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PAT (12-0697)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: ;�-12=00_000:697_^� Property Address: 52660 AVENIDA MENDOZA APN: 773-303-007-17 Application description: description: PATIO COVER - RESIDENTIAL Property Zoning: COVE RESIDENTIAL Application valuation: 3352 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: VIRGINIA DELISI 52660 AVENIDA MENDOZA LA QUINTA, CA 92253 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/25/12 Contractor: I qq�� Applicant: Architect or Engineer: OUTBACK PATIO & SUNRA S INC1('4 r%'• 2011, 9901 INDIANA AVENUE #i 6 RIVERSIDE, CA 92503 s -_jg cITYOF'•��►i�Jt!�7Y� \ ^ (951)697-0158 { +••.+rA'"`p;°•y'• Lic. No. 483069 - -----------------------------------•------------------------------------------=------------ - - - - - — 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 m icense is in fuJJAprce and effect. License Cl s: B License 83069 i /Date: I ZJ ontracto . / OWNER -BUILDER DERATION I hereby affirm under penalty of perjury -that I am exempt from the Contractor's State License Law for the following reason (Sec. 70 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 _ 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 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.). (_ 1 I am exempt under Sec. , BAP.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY 1 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 ZURICH AMERICN Policy Number WC969750500 _ 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 aws-of California, and agree that, if I should b .�-.h7iIect to the workers' pensatiorrprows�of Section' 3100 of thgLabor e, I shall foyFltwith comply wi ose pr�_v,7s"a .� WARNING: FAIRURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of 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 co my ordinances and state laws relating to building construction, and hereby author' presentafives of this c u ty to a ter upo he above-mentioned property for /ins gac/tion,purposes. te: / gnature (Applicant ent): / i Application Number . . . . . 12-00000697 Permit . . . IELEC-MISCELLANEOUS Additional desc . Permit Fee . . . . 16.50 Plan Check Fee 4.13 Issue Date . . . . Valuation . . . . 0 - Expiration Date 12/22/12 Qty Unit Charge Per Extension BASE FEE 15.00 2.00 .7500 PER ELEC ---------------------------------------------------------------------------- DEVICE/FIXTURE 1ST 20 1.50 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 63.00 Plan Check Fee 40.95 Issue Date . . . . Valuation . . . . 3352 Expiration Date . . 12/22/12 Qty Unit Charge Per Extension BASE FEE 45.00 2.00 9.0000 THOU BLDG 2,001-25,000 18.00 ---------------------------------------------------------------------------- Special Notes and Comments 252 S.F. SOLID ALUMAWOOD SHADE STRUCTURE PLUS 2 CEILING FANS. 2010 CODES. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 STRONG MOTION (SMI) - RES. .50 Fee summary Charged -'--------- Paid Credited -------------------- Due --------------------------- Permit Fee Total 79.50 .00 .00 79.50 Plan Check Total 45.08 .00 .00 45.08 Other Fee Total 1.50 .00 .00 1.50 Grand Total 126.08 .00 .00 126.08 LQPERMIT www.outbackpatios.com (800) 37 -PATIO 11 OUTBACK PATIO & SUNROOMS, INC. (951) 588-6312 phone (951) 588-6432 fax I 9' 52t4o Ave4�4 klldau, La 6,/1 A k/ oA- 7zZS3 -70- 97- - qOg?"' CITY OF LA QUINT A BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DAT 035 /Z BY P(b ---4 -,7X'3(; - -s'.i;a t2P 2� / %.,s tsm rt Permit #�q 1 � to Jt,'LNumber: s: S��o on: Contractor: G i Address: 9�01 kjigol +� City, ST, Zip: I jrerstlk / Telephone:9,s�5?? �/06 State Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State Lic. #: Name of Contact Person: 40 Telephone # of Contact Person: # Submittal Plan Sets Structural Cales. Truss Cafes. Title 24 Calcs. Flood plain plan Grading plan Subcontactor List Grant Deed H.O.A. Approval IN HOUSE: - Planning Approval Pub. Wks. Appr School Fees City of La Quinta Building 8t Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet i u.- J7Address:5'c- VI r , n (el � Ic edi ct Description: cA- 9z5-03 City Lic. #: 215-3 Construction T P e. Occupancy: P a n cY•• Pr 0J e ct type (circle �c it cl e one): New Add'n Alter Repair DemoC�Sq. Ft.: F# Stories: # Units: Estimated Value of Project: 145'bO °' APPLICANT: DO NOT WRITE BELOW THIS LINE Recd TRACKING PERMIT FEES Plan Check submitted FPlntC-1—k, Reviewed, ready for corrections eposit Called Contact Person Plan Check Balance Plans picked up Construction Plans resubmitted Mechanical 2nd Review, ready for corrections/issue Electrical Called Contact Person Plumbing Plans picked up S.1t.1. Plans resubmitted Grading d"' Review, ready for corrections/issue Developer Impact Fee Called Contact Person A 1 P P Date of permit issue Total Permit Fees Amount ;II,I�I'II�III�IIIlllilll!IVp IIIIIIII. !11111IIIIh��IIII 11111111 IIIIIIIIIIIIIIIIIIIIII I�I� III IMI I II IIIIIIUII��I IIIIP Illlllllf�l�'�III Jlllllldll'�IIIlhill I I��I��IIIIIIIII � IIIIIIIIIIIIIIIIIII��Ih III�I�'�1u4 ��II�I� Ili! LII!Ilfl�ldl�d IIID i� I�I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIII� II 1141111111111 1�'�uhI�IIIII�I�Ifill' I -- pllpll, I • •I �IIIIIIIIIIIIIIIIIIII�IIII�� I!'I��',I��hIIIUI�IIIIIIIIIIIIIIIgIIVIII' SHEET --INDEX . I� III91 .'�rLlnee=e=n � • 11 BEAM TY V BEAM SPI' lull; S IIIIIIIIl�IIIIIVIIVIIIIIIIIIIII III Io�II��IIIIIIIIIIIIIIIII II 13 BEA_ M TO P, T A� CHMENT II�I�� pi 14 LATTICE `l ONS olllllllllllll�lllllllllllllllllll _ QIII�III�I�II�l�llll� 15 ............ ii D COLUMNS 168,17."", SOLID POST SPACING TABLE FREESTANDING AND ATTACHED ION L.L. 90 MPH 18&`19 '....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED IO# L.L. 100 MPH 20 S 21-. SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH 22 & 23.....SOL ID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 110 MPH 24 & 25.....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 30# L.L. 110 MPH 28 LATTICE POS,�T� SSPACING TABLE FREESTANC� Q AND ATTACHED 10# L.L. 90 M i, j I 27 LAl?ICE ii l'Ii �CINGTA6lEIFREESTANt iF�D.ATTACHEDIO#=L.L..10OMPII 28 WTTICEIP0�8PI DING TABLE I Iltl ESTANDINS�TACHED 10#�L L 110 MP �II��hII�IIIIIIIh 29 TTICE PIOI� Sf��ING TABLEIFRE „ 37 OLID POLI II GING TABLET"E FREESTANDI�ITACHED 201E L L. 110 M I I'I II TTICE �bST SPACING TABLE F REESTANDI�AND ATTACHED 30# L.L. 110 M p FREESTANDIN(9 ATSACHED 20# L 1.90.110 32 SOLID POS , I CING TAB IIEIFREESTANDIN NI ATTACHED 20#°L L. 9 0- 110 33 IN&ULAT NEL CONNECTIONS _ ��Iill I' I'IIllu�mu�uuiu!iullilludlluull' IIIIIII�IIII�I�I��IIIIIII - IIIIII�IIII�IIIIIIII i IIII�IIIIIIIIIIIIIIIIIIIIII I, — — Illllllllllll�llll� II = �- ��IIIII IIDiI Illl�ll�ll ' III�iI� JIM II��IIII Il�i� ME - IIIII�IIII�II�� IIIIIIIIIII�Ii�� - - IIIIIIIIIIIIIII� _ IIIIIUu ILII Illul"i�Pui 'oi1111I11i�� . III�ID�� IIIIII (IIII I IIII mni 11 III II�!'�I�slpl!Iln. "'�ol��U'I �� _ _ —� _ __` IIIII �4.1 - SII SII �ALCULATIONS�., , AREDIIIIB,�I �� A RRED DESIGN IIIIIIII IIIIIIII. PROFESSIONAL SHALL BE SUBMITTED TO THE BUILDING OFFICIAL DEMONSTRATING THAT THE DESIGN SNOW LOADS DO NOT EXCE E � ALL O''''�II' '''BLE R��SNOW LOADS IIIIII VIII ' 411111Uullunlalllllluumgl _CIFIED_ON I III NS' AN II' ITR=ULAT6ON_S S 'III1 I I' J II III IIII I 1611111 Iumallhoihlllppl� ��"jll II III I,I u., III �. =— _ CRESS THE�IN'II' LOAD PROVISO_ F IBCIG'$_C S8 '�>�� alp L all nm m1 of "mill! ,, ,I "ILIIM'IIIED RRR►IN—ONN, INCLUDINII INOI1,1I1,11,W_II I! I SHARGE LOAI15lBALAN,C,ED SUM __ ND-SNOOW_ DRII,IIdLII�GIIIII�lllll � � - I I�IIIIIIIII��llmll�lllllll ��ILIIII�III��u��IIIIIIII�I�IIlI11l - IIII��III��i��IIIIIilllllll 0 I�IIIIIIIIIIIIIII II I{�I'illullillll'III II III Illllllllllllllll�l�``'IIII�IIIIIIIIIIIIII�IIIIIII�I�I I I AR ��,II��hI�IIIIIIIIIIIII,IIII�lllllil — �III�IIIII�IIIIII�IIIIIIII I,�,lI,IIIIIIIIIIIIIuIV,�llllllll� DESIGTI REQUIRE65AENTS : _ II IIIIII a111111111111111Vllllllll�lllul,luu � IIID I III II 1IR LAP 939GBG AND IBCGHAPTjyCRIIC ANDIIIRC APPENDIX�APTE��IIIIVJI IR! IILOADS 10 20 AND 30 SQUARE FOOT II II I I IIIIIIII UIIIIIIIIIIIIII V!I!Illlllluo^II _ COMMERCUILI APP1l —T iii 3 CBC AND IBC -GRAPY IIIIIIII IIIIIU� j IIIIIIIIIIIIR'OO7 LIVE"" LOADS 1111 iI IIII�I��IIII�IIIIII� I III�p�II�IIII� I�IIIIIoIIIII�IALDEsilREMENT$ IIIIII ��IIIIIII �� I �IIIIIIIIIIIII�IIIII�I�iIIII II I� I 1. TABU IILATEO SPANS�SNOW LOADS ARE BASED ON IST THE ROOF EQUAL TO 20 OR 3�f. fi➢ BASIC' WIND- �!, 1'00 110 MPH=EXPOS i'� I I'' C II ! ! I' I�IIiI I'�Illi, , ,I,lil ��— � � � � � I � lilpulgp�llglwq�l�llllllll�l�l'! 3' WINDOCCU SS1fiICATION-ANOIMPO A CTOR II 10 i41'I IISEISMIC BAS 7 POUNDS PER LINEAR ��iD QIP pWIDTHrOFIiCAVER �IIStI�ISEISMIG DES�� ETERS �_ IIII IIIIII IIIIII VIII IIWI'illlYllllpl,Ill!Illi!IIIIIIIIiIIIiIIIII( ISI& ORTAN R:1.0 I��IIIVI�VII��sIE�'I'� — , II�IIIIIIIIIIIIIII�I�IIII!1111111111111��III�IdIIP�IIIPII SEISMIC DE�-GORY D — II III - I�IIII�III IIIIIIIIIIIIIIIIIIIIIIIRESP N E TION ACTOR:M71 TIENT g� _ Di�llllllllllllllllllllllll�II�IIIIIII�°' S"' 6. EQUIVALENT LATERAL FORCE PROCEDURE, W1'� SIN• JIIII'I�I 'OjIII�I!IIIII�II�CAMPBECL DATE: 7. DESIGN ASSUMPTIONS. IIIIIIIIII "IVIIIIIIIIIII( _ �C�VE LOAD_ _ A. MAXIMUM BUILDING HEIGHT (AVERAGEr 1'9' B. MINIMUM COVER SIZE: 8' BY 8' a21611 ! I uIIII�IIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIU C. LEAST BUILDING WIDTH: 30' TITLE SHEET - i620E30 psf IpESION�LOADSWIND = IIIIIIIIII!IIIIIIIIIIIIIIIIIIIIIIIIIIIullllll' 8 ROOF BEAMUONTINUOUS OVER ONE INTERIO SUPPORT II I'll I II AT THIS C , BEAMS CON .INOUS OVER T' I MORE O IVIIIIIIIII'°° _ II III SPLICING. — _ II IIIIIII�III�I II I IIIIIIIIIIdIUIIJ',II!IIiIP' � - IIIIII II IIIIJII I — — I IIIIII IIIIIIIIIIIII = �— ��IIIIII III��IIIIIIIIIIIIIIIIIIIII��hIIIIIIIIUI' � . � II��IIIIII�IIIIIII�I�I�II�IIIII� _ _ — ONLY SHALL 9E SPLICED )O NOT REQy�( _ iNITHINiIITHIS IAMPZZ EVALUATION REPORT A�II'f�II�IMUM, SUBMISSION FOR BUILDING PERMIT MU TINCLUDE THE FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: A. TITLE SHEET AND GENERAL NOTES B. STRUCTURAL CONFIGURATION (I a SOLID OR LATTICE ROOF, FREESTANDING OR 1'1111.' � - lzll�l DDESIGN LOARS, SITEj�FTER gNDI,ORII'IIIHEA TYPE & QUANTITY, f0 6 BASED ON THE SITE-S��CIFIC DESIGN LOADS. APPROPRIATES I KwC iRAL DETAILS - IIIIII III VIII 11'1111;1 ,IIIIII,II (IIIIIIIIII I _— -- II III II h _— IIF:IOTHEf3ID000�A �:ON THAT MAY BE;REQUI�EID ILOCAI AUTHORITY lill!IIIIIIIIIHAVING JUR IIIIIIIIIIIIIIIIIIIIIIIIIIIII�I II'' I'i�la!I"IIII'd III'IIGiddi,ll 7 IIIII�I�II��ti�lii'IIPIIIIIIIIIIII�III�� =- � . 11111�III�IIi�I�Illi�llll IIT!II!I�IIIIIII�IIIIII!Illul'IIII�I� =- o _ -- W1'� SIN• JIIII'I�I 'OjIII�I!IIIII�II�CAMPBECL DATE: 8 AS.80CIATE .INC. VIII IIIIIIIIII "IVIIIIIIIIIII( _ �C�VE LOAD_ _ PATIO C I ,ERS,,I� MAS MFG. ev;!I�II�III AO Efi# X795 a21611 ! I uIIII�IIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIU C AND RESIDEKTA4.SFRUCTU IND cucAMONCAcA° TITLE SHEET - i620E30 psf IpESION�LOADSWIND = IIIIIIIIII!IIIIIIIIIIIIIIIIIIIIIIIIIIIullllll' DURALUM PROD S INC 8269ALPI MEN�OIIIC�AlIB562,8ill�ll — 11i M -1 _ _ — �lcHo Iss�) I = — __ : Ma110 ROIH f9�181452 , 18 I RIT-1 P m1 mill ul, G€NERA IIhI .,'SES: I I II! I I I pp = I I II II _GOVERNING C....... I �I��JIIIIIIIPIIIIIIIIVIIIIIIIIIIII �IIIIIIIIIIIIIIIIIIII�IIIIP ��I��III�IIIIIPIIIIP!II!UIIPIIIIIh U��IIIIIIIIIIIIIIIIIIIIIIIIII IIII�UIIII!IIIIIIUIIIIII��!!I!II! THE DESIG OMPLIES WITH THE 2009 INTERRATIONAL BUILDING CODE, 2009 II� RNATIONAL RESIDENTIAL COD 2010 CALIFORNIA BUILDING 8 REII��ENTIAL CODES,IASCE/SEI7-U� IMUM L, IL — — ,, _ _RESIGN LO BUILDINC3S ANDIOTHER SES AND THE -2005 ALUMI AL ADM 1-015: I ! 11 DRAWING NOTE. Ill�iiiIIIIIIIIi, l�lplli!,_ _= Iil�ii VIII II I, �i!!IIIViI��iii�liu!!iIIIIIIIIIlulllil =_ I�III0�1�111111��111111 I! II�III��II�I�IIII!i!IIIIIII�!IIM 2 ALL,,ITEMS P R NIKIG TO EACHIIMSTIIIIIILATIOE_ —: ROOF PANE4`HEADE i I�UMN S2EIIIETICI)ISHAL D AND CLEARLY'IDENT I IIh I, II III I� I III II ! IIIU �3 -EACH INSTA�}�NISHALL BEARI'ANIIDENTIFti B CfrIND1CATING_THE=NAME A� IIROU — OF THE:MANIJFACTURE# 1GN LOAD M- -ENCLOSIa�� 1111 I�II!IIIIII!III!I!III!IIIIII _CONTRACT4 I NiUPERVISEIIIIANDItDIRECfIiCT�RK AND SHALL$E=SOLELI I�' NSIBLE FQ„RIIIALLf CONSTRCTCT OMEANS, METHODS TECH EDLURE 6 fHE APPRO II1®1,, I I IOF DRAWING3IIAND SPECtFCPkT�HNSBHALL $EKEPT AT TH E AND SHALLIIBIEIIAVAILAB OE AUTHORIZED REPRES S OF THIIE BUILDING AND __DEPARTME�T�j I --II�j�HALLIBEINOI!DEUTATIOE APPROVED_P1ANS ANOII,II��I1� IC�'rATIONSI.,YVIITHO,U,7 AN -� CHANGE ORDER. ILII IIIIIIIIIIIII IIIIIVIII' ' IIII�IIIIIIIIIII!II!IIII IIII 6. ATTACHED AND I'fANDING PATIOI�COVERS SHAl-L�f-OT BE ENCLOSED -WITH ANY TYIP�II�OF SOl1D ORIMESH MATERa� EPT WHERE�NOTED iN THI�IRART. IIIIIIIIIIIIIIIIII 7 AlL_NEWC t(jl I �QOTING3IIISHALLIIBEARMfCTURAL UNDi8TURBED'I� �RTIFIE,D'IFIL4!lllllp�ll'' II IIII IIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIII�III 6TTACH IICOVERIMAYIIIBEIII„ _ 91W III I UII' II II IS WITHIA FROST DEPtI#O a..I, . SF 750 PC N ISTING CONCRETE SLA (IIII IIII D THE SIIII IIIIIIII�SIAT LEASES THICK AND_IS LOCP I IIIIII 11' 1 III IVlllul ZERQTO A OLUMN,LRAD O II UNDS ,I I II �„ I , E FOOTIIILII1111111ANDII'GREA E COMMERC--IAL &USE I II I I ' RTS OINLIYI6uVwHoEIt1; LOC AS WITH -A FROST DEP II Ol ull untilldi IIIIIII1111I��IIIIIIIIIIIIIVI!IIIIII!III' _70_DESIGN LO 31NATIONIISIII II E IN ACCO LTH IBC SECTIONS 1605. 3.2. = . I i fill . I�IJIVIII�IV�II��llllllllllllllll�hi� = I�IIIIIIII IIII, �IIIIIII�JI�uII�IiIIiPIIIIIIIII I, _—_ �illl�llllllllllllllllllll I uIIIIIIIII�IIIIIuUIIIIIIIIIIIIiIIIII DESIGN 60NSI 11 MINIMUM RQ FOR SOLIDIIR �OF PAN t�GH PER 12`MINIMUM PAI,I I Ili a SIZE:11180°'$dUARE FEE IIII�I��III�IIII@I �I�IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIII�III 13. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. 14. COVERS ARE DESIGNATED "RIDGED BUILDINGS” AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. 15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCEISEI 7, SECTION 6.5.7.1. 16. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES'IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13, EXCEPT WHERE NOTED IN THIS REPORT: _ 17. THE RATI4H5PLI(;hU ATIO COVER MEAN ROOF HJGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE 1). pj 2j8 --THE RATIATI0 COVERIfLENGTH (L, FT-�$ ED BY THE PATIO COVER P CTION OR WIDTH (PFT)SHAT BE LESSTHAWONE (1).IIIlIII�I hIIIIIMAER1AL S�1S: IIIN19-BEAMS SOUERIT'HE CENTER:._�ORT ONLY OF ATHREE POS TE MINUM ALLOYS MAY BE SUBSTjED FOR THOSE SHOWN, PRO�% D��D THEY ARE REGISTERED WITi�J-IE ALUMINUM�ASSOCIATION AN1 HAVE EQUAL OR GREATER YEIMIND ULTIMATE STS THS dIIIIllllllllllllpllll(. — IIIIIpIIIIIIiI �IIIIIIIII!IIIIII'I(fIp _ _ pIII�I 4�F 1 CONCRETE HAVE A MINIMUMI;28 DAY C SSIVE STRENGTH OF 2,500 �„ PER SQUAKE] IINCH. I LI E BEARING�PRESSURE DS PER SQUARE FOO $$ 6iTERALfSOIL BFr4RINGR�EIS 200 POUNDS=PER S� POO? ORFOOTINII� I'S0PER TABaE°1S08.2 AND- 606.3 4 III I I II U IIIIIIIIIIIIIIIIIIIIIIIIIIIIUIIIIU� IIIIIIIIIIIIIIIIIILII II�IIIIIIIIIIIIIIIIII!!IIIII�IIII�IIII- .22F--MREoI]Eo S7flf�NLIMEMBERS SHAIJLUBE HOT-0IRp##iALVANIZED: ROST•O-LEUM.OI�IEDWAL PAINTED'll'ORIIELECTRORRlD1ND CONF_ORM_TO ASTM A �gQ,IIOF�ADE C. STAINLESS STEEL AMMEfS :4.0. BE 2MJ4; SM- L BOOTS -SHAG- E A HE NAqgffijj SPECIFICATION. IN THESEI�TRUCTION=DOGDMENT; OR SUM M&AL SCREW&,(SMS) IN Cl ACINGO EN WARING WA CONCRETI OVE14 MMS A R00_F_ASSEMBLY TABLE 1 - REDUCTION FACTOR APPLICABLE - TO MULTIPLE SPAN CONDITIONS IdI, AIINFEEDANOIEXPOSURE �— dlh y, IIII 100 MPHIIUUfIII'II �illill 11�A E.xp:I EXP. B" 'I'EXP!IC %XP. B = 1.0.1, II 1.00!IIII'IOIr81011'10.90W�- I11 IIIIUII Ono I�IpII 1.00IIIIiIl?,iloollllilIUI11.00 1.0&IIkm,.od,%A 1.ooIJ911'R4�;i!I�oo,�P:1911P'i.00 o T+ 1 ax"'A. P`" TOM CAMPBELL 8 ASSOCIATES INC:119011111". 111111"" ERq 0195 — 1"im"i '� 11 1111111111111111111 (IIIIIIIIIIIII ANO FiE91DENT1Al,-8TRUCTU I I,� IND IIIIIII IIII IIh III�OTES Iu11,11IIIIIIIJIIIIIIIIIlII1111101'dII HO CUCAMON6q CA (."T) 1�jI Q7I I IIIIIX II14, III IIIIIIIIIIIII �_— m11mIIIIIIIIIIIIilillm,: y'+pm1� 11I. I • �• ' �, , •..III pl IIII (IIII III = -- '.: * THOMAS 1. Q CAMPBELL _ -n Ilpm IPill; �.•. (n�1111!aIIAd'1+� 33 ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ROOF PANEL M SEE SCHEDULE O , a1 FSU FOR SPANS JdEL MIN, 0.25' SLOPE PER FT. p r ^CIVILSPANS SOLO) PANEL gTRUCTUp;Eg 'O.H.• NOT TO EXCEED 725% OURALUM PRODUCTS, INC. 1(016)452-7d2i OF SPAN O.H1O SEE DETAIL FOR SPLICE CUCAMONGA, CA (951) 741-2107 'O.H.- NOT TO EXCEED 25% 4V% \ 8288 ALPINE AVE-, SACRAMENTO, CA 86820 POS Sf`, SQ. POSTS, SIZE VARIES Sf� * SEE SHTAS FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING2' X S 1/2' SIDE PLATES. SOLID PANEL TYPES �DyGTy Ops F ATTACHMENT CHANNEL SygCC lupTRVOTUR ALUMINUM SEE DETAILS — n1f PR-O_Je iC Ns fS SEE S SEE �S MIN. 0.25' SLOPE PER F WW O. 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE OPTIONAL: CANTILEVER BEAMPOST SEE SCHEDULE FOR POST SPACING -, � � , * SQ. POSTS, SIZE VARIES �E`s�yE� rr 31/2' SLAB III ALTERNATE ATTACHMENT IWII SINGLE POST MAY BE USED SEE SCHEDULE WHERE PERMITTED. SEE SCHEDULE MAX. HT.= 17 NOTE: NO SPLICE ATI THIS POST ANDA END BAYS. FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER ORTION ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 'O.H' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE _ SQ. POSTS, SIZE VARIES - ALTERNATE: 31/2' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE J SEE SCHEDULE FOR POST SPACIN O.y 2S NOTE 40SPLICEATTHIS POST 1 140 AT END BAYS. BEAM 1/2 x P' STEEL ROD NOTE: EACH COMPONENT IS INTER-' CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION TNfPRO f N -OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING 3112' SLAB ALTERNATE: 25� OFF F' ATTACHMENT SINGLE POST MAY BE USED SEE SCHEDULE WHERE PERMITTED. SEE SCHEDULE OTE. 0 SPLICE AT THIS MAX. HT: 12' POST AND AT END BAY FOOTING WHERE REQUIRED 11 SCHEDULE krI1 EER SEE CUSIZE E$S/' � R FOOTING CUBE SIZE NOTE: EACH COAD ONENT IS yy,\` CHANGEABLE WITF�NY OT COMPONTENT LIN ES O 4L SH 7A "ATTACHED MULTISPAN W/CANTILEV STI �AS (. T� f ,a• 0 TOM CAMPBELL & ASSOCIATES, INC. u � " CfyGTyLIM M PA110 VER SYSTEM AS MFG. BY: O , a1 FSU . e�DULE JdEL MIN, 0.25' SLOPE PER FT. p r ^CIVILSPANS SOLO) PANEL gTRUCTUp;Eg #18J OURALUM PRODUCTS, INC. 1(016)452-7d2i O.H1O i g�1�` 0 CUCAMONGA, CA (951) 741-2107 'O.H.- NOT TO EXCEED 25% 4V% \ 8288 ALPINE AVE-, SACRAMENTO, CA 86820 OF SPAN SEE DETAIL FOR SPLICE Sf� OPTI NAL: CANT EVER BEA SQ. POSTS, SIZE VARIES CNEOVS SEP SDULE TS PACINGR O,y ALTERNATE: 28OFSP 3 1/2' SLAB SINGLE POST MAY BE USED SEE SCHEDULE N TO CONSTRAIN NOTPOST, 40 SPLICE IS FOOTING, SEE D AT END BOYS SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - 1/2 x 9' STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING Mill TISPAN W/rANTII FVGR noTInAI DRAWN av: EN. DATE: 4211*011 TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD • PA110 VER SYSTEM AS MFG. BY: IAPMO ERp 0195 '....ONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLO) PANEL gTRUCTUp;Eg 10, 20 8 30 pef OURALUM PRODUCTS, INC. 1(016)452-7d2i REVISED 8Y: CUCAMONGA, CA (951) 741-2107 HORIZ. WIND . 90.100 6 110 MPHSHEET 8288 ALPINE AVE-, SACRAMENTO, CA 86820 2 OF 33 FAX408.1618 seles(�dRANCHO urdum.mm RAFTER, SEE TABLE * SEE SHT.18 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2"X 8 112' SIDE PLATES. FOR SIZE ANO SPACING OPEN LATTICE TYPES MAX. PROD. hgjg: THIS OPEN LATTICE-TYPESTRUCTURE aMAX. PRO. SEE SCHEDULE SV� MAY NOT BE COVERED. ULE %D-6RA18ChfSE LE SIZE A. O._ �NRf coer,un LENGTH OF STRUCTURE VARIES WITH SIDE PLATES NOTE: EACH COMPONENT IS INTER- 3 12 SLAB ATTACHMENT MAY BE USED WHERE CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. sssT SEE SCHEDULE FOOTING WHERE REQUIRED, SEE BONED. FOR FOOTING CUBE SIZE / OPEN LATTICE -TYPE PATIO COVER SCALE MS NOiE A�IAY�iBE C�OVERE�D. E STRUCTUREfA TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE,,�,� RAFTEFEE TABLE MAX PROJ. FR SIZE SEE SCHE U AND SPACING MAX O.H. O' 25% OF SPAN LENGTH OF STRUCTURE VARIES NOTE: THIS OPEN LATTICE -TYPE MAYAUSE COVERED. LENGTH OF STRUCTURE VARIES COMPONENT IS INTER - WITH ANYCMER S UNLESS OTHERWISE SHOWN. T1a� FOOTING CHE � PE "F ATTACHED MULTISPAN BETTI NOTE: THIS LENGTH OF STRUCTUREVARIES MAX. PROD. SEE SCHEDULE POST WITH SIDE PLATES vk SEE DETAIL r DRAWN BY: E.N. I� 31fY SLAB LIVE LOAD= SEE POST DET NOTE: EACH COMPONENT IS INTER- MAY BE USED TO CONSTRAIN 3 FLCT, se O COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPENLATTICE CHANGEABLE WITH ANY OTHER s� FOOTING, SEE � 611AY B USED COMPONTENT UNLESS OTHERWISE SHOWN. T��e SCHEDULE HORIL WIND 90,1008110 MPH 8208 ALPINE AVE, SACRAMENTO, CA 95828 M OPEN LATTICE -TYPE PATIO COVER NOTE: EACH COMPONENT IS INTER. CHANOEABLEWITHANYOTHER sFF T�� CONSTRAIN FOOTING, SEE SCALE-' NTS FOOTING WHERE REQUIRED SEE SCHED. FOR FOOTING CUBE SIZE COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED SEE SCHED. FOR FOOTING CUBE SRE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPF "H" FRFFSTANnINr. Mill TISPAN I TTIrF STPI IrTI IRF DRAWN BY: E.N. TOM CAMPBELL 6 ASSOCIATES, INC: LIVE LOAD= PATIO COVER SYSTEM A3 MFG. Y: IAPMO ER# 0/9b DATE: 4'.. 1 SCALE NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPENLATTICE 10, 20 8 30 par . DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA, CA (961)747-2107 STRUCTURES HORIL WIND 90,1008110 MPH 8208 ALPINE AVE, SACRAMENTO, CA 95828 SHEET 3 OF 33 (9t8)462-7021 FAX403-1519 Bales®dumtum.lxm COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS MAX. HEIGHT = 10' r3 --j-2`1 MAX. HEIGHT 3.00"SQ. 02 • 1110 sMs 3.00" SQ. 1 3.00" SQ. (� I o 2 (Qa 24.O.C. _.J1.00f EA. SIDE 6.5'FLOD -�5[U1GC- .14"R f032' NP' .048"STEEL rL O 5/8" PLASTIC PLUG .28" O OE 3" SQ. ALUM. POST 3" SQ. ALUM. POST IMAG HOST WITH SIDE PLATES OD 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H38 3" SQ. STEEL POST ASTM A80 ALVJM. ALLOY 6083-T6 ALUM. ALLOY 3.00" OR 2.0 ' 6063-T6 1-- 2.40"_ "� ��NEER sl'4r,, THOMAS I. •'. 0 CAMP$ELL = -r► ++ •Z -r . Dxpd IL el �i��i��.\✓ .ems 1.375" .75" 1.60" 5 .090" TYP. INSTALL IV U4' x VHDG WASHER PLATE AT ANCHORS FOR 110 MPH — ALUM "T" BRACKET q 7/16.0 HOLE FOR 3/8" MB ASTM GRADE 36 STEEL IINSTALL"IV x 1y" x 9' HDG I WASHER PLATE AT ANCHORS T O 3" POST O lY 5.50` ij 2- 5l16'RJ HOLES STEEL "T' BRACKET ALUM, ALLOY 6063-T6 "H" BRACKET J 3 u� G =3'SO.A=.188" H =3'SO.xI=.250' 1 =3'SO.zI=.313` J =4'SO.x1=.188" K -4'S .xt-.250` J- = t. 3.0- OR 4.0' SQUARE STEEL POST ASTM A500 GRADE B 2 FLANGES 21/8' APART BASE FLARES TO 3'WIDE EA. SIDE OF FLANGES 1-7/16"0 HOLE S 2-318" HOLES TYP. EA. SIDE = (4}SDS 26412 3"x 8" ALUM. RAFT. BRACKET --"- 3" x 8" ALUM. HEADER HEADER RRArKF=T n DRAWN BY: E.N. -- . TOM CAMPBELL & ASSOCWTES, INC. LIVE LOAD m 1 TIO COVER SYSTEM AS MFG. BY: %-11 IAPMO ERR O18b DATE:4R8l2011 8CALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN/ 10,20a DURAL PRODUCTS, INC. I REVISED BY: RANCHO CUCAMONGA, CA (851) 741-2107 POST TYPES HORR. WIND - IND 90, 100 8 110 MPH IN 8288 ALPINE AVE., SACRAMENTO, CA 85828 SHEET 8OF 33 (946)452-702t FAx4031518 eatee@dwstumcom HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 1.50" WALL FASTENERS 078 2,740" SEE TABLE 300" .06 .833' t= 0.04° 01 "x90 .202' 25'R ,0 g2) DIA. 014 SMS @ PANEL c •� LOCKS OR 08 SMS T=.060" N co m .563' 261" AT EA. CONTACT 5" WALL FASTENERS o w WALL .20 SEE TABLE fO Ni FASTENERS ALUM.ALLOY CONTINUOUS A- RAIL SEE TABLE 6063 -TB ROOF PANEL 3 (WHERE OCCURS) F ALUM.ALLOY APPROVED 3'OR 4' 1 75" O 06 O y 6063-T6 ALUM.ALLOY INSUL. ROOF PANEL " #14 SMS ® EA CONTACT 6083-T6 ROLLFORMED HANGER EXTRUDED HANGER CHANNEL WALL CONNECTION O I.R. HANGER \"l 1 R.F. OR EXT. HANGER CHANNEL, 2X OR 3X RAFTER BRACKET. ALUM. PANEL 2X ORS 3x ALUM. RAFTER FASCIA BOARD - ALLOWABLE PROJ. FASTENERS, SEE TABLE A34 FRAMING ANGLE r SEE TABLE L- EXIST. EAVES, RAFTER EXISTINGEAV OVERHANG __" (24" MAX.) EXISTING EAVE CONNECTION EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC. WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN 16" O.C. CELL AT FASTENER) OR CONC. OVERHANG(L) LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=: 90 A B B C D D E E F 100 A B B C D D E E F 110 A B B C D I D E E F 18'-8" DESCRIPTION OF LAG SCREW SEE NOTE BELOW it A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.G. MAX. LUCZ B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX. FaC=SDS25412 AT EACH STUD, 16" O.C. MAX. W W D=3/8"0 x 4" LAG SCREW AT EACH STUD LLrn 'E=318"0 x 1 1/8" AT 18" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 19'-11" "F=3/8"0 x 1 1/8" AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 14'-8" 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26, SHEET 1 EXIST. RAFTER 'L" 1I 20OR 28 LEDGER 111 ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG(L) LL=10 LL=20 LL=30 2"x 4"1'-8" FULL OR 2"x 6"11-6" NOTCHED 16" O.C. BELOW RAFTER W/ 0 CAMPBELL • -T110, RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL SAME CONNECTION'S. 18'-8" 18'-8" 14'-2" 2'-0" 14'-0" 12'-8" 9'-7" 24" O.C. 12'-5" 11'-8" 8'-10" 2'-0" 9'-4" 7'-4" 5'-7" 2"x6" FULL OR 2"xB" NOTCHED 24" O.C. 2'-O" 19'-11" 19'-4" 14'-8" 2"x8" FULL 2"x10" NOTCCHH ED 24" O.C. 2'-0" 31'-11" 31'-11" 25'-0" NOTE: DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL=15psf RLL=20psf EXISTING LUMBER AT OVERHANG: #20 DF -L. 1 INCH MAXIMUM NOTCH AT WALL. THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (ND 11.1.3 AND 11.1.4, RESPECTIVELY. THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SDS TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUAT 10# L.L.=(2)#14 SMS EA. SIDE 17 20#/30#L.L.=(2)#14 SMS EA. SIDE U -BRACKET _ 4_23 OR 1 1!2"---- 2" x 6 1/2' OR 5' MIN. 3" x S' ALUM. RAFTER 4/4' OR 1 1/2' EXISTING WOOD STUD FRAMING 1 4 SMS T&B AT 12" O.C. 1 1/4" YP. NOTE: PROVIDE WATER PROTECTION, METAL FLASHING CAUCK JOINTS AND SLOPE r TO DRAIN FOR SPAN SEE ALLOWABLE DECK(RAFTER SPAN TABLE L2-1 'L" 1I 20OR 28 LEDGER 111 EACH 114"0 x 3-1/2' LAG SCREWS L.L.=10 psi 2 EACH 7/18'0 x 3-1/2" LAG SCREWS L.L.-20 AND 30 pst (3 �� rz W S )-#14x1 3/4' 2" MIN. PENETRATION INTO PAnocovER >'\�ir`iE�R"i(I EXISTING WOOD STUD) DATE: 4282011 SCALE: NONE " • • • • • NOTE: USE LEDGER WHERE RAFTER SPACING �. • • • '9� EXCEEDS EXISTING STUD SPACING NOTE: BRACKET •• NOTE: PLACE FLEX' OR SIMILAR RTHOMAS O'g I. /EE FOR ATTACHMENT ® MATERIAL BETWEEN BRACKET MAY BE MOUNTED AND COMP. BELOW RAFTER W/ 0 CAMPBELL • -T110, RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL SAME CONNECTION'S. x1aF �! 3i' 13 e. m WALL CONNECTION O O BRACKET CONNECTION DRAWN BY: E.N. TOM A IT� INC.HANGER CHANNEL LIVE LOAD • -ATIO COVER SYSTEM AS MFG. BY: IAPMO ER# 0195 DATE: 4282011 SCALE: NONE COMMERCIAL AN 8TttUCTURAL VAI AND BRACKET f0, 20830 paf DURALUM PRODUCTS, INC. REVISED BY: RANCH 70N.0)y;,74t- 107 ATTACHMENTS 90 �008111N MPH 8269 ALPINE AVE., SACRAMENTO, CA 96828 (918)452-7021 FAX 4034619 eefea®dumtummm SHEET 9 OF 33 COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS ALUM.'t"BRACKET USE WITH Z' BRACKET 1 POST TYPE B,CA, OR E. STEEL POST ONLY: irT / 3TEEL.T'BRACKET USE WITH USE POST TYPE (}8/ (2)M 2 SMS EA POST TYPE B.C,D,E,F,G,H,J OR K F, L3. H, J OR K F30R MIME J 3'SQ. POST3 SU3E OF POST OR • SG. POST AULSUEM(.-}Iy ACKETT' 1/4' M.B. THROUGH KWIK60LTS OREOUAL 4. • 1 POST STEE�Lp.•MRACKET. 1/2 DEPTH OF (2}t/Y0 BOLTS -"I�l 4 (2}1/4'0 POWERS WEDGE- SEE NOTES BELOW UOLfsoEDuul KVVtK FOOTING OR FCOOND TION3 ER 16'INSERT X.188* .188' 12' MIN. EMBD. 4 5• ASTM A38 BOLTS+ OR EQUAL, EACH 2Y0EMBEDMENTDEPTH 1 STEEL HRACKE�T TO SLAB. FOR KWIK80LTS) MINIMUM DISTANCE TO �� I; i T.O.C. EDGE OF SLAB - 4' OR in TO CRACK= 10" (1 Y,' MIN. EMBEDMENT) ASTM A672 STEEL a ' d •d7 N a �• • j .• . DEI ITH a fa SLAB SHALL BE IN p POURED CONCRETE LONG, 1' �f~L� t� �! y 3/18' GOOD CONDITION F0070409EENOTE FROM ENO 3'SQ.POST OF POST j•! ;L� s ::: z (STI.) 3 1/2' MIN. FORS OR FLUTED i SEE FOOTING POURED SQUARE SEE FTG. OR 4- Sq. POST (STL.) ' SCHEDULE QUAR CONCRETE SCHEDULE IN BEAM INSERT IN BEAM SPAN TABLE FOOTING SPAN TABLE EXISTING SLAB 3" SO. POSTS TO CONC. FOOTING 8 SQL INTO POST FOOTING EMBED. 9 PL.S/B'THK. `- 1 112' g• 11/2' ATTACHED ALTERNATE FTG. CUBE SIZE 60. 18' DEEP 'CUBE FTG. 18" 18" SQ. 12• 20" 21• SQ. 12" 22" 25" SQ, 16• 24" 28" SQ. 20" 26" 32" SQ. 23" 28" 35' SQ. 25' 30" 39' SQ. 28• 32' 43' SQ. 30" 34" 47" SQ. 32' 36" 51" SQ. 34' 38" 55" SQ. 37" 40' 80" SQ. 39' 42" 64" SQ. 41' 44' 69" SQ. 43' CUBE FOOTING Wl 4' SLAB ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23' S 24' CUBE (2)-1/2'0 3114' 25'-30'CUBE (4)-1/T0 3114' 31'-34"CUBE (4}513.0 4- •35'-39•CUBE 35'- 39* CUBE (4)aX410 4314' 40'-42' CUBE (4)-W4'0 43/4' n NOTES: BOLTS SHALL BE HILT] KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL NOTES: 1. DO NOT USE ALUM. T BRACKET WITH 3X8 BEAM WANSERT, MAG BEAM, 4.OR 7.1 -BEAMS. 2. POST TYPE E INSTALL WASHER PLAT 2•X)G7X5X.'AT EL "r BRACKET. 3. POST TYPE F DO NOT USE STEEL T B A -K T W/7' I -B AM. WELDED STEEL BASE PLATE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 9' SO. x 5/8' 1 B. C, D. F. G. & H FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE & TYPE) t4)- 3/a"0 HILTI KWIK BOLT TZ STAINLESS 9'x9"x 6/8' STEEL PER I.0 C. ESW1917 OR EQUAL EMBEDMENT DEPTH) NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED v ON BY: E -N. TOM CAMPBELL &ASSOCIATES, INC. COLUMN LIVE LOAD. P O CO ER SYS M FG. B IAPMO ER8 0195 GATE:: NONE f COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO SURFACE MOUNT 10. 2.= Pel J PRODUCTS, INC. SCALE: NONE AND EMBEDMENT HORIL WIND - 8288 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: RANCHO CUCAMONGA, CA (9511 741.21D7 90, 100 & 110 MPH (818) 482.7021 FAX 403.1319 eeleegbd—l— SHEET 10 OF 33 flCr1UJCR 6CHIVI I Y rt5 & A I I AGHMENT DETAILS 1.52" 61" GUTTER EXT. CLIP GUTTER EXT. CLIP 3.00" SQ. 2.00" 1.79" SPLICE WHERE OCCURS SPLICE WHERE SPLICE WHEREfl�OTT �1 '0 i ( OCCURS OCCURS 3" 2.57" 4.8" 4.8' 2.19 2.04• 14"8 TYP. p 8° 2.08" Des• 2� TYP. .086• rrP- 93" .00001 .038" R.F. GUTTER FASCIA -ALUM. ALLOY 3004-H36 O 6.5" 2'7" ALUM, ALLOY 6063-T6 O ALUM ALLOY �1`tq�1\��"41V063-T6 8083 T6 G�MI�p ALUM. ALLOY O ASTM A653 GRADE 40 E O ROLLFORMED 4.5" GUTTER MAG. G (�••'' T-9� MAG BEAM 3" SQ. STEEL BEAM " /� o�E O : •" THOMAS c.�,A� I : 3.0" ., r3 s'•I 3 m 3" SPLICE N�HERE OCCURS 4" SPLICE WHERE O D.3 r?48 Crl IVIL, I:X w _ MAX. F 2" � "� ,042 " 070" TVP I1 OCCURS 032" TYP.Ll ALUM. ALLOYALUM. 6063-T8 ALUM. ALLOY 6083.78 ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H38 OR EQUAL J ALUM. ALLOY 3004-H36 OR EQUAL 4"I -BEAM O 7" I -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAMO 3x8BEAM 3'.25" 8• e" 1�`` �MAX.� 3" -^ MAX. I 3" 625" 375" —+� --*---.042"7 .042" •042" T • 14 G0. 8" 7.8 5" ASTM A653 GRADE 50 T=0.126• 6.656" ALUM. ALLOY 6063 -TB OL_T ALUM. ALLOY J004•H36 EQUAL _T ALUM. ALLOY 3004438 OR EOVAL " _L ALLOY 3004-H38 I 1I62 ----I 2.875" F•�-� 375" L _T I.1.75"� OR E OR EQUAL O 3 x 8 BEAM W/ STL. INSERT OM DBL. 3 x 8 BEAM W/ DDBL. 3 x 8 BEAM BL: 3 x 8 STL. INSERT O 3 x 8 BEAM OO STEEL INSERT 7" I -BEAM "C" OP SPLICE / INSERT IAPMO ERd 0195 DRAWN 13Y' EN' DATE:: NON 11 SCALE: NONE TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TYPES LIVE LOAD • 10, 20 8 30 pa PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 1(916)452-7021 REVISED BY: RANCHO CUCAMONGA, CA (851) 741-2107 HORIZ. WIND • 90, t00 8110 MPH 8268 ALPINE AVE., SACRAMENTO, CA 86628 FAX 403.1819 solea®dursNm.cvm SHEET 11 OF 33 2114 x 112' S.M.S. EACH SIDE OF W SQ. POST (4 -TOTAL ALTERNATE: 1140 BOLT W/ WASHER EA. SIDE OF 3- SQ. POST �0+t_ =f 2.35' I _-- 3' SO. POST 2-#14 x 1/2' S.M.S. EACH SIDE OF 3' SQ. POST (470TAL) ALTERNATE. 1/4.0 OLT W/ WASHER EA. SIDE OF 3' SQ. POST SQ. POST OR .240' GUTTER FASCIA MAG BEAM 3' SQ. POST 3"SQ. STL. BEAM 13 ALUM. ALLOY 3105-H25 T-0" 1.50" 1.50" .28" �~ 2^ T-0" 018, FASTENER SPACING o 3/4' DATE:425/2011 SCALE: NONE P2 1 1/2" SQ. OR 2" LATTICE TUBE f0, 20 630 psf ALUM. ALLOY 3105-H25 i. 3.. 2 28" L —t- 11/2" MIN. .018" P1 IQ 2"x3" LATTICE TUBE 5208 ALPINE AVE., SACRAMENTO, CA 96825 (515)452-7021 FAX 403-1515 eefw@dmh m.cwn BEAM TO POST CONNECTION DETAILS " x 8" x .042" BEAM, " SQ. STEEL OR IAG BEAM. (4)-#14 SDS ® EA. SIDE TOP & BOTT. TOT.=16 X 3" ALUM. OR TEEL POST H - BRACKET TO POST #8 x 2'SMS, 2 1/2" OR 3 1/2", TYP. LATTICE TUBE TO "L" FASTENERS l'-0" 4 - #14 SDS T-0" 6 - #14 SDS T-0" 12 - #14 SDS FASTENER SPACING o 3/4' #14'x 1/2" S.M.S. TOP & BOTT. (2) -TOT. ROOF PANEL ROLLFORMED OR EXTRUDED GUTTER #14 S.M.S. @12-O.C. FASCIA 6 1/2"x2"x.024 RAFTER No, 1 FASTENER TO FASCIA- SEE TABLE — FASTENER TO RAFTER TAILS - SEE TABLE �OPTIONAL LATTICE TUBES AT OVERHANG 00 0 o v (EFASTEN ER 9 00 ALUM. BRACKET X 2' 11" 1 -L" SEE TABLE RAFTER "TAIL" TO GUTTER 15 1 1/2" SQ., 2' SO., I II II OR 2"x3" LATTICE IAPMO ER# 0105 DATE:425/2011 SCALE: NONE Q 3" O.C. MIN. UNTO a"O c�yt(,a� (SCREWS BRACKET TO RAFTER f0, 20 630 psf Qom•.•' "' i. 11/2" MIN. THOMAS I.• •.� HORIZ WIND = 50, 100 8 110 MPH 5208 ALPINE AVE., SACRAMENTO, CA 96825 (515)452-7021 FAX 403-1515 eefw@dmh m.cwn CAMPBELL oQ o ExP. Z (4) - #14 x 3/4"TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS BRACKET TO BEAM . 18 "U" BRACKET -RAFTER TO BEAM DRAWN BY. E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO ER# 0105 DATE:425/2011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TO POST f0, 20 630 psf OURALUM PRODUCTS, INC. I REVISED BY: RANCHO CUCAMONGA. CA (551) 741-2107 ATTACHMENT HORIZ WIND = 50, 100 8 110 MPH 5208 ALPINE AVE., SACRAMENTO, CA 96825 (515)452-7021 FAX 403-1515 eefw@dmh m.cwn SHEET 13 OF 33 SPLICE Dr -TAILS 11 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT R, g• ��E STh4q 3' 1 3' 24" •�••... • '9 (2)#10 S.M.S.(8 EA. HOMAS I.•••.� VALLEY. TYP. (910 OTN S II #12 S.M.S. I AMP . ELL � O TYP. THICKNESS -.036 Vw 6.38• (24 TOT TYP. THICKNIOS =:035' p 3 ! II II d + + + • �� b f, ° ++ ++ °++ +j IL a� �® ALUM. ALLOY 3004-H3 ALUM. ALLOY 3004-H36 • • i . •' OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED 11 I(N ALTERNATE INTERIOR BAYS OTE: USE SIMPLE SPLICE ONLY T ANY LOCA ION ENOTE: FULL MOMEXXCE TSPLICAT ENDMAY08AYU SPLICES - ROLLFORMED & EXTRUDED FASCIAS (� NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C.SPLICE (ONE SIDE OF WEB) MAY BE USED. I- SPLICE WHERE OCCURS .070" TYP. ALUM. ALLOY 6063-T6 16" 1• 4" 1 -BEAM T -0" - MOMENT C-SPUCE -0"MOMENTCSPUCE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. I-- A' I I � SPLICE WH OCCUI ALUM. ALLOY 6083 -TB 7" I -BEAM mnWFNT r_QcI Ir= No. NOTCH I -BEAM FLANGE 48EAM ALUM ALLOY AS NEEDED TO CLEAR (8081 -TB) ALTERNATE I SO. POST,CONNECT WEB STL. C -BEAM TO POST W/(2)-i/2-0THRU-BOLTS SO.POST BEAM TO POST CONN. A� #12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS ® 8'O.C, MAX. STAGGER IN BEAM PANEL 4'x3' ALUM. '1' SM. OR 7'X4' ALUM. 'I' SM. POST, SEE SCHEDULE 1/4'0 M.B. BEAM BRACKET 2- 318'0 M.B. THRU STL. T BRACKET TO POST. ALTERNATE BEAM TO POST CONN. DRAWN BY E.N. DATE 4f28f2011 TOM CAMPBELL 8 ASSOCIATES, INC. . LIVE LOAD = PA71 COVER SYSTEM AS MFG. BY: IAPMO ERN 0188 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM SPLICE DETAILS 10, 20 6 30 psf OURALUM PRODUCTS, INC. REVI6E0 BY: RANCHO CUCAMONOA, CA (9S1) 741-2107' HORIZ. WIND • 6269 ALPINE AVE., SACRAMENTO, CA 96628 e0,100 a 110 MPH (916) 462-7021 FAX 403-1610 .etes@du Wm.a n SHEET 12 OF 11 DOUBLE RAFTER CONNECTION DETAILS TOM CAMPBELL 8 ASSOCIATES, INC. BEAM TO POST CONNECTION 2'L8' NOMINAL LEDGER F (NEW OR EXIST4NG) NONE SCALE: NONE JDO&110 SPLICE TO LATTICE 10, 208 30 psl DURALUM PRODUCTS, INC. /)BEAM JOCCUR DIRECTLY OVER 5/8'0 PLASTIC I 1 1/2' OR 2"LATTICEQ�OfES$/�\ #8 S.M.S. !, WWF( 6 SCREWS POST. NOT PERMITTED PLUG WHERE I @ 2 -POST UNITS ALTERNATE DOUBLE RA ER- e1` � PER IDE SCREW IS INSIDE I BOLT CONNECTIO7/1 PLAN 2 SHEET 14 OF 33 5" #14 SMS MAY ALTERNATE: ND. 37'94 -I BE USE AS S.M.S. EACH 3.5" 3.5" ALTERNATE TO RAFT RAFTER TO COL. CONNECT. (8 -TOT.) 3.5" 1 /4"0 BOLTS 3.5' 5„ 8' BEAM 1" a OR ❑4 4.10 6' 6414 SMS 3'x TL.POST (24") ° ALTERNATE INSERT ATTACHED OR (2)-2x8.5" O 3"x 3"STL.POST COLUMN (2}3'x "HF FOR FREESTANDING (2)-112.80 - 2'x 6.5" SIDEP 1 DBL. RAFTER / DBL. HEADER CON #8 S.M.S. EACH SIDE r— LATTICE 1 1 I OR 2" w" EACH SIDE 1 6 1120 SIDEPLATE EA. Elit SIDE SEE POST SCHED. #14 SMS EA. SIDE • •.� OP, MID HEIGHT TH MAS 1, .•`� AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES CAU PBELL1. t BEAM TO POST CONNECTION 21 POST SCHEDULE M. x.032'+ (2)-2" x 6 1/2"x.024" 3" SQ. x.032"+ (2)-2" x 61/2" x.032" (6)-#14 S.M.S. EACH SIDE. a W/ (6)#14 S.M.S. EACH SIDE. E ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. 2"4.5" OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT ALTERNATE: (2} #14 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) ALTERNATE: (2)- 2x8.5" OR (2)-3"x8" HEADER ALTERNATE: A 3'x3"x0.024" (1) - 1/2• BOLT OR CONNECTOR (2)- #14 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. 20 EXISTING SHEATHING 2'x8 JJ'x0.024" ALUMINUM MEMBER TOM CAMPBELL 8 ASSOCIATES, INC. WITH WOOD FILL OR 3 2'L8' NOMINAL LEDGER F (NEW OR EXIST4NG) (2) SIMPSON SOS25600 Z --'� EXISTING 1' STUCCO OR EQUAL 2.5' PENE. INTO EACH WOOD STUD EXIST. STUCCO / LEDGER ATTACHMENT DETAIL 22 DBL. 3"X8"X.042 BEAM OR DBL. 2'X6.5"X.032" BEAM `— 5/8" 0 ACCESS HOLES INSTALL 6 - #14 X Y4- 3" SQ. POST LONG SDS @ EACH HEADER TO COLUMN (12 FASTENERS PER CONNECTION) DOUBLE HEADER TO COLUMN DETAIL 23 DATE:: / TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD • PATIOCOVER SYSTEMMFG. BY: ]DRAWNBY:E.N. IAPMO ERN 0195 NONE SCALE: NONE JDO&110 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10, 208 30 psl DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONOA, CA (931)7d1.2107 CONNECTIONS HORIL WIND • 8289 ALPINE AVE., SACRAMENTO, CA 55928 MPH (919)452.7021 FAX403-ISIO seles(Iduwahse. SHEET 14 OF 33 MINIMUM NUMBER OF REQUIRED COLUMNS FOR ATTACHED OPEN LATTICE & SOLID COVERS DRAWN SY: E.N. 5o 2"X6.5"X0.024" SIDE PLATES POST 10 LIVE LOAD • 5o IAPMO ERq 0195 2"X6.5"X0.032" SIDE PLATES POST Q COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 90 MPH 100 MPH 110 MPHy 90 MPH 100 MPH 110 MPH EXP. B EXP. C EXP. B I EXP. C EXP. B EXP. C EXP. B I EXP. C EXP. B EXP. C EXP. B EXP. C 4' 2 2 2 2 2 3 4' 2 2 2 2 2 2 5' 2 2 2 3 2 3 5' 2 2 2 2 2 2 6' 2 3 2 3 3 4 6' 2 2 2 2 2 3 7' 2 3 3 4 3 4 7' 2 2 2 2 2 3 8' 3 3 3 4 4 5 8' 2 2 2 3 2 3 9' 3 4 3 5 4 6 91 2 3 2 3 2 4 10' 3 4 4 5 4 6 1'0' 2 3 2 3 3 4 11' 4 5 4 6 5 7 11' 2 3 2 4 3 4 12' 4 5 4 6 5 7 12' 2 3 3 4 3 5 13' 4 5 5 7 6 8 13' 2 3 3 4 3 5 14' 4 6 5 7 6 8 14' 3 4 3 1 4 4 1 5 15' 5 6 5 8 6 9 15' 3 4 3 5 4 6 THE MINIMUM NUMBER OF COLUMNS SHOWN IN THE TABLES ABOVE REPRESENT TYPE D COLUN DETAILED ON SHEEN' 8 �_AGINEEq 144 THOMAS I. ••. • CAMPBELL °�0 • 2r • m :c. C L a • , w DRAWN SY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD • PATIO COVER SYSTEMAS MFG. Y: IAPMO ERq 0195 DATE: 4/26/1011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING MINUMUM 10, 20 8 J0 f DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 REQUIRED COLUMNS HORR. WIND • 90, 1006170MPN 9299 ALPINE AVE., SACRAMENTO, CA 95929 (919)452-7021 FAX402-1SIOs91es®demNm.com SHEET 15 OF 33 10# L.L. 1D00 FREBE STANDING & ATTACHED SOLID PATIOS IAPMO ER>3 0185 12' OR LESS EXP. DURALUM PRODUCTS, INC. B & C REVISED BY: RANCHO CUCAMONGA, CA (951) 7N-2107 BL.} 2MP5H 3"x8" BEAM 8288 ALPINE AVE., SACRAMENTO, CA 85828 I DBL. 3x8 x.042 BEAM d MPH - 3x8I BEAM WINSERT DBL. 3x8, BEAM p EACH W/ A 3"x8" STL. INSERT } 5 m MAX.COL. SPACING MAX.POST SPACING MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND A17ACHED 5 MIN. FTG. POST (IN.) G' MIN, POST }r ON SLAB FOR DBL. FOR 3" x 8" 2'x8.5'x.032" BEAM (SPAN) FTG MIN. FTG• MIN SPACING (SPAN) FTG. MIN FTG. MIN. SPACING FTG .MIN. FTG.MIN. mo 3 TYPE (IN TYPE (IN) TYPE (IN•) TYPE; (IN-) TPOSTYPE (IN.) -POSTTYPE (SPAN) (IN.) POST (IN') POST 4' 17'-0" 12'-21 12'-411'-1^ 30 (j 1 21 B 17'-5'5,_9" 33 G 2123 B 22 20'-5^ 35 G 2 B' TYPE 26 TYPE 10'-19 11'-09'-11" 26 8'-�1, 39 G 9 B 4' 5' 13'-7" 10" 29 G 2 22 B 15'-714,-1" 32 G Z272_ 4 B 20'-18,-3•, 34 G 2 27 B 28' S'-10" 38 G 2 30 B 6' 11'-4" 10'-0"9-0" 10'-1"9, 29 G 20 B 14'-3" 31 G 23 B 18'-8" 25 B 26'2" 28 E B 5, 1„ 2 12'-10' 25 18'-8" 34 G 27 C 23'-7" 37 G 31 E , 6 7' 9'-8" 9'-3" 84" 9,�" 8' 5" 28 G .2123 B 13'-1'1'-11" 31 G 2 26 B 17'-''5 33 G 26 B 24._ 1.'-10" 36 G 2 32 B 8' 8'-8" 81-9" 2123 12'-4 5" C E 7. 8'-6" 7�-9" 7,-10" 28 G` B 1,-1" 30 G 2 26 B 16'-04.6" 32 G 2 29 B 22' 20'-5„ 35 G 2 32 B 8 9 7 -7' 8'-2" 8'-3" 28 G 22 B 11'-7 30 G 24 B 15'-1" 32 27 E B 21'-4" 30 E E 7'-2" 7'-5" 24 10'-6" 27 13=8" G 29 E 19'-3" 35 G 33 F 9 10' 6'-9,. 7'-9" 6' 6^ 7'-10"6, 9" 29 G 2 24 B 11'-09'-11" 29 G 2 27 B 14'-4"2_11" 31 G 27 B 20-18'_3" 34 (j 3134 E 7'-1"5,-11^ 7'-5" 0 E F 10, 11' 6'-2" 6' 2" 30 H 2 25 B 10'-6"9,-6" 30 H 2 B 3'-82�" 31 H 2830 B 19'-4"7.5" 34 H 3134 E 6'-6" 7'-1" 2 26 E F 11' 12' 5'-8.. 5�_5" 30 H 25 B 10'-1°9,-1" 30 H 2 B 3111'-10n 31 H 2 31 g 18 34 H 132 E 6'-0" 6'-10" 23 28 E 16' 8" 5 F 12' 13' 5'-2" 5' 0" 5'-3^ 31 H 25 B 9'-8" 8'-9" 31 H 26 B 12'-7" 31 H 28 B 1T-96,_0" 33 H 325 E 5'_7" 6'-7" 23 28 11'-4" 31 E F 13' 14' 4'-10" 4'-8" 4'-10" 32 H 26 B 9'-4" 8'-5" 32 H 26 B 12'-1 32 H 29 g 7-2 33 H 32 6'-4" 24 29 10'-11" 32 E 15'-5" 35 15' 4'-6" -- 4' 4" d'-8" 32 H 26 B 9'-0" 8'-1" 32 H 27 B ill 8" 32 H 29 B 18'-7" 33 H 33 E 29 10'-7" 32 E 14'-11^ 36 THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS SCOLUMN ELECTED OR THE MAXIMUM POST SPACING SHOWN FOR THE r_ tiA.r� �• ROFE _. (' 'I �INEE6 ' v NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING v� THOMAS I, 6 CAMP ELL a nA CI IL �nY4 Ill.- O I*Rb i FIGURE INDICATES EXPOSURE B ja v FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C. DRAWN BY: DATE: 428' E.N.E.N 011 TOM CAMPBELL 8 ASSOCIATES, INC. SOLID PACING TABLE' POFREESTANDINO LIVE LOAD" PATIO COVER SYSTEM AS MFG. BY: IAPMO ER>3 0185 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 6 30 pef DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA, CA (951) 7N-2107 AND ATTACHED HORI HORIZ WIND" IN 8288 ALPINE AVE., SACRAMENTO, CA 85828 I 10 N L.L. 100 MPH d MPH - (918)452-7021 FAX 403.1519 s9Ias@dmalum.o"m SHEET 19 OF 33 10# L.L. 100 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C 17'-0" 13'-0" 6.5" ROLLFORM 1 4" I -BEAM 20 4.5" / MAG GUTTER 15'-5" 3" SO. STEEL BEAM 7" I -BEAM 20 B MAG BEAM 31 G 20 B 11'-1" 29 MAX.POST FREESTAND - ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED 5 a MAX.COL. 22 SPACING ON SLAB SPACING (SPAN) (PCS) (SPAIN ING SPACING (SPAN) SPACING (SPAN) FTG. FTO. MIN.TYPE G POST FTG POST POSTFTG. MIN, FTG MIN. FTG MIN. FTGPOST. MI FTG MIN. FTG. MIN. 21 B 12'-e (IN.) TYPE (IN.) B 10'-4", (T N) TYPE (IN.) TYPE 23'-3", (IN.) TYPE ON') TYPE (IN.) TYPE (IN.) TYPE (IN.) POST (IN.) POST 4' 17'-0" 13'-0" 31 G 20 B 15'-5" 32 G 20 B 13'-10" 31 G 20 B 11'-1" 29 G 18 B 26'-0" TYPE 24 TYPE (915) 452-7021 FAX 403-1519 •e a$@dumkim.00ln SHEET 18 OF 33 21 13'-11" 22 12'-5" 22 10'-5" 20 23'-5" 36 G 27 B 5' 13'-7" 11'-9" ° 30 G 20 B 13'-10" " 31 (� 21 B 12'-e 30 (� 20 B 10'-4", 29 (� 19 B 23'-3", (� 25 B 10'-8 22 12'-5 23 11'-2 " 22 9 -8' 21 21-0" 35 28 E 6' 11'-4" 10'-9" " 29 G 21 B 12'-7" 30 G 22 B 11'-0"�_ 29 (� 21 B 9'-8" 28 (� 20 B 21'-3" 26 B 26 9'-9 23 11'-4" 24 9 9 . 23 9 -1" 22 19 -2" 35 G 28 E 7, 91-8 10'-0" 29 G 21 B 11'-8" 30 G 22 B 10'-5" 29 G 22 B 9'-3" 28 G 21 B 19'-8" 27 8 8 -4 23 10'-6" 25 8 -4" 24 8 -4" 23 17'-9' 34 G f 29 E 8' 8'-6" 9'-4" , ° 7 28 G 22 24 B 10'-1 " 29 G 23 B 9'-9" 28 G 22 B e'-10" 28 G 21 B 18'-4" 33 G 27 B -4 9'-8° 25 7'-4" 24 7'-4 23 1 B'-7" 30 E 9' 7'-7" 8�_9e 28 G :22 B 10'-3" " 29 G 23 B 9'-3'6 28 G 2 25 B 8'-5"6 28 G 22 B 17'-45.8" 33 2 E 6'-6" 8 -7 26 6 " -6" 4 G 30 F 10' 6'-9" '-1U" 29 G 23 B 9'-4" 29 tG 24 2 B 8'-65'-10" 29 G 2 25 B 8' 29 G 22 B 161-5"4'-10" 2 E 5 28 5'-1d" 4 32 G 31 F 11' 6'-2^ 7'-9 - 30 H 23 B 8'-5"7,_1" 30 H 2 B 7'-9"5,-4.. 30 } 2325 B 7'-8"5.4" 30 H 23 B 15 =64 H 29 E 5 26 25 -2" 32 31 F 12' 6-8" 7,-1 30 H 2 26 B T-9"6,-5" 30 H 24 B - - - - - T-1 30 H 3;2-15 B 15'-0" 32 H 29 E 4'-10 7 4'-91) �- " 6. F 13' S'-2" s' -7'4,-s" 31 H 24 26 B 7 -2's' 31 H 2 B - - - - - 6- 7" 31 B 14'-53� 31 H 2932E -o^ 27 4,_6" 2 F 14' 4'-10" 6-1" '2"26 32 H 24 B 6'-8" 32 H 25 B - - - - - 32 tH2s B 13'-11"0 32 H 30 .E 5'-6"28 [6--l' 4,_2• 12'-6" 33 F-8"24 4 6' 32 H B 6�-25 32 H 2 28 B - - - - - '_8" 32 13'-5" E15 3'-11" 27 _2• 141.11 , B ,�,_," 32 H30, * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN AV THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. ND7E" FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 8" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 26 FOR FREESTANDING EER""ll* ` G131 *f �-' THOMAS I 0" 41 CAMPBELL � •z w m • FIGURE INDICATES EXPOSURE B 61 it FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. DATE: 020011 TOM CAMPBELL&ASSOCIATES, IN C. SOLID POST SPACING TABLE IIVELOAO- PATIO COVERSYSTEMMPG. BY: IAPMO £RN 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 630 p•f DURALUM PRODUCTS, INC. REVISEOSY: RANCHOCUCAMONGA,CA (951)741-2107 ANDATTACHEO HORIZWIND • 6269 ALPINE AVE., SACRAMENTO. CA 95828 1O q L.L. 100 MPM 90,100 6110 MPH (915) 452-7021 FAX 403-1519 •e a$@dumkim.00ln SHEET 18 OF 33 January 5, 2012 Ron Cull Duralum Products, Inc. 2485 Railroad Street Corona, California 92880 Subject: S.E. Stamp for Terence J.. Cavanagh, S.E. Dear Ron: Please be advised that your FBH plans have Terence J. Cavanagh's S.E. seal which expired _on.1-2!31/,1-1�-This. s 3:comm- on -occurrence as.the FBH plans are renewed..ev_ery_ 3 years while Mr. Cavanagh's S.E. seal is renewed every 2 years. Please be assured that Mr. Cavanagh's S.E. license has been renewed and the new expiration date is 12/31/13. It is our understanding that the FBH- plans are valid documents for the duration of the 3 year cycle (which is dictated by the State) regardless of the expiration date on the seal for the _.- Engineer of Record (EOR). Obviously, this assumes the EOR license was valid when the FBH plan was approved by the State. I trust this will resolve your issues with California Building Officials regarding Mr. Cavanagh's expired seal on FBH plans. Please let us know if you have further concerns regarding this matter. _ Sincerely, FESS/pN c S3107 y9im ,.,. erence� .Cavanagh, S.E. * EXP. 12131/2013 TIC and Associates, Inc. Gl Cagy* TJC:jdf file: 807008 r - U:\2007\807008 - DPI -S, OURALUM (SACRAMENTO)\8070088 - DPI -S, CONSULTATION-MISR807008 - LETTER RE OL SE STAMP ON FBM PLANS 2012010S.DOC 01/06112 Page 1 of 1 •ICRAL NOTES AHID SPECIFICATIONS: 1) THE FOAM CORE ROOF PANELS DEPICTED WITHIN THIS DRAWING ARE INTENDED FOR USE ON RESIDENTIAL PATIOS AS REGULATED BY APPENDIX I OF TIME 2010 CALIFORNIA BUILDING CODE, APPENDIX H OF THE 2010 CALIFORNIA RESIOENTAL CODE OR ON MOBILE HOME AWNINGS AS REGULATED BY TITLE 25 OF THE CALIFORNIA AOMIMSTRATIVE CODE. 2) MATERIALS: a) INTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS FOR 2105•H26 ALLOY AND TEMPER THICKNESS OF SKIN SHALL BE AS SHOWN IN THE APPROPRIATE ALLOWABLE SPAN TABLE. THE UNEXPOSED SIDE OF THE INTERIOR METAL SKIN SHALL HAVE A BONDING MATERIAL COMPATIBLE WITH THE ADHESIVE DEFINED IN 2d. PAIR ON OUTSIDE SURFACE OF METAL SKIN SHALL BE POLYESTER AS SPECIFIED IN THE QUALITY CONTROL SYSTEMS MANUAL b) EXTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS FOR 3105-H26 ALLOY ANO TEMPER THICKNESS OF SKIN SHALL BE AS SHOWN IN THE APPROPRIATE ALLOWABLE SPAN TABLE THE UNEXPOSED SIDE OF THE EXTERIOR METAL SKIN SHALL HAVE A BONDING MATERIAL COMPATIBLE WITH THE ADHESIVE DEFINED IN 2d. PAINT ON OUTSIDE SURFACE OF METAL SKIN SHALL BE POLYESTER AS SPECIFIED IN THE QUALITY CONTROL SYSTEMS MANUAL. C) THE FOAM CORE SHALL BE AS DEFINED BELOW AND HAVING A NOMINAL DENSITY AS SHOWN IN THE ALLOWABLE SPAN TABLE: 0 PREFORMED EXPANDED POLYSTYRENE BOARD (EPS), AS MANUFACTURED BY ONE OF SEVERAL RECOGNIZED MANUFACTURERS SPECIFIED IN THE GUAM SYSTEMS MANUAL THE FOAM SHALL MEET THE REQUIREMENTS FOR CLASS I MATERIAL PER TABLE "OF THE 1997 UBC. 7,(E FOAM PLASTIC IS CLASSIFIED AS TYPE 1 FOAM W ACCORDANCE VAIN ASTM 0578. d) THE COMPONENTS ARE BONDED TOGETHER BY AN ADHESIVE DESIGNATED AS EITHER MORAD M4850 SERIES, A PROPRIETARY ADHESIVE MANUFACTURED BY ROHM AND HMS COMPANY, AND RECOGNIZED UNDER ICC ES ESR -1021, OR ISOGRIP SPSO50D, A PROPRIETARY ADHESIVE MANUFACTURED BY ASHLAND SPECIALTY CHEMICAL COMPANY AND RECOGNIZED UNDER ICG ES ESPW I10. THE ADHESIVE IS A CLASS Z, TYPE 11. STRUCTURAL ADHESIVE, UNDER IOC ES ACOS. 3) THE MANUFACTURER OF ANY COMPONENT CITED IN REM 2 ABOVE SHALL PROVIDE CERTIFICATION WITH EACH SHIPMENT THAT ALL COMPONENTS PROVIDED WITHIN THE SHIPMENT CONFORM TO THE APPLICABLE SPECIFICATIONS) AND/OR OEFINITION(S) OUTLINED ABOVE. 7) THE MAXIMUM ALLOWABLE SPAN, FOR A GIVEN APPLIED LOAD SHALL NOT EXCEED THE SPAN PROVIDED IN THE'ALLOWABLE SPAN TABLE FOR SAID LOAD. EXTRAPOLATION OF THE INFORMATION PROVIDED IN THE ALLOWABLE SPAN TABLE 18 NOT PERMITTED. 5) PANELS SHALL BE CONTINUOUS IN THE DIRECTION OF SPAN WITH NO TRANSVERSE JOINTS. B) THE SUPPORT AND STRUCTURAL ATTACHMENT OF THE SUBJECT PANELS SHALL BE SUBSTANTIATED BY EITHER APPROVED EVALUATION REPORT PLANS OR STRUCTURAL PLANS APPROVED BY THE GOVERNING JURISDICTION. THE GOVERNING JURISDICTION SHALL CONFIRM THAT SAID PIANS ARE INTENDED FOR USE WITH THE DESIRED PANEL � LOADS AND SPANS FOR EACH SPECIFIC PROJECT. 7) ALL PANEL EgdE3 SHALL BE SHIELDED IN ALUMINUM SECTIONS. ALL INTERFACES BETWEEW THE ALUMINUM SECTIONS AND PANEL SHALL BE CAULKED WRIT APPROPRIATE SEALANT. . S) METAL PANEL FASTENERS SHALL BE STAINLESS STEEL OR ALUMINIZED, HOT -DIP GALVANIZED ORELECTROOALLVANIZED STEEL 9) AN IDENTIFICATION DECAL WITH DEPARTMENT OF HOUSING INSIGNIA AND MANUFACIURER•B IDENTIFICATION NUMBER SHALL BE LOCATED AT ONE END OF EACN PANEL 10) FASTENERS SHALL BE 817 SELF-TAPPWO BMS AND P O.D., BEAL WASHER WITH NEOPRENE' INSERT. THE FASTENER LENGTH WILL BE I' LONGER THAN THE PANEL WIDTH ALLOY AND MINIMUM THICKNESS OF HEADER SHALL 8E 6083•T6 AND 0.072 INCHES RESPECTIVELY. 11) STRUCTURES INCLUDED WITHIN THIS PACKAGE SHALL NOT BE ATTACHED TO -SINGLE COAT STUCCO SYSTEMS. 12) SNOW LOADS PRESENTED WTMN THESE PLANS ARE -EQUIVALENT UNIFORM SNOW LOADS. CONSIDERATION SHALL 8E GIVEN TO SITE SPECIFIC CONDITIONS INCLUDING, BUT NOT LIMITED TO, DRIFTING AND SLIDING SNOW. 13) PUNS ARE CONSIDERED NULL AND VOID IF THEY 00 NOT CONTAIN ORIGINAL SEAL AND SIGNATURE (W BLUE WK) BY THE ENGINEER OF RECORD (EOR) OR THE FACTORY BUILT HOUSING APPROVAL STAMP. 14) PLANS HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E105 AND NAVE BEEN OEIERMWED TO MEET THE CONDITIONS OF ACCEPTANCE FOR A'CLASS S' RATING. 15) UNLESS OTHERWISE NOTED, THE SCOPE OF THIS DRAWING PACKAGE IS UmnO TO THE STRUCTURAL ASPECTS OF THE SUBJECT PANELS. NONSTRUCTURAL REQUIREMENTS OF THE GOVERNING CODE ANO LOCAL JURISDICTION SHALL BE ADDRESSED BY THE MANUFACTURER AND/OR CONTACTOR LENGTH (SEE ALLOWABLE SPAN TABLE) YINSIGNIA NCOICALIF TYPICAL ROOF PANEL Rn VISIT WWW.TJCAA.COM/LINKS.HTML TO CONFIRM LATEST REVISION OF PLANS HAS BEEN SUBMITTED. PLAN # IS: 807008 CA -LRP -2410 ADHESIVE (NOTE 2d) FOAM CORE EXTERIOR FACE (NOTE 2c) (NOTE 2b) ' ADHESIVE INTERIOR FACE (NOTE 2d) (NOTE 2a) PANEL INTERIOR DETAIL /*'-A� NTS EXTERIOR SKIN INTERIOR SKIN I PANEL EDGE DETAIL t7B'), NTS .q cW m u E E 0 xv d.x'g 0z o r- un°>� <V WONBS N OJ to o Q p z �Oi! RI B Off, p� E>r.2_o_oR�u S W m O C`O>,y'na'mc LL p LL Q mrL,=)-.E �1 aaGi0-1m 3 WCal .+�S o004 C t. N0000> o �, h• 0 2 0 ►- W J ga - iy7 e 0 E> u•Du aOm�wEcry 11 0j o cQ2 tl �/ C ILL - d Yv` Mppg Q L` d 4) aN O CL a E Um. N:V IL (L-aacI-so nI a) � c- U Q F Q y>.yHv SE �m p ¢ O U �CV.ao�r l" c ~ O J Q g C'c w E - 2.� .`- c o > O o 2V a°c'�pc� Q n IL V 6 V TO EMnu� C EA C� Q 0.' CH C '� E �m c$�Sco Q m x Io 3107 3 I �(-G S12/31/11 V IF HOT WMBLUEWK WEFDNEDDOCUMEWTHAS Eh'SIGNED OSSEO CORPORATE SEAL landing Type --I 15 Psf 20 Psf 25 psf 30 pd 35 pd 40 pd 45 psf 50 pd 55 psf S.op a (Per Fopt Fastener Spacing Irl I IS' I I1" I 9" I 8" I 7" I 6" I 6"- I 6' I 5" I 5" I it for uplift wind load: Not lax • Roof panelsare IrtenRetied forum with a Patlo Enclosure as defined In Appendbl Chapter I of the 2009 International Building Code, Appendix Chapter Hof the 2009 International sidential Cade, Appendix Chapter I of the 2010 California Building Code and Appendix Chapter M Code. of the 2010 California ResMentlel - The Applied Pressure for Design (column headings) shown In the table Is an-equlvalent- uniform road. Consideration shall be given to bad to mbinations presented In the Code and site specific conditions such as, drifting and sOdlng snow. Hoer determination of the applied pressure, the allowable panel span Is determined for each load type using the greatest calculated pressure for all load combinations which Include the sPedRc load type. This preaas U repeated for each of the four (4) load types. The minimum aflowable span calculated for each of the 4 load types shall be the'Allowable Span' used for the proposed application. - Unless ache"'' noted, the maximum ewe pmjectlon of the mof system is 24•Indhes. In Panel ll el Spaam basad on a maximum temperature differential between the two panel skint of 10 degrees fohrenhelt. Irl Fadmers shell be ♦ 14 ams with 1.0' O.D. plate washer and neoprene Insert Length of fastener shell be at lead 1 Inch longer than Roof Panel thickness. Alloy and minimum tNdman of header shall be 6063-T6 all 0.062 Inches, respectively. Minimum panel slopes am based an panel dellectlon spy. Increased slopes win be required where panel accessories, such a mullions; or flashing , con Increase pondng mused by Irmgukddes In the water flow path. Ire when panels am subject to maintenance loads (as deftned In the Code), maximum span shall be limited to 16-4' or that Indicated In the span table, whichever Is less. Notest nit - Roof panels am Intended for use with a Patio Enclosure as defined In Appendix Chapter I of the 2009 International Building Code, Appendix Chapter H of the 2009 International Residential Code, Appendix Chapter i of the 2010 California Building Code all Appendix Chapter H of tw 2010 Cellfomla Residential Code. • The Applied Pressure for Design (column headings) shown In the table Is an •equivalent' uniform bad. Consideration shall be given to load comit"ations presented In the Code and site specific mMiUom such as drifting and sliding snow. After determination of the applied pressure, the allowable panel Wan Is determined for each load type using the greatest calculated pressure for all load combinations which Include the 57edflc load type. This Process Is repeated for each of the four (4) load types. The minimum allowable span calculated M each of the 4load types shat) be the 'Allowable Span' used for the proposed application. - Unless otherwise noted, the maximum ewe projection of the and system Is 24 -Inches. InPanel Spam are based on a maximum temperature differential between the two panel skins of 10 degrees fahrenheit. Irl Fasteners shall be a 14 sms with 1.0' O.D. plate washer and neoprene Insert Length of fastener shall be at leas I Inch longer than Roof Panel thickness. Alloy and minimum thickness of header shall be 6063•T6 all 0.062 Inches, respectively. I'I Minimum panel copes am based an pall deflection only. Increased slopes wig be required where panel accessories, such as mullions or flashing , an cr Inease ponding mused by Irregularities In the water flow path. resin When panels am subject to maintenance loads (as defined in the Code), maximum span stall be limited to 20'-O' or that Indicated in the span table, whichever Is less. VISIT WWW.TJCAA.COM/LINKS.HTML TO CONFIRM LATFST PFVIa1nM nc 01 ahfe uAo taecan 9 H1 NOW 91e;I O .0 W SH O O� �F v�LQ C9 Fig,noaC6 a Z OVr u—_Z ac cow 9PuIbog6i.I W I O 3 It a go X0 Q aag,0oot„ �� c a o 'I � 0 f— ell R olY "..o's W O J fON .N L✓ m =2up,e 4I a —_ CL} eEy 1 1 Q tv a 01, U. ra 1 N F m T'yU�CE1'oC U ct:i Z a O a wE9"2g�gaS5 > E W.2 69. 10 0-2m -Z > o i o' lz 0 a V °Cwwc$ a y a g_WC a a lith pqQ�Nt pIL f� a o A a FL°ei we a ~v .— 3)03 D eP�