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BPAT2020-0036
BUILDING PERMIT DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 PHONE (760) 777-7125 WWW.LAQUINTACA.GOV APPLIED DATE: 06/18/2020 ISSUED DATE: 06/22/2020 Permit Type: Permit Number: Property Address: APN: Legal Description Property Zoning: Valuation: Patio Cover 54885 NORTHERN DANCER DR BPAT2020-0036 767790006 $4,500.00 Owner:IOTA GRIFFIN 4675 MACARTHUR CT NO 1550, NEWPORT BEACH, CA 92211 Applicant:Andrew E Fisher 75178 GERALD FORD DRIVE SUITE 2B, PALM DESERT, CA 92211 Contractor:Andrew E Fisher / 937811 75178 GERALD FORD DRIVE SUITE 2B, PALM DESERT, CA 92211 Declaration / Acknowledgement PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE FOLLOWING: LICENSED CONTRACTOR OR OWNER-BUILDER DECLARATION (1 or 2) 1) They are licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and the referenced License is in full force and effect, or; 2) That they are exempt from the Contractors’ State License Law for the reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or she is exempt from licensure by a valid exemption. [Section 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 (commencing with Section 7000) of Division 3 of the Business and Professions Code] 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).) a) As owner of the property, or my employees with wages as their sole compensation, will do all of or portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors’ State License Law does not apply to an owner of property who, through employees’ or personal effort, builds or improves the property, 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 it was not built or improved for the purpose of sale.). b) As owner of the property, will be exclusively contracting with licensed c) Are exempt from licensure under the Contractors’ State License Law. As an Owner-Builder, they acknowledge that, except for their personal residence in which they must have resided in for at least one year prior to completion of the improvements covered by this permit, they cannot legally sell a structure built as an owner-builder if it has not been constructed in its entirety by licensed contractors. It is understood that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application was submitted at the following Web site: http://www.leginfo.ca.gov/calaw.html. DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If applicable) A construction lender will be used for completion of the improvements covered by this permit and the name and information of which is on file for public inspection during the regular business hours of the public entity. WORKERS’ COMPENSATION DECLARATION (1, 2 or 3) WARNING: FAILURE TO SECURE WORKERS’ COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY’S FEES. 1) Has and will maintain a certificate of consent to self-insure for workers’ compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 2) Has 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. 3) Certifies that, in the performance of the work for which this permit is issued, shall not employ any person in any manner so as to become subject to the workers’ compensation laws of California, and agree that, if should become subject to the workers’ compensation provisions of Section 3700 of the Labor Code, shall forthwith comply with those provisions. NOTICE TO APPLICANT (1, 2 and 3) 1) Each person upon whose behalf this application was made, each person at whose request and for whose benefit work is being 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 360 days from date of issuance of such permit, or if cessation of work for 180 days will subject permit to cancellation. On or after January 1, 2019, every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 12 months after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 12 months after the time the work is commenced. 3) Certified that they read the application and state that the information provided is correct. Agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above-mentioned property for inspection purposes. IMPORTANT: An Application for Permit was made to the Building Official, subject to the conditions and restrictions set forth at the time of application, which is now hereby an Issued Permit. If any part of the information being supplied on this permit is inaccurate or untrue, please contact the City of La Printed: 10/9/24 12:05 pm Page 1 of 4 Permit Type: Permit Number: Property Address: Patio Cover BPAT2020-0036 54885 NORTHERN DANCER DR BUILDING PERMIT Failure of the applicant to indicate the construction lender on the application does not relieve that person of the requirement to give the construction lender preliminary notice from that duty. Quinta at (760) 777-7125 immediately for correction. Printed: 10/9/24 12:05 pm Page 2 of 4 Permit Type: Permit Number: Property Address: Patio Cover BPAT2020-0036 54885 NORTHERN DANCER DR BUILDING PERMIT GRIFFIN / 234SF DURALUM TRELLIS PATIO COVER AT REAR YARD *** GRIFFIN RANCH / 234 SF DURALUM TRELLIS PATIO COVER W/ (2) ELECTRICAL INSTALLATIONS AT REAR YARD [4STEL ENGINEERING INC.]. ELECTRICAL INSTALLATIONS TO BE FIELD INSPECTED FOR COMPLIANCE. 2019 CALIFORNIA BUILDING CODES. Use of Permit Construction Details 2Number of Receptacle/Switch/Lig ht(s) Valuation Details Type Group Sq Ft Value Financial Information Fee AmountFee Amount PaidInvoice No. PERMIT-BPAT2020-003 6 $0.59 SMI - RESIDENTIAL $0.59 $106.26 PATIO COVER, STD, OPEN PC $106.26 $1.00 BSAS SB1473 FEE $1.00 $5.00 TECHNOLOGY ENHANCEMENT FEE $5.00 $10.00 RECORDS MANAGEMENT FEE $10.00 $26.83 DEVICES, FIRST 20 PC $26.83 $26.83 DEVICES, FIRST 20 $26.83 $107.87 PATIO COVER, STD, OPEN $107.87 $284.38 $284.38 Total for Invoice PERMIT-BPAT2020-0036 Grand Total for Permit $284.38 $284.38 Workflow / Inspections Workflow Step / Action Name Action Type Start Date End Date Inspections v.1 06/18/2020 0:00 FINAL** v.1 Inspection ROUGH ELEC v.1 Inspection FOOTINGS v.1 Inspection UNDERGROUND ELEC v.1 Inspection Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection. It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this code. Inspections Printed: 10/9/24 12:05 pm Page 3 of 4 Permit Type: Permit Number: Property Address: Patio Cover BPAT2020-0036 54885 NORTHERN DANCER DR BUILDING PERMIT A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. Certificate of Occupancy A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by the building official. Service Utilities Printed: 10/9/24 12:05 pm Page 4 of 4 PERMIT INSPECTION HISTORY REPORT (BPAT2020-0036) FOR CITY OF LA QUINTA Patio Cover 06/18/2020Application Date:Permit Type:767790006Parcel Patio Cover 06/22/2020Work Class:Issue Date:54885 NORTHERN DANCER DR LA QUINTA, CA 92253 Address: Finaled Expiration Date:Status:Description:GRIFFIN / 234SF DURALUM TRELLIS PATIO COVER AT REAR YARD *** GRIFFIN RANCH / 234 SF DURALUM TRELLIS PATIO COVER W/ (2) ELECTRICAL INSTALLATIONS AT REAR YARD [4STEL ENGINEERING INC.]. ELECTRICAL INSTALLATIONS TO BE FIELD INSPECTED FOR COMPLIANCE. 2019 CALIFORNIA BUILDING CODES. Owner:Contractor:Applicant:IOTA GRIFFIN Andrew E Fisher Andrew E Fisher Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection Required?CompleteActual Start Date 06/24/2020 Footing ECON:2006231241 20562 Approved Duane Clayton No Complete Comments: eTRAKiT Inspection Request NOTES Created By TEXT Created Date System Administrator 6/23/2020 12:41 PM VALLEY PATIOS INC DBA VALLEY CONCRETE & Contact Name: VALLEY PATIOS INC DBA VALLEY CONCRETE & Site Address: 54885 NORTHERN DANCER DR Phone: 7602034313 e-Mail: andy@valleypatios.com 06/23/2020 Underground Electrical ECON:2006231241 20560 Approved Duane Clayton No Complete Comments: eTRAKiT Inspection Request NOTES Created By TEXT Created Date System Administrator 6/23/2020 12:41 PM VALLEY PATIOS INC DBA VALLEY CONCRETE & Contact Name: VALLEY PATIOS INC DBA VALLEY CONCRETE & Site Address: 54885 NORTHERN DANCER DR Phone: 7602034313 e-Mail: andy@valleypatios.com 06/23/2020 06/29/2020 Rough Electrical ECON:2006261116 16643 Approved Julio Anaya No Complete Comments: eTRAKiT Inspection Request 78-495 Calle Tampico Page 1 of 2October 09, 2024 PERMIT INSPECTION HISTORY REPORT (BPAT2020-0036) Patio Cover 06/18/2020Application Date:Permit Type:767790006Parcel Patio Cover 06/22/2020Work Class:Issue Date:54885 NORTHERN DANCER DR LA QUINTA, CA 92253 Address: Finaled Expiration Date:Status:Description:GRIFFIN / 234SF DURALUM TRELLIS PATIO COVER AT REAR YARD *** GRIFFIN RANCH / 234 SF DURALUM TRELLIS PATIO COVER W/ (2) ELECTRICAL INSTALLATIONS AT REAR YARD [4STEL ENGINEERING INC.]. ELECTRICAL INSTALLATIONS TO BE FIELD INSPECTED FOR COMPLIANCE. 2019 CALIFORNIA BUILDING CODES. Owner:Contractor:Applicant:IOTA GRIFFIN Andrew E Fisher Andrew E Fisher Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection Required?CompleteActual Start Date NOTES Created By TEXT Created Date System Administrator 6/26/2020 11:16 AM VALLEY PATIOS INC DBA VALLEY CONCRETE & Contact Name: VALLEY PATIOS INC DBA VALLEY CONCRETE & Site Address: 54885 NORTHERN DANCER DR Phone: 7602034313 e-Mail: andy@valleypatios.com 06/26/2020 07/08/2020 Final Building ECON:2007070624 47077 Approved Charles Garrison No Complete Comments: eTRAKiT Inspection Request NOTES Created By TEXT Created Date System Administrator 7/7/2020 6:24 AM VALLEY PATIOS INC DBA VALLEY CONCRETE & Contact Name: VALLEY PATIOS INC DBA VALLEY CONCRETE & Site Address: 54885 NORTHERN DANCER DR Phone: 7602034313 e-Mail: andy@valleypatios.com 07/07/2020 78-495 Calle Tampico Page 2 of 2October 09, 2024 ,, . ', PATIO COVE R SYST EM AS MFG. BY : DURAL UM PRODUCTS , INC. POINT OF CONTACTS INFORMATION REQUESTS Stw.l. BE OIRECTI:D AS FOLLOW: 1£,�rEL 'EIVG INEER/;-VG CONTRACTORS : Pl.EASE CONTACT DURAtUM BUILDING DEPARlMENTS ; PLEASE CONTACT 4STB. ENGINEERING HOME OWNERS: Pl.EASE REQUEST ANY INFORMATIOtl THROUGH YOUR CONTRACTOR 26030 ACERO SUltE 200 MlSSION Vl=JO. CA 92691 SIRUCTURAL ENGINEER Of RECORD; POINT OF CONTACT: DESIG N PARAMETERS GOVEP.NING CODES : lliE DESIGN Of ATTAOi EDAND FREESTANDl?IG COVERS SHOWN RI llllS R£PORT COMPUESWITllllfE FOllOWINGCODE5: •2012/2015/2018/201911111:RNh TIONAl. BIJILDING '-1/0 RESIDUlllAL COO ES, •2019 CAUFORNII, AND RESlDEN'TlAL CODES, •A5Cf/5'£l 7-10 and 7-16 MINIMUM DESlGN LOADS FOR BUIU>INGS ANO ll1Ell5TRUCTIJIUS, •2015 lltuMlllUM DESIGN MANUAL UVE LOADS DESIGN PAAAMmRS: IT IS THE RESPOlt51BJUlY Of1HE Eh'TITY SU!MrrTINGlliE DRAWI NGS FDR lHlS PRO/ECTTOVERlfY 1M LOADS WITHTHE LOChLAUTHORJlY HAVIIIGJUIUSD!CTION PHONE: (P��J 305-1150 FM: IP�PJ 30$-1420 D\JSllN I:. ROS!:?t-11:. SE 5885 IMRIE-oOMINIQUESETA. SE 5P67 l. Ill RESIDEllTIAL IJ'PUCATIOflS, ROOF LIVE LOAD CAN GEHEAAJ.lY BETAl(EH AS lO P5F PERIRC/ Cl\CAPPEHDIX H. SECTION AHlOS.1 OR !BC/ C!CAPPEND!X � SECTION 105.l. 2. IN COMMERCIAL APPLICATIONS, ROOF LIVE LOAD CAN GENERAllY BETAKENt.S 20PSF PERIBC/CBCOW'TEl!16 WlllD SPEED DI.SIGN PJ.AAM ET£RS: l. THE FRfESTANDlNG AIIDATTAOlEO COVW NOTED HWJNARE DESIGNED AS"OPEN STRUCTURES," INACCOl!Ol,HCE wm1 ASC</SEJ 7, 2. FREESTANDING COVEJIS SHALL NOT BE ENC!DSED WITH t.m lYPE Of SOUO OR MESH MATERll,I. UNlESSSl'EClflC/\U.Y DESIG�EO BY A REGISTERED PROFESSI DIIALENGINEER. 3. COVERS SHAlL NOTBEINSTIJJ.ED Ill AREAS NEAil HlllS, fllDG!.S AND ESCARPMEHTSAS DEFINED IN ASCE/SEI 7, SECllON 26,2, U/11.ESS SITT:SPEOFIC ENGINEERING IS PROVIDED VALIDATING THE WIND LOAO USEO. 4, 1'11.E BASIC WIND SPEEDS CONSIOtRED IHlHIS IIEPOI\T ARE 110, 120,130 MPH, OOOSURES B AND C(BASED ON THE 2012 IBC, 2015(2018 IBC/IRC, 2013 CRC,ANO 2016 CBC/Ole). 5. FOR USE Wm! ll!E 2D12 IRCAND2D13 CRC.DIVlOE THE ABOVE MENTIO NNED WIND SPEEDS BY SORT 0.6). WJND SPc.Ell (S!:E NOTE4) 110h\PH 120MPH 130MPH ECUIVAI.ENT 2012 IRC/21113 CRC W!HD S!'EEO 65 MPH 93 IJPH 101 MPll EXAMPLE: IF20l2 IRC OA 2013 CRCWINDSPffil IS 85 MPH, 1l!E SEL!.CTIONS Iii THLS RE?ORT SHALL BE MADE FORA V/11/0 smo Of BS MPH/ SQRT[0.6); 110 MPH. SNOW LOADS DESIGN PA!IAMffillS: TTISlliE ftESPONSIBILITY OF THE ENTllY SUBMITTING lliE DMWI NGS FOR THIS PROJECT TO VERIFY SNOW WADS WITH THE LOCAL AUTliORllY W.VINGJURISDICTION. S:E5HEETS l2.l AND l2.2 OR l2.l AND l2.2 FDA SHOW I.OAOS DESIGN PARAMETERS. SEISMIC LOAD DESIGN PAAAl�ETERS: SEISMIC DESIGN 8ASE SHEAR: 17 POUUDSPER UNEAJ! FOOT AIDN G 'lliE SUPPORTING BEAMS, CONSlDER!NG A 24'-0" MAX Sf AN BETWi:EN BEAMS AND TiiE FOLLOWING DESIGN PARAMETERS: l. SITT CV.SS: 0 2. SEISMIC DESIGN CAT EGORY: E 3. MAPPED Sl'ECT!W.RESPDt/SiCOEmOEHTS: Ss cl.50,Sl • O.&,Sds • l.O,Sd! • 0.50 -4, RESPONSE f,IOOIFlCATIOI/ FACTOR, R•l.25 S. RlSK CATEGORYll 6. 'lli£ PATIO COVER STRUCTURES DETAllEO INTIOSSETOF PLANS ARE IN COMPIJl,NCEWlTH/SCEHOSECTION 12.8.1.3. ASA RESULT, THlS SIT OF PLANSCI.N 8E USED AT ANYSITE WlTHSs> 1.50, CDNSIDEPJNG ll• 1.SOWKEN DESIGNED PEll 2012/20l5/2018 IBC/lRC AHO 2013/ZO lSCBc/CRC. 7, THE PATIO CDVERSTI\UCTURES DETAlLEO lllnllS SETOf PLANS ARE IN COMPLIANCE WITH ASCE 7-16 SECTlON 12.8.l.3. AS A RESULT, ll!1S SET OF PLANS ChN 8£ USED AT ANY SITT WITH l.O<Sds<l,428, CONSIDERING Sds • l.O. FOR SITES WlTH Sds<I.O, USE Sds. FOR SITES WITli Sdi> 1A28, IT IS ACCtFT/.ilE lO REDUCE THE S!:ISli\lC IDADS USING 0.7 Sds INSTEAD OF Sds, a MUllMUM STflU CTUAAI.S!ISMIC SEPJJIAllON BE'IWD:N EXISTING 8UILDltlG AND fl!EESTAN DING PATIO COVER SHAU SH' AT lD' HIGH MAX PATIO COVE!IS AND s· /..T U' HIGH MAX PATIO COVER. REFER TO STATE ANDC/TY CODES FOROTliER SPAClNG R!QUJREMEITTSTIIATMAY SE MORE STl\1NGENT. OTHER DESIGN PAAAM:"TERS: l, DESIGN LOADS COMBIIIATIOIIS /J\E IN ACCORO/\NCE WITH IBC AND CBCSECllON l60S.3.l DR 1605.3.2. 2. AUAPPUCABLE REDUCTION FACTORS DETAI LED lNTHIS REPORT ME C\JMUU\TIVE 3. SCUD AND !ATnCE ALUM INUM COl'ERSARE CI/..SS A ROOF ASSEMamN ACCORDANCE \Vll)I SECTION CBC lSOS.2, EXC£P110N 2. D:SIGN ASSUMmONS: 1. MINIMUM ROOF SWPE FDRSDUD ROOF PANELS WITli om:: SEE DETAIL lB/53.2 2. MINIMUM ROOF SLOPE FOR SCUD ROOF PANELS WITli DURAJIANEL :SEE OtTAll lA/53.2 3. M.r.xJMUM ROOF SLOPE FOR AI.LSJRUCTURES IS 3 DEGREES 4. THE 'LENGlll OF STIIUtruRE' SHALL BETAXEN A5 THE CONTINUOUS DISTAN CE MEASURED f.LONGTHE EXlmNG iUILOING WAL\ FROM ONt El!O Of PATIO COVER SUPPORT BEAM TO THE OlHEll. lrlClUDING Ah"i BEAM SPUCE.S. Tl!ESll\UCTURE l.EHGlliSHAll M DET£RMINEDTHlS WAY REu/\RDLESS OF ROOF COVUJ IIG'TYP:, INCLUDING COMBINATION ROOfS WITH eorn TRElUS AND OECUOOF US:D ONTHESAMECOliTINUDUS PATIO COVER STRUCTURE. KOWEVEI\, PORTIONS OFll!E STRUCTURE DESIGNED AS LATTICE COVEA SHALL NOT BE COVERED BY ROOF DECI:. S. CJ.LCUlATIONS FOi\ WX!MUM SPANS WHEN ATTAOilNGTO AN fX!SllNG ROOF OV-d!IIANG,AS SHOWN ONTASl.E l OH S6.lAND/OR 1.6.l, ME ASSUMRIGnlATTHE E)(JSmlG WOOD RAFTERS OR '!RUSSES ARE DOUGtAS flR-IARCII No2. THIS'!ABl.E CAIIALSO BE USED FOR Oil!;!! WOOD SPECliS WlTll fb � 900 pslAND f, � !BO psi. SHEET INDEX SEE SHEET S1.x OR lf .x FOR SHEET INDEX. ALL UNUSED SHEETS SHALL BE REMOVED FROM THIS SET OF OAAWINGs. GENERAL NOTES DRAWING NOTES : l. THE ORAWJ/lGS ANDSPtORCATIOUS SHOWN REPRESEIITTHE FllltSH ED SJRUCT\IAE, UNLESS OTHERWISE NOTED,ANO 00 HOTINDICATI. THE METHOD OF COHSTRUCTIOlt '!ME CONTRACTOR SHAil SUPERVISE ANO OlRECT'IH£WOJU( ANO SHAlL SE somY RESPONSISLE FOR All CONSlRUCTION MEI.NS, METHODS, TEOIWQU ES, SEQUENCES AND nocroum. 2. THE APPROVEO SET OF DAAWINGS AND SPtCIFJCATIOliS SHAll a£ XEFT AT T!!E JOB S!T:AHDSHA!.l. SEAVAllASl.ETOTHE AUTHORl!EO REPRESEIITATIYfS OF 'lliE BUILDING AND SAFETY DEPARTMENT. THERE SHAll BE ND DEVlATION FROM THE APPROVED PLANS ANOSPEOFICATIOIIS WmiOUT AN APP�O\IEO CHANGE ORDER. MATERl"-1. SPECIFICATIONS: !. ALUMINUM ALlOYS SPEOFIED ON DRAWINGS. Fty•2B)(SIAND Ftu=3S >:SI FORAllAlUMINUt/1 MEMBEIIS UNO. ftyz30 l:SIFOR OURAIQNG ANDT6 PIJIS SHOWN OH S33.AL'nRNATE AlUMINUM AUOYS MAY BE suasrmmo FOR THOSE SHOWN, PROVID:D IBEY AAE REGISTER!:D WITrfnlEALUMINUM ASSOOATIOH,ASTM OR EN (EUROPtAN STA NOAJIDSJ, AND HAVE EQU"-1. OR GREATER YrELD /,NO ULTIPAATE ST/\E llG'!HS. 1. CONCRETE SllAlUIAVE A IA!NltllUM 28 DAY COMPRESSIVE STREIIGTH OF 2,500 POUNDS PER SQUME RICH. 3. EMBEDDED STUL M£M6ERS S\11,LL BEHOT-OIPPED GALWJI IZED,ANDCONFORM TOASOOGRA.DE 6, ROl1 FORME.D STEEL MEMaERS SHAU CONFORM TO AB53-S5 (SlRUmtAAI. STfEl.) GMO, SOG60. 4, BDLT5: Al.UMltlUM BOLTS SHAll BE 2024-14; srm BOLTS SHAU. BEASTM A•3D7.AU aom SHALL HAVE STANDARD-CUT PU\TED WASHE!\S. S. SCREWS:AllSCREWSARE SEU: DRJWNG (SOS) ORSHtET METALSWWS (SMS) IN COi/FORMAN CE WITH ICC·ES ESR 1976, ICUSR 3006, ORAPPRDVED EQUAL 6. FAST ENERS TO WOOD: WOOD AND IAG SCREWS ME REQUIRED TD 85 INSTI.LLEDIN ACCORDANCE WmllliE 2015 NATIOW.l DESIGN SJ>iCIFICATIONS, 1110.UDING PRE-DR!WNG OF HOLES. AU LAG SCREWS SHAll BE FUU.-'THREA.D EO I.AG SCREWS. 7. POST,!NSTA!l.ED AIICHORS: POST-HISTALLE DArlOIORS USEDSllAll. BE SIMPSON STR OIIGTIE STRONG BOLT 2. STIJNLESS ffiEL{ICc-ESll 3037] OR EQUAL SOllli SW.LL BE ltlil'All.ED PER'TllEIMIIUFACTURER'S INSTAtlATION AND IAPMO REPORT. SPEWJ. INSPECTION lS NOT REQUIRED. 8. A1.l COMPONENTS IMliUFACTIJREO OR SUPPUED8Y DURAi.UM AUD DESCRIBED IN'lli15 DOCU MEITTSAAE 1/fl£RO!ANGEA8lf. PROVIDEOTHEY ARE SELECTED APPROPRIAffiY lO SU?PO!rrTHE LOADING lllEY AI\E SUIIIECTTO. 9. THE IDFWEIGl!T OF THE PATIO COVER COMPON£NTS INlll!S REPORT CAN BE C1,LCU IATED FROM THEIR SECTION PROPERTIES. THE SOUD COVERS VAAY Ill WEIG KT FROM ABOUT l PSFTO ASOUT3 PSF. 10. ROOF INSULATEDl'ANELS (WliEJ\E OCCVRS}. SEE 53.l l,ND IAPMO SOS. FOOTINGS: �N£WCONCRrn fOOTINGS SHALL &EAR Otl FIRM, IIATURAl, UNOISTURB,DSOILOR CERTIFIED FllL 2. D!SIGN YEIITICALSO!L BE.A.R!IIG PRESSURE 15 L,500 POUNDS PEIi SQUARE FOOT. 3. 0!.SIGH 1.ATE IW.SOll BEA.�ING PRESSURE lS 200 POUNDS PtR SQUAAE FOOT PER FOOT OF FOOTING DEPnt (EOUAl5 100 PSF/FTxZ PtRTABlE 1805.2 AND SECTION 18063.4), 4. THE BOTTOM OF FOOTIIIGS SW.LL EXTEND BELOWlHE FROSTDEPTil. COITT'RACTOR TD VE!\IFY FllOST DEFTll Wml A\JTHOIUTY HAVI NGJURlSDICTlON. SLAB ON GRADE USED lo A FOUNDATION SYST!M: IN ACCOR DANCE WITT! IRc:/CRC APPEIIDIX H, SECllON AH105.2,AND IBC/lRCAPPEND!X I, SECTIOtl 1105.2, IN AJ\EJ,S WTTH A FROST OEPlli EQUAL TO ZERO,ATTACHED COVERS FDR RESIDENTIAL USE MAY BE SECURED TOAN EXISTING COtl�SlAB PROVIDED THE FDLlOWIHG: l. THE SLAB ON GIWl£ JS ATLEASB l/2 INCH5THJO:.SfE DET/Jl3 ON 57.2 ORIJ,2 AND DETIJL4 ON 57.l OR LU FOR REQUIREMENTS FOR THICl:Eft SLAB. 2. TliE SI.AB ON GRADE SHAU SE COIITINUOUS SETWEEJICOWMNSAND A MINIMUM OF l0'--0" WIDE. WITHIN THISAREA. THERE SIIAl.l BE NOCRAO:S WIDEii lliAN 1/4' OR CONTRO\JEJU>ANSION JOINT DEEPEII/WIDEJI THAN 3/4", 3. THERE St!ALLBEA6" MINIMUM OISlANCE BElWEENANY IJIOIDR BOLTANOAS'.AB EDGE, CRAO:WlDEll 'TllMl 1/3'l' OR CONTROl/EXPANSIONJOIITTOEEPEJITHAN l/2'.SEEDETAll.54 ON 57,1 OR L7.l FOi EXCEPTIOII TO MINIMUM E.DGEDISTANCE. 4. THE MAXIMUM DEAD AND UVE/SNOW LOAD AT EAOI COWMN 15750 POUNOSWHEN LL-lOPSF. 5. DESIGN FOR PATIO COVERS SUPPORTED DH CONCRETES\AB Dli GRA.DE IS IN ACCORDANCE WITH 20l2/2DlS/201B IRC/JlD 2013/2016 C!\CS!CTIDN AH!052 FOR 10 PSF RfSlDENTIAt CONSTRUCTION, AND1,0 �lS-14 FOa20, 25 AllD 30 PSF RESIDElillAI.AND COMMERCIAL CONSTIIUCTlOII, NOTES TO LOCAL AOTRORITY HAVING JURISDICTI ON AND ENTITY SUBM ITTING DRAWINGS FOR APPROVAL US! OF THIS S� Of PLANS FORASIT!SPEORC PRDJECT: � 1. NOT All. PAGES Of THIS JAPMO Rfl'OIIT Will SE USED FORASITUPEClFJC PJ\OJECT, EJ.Cli PROJECT SUBMITTED TO THE LOCALAll!HORIT'f HAVI HGJURISOICTION SHOUlD INCLUDE ONLY THE PERTINENT SITT-SPEOFICSTRUcroAAL COMPONENTS LOCATED WllHIN THIS IAPMD,LISTEO EVkWATI ON REPORT. 2. AUTTEMS PERTAIN ING TO EACH INSTAUATION [lYPE OF ROOF PANEi, HEADER SP-'11, COLUMN SIZE, CONIIECTION OtTAILS ETC.) SHA!l BE CJRCLEO AND Cl.EARLY lDENTI FlED BY THE EI/TTIY stJBM!TilNG THt DIIAWDIGS FOR APPROVAL 3. Pl.EASE NOTETHAT4STElEl!G ltlEERINGG!NERATEO ANDSTAMPEO lHEOiUGIIIAL IAPMO REPORT AS AVAILABLE FROM W'MO OIRECTLY, 8UTWI.S NOT INVOLVED IN lo'iAA'J-lGAl!Y SITT maFICSEI.EcrlOKSORANDTATIONS ON1'HD5E DRAWING.s. ANY�DtMI\XING Oft HIGHUGHTlflG ON THESITE SPEOFICSET OF DRAWINGS AR ETHE RESl'ONSl BlLITY OF THE EtmlY SUBMITTING THE DRAWINGS FDR A??ROVl,l. 4. EACH lNSTAll.l.TION SIWUEAR AN lDEITTlF\'INGTAG INDICATING THE NW.E /IHDADDRESSOF'll!E MANUFACTlJW DESIGN LOADS Am> EIICLOSAIII.ITY. s. me ORIGINAL IAPMD REPORT BEARS AN ElfCTRONIC STAMP Fi\OM4ITTL ENGIHEERING, AND A IYfl STAMP lS NOT REQU IRED IN ACCO RDANCE WlTHTHE REGULATIONS STATE D BYIBE PROFESSIONAL &OAI\DOF ENGINEERS. 6. A COLOR COPY OF M ORIGINAL PAGES FROM THE !Al'MO REPORT IS NOT REQUIRED.A COLOR COPY OF THE CONSTRUCTION DOCUMENTS MAY BE REQUIRED IF SELECTIONS WEAE t.'.A DE Ill A WAY THAT WILL NOT BE VISIBLE ON A BLACKM'D WHITE COPY AT A MINIMUM. SUBMISSION FORA BIJILDING PERMIT MUSTINCLUOETliE FDUOWING lNFDIIMAllON FROM 'TlllS EVALUATI ON REPORT: l. nm SHEET' AND GENERAL NOTES SHEET, GO.l 2. 11.PMOi.PfROVEO SHEETG0.2 3. STIIUCTU!W.COHFIGURATION P.e. SOUO OR LATTlCE ROOF, FRElSTAtl DING OR ATTACHEO),SHEET Sl.Jt OR Ux �. SNOW LOAD DESlGN SKEETS S2.1 1,NDSU, WHEIIE APPLICABLE. 5. BASEi) ON1llE REQUIRED DESIGN lOAOS, SITE-SPECIFIC AArnRA!IO/OR PANEL SPAN TA BLES S3.x OR l3.x 6, lYPE OF HEAOD!, POSTmE &O.UAHTTIY, FOOTING SIZE (WHERE REQUIRED) BASED ON THESIT'E•SPECIFlC OESIGN LOADS. 7. APPROPRlkTE ST'RUcnJRALDETAILS. I. OTHEJ\ OOCUMEITTATIDH Tl!AT IMY Bf REO.U!REO BY TliE LOCAL AUTHORITY HAVI NGJURISD!CTION, SUCH ASASITc PIAN. 9. S�E SlJ( Ok U.x FOR SHEETINlltX. JOB NAME! 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Engineering Job #: DA05 – Letter #93_195v3.1.1_254v3.1 To Whom It May Concern: 4 S.T.E.L. Engineering, INC is the structural engineering firm that generated the IAPMO approval for the following Duralum patio covers: IAPMO 195, Expiration Date: 06/30/2020 Report: http://www.iapmoes.org/media/22135/er_0195.pdf – Drawings: http://www.iapmoes.org/media/22134/er_0195_drawings.pdf IAPMO 254, Expiration Date: 05/31/2020 Report: http://www.iapmoes.org/media/21031/er_0254.pdf Drawings: http://www.iapmoes.org/media/21033/er_0254_-drawings.pdf The IAPMO website is the following: http://www.iapmoes.org/building-products-evaluation-report- program/evaluation-report-directory/ Those IAPMO reports state that the structures were designed per CBC 2016, as well as IBC 2018. These reports are currently in the process of listing compliance to 2019 CBC on the general notes sheet, and should be formally approved within a week or two from the date of this letter. This letter is to confirm that the design values published in both current IAPMO reports will be unchanged, and that both designs comply with CBC 2019. Please feel free to contact our office with any questions or concerns. Dustin K. Rosepink, S.E. 5885 President, CEO 4 S.T.E.L. Engineering, Inc. 26030 Acero Suite 200 Mission Viejo, CA 92691 P: (949) 305-1150 x105 C: (949) 305-1150 x150 F: (949) 305-1420 13' 18' 18'-10" 61' Spa Typ. PL Typ. PLTyp. PLNorthern Dancer Drive Driveway Roberts Residence 54-885 Northern Dancer Drive La Quinta, CA 92253 Proposed Lattice Alumawood Cover 10' 29' 06/18/2020 BPAT2020-0036 GRIFFIN RANCH / 234 SF DURALUM TRELLIS PATIO COVER W/ (2) ELECTRICAL INSTALLATIONS AT REAR YARD [4STEL ENGINEERING INC.]. ELECTRICAL INSTALLATIONS TO BE FIELD INSPECTED FOR COMPLIANCE. 2019 CALIFORNIA BUILDING CODES. 13' 18' 18'-10" 61' Typ. PL 10' 29' 16' 11' 06/18/2020