �+t 7 i(}�-(? 0r�A1-t � , ORAI MU PIP INVEWPER IMPACT FEE' [>RECISF PLAN t 101-000-442 .14 r �'ail0.itl3 4 H'UB_`r0i;ALiW1t PLA�'ty��Cy+�E;IpK.. 53,4421.3,'3+4 t I.M.rAL P'Y'. WE— Fh,F0 VV � q0W 53,:1. 0,: JAN -3 0 2001 .ATY ur LAUUiW ei RECEIPT DATE BV` if DATE FINALED INSPECTOR INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS - Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans Q.K. to Wrap F.A.U. Framing O g Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wait Insulation Condensate Lines Party Wali Firewall Exterior Lath Drywall - Int. Lath ,� A Y Final Final POOLS - SPAS BLOCKWALL APPROVALS Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final I I Gas Piping PLUMBING APPROVALS 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 Gas Test d C Appliances Final COMMENTS: Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final O Utility Notice (Perm) Q 011-d4l T,4* 4 ZP " t5WWA-, 0011 - O't �s� s P.O. BOX 1504 APPLICATION ONLY Buildin/ 78-495 CALLE TAMPICO Addrress �� • f k (� e- /1' p,6j r., _/M"QUINTA, CALIFORNIA 92253 Owner (/ P 0 V1 Do ✓. (2u it :j. rt t . Mailing � ,'n , t ��y l T f d;,Address ea 2_ City Zip Tel. ! r Contractor 4 1! A 61 City Zip Tela -,r7 D State Lic. City & Classif.L' U . Lic. # Arch., Engr., Designer/,) n Ile 1. I, 110.._ Y City Zip State n L -V f. ' V 011 -n vl Z L LIC. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of th/fe�Business and Professions Coddee,.andmy icense is in full force and effect. `�'� 1•��•� . .�F '✓ �V /� SIGNATURE .,`�"'—=="'c"- 'w. r� '✓ �' 'V" �..+'f DATE OWNER -BUILDER DECLARATION Ihereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5.Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to rile a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis for thealleged 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). (-! 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, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such 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 did not build or improve for the purpose of sale.) I II' as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) 17 1 am exempt under Sec. B. 8 P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION Ihereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company r7 Copy is filed with the city. O Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars (E100) valuation 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. Date Owner NOTICE TO APPLICANT: 11, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY Ihereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. 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 construction, and hereby authorize representatives sof this city to enter the above- mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip BUILDING: TYPIE,�t'CONST. OCC. GRP. A.P. Number / 3 A 3 Legal Description Project Descriptiong� ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION Sq. Ft.No. Size / �� Stories No. Dw. % Units Newt/ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation PERMIT /AMOUNT Plan Chk. Dep. Plan Chk. Bal. !/ Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION Desert Sands Unified School District 47-950 Dune Palms Road Notice: La Quinta, CA 92253 Document Cannot Be Duplicated 760-771-8515 CERTIFICATE OF COMPLIANCE Date 1/30/01 No. 21602 Jurisdiction Owner NameKevron Dev. Corp No. 52-185 Street Avenida Bermudas City La Quinta. APN # 773-235-020 La Quinta Permit # 0011-247 Log # Zip 92253 Study Area Tract # BLK92 U11 Lot # 9 Square Footage 1533 Type of Development Single Family Residence No. of Units 1 Comments 2 cashier's checks in the amounts of $3,096.66 each and $91.98 cash. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehom es. It has been determined the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 2.05 X 1,533 or $ 3,142.65 the property listed above and that Building: 'r ': .>.r . permits and/or Certificates of Occupancy for this square footage in this proposed project may,now be issued ti.4 ti Fees Paid By OC - Wells Fargo Co. - David Huesinkveld Telione Name on the check ' By Dr. Doris Wilson Superintendent i r Fee collected /exempted by Annette Barlow Payment Received $3,142.65 J�_�a Check No. see above* Signature NOTICE: Pursuant of Assembly Bill 3081 (CHAP 549, STATS. 1998) this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is sssued or on which they are paid to the District(s) or to another public entity authorized to collect them on the District('s)(s') behalf, whichever is earlier. Collector: Attach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting RC DISTRICT - PLANNING REVIEW FORM This form is to be used by CDD staff for review of single family dwellings in the RC (Cove Residential) District, in order to determine the applicability of compatibility issues or need to require the filing of Master Design Guidelines by the applicant. It shall be transmitted to the Building and Safety Department as your correction list. Please attach additional explanations as necessary. APPLICANT DGH DEVELOPMENT CORPORATION SITE ADDRESS 52-185 .Avenida Bermudas APN 773 - 235 - 026 BINNO.: CASE NO.: 2000-341 LEGAL: LOT' i BLOCK 92- UNIT /I S.C.@V.L.Q. CHECKED BY: Wal i Nesbit DATE: Inform the assigned Building plan checker upon your assignment to this `case. The CDD Executive Secretary maintains a log book to track applications and assign case numbers. REQUIRED ITEM Y N COMMENT/CORRECTION Compatibility Review Case logged and number assigned Verify legal and APN information Consistent with MDG on file (as.applicable MDG filing required (5 filings since 9/3/98) 19 /o Consistency with street/surrounding area: Colors Materials Architecture OK,� ? C.ew,� LqhW,ments:Date O Planning Commission City Council ommunity Dev. Dept. Initials a - Case No..* 7-000 -,L4 o # o r�0�.+s (12 �0/2,, y„46 ow,�,��,,,,, o-? *-0n"A, Ws V104, Ma cnl nun & With Conditions sEE /M17r 'T A RC DISTRICT - PLANNING REVIEW FORM This form is to be used by CDD staff for review of single family dwellings in the RC (Cove Residential) District, in order to determine the applicability of compatibility issues or need to require the filing' of Master Design Guidelines by the applicant. It shall be transmitted to the Building and Safety Department as.your correction list. Please attach additional explanations as necessary. APPLICANT LDR CONSTRUCTION SITE ADDRESS 52-185 Avenida Bermudas —773-- c;)3S 0.10 APN - - 'BIN NO.:' c CASE NO.: 2000-283 LEGAL: LOT ( BLOCK l� UNIT S.C.@V.L:Q. _ CHECKED BY: Fred Baker DATE: Inform the assigned Building plan checker upon your assignment to this case. The CDD Executive Secretary maintains a log book to track applications and assign case numbers. REQUIRED ITEM Y N COMMENT/CORRECTION Compatibility Review Case logged and number assigned, Verify legal and APN information Consistent with MDG on file (as.applicable - OM UNITY DEVELOPMENT D MDG filing required (5 filings since 9/3/98)��$ Consistency with street/surrounding area: Colors Materials Architecture '-- - --_ Other Requirements:. PT CHARLES D. GARLAND C)191 Architecture, Interiors, Space and Land Planning Structural Calculations 19 December 1999 City of La Quinta Department of Building and Safety 78-495 Calle Tampico La Quinta, CA 92253 Project: Single Family Residences at: 51-915 Avenida Alverado, 53 -435 -Avenida Valejo„ 152-185 Bermudas, 53-455 Avenida Valejo. For: DGH construction Re. Review of Manufactured Truss Calculations: To Whom it May Concern, M I have been provided a copy of the truss calculations prepared by Trussworks of Thousand Palms, California for the subject projects noted above. By this letter I hereby certify that I have found them to be in substantial conformance with the structural design intent of the structural cal- culations and plans prepared for the project. If you have any further questions about this or any other matter pertaining to this project please do not hesitate in contacting me. Sincerely, Charles D. Garland, * c=i No 111 1 Cis EXP. ATE C 35-325 Date Palm Drive, Suite 151-J - Cathedral City, CA 92234 - Phone/Fax: (760) 324-7146 JI;Job Name: D G H Truss ID: T1 -FILL Qtv: 1 Drwa: I TC 2x4 HF 165OF-1.5E BC 2x4 HF 1650F -1.5E GBL BLK 2x3 SPF STUD Loaded for 10 PSF non -concurrent BCLL. Interior support or temporary shoring must be in place before erecting this truss. Top chord supports 24.0 " of uniform load at 16 psf live load and 14 psf dead load. Additional design considerations may be required if sheathing is attached. Gablestud vertical members require lateral bracing (designed by others) perpendicular to the plane of the member at intervals. Bracing is a result of wind 1`65'a applied to member.(Combination axial plus bending). This truss requires adequate sheathing, as designed by others, applied to the truss face providing lateral support for webs in the truss plane and creating shear wall action to resist diaphragm loads. a �p ARCy�\ Robert Alcumbrac NO. C-10381 REN. 812001 T 7-10-0 T= 0-4-0 Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Location of interior bearings should be clearly marked on each truss. PLATING BASED ON GREEN LUMBER VALUES. -------------------------------------------- Designed for 130 PLF drag load applied evenly. along the top chord to the bottom chord at the bearings, concurrently with dead loads and 0 9 live load. Duration =1.33. Horizontal reaction = 5.2 K lbs. (each bearing). -------------------------------------------- 4-0-0 5.4.0 5.45 -rte 55.41) 5 -4 -rte 5.44) 5--4.0 J-0-0 9-4.0 14.8-0 20-0-0 2j.4-0 3011.0 36-0.0 20-0-0 20-0-0 1 2 3 4 56 ' x J III 11 12 13 14 15 16 1- LY 19.20 21 21 23 24236 2 LY 1'1311 450 3-5 -4� 3-4 - .S-3-4 'THIS PROFESSIONAL ARCHITECTS CERTIFICATION IS TO VERIFY THIS TRUSS TO CARRY THE APPLIED LOADS. THE INPUT LOADS AND DIMENSIONS WERE PROVIDED BY OTHERS AND SHALL BE VERIFIED AND APPROVED FOR THE SPECIFIC APPLICATION BY THE 0140JECT QESIGN PROFESSIONAL. T 8-6-12 SHIP s0.4- 0-3p8 2.00 -2.00 10-2-8 I l 19-3-8 2I0- , 10-2-8 2F0=0, 40-0-0 31 31 33 34 35 36 37 31 39 40 41 42 43 444516 47 41 49 SO 5/ 525354 SS 56 57 SR SZO 4-0-0 5-4-0 5-4-11 i 5-4-0 5-4-0 S-4-0 5-4-11 4-0-0 9-4-0 14-1-0 2010-0 15-4-0 30-1-11 36-0-0 TYPICAL PLATE: 2-4 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. OVER CONTINUOUS SUPPORT -- Joint Locations =- 1 0- 0- 0 31 0- 0- 0 2 4- 0- 0 32 4- 0- 0 3 5- 4- 0 33 5- 4- 0 4 6- 8- 0 34 6- 8- 0 5 7- 4-11 35 8- 0- 0 6 8- 0- 0 36 9- 4- 0 7 9- 4- 0 37 10- 6- 0 8 10- 8- 0 38 12- 0- 0 9 12- 0- 0 39 13- 4- 0 10 13- 4- 0 40 14- 8- 0 11 14- 8- 0 41 16- 0- 0 12 16- 0- 0 42 17- 4- 0 13 17- 4- 0 43 18- 8- 0 14 18- 8- 0 44 20- 0- 0 15 20- 0- 0 45 20- 8-8 16 21- 4- 0 46 21- 4- 0 17 22- 6- 0 47 22- 8- 0 18 24- 0- 0 48 24- 0- 0 19 25- 4- 0 49 25- 4- 0 20 26- 8- 0 50 26- 8- 0 21 28- 0- 0 51 28- 0- 0 22 29- 4- 0 52 29- 4- 0 23 30- 8- 0 53 29-11-15 24 32- 0- 0 54 30- 8- 0 25 32-10- 4 55 32- 0- 0 26 33- 4- 0 56 33- 4- 0 27 34- 8- 0 57 34- 8- 0 28 36- 0- 0 58 36- 0- 0 29 37- 4- 0 59 37- 4- 0 30 40- 0- 0 60 40- 0- 0 1/4/2001 Scale: 3/32" = 1 WARNING Rend all notes on this sheet and give a copy of it to. the Erecting Contractor. Eng. Job: EJ. WO: PE02504 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk' BR ® accordance with the latest versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dsgnr: BR this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 16.0 psf DD7F8CS L=1.25 P=1.25 i T R U S WA L sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 14.0 psf Rep Mbr Bnd 1.15 ® SYSTEMS content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live 0.0 psf O.C.Spacing 2- 0- 0 standards: 'TRUSCOM MANUAL', by Truswal,'OUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES'. (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and'HIB-91 SUMMARY BC Dead 5.0 psf Design Spec UBC 1101 N. Great S.W. Pkwy., Arlington TX 76011 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1250 Connecticut Ave, NW, Ste 200, Washington, Dc 20036. TOTAL 35.0 psf Seqn T6.1.5 - 0 -,Fred Sheu Structural Engineer 15475 Seneca Road, Suite C, Victorville, CA 92392 (760) 955-7522 1274 East Center Court Dr., Suite 208, Covina, CA 91724 (626) 915-8601 Sep. 1, 2000 City of La Quinta Building & Safety Department Attn: Plan Checker Ref: Kevron Development Corporation Dear Mr. Myers: I reviewed the. truss calculations and truss layout for the above referenced project. It is determined that the trusses are in accordance with my design'intent. Should you have any questions, please feel free to call me. Thank you. Sincerely,�__� Fred Sheu Structural Engineer R4� R� SHEAR TRANSFER SYS'T'EMS --:01 'fable 1 — ALLONVABLE IN -PLANE SHEAR LOADS PRODUCT DESCRIPTION NOMINAL DIMENSION ACTUAL ASPECALLOWABLE RACKING DIMENSION RATIO' SHEAR CAPACITY "' WIDTH HEIGHT (H / W = a PLF POUNDS WIDTH HEIGHT SM16-7 16" 7' 13" 6' - 6" 5.67:1 Submitted to ICBO-ES C:aM_217 21" 7' 18" 7' - 0" 4.48:1 1395 2440 SM24-8 24" 8' 21" T- 9 3/4" 4.31:1 1390 2780 SM24-9 9' 8'- 9 3/4" 4.86:1 1230 2460 SM24-10 10' 9'- 9 3/4" 5.41 :1 1125 2245 SM32-8 32" 8' 29" T- 9 3/4" 3.15: 1 1440 3765 SM32-9 9' 8'- 9 3/4" 3.55 : 1 1275 3400 SM32-10 10' 9' - 9 3/4" 3.96: 1 1 145 3055 SM36-8 36" 8' 33" T- 9 314" 2.78: 1 1455 4225 SM36-9 9' 8'- 9 3/4" 3.13: 1 1290 3870 SM36-10 10' 9' 9 3/4" 3.49: 1 1160 3475 SM48-8 48" 8' 45" T- 9 3/4" 2.05: 1 1490 5950 SM48-9 9' 8'- 9 3/4" 2.31 :1 1320 5275 SM48-10 10' 9'- 9 3/4" i 2.57 :1 1205 ,4815 FORMULATION OF CUSTOM HEIGHTS ALLOWABLE RACKING SHEAR: V (Lbs.) N' = NV:%( 1550 PLF')(R1,1/H ) WHEN H IS > 8Fi AND WHEN < 8r, SET H TO 8Fr WA = ACTUAL WIDTH IN FT. = WN - 3 WHERE WN = NOMINAL WIDTH H =ACTUAL HEIGHT a= ASPECT RATIO = ACTUAL HEIGHT / (WA +'/4" ) T = OVERTURNING LOAD ON HOLD-DOWN = VC( ASPECT RATIOS NOT TO EXCEED 5.41 : 1 CALL IF FIGURING PANELS OVER 10' TALL CUSTOM HEIGHTS AVAILABLE FOR CUSTOM WIDTHS - CALL SHEAR TRANSFER SYSTEMS, INC. 9845 Santa Fe Avenue East, Hesperia, California P.O. Box 402563, Hesperia, CA 92340 TOLL FREE 1-877-SHEARMAX (743-27629) FAX 760-948-5330 WWW.SHEARMAX.COM ✓' F A) ACTUAL HEIGHT MEASURE FROM TOP OF FOUNDATION TO BOTTOM OF TOP CONNECTION (i.e. TOP PLATE — HEADE.R — ETC.) B) ACTUAL WIDTH ACTUAL PANEL WIDTH MEASURED FROM OUTSIDE OF WOOD POST TO OUTSIDE OF WOOD POST. (HOLD DOWNS NOT TAKEN INTO CONSIDERATION) USE ACTUAL WIDTHS OF 13" - 18" - 21" - 29" 33" - OR 45" C) NOMINAL WIDTH (CALL OUT) NOMINAL WIDTH OF PANEL IS MEASURED FROM OUTSIDE OF HOLD-DOWN TO OUTSIDE OF HOLD-DOWN. CALL OUT WIDTH IS ALWAYS 3" WIDER THAN THE NET WIDTH OF PANEL DUE TO THE 1-1/2" WIDTH OF EACH OF THE TWO HOLD-DOWNS USED. USE CALL OUT WIDTHS OF 16" - 21" - 24"- 32" 36"- OR 48" (D 3 cE ATTAG F) ED Provide wet signed manufactured truss calculations, truss layout, truss drawings, and engineering truss diagrams, signed and stamped by a licensed engineer in the State of California. Provide a letter from the prQiect engineer of record stating that the design of the trusses are in accordance with his designintent, CBC 106.3.2. Indicate grade and species of framing lumber, treated mudsills, mix of concrete, mix of mortar and grout, grade of masonry units and grade of reinforcing steel. CBC 106.3.2. 5. A ovEPO Roof and wall framing sections applicable to this structure are required. See plans for required locations. CBC 106.3.2. -5�A-4?9_lAe4x ��ffE O C4 ,,✓e�.11 A— ,3 pn 7O Key or identify all sections and details as to location on plan or elevations. Omit any "standard" det,4 s that do not apply to this project. CBC 106.3.2. - �e Ao 8. Fire block stud walls and partitions (including furred spaces at floor, ceiling, soffit and at mid -height of walls over 10 feet in height. CBC 708.2.1. Show size of beams at a 10. Submit complete fireplace/barbecue (3707) and chimney details applicable to this structure. Chimney shall extend 2' above roof/wall within 10'. Anchor within 8' of top or submit design. CBC 3102.4.1 TABLE 31-B SECTION 3103. 11. Extend 5/8" sill bolts 7" minimum into concrete foundation, and space bolts 6'4" maximum. CBC 1806.6. 12. There shall be a minimum of two bolts per piece with one bolt not more than 12 inches or less than 7 bolt diameters from the end of each piece. CBC 1806.6, 13. Plate washers are 2" x 2" x 3/16" minimum thick, and shall be used on each bolt. CBC 1806.6.1. 14. 1806.7 Seismic Zones 3 and 4. In Seismic Zones 3 and 4, horizontal reinforcement in accordance with Sections 1806.7.1. and 1806.7.2 shall be placed in continuous foundations to minimize differential settlement. Foundation reinforcement shall be provided with cover in accordance with Section 1907.7.1. 16 is 21. Provide framing key plan(s) in the structural calculations which will clearly coordinate where designed elements (joists, beams, columns, shear walls, etc.) can be located on the structural plans. 22. Provide framing key plan(s) in the lateral analysis which will clearly coordinate where designed -elements (shear walls, frames, etc.) Can be located on the structural plans. 23. Remove the statement "not for construction" from the plans submitted for Building Department approval. 24. Specify make, model and size of all framing hardware on the plans. 25. Specify on the plans the appropriate stud size/spacing for balloon -framed endwalls. NIa 26. Specify all ledger connections used on the plans. 27. Clearly indicate all interior bearing walls on the framing plans. The second floor framing plan shows apparent bearing wall conditions where there is'no support provided at the first floor/foundation level below. X 9) 28. Spe ify all beam and header sizes on the framing plans. Zm E� 29. Provide engineered calculations for all critical roof and floor load carrying beams. 30.' Specify all plywood diaphragm and nailing requirements on the plans. 31. . The wall line at the garage front does not meet the minimum wall bracing requirements for conventional construction per CBC 2320.11.4. Provide an engineered design for this lateral force resisting system. 32. Specify on the framing plan(s) the minimum length of all shearwalls or shear frames. Provide detail for each type of holdown anchor used. Detail of HD types shall clearly / indicate size, type and depth of anchorage. 34. Revise the wind load analysis for wind pressures produced by 70 mph winds with exposure "c" per CBC 1613A. Provide an overturning analysis for all design shear walls which includes factor of safety against overturning, uplift force due to overturning, stress analysis of foundation and soil due to overturning. 35. Show size (n) of headers over openings at 2320.11.6. 36. Submit roof diaphragm shear transfer details. See plan for location. NES' SHEARmAX S 18 F . 3. Plans not requiring professional stamp and/or signature shall be signed by plan / preparer. . 4. Two sets of wet -signed manufacturer's truss calculations including truss layout, and letter of acceptance from engineer of record for truss products. / S. Two sets of wet -signed structural calculations. (If applicable) 6. Two sets of signed California Energy Commission Title 24 calculations. 7. One site sheet and floor plan sheet for Riverside County Assessor's Office. I hereby certify that all of the aforementioned resubmittal documents have been included for plan review and acknowledge that failure to provide any of the requested items is cause for the entire submittal to be returned to me unchecked. Returned, unchecked plans will not retain active status in the plan review process, and when ultimately resubmitted, will be reviewed in the order in which they are received. Job Address or Description Signature of Applicant — Date IL. 5is.tA ADDITIONAL COMMENTS �/) ; ami/ Till altiLl117- - S� >Z- �1,es5 -r�" R�VIS�D FleR FOOT'" L oAT(OnI AT REAR Ltl'T of GARAGE c:\myfdes\code.update/da 22 -hg %e Certificate of Occupancy City of La Quinta Building and Safety Department This Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code, certifying that, at the time of issuance, this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: BUILDING ADDRESS: Use Classification: SFD Occupancy Group: R 3 .52-185 AVENIDA BERMUDAS Bldg. Permit.No.: 0011-247 Type of Construction: VN Land Use Zone: RC Owner of Building: KEVRON DEV. CORP. Building Official Address: 16200 VENTURA BLVD. #302 City: ENCINO, --CA By: STEVE TRAXEL Date: 07-24-01 POST IN A CONSPICUOUS PLACE 91436