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12-0609 (PAT)T r. P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 "Application Number: 12-00000609 '-Property Address: 81295 JASMINE CT APN: 764-280-999-34 -300236- Application description: PATIO COVER - RESIDENTIAL Property Zoning: MEDIUM HIGH DENSITY RES Application valuation: 2341 Tiht 4 4 Q" Applicant: Architect or Engineer: n X�� ------------------ LICENSED CONTRACTOR'S DECLARATION BUILDING & SAFETY DEPARTMENT BUILDING PERMIT 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: A License No.: 770843 i Date: /Zr Contractor:- �y OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: ( ) 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 I, 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 _ 1 I am exempt under Sec. BAP.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/01/12 Owner: BOWERS RESIDENCE 81295 JASMINE COURT LA QUINTA, CA 92253 Contractor: P[. JUN I LIFETIME PATIOS S p� q PO BOX 5806 0A 2012 LA QUINTA, CA 9 24 (760) 772-0001 CITYOF! AQUINTA Lic. No.: 77084 FINAiAMICflCOT ------------------ 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 MARKEL INS Policy Number MWC002486201 _ 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 forthwith comply with those provisions. Date:�jfApplicant: WARNING: FAILURE TO SECURE W OMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PEN* IES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS 1$100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being _ performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that) 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 of this county to enter upon the above-mentioned property for inspection purposes. Date: Signature (Applicant or Age Application Number . . .12-00000609 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 54.00 Plan Check Fee 35.10 Issue Date . . . . Valuation . . . . 2341 Expiration Date .11/28/12 Qty Unit Charge Per Extension BASE FEE 45.00 1.00 9.0000 THOU BLDG 21001-25,000 9.00 ------------------------=---------------------------------------------------- Special Notes and Comments WEATHER WOOD SHADE STRUCTURE OPEN LATTICE 176 S.F. = --------------------------- Other Fees . . . .. ------------------------------------------------ .. . . . . BLDG STDS ADMIN (SB1473) 1.00 Fee summary Charged ---------- Paid Credited -------------------- Due ----------------- Permit Fee Total ---------- 54.00 .00 .00 54.00 Plan Check Total 35.10 .00 .00 35.10 Other Fee Total 1.00 .00 .00 1.00 Grand Total 90.10 .00 .00 90.10 ' LQPERMIT Bin Permit # Projec 2 A: P. Number. Legal Description:" Contractor L ��111/1•C.as. City of "La Quinta Building 6: Safety Division .. P.O. Box 1504,.78-4'9-5 Calle Tampico " La Quin6jrC;A 92253 - (760) 777-7012 " • Building Permit Application and Tracidng Sheet 0wner's Name: Address: .. , LI ' "City, ST, Zip:LA Telephone:~ �l Address: ( ' G� Project Description: . City, ST, Zip: Telcphone: (iG • —% c0r& Construction Type: Yp occupancy: Project type (circle one): New Add'n • Alter Repair Demo Sq. FL: jL.# Stories• #Units State Lic. # 3-'77G.�"u3 .City tic. #: 3251 Arch., Engr., Designer: Address: .City, ST, Zip: Telephone: State Lic. #:`"".rk K,• �, �x . `::...��.: Name of Contact Person: Telephone # of Contact Person: Estimated. -Value of Project: a APPLICANT: DO NOT WRITE. BELOW THIS LINE # Submittal Req'd Recd TRACKING p FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truis Coles•Called Contact Person" Pian Check Balance Energy Calcs. Plans picked up Construction ai Flood pin plan Plans resubmitted Mechanical Gradingpla. 20d Review, ready for corrections/usue Electricid Subcontactor List Called"ContactPerson Plamliing "Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 'd -Review, ready for correctionsfissue Developer impact Fee Planning Approval Called Contact Person AXpp. Pub. Wks. Appr Date of permit issue School Fees �- Total Permit Fees ! UIIII I IIIIIIIIIIIIUIIIIIIIIIIIIII 11111111111111111IOUP IIIIIIIIIIIIIIIIIIIIIIIIIIII I UIIIIII'IIIIIIIIIIIIIIIIIIIIIIIIIII' ! -- _ IIIIIIIIIIIIIIIIIIIIIIIIIIIII 111,11,111' —_ __ ul II II• p I �! I lii _ - DII�IIIIiIIIIdIIIdID ,. � IDIIIIIIIIIIIIIIIIIIIIIIIIII IDIIVIIIIIIIIIIIIIIIIIIIIIIIIIIII _-- ID�IIIIIIIIIIIIIIIIIIIIIIDI IuIIIIiIIIIIIIIIIIIIIIIIIVIIIIIIII , � ��IIIIIIIIIIIIIIIIIIIIIII� 1111111111111111111111111111111iIV� — _ PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 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AS SIGN SUMPTW� $: — — p1 pIIII�IIIIIIII�� I- p@II�IIIIIIIII�I�� 3LIIIMINIMUaLBLIti�1LdC HEIGfaT (AVERAGE): Y IIIIIIIIIIIIIIIIIuIIIIIII�il�llll uIII��IIIIIIIIIIIIIIIIIIIIIU�I�ill�i�illl MINIMUM IYE WSW C LEAST30'= _ ,,,�,,, IL l0�o-1 11111 11111P OOF BEAMS C _TOn U OVER ONE=INTER RFt T COLUMNIONLYSHALT=BEE P ED 11THISCy MS TINOLIS=OVER ICOLUMNS DO N'OT REQt9I(ZEPING.I��I IIIIIIIIIIIIIIIIIIIIIIIIII111II11111�IIIUO+' IIMRIC,1118ASED ON SPAN TABI IT �iE'IQF H. UIIIIIIIDIBIAI$ED ON E.APPROPRI) F OTHER DO( IIIIIIIiIIIIiIIIIIIIIHAIh%ING JL ...................��I��������u���u�il�Illl'`' Zz ' IIDDIDDDI°°IIIIIII���DIDII�I��llIDIIIIIIIIIIIIIIIIIiiiDIiDDDuI �liiiiiiiul = __ Ii�IIIIIIIIIII i II��i�I'IiIIIIIII�IIIIIIII��I�I�iiiuiii�iiiiiiiii�I ___ IIIII�I�DI AIIIIIIIIIIIIIIIIIIIIIIIIIIIIM.P.IIIPII!'tIIIfIIIUIIIIIIIIVIIIPte. � — elllllllllllllllllllllllllllllm �4dIVlUI'�P.IOIIIOIVIIIIICIIat,,. TO OR 'T PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERg1, NOTES:1 _ - I - , I!!�11�1119111 II,,, IIIA u�!II!up I LII,. - .GOVERNNG O rmlm II Il,p.r.lral t 1 _THEINTERBUILDINGCE2009(iN� IIONAL RE 1P1- CODE=#CALIFORNIA BUILDING & RES D CODES II SCEfSE17-OS VIII II — = I 1 II I I I u 1 III I II II LV -0ESIGN LO E�ORUILDIN6S AND OTHER _ UPES AND TkaE3005 ALUM1��1}} II�JAL-ADM 1, 5 _ IIIN 119 II -- -I gVloul I 5 - q,jllllAft l Tillullol� = I�IIIIII�III�III - IIIIIIIIIIIIIIIAll IIIIIpI = __ 2 AIL TEMSNING TO �IIIQ!III�II�iINSTALLATIOA�(iE OF ROOF PANEL HEAD ISI II , COLUMNISIIRIIIZIIEI!IIIETC.) SHA®RCLED AND CLEARLY IDE II I�IIIIIIII�� �I I = _ I I = II = 3=EACH INST� I PHALLIIBEARIIRNIIIDENTIF I - ��NDICATING-THE'NAME I llIDl'1 1 SS O ��THEIIIMAN�Ur _jGN LOADS=F\ND_ENCLO I„QI,I jII,I�I I!I����I�IIUIIIIIII��������IIIIIII IU — IIIIII���IIIIIIUIIIIIIIII = _ 4 TIE'DRA �B�UIPECIFICATIONSIISHOW�d€RENT THE'EINI$HEO STRUT l REIIQJ�LESSIIIOTHERVJI5E NO O NOT=INDICATE=THE Ml I ��IClDI01I�ONSTR IUG710NI!�`THE II' - CONTRACTC� I'I I,I� al „L SUPERVI$EIIP�aAND DIRECT _ORK AND SHAH -$E SOLEL R 'PONSIBLE FORIIItLL CONSTRR AI MEANS, METHODS, TECHNIQU” SEQUENCES AND PROCEQURES =. 1'119Pllllll _ _ *1 III _ I �� i nn I IAII� 1 I. DING AND _ _ 5 =THE°APPR ,I ddIOF DRAIWINGS LAND SPE_ . —S SHALL BE"KEPT AT T! ®,BI� ANDISIHALL BEIIAVAI E AUTHORIZED-REPREi OFT HEIBUIIIII I IIII I _ _ DEP_ARTM I ; TF�E SHALL., BE NOIID,EVIATLON FROT�HE APP-_ROVED.P_LANS , SPE � ICATIQNS WITHOUT A . �PPRO�p CHANGE ORDER. _ 8_ATTACHE�. STAND, I a, I I !I _ I�� - _ II lu 6COVERS _ OT BE ENCLOSED WI OF SOLiD� OAR-- ORT. II9� - _�- LNG PATI N - I �jI II IIII ESH Mt4 = XCEPT WHERE NOTED'i IIIIIII IIIIIII 7.-AL-L'NEWC FOOTINGSIISHALLBEARON���A'NATURAL=UNDISTURBE��IWCERYIFIEDIIFILLjO� � -- - IIIIIIII VIII - IIIIIIIIII II -II =__ � B. AN;ATTACH I I� pICOVER�MIAYBEppSECURE9�0XISTING_CONCRETES ,�j �'i ED THESIABIISIATL'EA8�=1/1CBiESTHICKAN¢_ISLOCA IED I' EASWITH�AFROSTDEPP�_�F Illlll IIIIIIIIII I I - =` ZERO TO IIhI�MMIL9ICOLUMNIILOAD;IIOF 750 6S= = I IIIIIIII�pllllll l IGIIIIIIIII'111181I u9!IgPdIIIIIV _ = IIIIIITIIuuI IIII I Ili IIIIIII111P,� 11111111 IIII IIII — _ = 9._20-PP_OUND S .11 v E FOOT L L AND GRE71E�2 BE COMMERCIAL & US I CA ORTSIIIONLY WHEN LO EAS WIT_M,A FROST D T OF O. I"I lilll II i I��I _I I 1 11 ,i11� If-i1I'��R II III III119I1I� 10 UE --SIGN LOQ' ry�7BINATIONSIARE'lIN ACCO LTH IBCSECTIONS 160111.0, Q6.3.2. mllplpllllll {IIIIIIIIII'lllll Ill' IIIIIIIIII I IIIIIIII JIIIIIIIIII�IIiI — J,' II IIII` PI IIIIIIIIIIIIIn l — �� 1111119111 IIIIII911111II� _ IIIIIIIIIIIIIII IIIIIIIIIIVIIIIII DESIGN CONSIDERATIONS: 11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT. 12. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET. - -AW SIZ q' III EXISTING ROOF (OVERHANG LA Y CHED COVER; 50 SQUARE -ET: R III;,( "11111, Ilyllll�lllll. IIII ! 1�4 COVERS A �p li1NATED "FtIDGEDIIBUILDINSFINED IN ASCE/SEI 7, BE OII ��:13. hi Illllllllllll ll' I`'I IIIIIIII PILI IIIIIII' III r _—, pp1'I�, - SII II IP,IIII IIIIIII I — Ill '1 —TGIII�u.m p. IIII „,, , Jllu II nl II IdII,IIU II IIIIIJI 1 �� 15_(AVERSS QII'I EINSTALLEDIINIIAREA3RS,RIDGESAND-ESCAR T DEFINEDIINIASCE>SEI7 6.571- IIIIIIII IIII IIII III IIiIIIIIIIIIIIIIIIIIIIIIuIIllllllll 11111111111111111111��I�III = — L I'SII II I!', �I�p�l IIII ' III ����,.� IG�NEDIAS "OP RES iN AC.CORpANC IIII SEI 7,1, SECTIONI6 5.13,E 16 THE -FREE ND ATTAC ED SOLID AND _ �E PATIO GOVERNS NOT I RED "alllll .nlll� ,auph = _ - - lliil 17THE RATIO / I P O COMAIOOF HELD T FTJ DIVIDEO_BY=THE P IO .b PROJECTiONIOR WIDT# ( TfiHALL NOT EXCEED ON=== HI VR �NGTH ��1NOR VJIDTHPII'FIT SH LESS THAN=ONE 1 . Pi�, O - _IIIIIIIIIIIIIIIIIIlIUU Ill - llllllll�lll�l IIIIIIIIIIlIll111191111 III I I � lull I I � I. � II Ill.a �' IIII I �I.ATC'�I wl co A n►>Ic. .� � .. 21. ENTEBESYPP(W ONLY OFA THREE POI I ON 1 ZION. E SUE§T=� - OR THOSE SHOWN, P I 111111 II EY DAY COMPIVE STRENGTH -0F 2,50 ,�UN�V; ER SUREIS 5 NDS PER SQUARE FOO �ES G T 5.2 A 1806 3 IIT IIIIIII�IIIIIIIII�1� HOT-ZIPPEO—GALVANIZED RUST -O -LE AL F L BE 202EEL BOLTS SHALL BE ''I Ifll)l' IUIIIIALL HE NA%10 i� ESIGN SPECIFICATION. �� GN T RUCTION DOCUMENT I IIPOI OR ' ETAL SCREWS.(SMS) IN CO ° ._t I CE IIII 1 I ON FAC1T, 11 11 116n11 IO I• �- II ICpuONDITION� � �P lullll,,, I `I� IIIIIIIIIIIIIII JII �� �-- SOF PANELS II11111APIPLICABL IIII 11111 1 , A ,ry{ PEED (IIII! I ;IIANDIIIEXPOSUR - �— Il�l'IIIIdIIIIIIIIIII I�IIIIIIIII�II ECHO CUCAMOM_Cia CA (951 I011},Illuln°IfI�IIIIIiII MPH t00MPH 1f03v1PH "(916)47D211�1F,1�,?,1,1' 3.151811Isah®dural�uii.eom r7PI NO 3'r94o EX > EXPIIIIQ,IIIfVEXIIICII' EXP �� III I 1. ,ii11, 0.9 I0 1 0 0 (IIII IIII I IIIIIIIIIIIII IIIIIII""' _ 0111 0.8 0.90=_ 0.75— _ I' �111III II IIIA" I� II I III Illlll 1111,11 IIIIIII pIIIIIIIO l � ,, IIII'llll�lle��Il 100'IIIII711�OP1!I 1.00=_ _ 'IIII Ill lulu , I,II I I I IIIIIIII _ lllllllllllllllllllllllll III I 1. II III 1 0101111111 IIIIIIIiolliio�i1101111I� 1.00_ � � 4 � lllllllllllllllllllllllll I I �I�I � �- � IIII IIIIIIIIIIIIII��Ij1 loves: _ _ IIIIIIVIIIIIIII�I PE -@W PONER ARE PER vN U� LOT PERIIFOiIITIIOFIFOOTI=. AST "IAI�IIIII�6 I DE Clll'IISTAINLESS ST ERS aplllllll i, ,1 IIII 81111111111111111111 IuII1�II11I11 ASH S. AND L11 SCREWS AREOED?O I I I II 1 11111I1II�IIIIIpi�IIII11111IP°°, I Ip � • (ESR �!Iy�iONCRETEI�NDIFORM I IIII III II�IIIf unIIIIIVIIull ltlh ul JI I �-a���w�Vtih�til la Y� IDIIIIIIIIIIIIIIIII�I •����aE�R ' III, ,x �1. IIIIIIII 'yl (IIIIIIII �`' �II°��iuuIIIII��uu�ulllluill��Iul! THOMAS 1. IIII I� ° IIII II pill �I'III'I' I II ' � =�- ° IIIIIIIILIII�aI�PIIs3EL�� II'I, I,I 1 III i,gIIIIIIIIIIU'1y11 .P ,Ir, _ �"¢ �IIIII, IX.II I lig III�IIIII��9�91ii�IIII�I���u�ii9111, h( I111N'II hunnJ umllmllnl". 4h�a_'IuO _ V1PM0 ERN.0185._= _ I� S E.N. I� IllllllllM 1 l IIIIIII I a 6/2011 I I, IIIII'll I I--� I Illlll ONE full 11 III Ili I, �I IIIIIIIIIIUIIIIIIII'alillllllll CAMPBEL SS CIA III II AND RESIDENTIAL STRUCT m II�IN61 El RING �-�• — -- Ihn Unaoml I IIIIIIIII LNE �OADI �° 111 II!IIIIIIIIIIIIIIIIIIIIII NOTE _ - _L4� I __ 10, 20 & 30.psf = T II II II •II HORIZ WIND° �I!�I�Illll!IIIIIIIIIIIIII',IIII',IIIII PATIO TEM A SMfGVl9 'I DURA I@ CTS,INCIIIIIIIII11111111IllllllllllullM1 8289 HJE II SACRAMENTO;ICA95828 O _ _ _ — - �— ECHO CUCAMOM_Cia CA (951 I011},Illuln°IfI�IIIIIiII = 11008110 f:IPH "(916)47D211�1F,1�,?,1,1' 3.151811Isah®dural�uii.eom OF33 RAFTER, SEE.TABLE * SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X 6112- SIDE PLATES. FOR SIZE AND SPACING OPEN LATTICE TYPES MAX. O.H. SEE E SCHEDULE SnN0 Bv��ONp �O� MAY NOOPEN BE COVERED.' STRUCTURE BEMAX. E SCHFAU/ yy�} 26%OF SPAN �- �f///�j RAFTSETABLE 'le AND SPACINA LENGTH OF STRUCTURE VARIES WITH SIDE PLATES 3 12• SLAB ATTACHMENT ULE NOTE: EACH COMPONENT IS INTER- MAr BE usED WNEaE CHANGEABLE WITH ANY OTHER sFFT�� SEES TED. COMPONTENT UNLESS OTHERWISE SHOWN. FOO TING WHERE REQUIRED. OPEN LATTICE -TYPE PATIO COVERSEE SCHED. FOR FOOTING CUBE SIZE / T NOiE THIS OPEN E COVERED. STRUCTURE J.E SCALE: MB MAYAjBE COVERED.TYPE"E"ATTACHED SINGLE SPAN L•ATTICE.STRUCTUI:€RAFTER SEE TABLE MAX. PROD.AND SPACING SEE SCHE E NOjE: TMHAIY.OP�E8 CO E EDE STRU LENGTH OF STRUCTURE VARIES LENGTH OF STRUCTURE VARIES COMPONENT IS INTER - E WITH ANYOWER s�T UNLESS OTHERWISE SHOWN. ¢`I E "F" ATTACHED MULTISPAN LENGTH OF STRUCTURE VARIES MAX. FROJ. SEE SCHEDULE �SnNpeU'(p' \ Np� POST WITH SIDE PLATES SEE DETAIL McrvtlfiRB . r T ���• I Ea CJIEOULE FOOTINGl UIRED. MAS° I. u I 9EE SCHED. F j1NG C LALL TTIC •R NOTE: THIS OP/ lrC m .� MAY NO REO. \\\ ° z OA /� - 9g4ry0 POST COSS•SECTION, 3 112' SLAB q SEE POST DET NOTE: EACH COMPONENT IS INTER- O CON U81PAIIN S TVBs ciy CHANGEABLE WITH ANY OTHER FOOTING, SEE G 312'SLAB T COMPONTENT UNLESS OTHERWISE SHOWN. RBF SCHEDULE MAY BE USED NOTE: EACH COMPONENT IS INTER- Dop TO CONSTRAIN CHANGEABLE WITH ANY OTHER SL� FOOTING, SEE OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. TqB� FOOLING WHERE REQUIRED SCHEDULE SCALE NT8 SEE SCHED. FOR FOOTING CUBE SIZE SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN L TTICF STRI1CTi IRF DRAWN BY: E.N. TOM CAMPBELL &ASSOCIATES, INC: LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO ERq 0195 DATE:4282011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 d 30 psf DURALUM PRODUCTS, INC. 1(910)462-7021 REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 STRUCTURES HORIZ. WIND 90,100 d 110 MPH 6269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 3 OF 33 FAX 403-1519 salas@dumlum.coml ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ROOF PANEL SEE SCHEDULE FOR SPANS —� 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE * SQ. POSTS, SIZE VARIES jr * SEE SHT.18 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 6 1/2' SIDE PLATES. SOLID PANEL TYPES pNGTy OF ATTACHMENT CHANNEL S}IglIMpTRUCTII/� ALUMINUM SEE DETAILS — Ty f p TBE It EV I ROOF PANEL MIN. 0.26' SLOPE PER FT R�EC7i NS ES SEE SCHEDULE FOR SPANS OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING 31/2' SLABALTERNATE' ATTACHMENT MAY BE USED SINGLE POST SEE SCHEDULE WHERE PERMITTED. SEE SCHEDULE MAX. HT.= 12' NOTE: NO SPLICE AT THIS POST AND 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 ORTIO!N ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H ' NOT TO EXCEED 25% OF SPAN 'O.H.' NOT TO EXCEED 26% OF SPAN SEE DETAIL FOR SPLICE - * SQ. POSTS, SIZE VARIES 3112' SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE MAX. HT.= 12' FOOTING WHERE REQUIRED -�__ SEE SCHEDULE :C;Cb,>7'_QR FOOTI NG CUBE SIZE NOTE: EACH CO ONENT IS6R,N. CHANGEABLE WI OT CO MPONTENTUNLES O " ATTACHED MULTISPAN WICANTILEV �TI�1lF'M... MIN. 0.25" SLOPE PER FT. 0 'O.H' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE DRAWN BY: E.N. SEE DETAIL FOR SPLICE -� POS.,OPTIONAL: SD. POSTS, SIZE VARIES SEESCyEOC(/jyL CANT EVER BEAM SEE SCHEDULE POST. p SFESCyEOCV OPTI NAL CANT EVER BEA SE SCHEDULE S POST SPACINOR SO. POSTS, SIZE VARIES GS PS ST SPNGR DURALUM PRODUCTS, INC. 1(916)462-7021 O� O y ALTERNATE: gx 2$ OF z ` ALTERNATE: ?S % OF Sp 3 112° SLAB SINGLE POST MAY BE USED SEE SCHEDULE N 3 1/2' SLAB SINGLE POST MAY BE USED SEE SCHEDULE ISI TO CONSTRAIN NOTE O SPLICE THIS TO CONSTRAIN NOTE O SPLICE A THIS FOOTING, SEE BA POST DAT END BAVS. FOOTING, SEE POST DAT END B6VS. SCHEDULE SCHEDULE FOOTING WHERE REQUIRED FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 112 x 9" STEEL ROD' NOTE: EACH COMPONENT IS INTER - CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FRFFSTANnimr. MI II TISPAKI W/rAKI TII PN/9=0 nOTInAI DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD m — PA710 VER STEM AS G. BY: ERp 0199 IDA DATE:4128i2Oil S.- 111ONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO SOLID PANEL STRUCTURES 10, 20 & 30 Pel DURALUM PRODUCTS, INC. 1(916)462-7021 REVISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 HORIL WIND . 90,100 & 110 MPH 8289 ALPINE AVE., SACRAMENTO, CA 95829 FAX 403-1919 sales®durelum.com SHEET 2 OF 33 RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 2, 8.5" MAX -7 2- .042* -:ozz* ALUM. ALLOY 3004-H3t� No. 79-11 t^ OR EQUAL ! 1 ALUM. ALLOY 3004-H38tl * SEE NOTE BELOW OR EQUAL 7 [Ja �'a •ao�� Vr''lj THOMAS I. ° e CA PBE4- 15,VP " •'�� r• 'v(2 WIDTH Z av No 2 90 MPH EXP. B EXP,C X 6 1/2" RAFTER 100 MPH EXP. BEXP.0 i r- 1 OMPH EXP.8 EXP.0 L.L.= (PSF) "T" (IN.) I jr (IN.) .024 16" 12'-2" 12'-2" 12'-2" 11'-10" 11'-10" 11'-5" 24" 9'-11" 9'-11" 9'-11" 9'46" 1 9'-8" 9'-3" 10' .032 16" 16'-3" 16'-3" 16'-3" 15'-9"' 15'-9" 15'-2" 24" 13'-3" 13'-3" 13'-3" 12'-10" 12'-10" 12'-5" 10 .042 16" 1 21'-4" 21'-4" 21'-4" 20'-8- 20'-8" 19'-11" 24" 17'-5" IT -5" 17'5" 16'-10" 16'-1 D' 16'-3" 10 .024 16" 9'_4" -4 9'" 9-4- 9,-4- 9,4- 9-2. 24" 7'-7" T-7" T-7" T-7" T-7' T-6" 20 .032 16" 12'-5" 12'-6" 12'-5" 12'-5' 12'-5" 12'-3" 24" 10'-2- 10,-2„ 10'-2" 10,-2- 10,-2" 10,-0• 28'-2- .042 16" 16'-4" 16'-4" 16'-4" 16'-4" 16'-0" 16'-1" 24" 1 17-4" 13'4" 13'4" 13'4" 13'-4" 13'-2- 14 .024 16" - - - - - - 24" - - - - - - 30 .032 16" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'3" 24" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 81-4" .032 .042 16" 13'-5" 13'5" 13'5" 13=5" 13'-5" 13'-5" 24" 11'-0" 11 1-0" 11'-0" 11'-0" 11'-0" 11111-01 [Ja �'a •ao�� Vr''lj THOMAS I. ° e CA PBE4- 15,VP " •'�� r• 'v(2 WIDTH j N o DBL. 90 MPH EXP. B EXP.0 2 x 6 1/2" RAFTER 100 MPH EXP. B EXP.0 1 0 EXPW w PH EXP.0 tS o (PSI L.L.= (PSF) I jr (IN.) 19'-1" O.H. 1, 8 1 7 8 16" 17'-3" iT-3" 17'-3" 16'-8" 16'-0" 16'-1" 19 1 20 .024 0 1 3 1 4 4 24" 14'-1" 14'-1" 14'-1" 13'-7" 13'-7" 13'-2" 10 10 11 V 4 5 5 6 6 16" 23'-0" 23'-0" 23-0- 22'-3" 22'-3" 21'-8" 10 10 .032 7 7 24" 18'-9" 18'-9" 18'-9" 18'-2" 18'-2" 17'-6" 12 13 3' - 7 7 . 8 8 .042 18- 30'-2" 30'-2" 30-2" 29'-3" 29'-3- 28'-2- 14 24" 24'-7" 24'4" 241-7" 23'-10" 23'-10- 2360" 13 14 14 15 .024 - - 11 11 12 1 12 113 13 14 94 20 24" 10'-9" 10'-9" 10'-9" 10'-9" 10'J" 10'-7" EQUAL TO CENTER SPAN TO CENTER SPAN 20 .032 16" 17'-7" 17"-7" 17'-7" 17'-7" 1 T-7" 17'-4" 24" 14'-4" 14'-4" 14'-4" 14'-4" 14'-4" 14-2" 30 16" 23'-1" 23'-1" 23'-1" 23'-1" 23'-1" 22'-9" .042 24" 18'-10" 18'-10" 18'-10" 181-10" 18'-10" 18'-7" .02a 16" 10'-10" 10'-10" 10'-10" 10'-10- 10'-10" 101-10" 24" 8'-10- 8'-10" 1 8'-10" 8'-10" 8'-10' 8'-10" 30 .032 16" 14'-6" 14'-6" 14%6' 6 14'-6" 14'-8" 14'-6" 24" 11'-10" 11'-10" 11'-10" 11'-10" 11'-/0" 11'-10" 16" 19'-0" 19'-0" 19'-0" 19'-0" 191-0" 19'-0" .042 24" 15' 8" 1 1 8" 15' 8" 15'5" 15' 6- 15' 6" TRIBUTARY WIDTH TABLE 23'-5" - CLEAR SPAN (FT.) 1 23'-5" 21'-10" 24" 20'-0" 19'-1" O.H. 1, 8 1 7 8 9 10 1 11 12 1 13 14 15 16 17 1 18 19 1 20 21 0 1 3 1 4 4 5 5 B 6 7 7 .8 8 9 9 10 10 11 V 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 2' I-5 - 6 8 7 7 8 8 9 9 10 10 11 11 12 12 13 3' - 7 7 . 8 8 9 9 10 10 11 11 12 12 13 13 14 4' - - - 9 9 10 10 11 11 12 12 13 13 14 14 15 5' - - - - - 11 11 12 1 12 113 13 14 94 15 15 18 EXPOSURE B & C 7--� 3.0" .042" rizALUM. ALLOY 3004-H39 OR EQUAL * SEE NOTE BELOWT 3 x 8" RAFTER 90 MPH 100 MPH 110 MPH .042 16" 1 24'-6" 23'-5" 24'-W 22'-8" 1 23'-5" 21'-10" 24" 20'-0" 19'-1" 19'-7" 18'-6" 19'-1" 17'-10" REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 RIZ. WIND = 9D, 100 6 710 MPH 8259 ALPINE AVE., SACRAMENTO, CA 95928 (818)492-7021 FAx403.7619 aelae(a)dureNm.00m SHEET 7 OF 33 .042 16" 17'-9" 17'-9" 17'-9' 1 T-9" 17'-9" 17'-7" 24" 14'-0" 14'-8" 14'-6" 14'-6" 14'-8" 14'-4" .042 16" 14'-7" 14'-7" 14'-7" 14'=7" 14'-7" 14'-7- 24" * NOTE: SINGLE RAFTERS SPACED 16' O.C. MAYBE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48' O.C. WHEN DOUBLED. PROJECTION SPAN O.H. h . TRIBUTARY TRIBUTARY - WIDTH 1. 112 SPAN* O.H. t •.'; " NOTE TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: E.N. TOM CAMPBELL &ASSOCIATES, INC. LNE ATIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0195 DATE 4202011 SCAB NONE COMMERCIAL AND RESIDENTfAL STRUCTURAL ENGINEERING RAFTER SPANS 10.20 830 paf OURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 RIZ. WIND = 9D, 100 6 710 MPH 8259 ALPINE AVE., SACRAMENTO, CA 95928 (818)492-7021 FAx403.7619 aelae(a)dureNm.00m SHEET 7 OF 33 PANEL FASTENERS 901100/110 MPH EXPOSURE B & C r #14 X 3/4" S.M.S. AT EACH VALLEY TO BEAM 24" 24" TRI -"V" PAN r #10 OR #14 X Y4" S.M.S. / AT EACH VALLEY TO BEAM T * SEE NOTE BELOW 12° 12" x 3 1/2" W PANEL F#10 OR #14 X 3/" S.M.S. AT EACH VALLEY TO BEAM I1 * SEE NOTE BELOW --'--- 6.00" / 8.00"-----.� 6"J 8"x 2 y" FLAT PAN W/(2) -V'S NOTE: FASTENERS INDICATED ARE TO BE USED AT EACH SUPPORT BEAM AND HEADER USE #10 FOR 90 & 100 MPH WIND SP� USE #14 FOR 110 MPH WIND SPEED FAN BEAM (19'-0" MAX SPAN) HEADER CEILING FAN AND/ EXIST. WALL-1OR LIGHT FIXTURE ( MAX. 301b9. ) T=.075" TYP.--. [-- 11 2 F. THOMAS �. `'a'l CAMP E_ ©�, EXIST. WALL—,,.,ATTACHMENT AT HANGER CHANNEL w FAN BEAM- •• •,." SEE TABLE !' HANGER SHT.9 0,• 1134A 1 /�/ �(� CHANNEL (/ "11�h��\"\"`.�� FAN BEAM 2 /2" #12 S.M.S. SCREW #12 S.M.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HEADER FAN BEAM #14 x 3 1/2" S.M.S. SCREW AT BEAM FAN BEAM Pg . C 2 /2" No. 3"40 *t 0.042"xWx8" HEADER "'�'— #14 x 3 1/2" S.M.S. SCREW AT BEAM DRAWN BY: E.N. IAPMO ERN 0195 DATE: 4128!2011 TOM CAMPBELL 8 ASSOCIATES, INC.LIVE LOAD" PA O COV BY M AS MFG. BY: SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL FASTENERS 10, 20 8 30 psf DURALUM PRODUCTS, INC. 1(916)462-7021 REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 / FAN BEAM HORM WIND = 8288 ALPINE AVE., SACRAMENTO, CA 95826 B0, 100 & 110 MPH FAX 403.1618 sales®dumlwncom SHEET 6 OF 33 COLUMN/ POST 'TYPES & SURFACE MOUNT ATTACHMENT DETAILS MAX. HEIGHT= 10' 3 2 MAX. HEIGHT C =10' G=3"sQ.x(=.188" . 3.00"SD. r— alosMs —_) 3.00" SQ. 3.00" SQ. 1 I H =3'SQ.zt=.250" .032 @24-O.C. �J1.00� EA. SIDE I =3'SQ.x(=.313` 3"RK =4'SQ.xl=.188" 14'R =4"S .xt=.250" 032' NP' .048 -STEEL- O5/8" PLASTIC PLUG .28" O OE 3.0" OR 4.0• 3" SQ. ALUM. POST 3" SQ. ALUM. POST MAG HOST SQUARE WITH SIDE PLATES OD ALLOY 3" SQ. ALUM. POST STEEL POST ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 3,� SQ. STEEL POST ALUM. ALLOY 6063-T6 ASTM A500 GRADE B STM ALUM. ALLOY 3.00" OR 0. 6063-T6 2.40" 7/18"0 HOLE 1.375" FOR 3/8" MB�6. SIIh 0 2 FLANGES NEED 2 116' APART � o�, • �J��►rj 0 ASTM GRADE 36 STEEL 1.126' 2.5" ��� ' THOMAS I. 4�� INSTALL'1yz x 1y,'x 36• HD G WASHER PLATE AT ANCHORS 75" 75" BASE FLARES ®: CAMP$ELL • • O r 1sr TO 3•wIDE EA. �4U e 1.60" �P SIDE OF FLANGES U� or �Xpi0�0" TY�. PSE r OST ON Y INSTALL 1X" " x U4x " HDG 5.50' & 2318"/ HOLE WASHER PLATE AT ANCHORS Cr T 2-3188 HOLES FOR 110 MPH q 2- 5/16""1 HOLES YP. EA. SIDE ALUM "T" BRACKET ' STEEL 'IT" BRACKET 5 T ALUM.ALLOY 6063-T6 "H" BRACKET J = (4) -SDS 25412 3" x 8" ALUM. RAFT. BRACKET —' 3" x 8" ALUM. HEADER HEADER BRACKET DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD e L A PATIO C PATIO DOVER SYSTEMAS FG. BY: IAPMO ER90/9b GATE:42&2011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN/ 10, 20 psf M PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGN CA (951) 741.2107 POST TYPES NOR¢. WIND. 90, 100 8 110 MPH 9289 ALPINE AVE., SACRAMENTO, CA 95929 (916) 462.7021 FAX 403.1619 BBIBB@dLuBlum SHEET 8 OF 11 HANGER CHANNELS AND MOUNTING BRACKETS , ALUM. 3004-1-136 1.60" WALL FASTENERS 078 2.740" -- SEE TABLE 300' 1.5 " 06 .833' t= 0.04" 01 "x90 .202" .25"R .05 g2) DIA. 014 SMS @ PANEL ' LOCKS OR #6 SMS T=.060" tO c .563" AT EA. CONTACT IV c7 .261" 5• WALL FASTENERS �DC'i b WALL 20 SEE TABLE FASTENERS ALUM.ALLOY CONTINUOUS A• RAIL SEE TABLE 6063-T6 ROOF PANEL 3 (WHERE OCCURS) ALUM.ALLOY APPROVED WOR 4" A.0614—O 6063•T6 ALUM.ALLOY INSUL. ROOF PANEL 1.T5" ala sols ®EA CONTACT 6063-T6 ROLLFORMED HANGER EXTRUDED HANGER CHANNEL WALL CONNECTION O I.R. HANGER nC1 R.F. OR EM. HANGER CHANNEL, 2X OR 3X RAFTER BRACKET. ALUM. PANEL 2X ORS 3x ALUM. RAFTER FASCIA BOARD - ALLOWABLE PROJ. FASTENERS, SEE TABLE A34 FRAMING ANGLE EXIST. EAVES. RAFTER (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=:u 90 A B B C O D E E F 100 A B B C D D E E F 110 A B B C D D E E F 18'-8" DESCRIPTION OF LAG SCREW SEE NOTE BELOW 2'-0' 14'-0" 12'-8" A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24"O.C. MAX. woZ B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24" O.C. MAX. ra C=SDS25412 AT EACH STUD, 16" O.C. MAX. W W D=3/8"0 x 4" LAG SCREW AT EACH STUD 24" O.C. •E=318"0 x 1 1/8" AT 16" 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 a 0 ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG L LL=10 LL=20 LL=30 2" x 4"1'-6" FULL OR "x 6" NOTCHED 16" O.C. 18'-8" 18'-8" 14'-2" 2'-0' 14'-0" 12'-8" 9' -7- ' -7"22"x 24" O.C. 11-6" 12'-5" 11'-8" 8'-10" T-0- 9'4" 74„ 5'-7- 2"x6" FULL OR 2"x8"NOTCHED 24" O.C. 2'-0" 19'-11" 19'4" 14'-8" 2""x8" FULL OR 2 x10" N OTCHED 24" O.C. 2'-0" 31'-11" 31'-11" 25'-0" NOTE: DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL=15pef 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 ANDSD TO BE IN ACCORDANCE WITH THE LATEST 1CC•ES EVALUAT DRAWN BY: E.N. TOh DATE: 4202011 IAPMO ERN 0195 COMMERCIAL SCALE: NONE REVISED BY: I RAN 4 NEC& Sj�tryr 44rHOMAS l.•" :moo; CAMPBELL -n '. 3r3 . m 4 SMS T&B AT 12" O.C. 3/16" STEEL 1/4"0 HOLES,TYP. 1U# L.L =(2)#14 SMS EA. SIDE a 0 20#/30#L.L.-(2)#14 SMS EA. SIDE T U -BRACKET o NOTE: PROVIDE WATER PROTECTION, METAL FLASHING 2'x 6 1/2" OR 3'X8" 5' MIN. 'X8" ALUM. RAFTER CAUCK JOINTS AND SLOPE TO DRAIN TYPICAL BRACKET AT EVERY 2x _ 1/4' OR 11/ 1 I FOR SPAN SEE ALLOWABLE OECKIRAFTER SPAN TABLE EXISTING WOOD STUD FRAMING EAVE LENGTH 7(3)-#4x3 211 OR W LEDGER 2 EACH 114"0 x 3.1/2" LAO SCREWS'L.L.=10 psf 2 EACH 7/1WO x 3-1/2" LAG SCREWS L.L.=20 AND 30 psfR )-#14X1 3/a• (2" MIN. PENETRATION INTO 2• W.B. PATIO COVEREXISTING WOOD STUD) NOTE: USE LEDGER WHERE RAFTER SPACING EXCEEDS EXISTING STUD SPACING NOTE:BRACKET NOTE: PLACE'SIKA FLEX" SEE FOR ATTACHMENT MAY MOUNTED MATERIAL BETWEEN BRACKET AND COMP. BELOW RAFTER W! RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL G SAME CONNECTION'S. WALL CONNECTION 3O 4O BRACKET CONNECTION HANGER CHANNEL LIVE LOAD 1PATIO COVER SYSTEM AS MFG. BY. AND BRACKET 10, 20 & 30 pel DURALUM PRODUCTS, INC. ATTACHMENTS HORRM WIND- 6269 ALPINE AVE., SACRAMENTO, CA 96828 BOSHEET 9 OF 33 (918) 452-7021 FAX 403.1619 eeles9ldmelOmcom 1.52" .61" z.o0" 1.79" 4 2.57" 2,19" 3" " 2.08" ' 93" �f .038" R.F. GUTTER FASCIA -ALUM. ALLOY 3004-H36 6.5" ROLLFORMED I- 3„ � SPLICE WHERE OCCURS 4" Typ HEADER GUTTER EXT. CLIP SPLICE WHERE -� OCCURS 2.04' Dfis• TYP. 2.r — O ALUM. ALLOY A 6083-T6 4.5" GUTTER ALUM. ALLOY 6063-T8 O F 4" I -BEAM 4" SPLICE WHERE OCCURS BEAM TYPES & ATTACHMENT DETAILS . GOTTFR FXT rl IP SPLICE WHERE OCCURS .6e6• TYP. O ALUM. ALLOY fly 6083-T6��'�`� MAG. G �. •'' ° THO Q"Ofessi�. CAM 0. VIL ITyp. 10" 771F Ifl -r� �--.-.,.. ALUM. ALLOY ALUM. ALLOY 3004-H36 OR EQUAL 6083-T8 i 7"I -BEAM O 2 x 6 RAFTER (�MAX. 3" 9 ..042" ALUM. ALLOY 3004•H38 OR EQUAL MAX.'^1 3" 6" .042" ALUM. ALLOY 3004+130 OR EQUAL , DBL. 3 x 8 BEAM O DBL. 3 x 8 BEAM W/ DBL: 3 x 8 STL. INSERT SPLICE WHERE OCCURS MAG BEAM O .p A), 3' MAX. 2" I.— F e.6' .032" ALUM. ALLOY 3004-H38 OR EQUAL J DBL. 2 x 6.5 BEAM 1F 25{ I 825" T"14GA 7.8 5" ' ASTM A653 GRADE 50 I II 825" —I 2.875" F� 3x8BEAM O STEELINSERT 3.00" SQ. Z.14"R TYP. .048" .28" ASTM A653 GRADE 40 3" SQ. STEEL BEAME ALUM. ALLOY 3004-H38 OR EQUAL 0 3x8BEAM 375" T-0.125" 8:656" ALUM. ALLOY 6063.76 375" 7" 1 -BEAM "C" OP SPLICE/ INSERT _r DRAWN BY: E.N. DAT TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: —� —•-- .042" COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TYPES 8'• DURALUM PRODUCTS, INC. ALLOY 3004-H38 RANCHO CUCAMONGA, CA (9b1) 741-2107 OR OR EQUAL O 3 x 8 BEAM W/ STL. INSERT 4" SPLICE WHERE OCCURS BEAM TYPES & ATTACHMENT DETAILS . GOTTFR FXT rl IP SPLICE WHERE OCCURS .6e6• TYP. O ALUM. ALLOY fly 6083-T6��'�`� MAG. G �. •'' ° THO Q"Ofessi�. CAM 0. VIL ITyp. 10" 771F Ifl -r� �--.-.,.. ALUM. ALLOY ALUM. ALLOY 3004-H36 OR EQUAL 6083-T8 i 7"I -BEAM O 2 x 6 RAFTER (�MAX. 3" 9 ..042" ALUM. ALLOY 3004•H38 OR EQUAL MAX.'^1 3" 6" .042" ALUM. ALLOY 3004+130 OR EQUAL , DBL. 3 x 8 BEAM O DBL. 3 x 8 BEAM W/ DBL: 3 x 8 STL. INSERT SPLICE WHERE OCCURS MAG BEAM O .p A), 3' MAX. 2" I.— F e.6' .032" ALUM. ALLOY 3004-H38 OR EQUAL J DBL. 2 x 6.5 BEAM 1F 25{ I 825" T"14GA 7.8 5" ' ASTM A653 GRADE 50 I II 825" —I 2.875" F� 3x8BEAM O STEELINSERT 3.00" SQ. Z.14"R TYP. .048" .28" ASTM A653 GRADE 40 3" SQ. STEEL BEAME ALUM. ALLOY 3004-H38 OR EQUAL 0 3x8BEAM 375" T-0.125" 8:656" ALUM. ALLOY 6063.76 375" 7" 1 -BEAM "C" OP SPLICE/ INSERT _r DRAWN BY: E.N. DAT TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO ERq 0195 SCALE NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TYPES 10, 20830 psf DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA, CA (9b1) 741-2107 HOR2. WIND - 8269 ALPINE AVE., SACRAMENTO, CA 96826 90, 100 8 110 MPH (916) 452-7021 FAX 403.1518 38186@dlustum.m SHEET 11 OF 33 COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS 12" 20" ALUM.TBRACKET USE VATH 12" 22" 25' SQ. 'I' BRACKET 24" I POST TYPE B,C,D, OR E 25;-- STEEL POST ONLY: 32• SQ. Q 3 -SO. POST W/ 28" STEEL.TBRACKET USE WITH POST TYPE 8,C,D,E,F,G,H,J OR K 25' USE POST TYPE F, G, H. J OR K (),5/ F36R (2 12 SMS EA. 32" 43' SQ. 30' 34" POST TYPE J 3"SQ. POST SIDE OF POST OR S•SO. POST ALUM."RACKET: uSE 2}yg 0 HILTI UK 34" 38' 55" SQ. 1/4'M.B.THROUGH 4D' BOLTSOREQUAL 39' 42" 445• 2 POST 44' STE�z TBRACKET: 112 DEPTH OF 1/?0 BOLTS TER "INSERT 2 1/4.0 POWERS WEDGE- () SEE NOTES BELOW 6SO�TB OR E�UALTI XWIK FOOTING OR 12' MIN. EMBD.CONDITIONS4 S' X.188* BOLT S+ OR EQUAL, EACH HRACKl1T TO SLAB. 2);• EM EMBEDMENT T DEPTH FOR EMBEDMENT ASTM A38 STEEL MINIMUM DISTANCE TO EDGE OF SLAB = 4" OR ' I ��; I I ,� T.O.C. ; .•r , ) :.r TO CRACK =10" ' G .' ASTM A672 STEEL (1 % MIN. EMBEDMENT) a ;.;, . • SLAB SHALL BE IN DE ITH 4 POURED M xB LONG, 1' y 3/18' q -,J GOOD CONDITION pI CONCRETE '5�. �•y�'�! FROM END FOOTING SEE NOTE �. OF POST o m 3' 9Q. POST (8TL) 9 1/2' MIN. FOR SIZE BEE FOOTING �'• ;L� :�•-: ; POURED z ARE SQUARE SEE TTG. OR FLUTED OR 4• SQ. POST (STL) SCHEDULE IN BEAM SP. TABLE QUAR CONCRETE FOOTING So EINBEAM INSERT J- ".I EXISTING SLAB 3' SQ. POSTS TO SPANTABLE SQUARE POST �_. PL.5/8'THK, CONC. FOOTING INTO FOOTINGBED 9 11/2• s• 11n' ATTACHED ALTERNATE FTG. CUBE SIZE 'CUBE SO. 18' DEEP ' CUBE FTG. 18" 18' SQ. 12" 20" 21' SO. 12" 22" 25' SQ. 16" 24" 28" SQ. 25;-- 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• 4D' 60' SQ. 39' 42" 64' SQ. 41' 44' 69" SQ. 3' 43- 'CUBE FOOTING W/ 4' SLAB ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23' 8 24' CUBE (2)-1/2'0 3 1/4' 25'- 30' CUBE (4)-1/2'0 3 914' 3T•-34,CUBE (4)-5/8.0 4- -35'-39'CUBE 35* - 39' CUBE (41314'0 43/4' 40'-42'CUBE (4)-3/4'0 43/4' r\ NOTES: BOLTS SHALL BE HILTI i(WIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED r l��AlyrA��+t 4' 0 o I IL I 40 WELDED STEEL BASE PLATE NOTES: COLUMN BASE PLATE SCHEDULE 1. DO NOT USE ALUM. T PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 9' SQ. x 5/8• B. C. D. F. G, 8: H BRACKET WITH 3X8 BEAM V/BEAMS..G BEAM, 4• OR 77'I FREESTANDING 2. POST TYPE E BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE) INSTALL WASHER PLAT 2-XVX5JXz'AT RANCHO CUCAMONGA. CA (951) 741-2107 AND EMBEDMENT STEEL'r BRACKET. 8289 ALPINE AVE., SACRAMENTO, CA 95828 (4)- 314'0 HILTI KWIK BOLT TZ STAINLESS 3. POST TYPE F DO NOT USE STEEL T BRACKET W/7• I BEAM,. 9"x9'x 5/8• STEEL PER I.C.C. ESR -1917 OR EQUAL (4 314' EMBEDMENT DEPTH) r l��AlyrA��+t 4' 0 o I IL I 40 DRAWN BY: E.N. I2 TOM CAMPBELL 8 ASSOCIATES, INC. COLUMN LIVE LOAD PATIO COVER SYSTEM S G. BY: IAPMO ERN 0195 SCALE:NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 0. 20890W f DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 AND EMBEDMENT HORIL WIND - 8289 ALPINE AVE., SACRAMENTO, CA 95828 90, 1DOa.110MPH (918)452-7021 FAX403-1319 sslssCduralum.we, SHEET 10 OF 33 2' S.M.S. EACH SIDE OF 3" ((4 -TOTAL) TE: 1!4'0 BOLT W/ WASHER OF 3' SQ. POST 0 2.35" F—Fl 3' SO. POST 24114 x 1/2" S.M.S. EACH SIDE OF 3' SQ. POST (4 -TOTAL ALTERNATE: 1/4'0 �OLT W/ WASHER EA. SIDE OF 3' SO. POST I OR .240' 3.00- 3' SQ. POST GUTTER FASCIA MAG BEAM 1 3- SQ. POST 3"SQ. STL. BEAM 13 ALUM. ALLOY 3105-H25 1.50" 1.50" .28" 2" 2" 4 .018" ---'P2 SQ. OR 2" LATTICE TUBE ALUM. ALLOY 3105-H25 .28^ } „ _p LATTICE TUBE 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 #B x 2 "SMS, 2 1/2" OR 3 1/2", TYP. 1 1/2" SO., 2" SQ., OR 2"x3" LATTICE Q 3" O.C. MIN. UP TO 6"0 (4) - #14 x 3/4" TEK SCREWS �NC,INEE/�lS )IIBRACKET TO RAFTER THOMAS I. �s CAMPBELL '-Rn gul Exp: "L" FASTENERS 1'-0" 4 - #14 SDS 2'-0" 6 - #14 SDS T-0" 12 - #14 SDS FASTENER SPACING - 3/4" 014 x 1/2" S.M.S. TOP & BOTT. (2) -TOT. ROOF PANEL ROLLFORMED OR EXTRUDED GUTTER #14 S.M.S. ®12-O.C. FASCIA B 1/2"x2"x.024 RAFTER No, 1 FASTENER TO FASCIA - SEE TABLE —FASTENER TO RAFTER TAILS - SEE TABLE /i�.—OPT40NAL LATTICE TUBES AT OVERHANG ;*I _ FASTENER g GROUP ALUM. BRACKET X 2" t 1" I_ "L" SEE TABLE RAFTER "TAIL" TO GUTTER 15 LATTICE TUBE TO/ FTE 1/2" MIN. 0 (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 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO ERA 0195 DATE: 4/282011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TO POST 10, 20 630 pet DURALUM PRODUCTS, UNC. REVISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 - ATfACHMENi HORIZ. WIND = 90, 100 8 110 MPH 8209 ALPINE AVE., SACRAMENTO, CA 95820 (918)452.7021 FAX 403.7518 ealee(�durelumcom SHEET 13 OF 33 SIMPLE SPLICE SPLICE DETAILS 11 FULL MOMENT BEAM TO POST DETAILS 12 '�� �\ 24 GIN IIdEER��tt �•(2)#10 S.M.S.@ EA. THOMAS I. •". � VALLEY, TYP. (BTOT.IS II #12 S.M.S. II AMP ELL -0 TYP. THICKNESS = .035 (24 TOT TYp THICKNEPSS -4 =.036" $ q 3 !Z NE rl + + + 0 A L-1 ++ ++!I++ + IL ALUM. ALLOY 3004-H36 '• 'ate �' �' OR 6083-T5 FOR EXTRUDED ALUM. ALLOY 3004-H36 • . . • • OR 6063-T5 FOR EXTRUDED 4) ":%nA1& __= 13 NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY O�U IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END AY,� SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTE: IF FSPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C.SPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WHERE I OCCURS 4" 070" TYP. ALUM. ALLOY 6063-T6 471 -BEAM ,..-wr- n OWL 10 O 2.00" O O 0 0 AS NEEDED TO CLEAR (6081 -TB) ALTERNATE I .ull ALUM. ALLOY SO. POST,CONNECT WEB STL. C -BEAM 3'-0" TO POST W/(2)-1/2'0 a h No. MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12• SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WH' OCCUI TEKI MAX. PANEL 47x3' ALUM. •I'BM. OR� . (4}1/4'0 M.B. BEAM 77x4• ALUM. 'I• BM. r --TO BRACKET 2-3/8"0 M.B. THRU STL. 'T' BRACKET TO POST. NOTCH I -BEAM FLANGE 1 -BEAM AL1,1M ALLOY AS NEEDED TO CLEAR (6081 -TB) ALTERNATE I .ull ALUM. ALLOY SO. POST,CONNECT WEB STL. C -BEAM TO POST W/(2)-1/2'0 THRU-BOLTS SO. POST ALTERNATE BEAM TO POST CONN. =! BEAM TO POST CONN. TEKI MAX. PANEL 47x3' ALUM. •I'BM. OR� . (4}1/4'0 M.B. BEAM 77x4• ALUM. 'I• BM. r --TO BRACKET 2-3/8"0 M.B. THRU STL. 'T' BRACKET TO POST. O O POST, SEE SCHEDULE .ull ALUM. ALLOY ALTERNATE BEAM TO POST CONN. 16" 1" 6063-T6 7" ]-BEAM T-0" MOMENT C -SPLICE DRAWN : SCALE: TOM CAMPBELL &ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO ERS 0186 NEE.N. SCALE: NONE NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING. BEAM SPLICE DETAILS 10, 20 8 30 psf DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONOA, CA (SSI) 74i-2107 HORIZ. WIND • 8288 ALPINE AVE., SACRAMENTO, CA 88826 I 80. 100 8110 MPH (818)452-7021 FAX 403.1516 seles@dw fum."sm SHEET 12 OF 33 Wlt L.L. f100-MPSI-FRFFSTANn R ATTAO- =n ncr:nI I ATTIrC 0ATin0 •ono nm i rc•c% Im n r: } n a O_ DRAWN BY: E.N. DATE: 4262011 3" SQ. STEEL BEAM DBL.'S Wx.042"BEAM DBL.2"x6.5"x.032" _ OR 3"x8"BEAM ATT. MAX,POST MAX.POST BEAM 3"x8" BEAM ATT. MAX.POST W/INSERT DBL. EACH w/ 'ATT• 3"x8" BEAM A 3"x8" STL. INSERT } 5 MAA FREESTAND ATT. MPACIN T FREESTAND FREESTAND FREESTAND FREESTAND ATTACHED SPACING ON SLAB * ING SPACING SPACING FTG SPACING (SPAN) SPACING SPACING FTG. FOR DBL. FOR 3" x S' FTG SPACING MAX POST FTG SPACING _ FTG MIN FTG. MIN• FTG. MIN• FTG MIN MIN.K3(SPAN) (IN.)TYPE (IN) (IN.) TYPE (IN.) .2"x8.5'x 032" BEAM (IN.) POST (IN.) (SPAN) (IN.) (IN•) (SPAN) 7FTG,.MIN. POST FTG (IN•) ~ —4'-l4' 17'-0" ll7'-O- 12'_0' 30 G 15 ' 19'-7"- -34 G 17 13'-4" 13'-10" 31 TYPE G 16 25'-5" TPOSTYPE 19 36'-0" TYPE TYPE 21 i6 18' 6" 19 11'-0" 13'-i" 17 24'-0" 37 G 21 34'-0" 40 G 24 B , 4 5 P 13'-7" 11'-2" 1 o' 30 G 15 17'-6" - - 33 G 18 11'-11" 12'-5" 31 G 16 22'-9" 36 G 20 32'-2" 39 G 22 B -s^ 17 1 s' -s^ Zo s'-10^ 11'-e^ 18 21'-s^ 22 30'x^ 25 E 5, 6' 11'-4" 10'-10,-1" 29 G 1618 16'-015,_1" 33 l7 1 21 10'-108 11'-4"10, 30 Cj 1 20-99, 35 C7 2 29'-4"2T-9" 38 G 23 B 0" 6„ 19 7" 23 6 E 6' 7 9-41" 9'-7" 29 G 17 14'-10" 19 14'-0" 32 G 19 10'-1" 10'-6" 29 G 17 19'-3" 34 G 21 27'-2" 38 G 23 B , 21 8'-4" 9'-11" 19 18' 2" 23 25'-6" 26 E 7 8' 8'-6" 9' 6" 9'-2" 28 G 17 13'-1 19 31 G 20 9'-5" 9'-9" 29 G 17 18'-0" 34 G 21 25'-5" 37 G 24 B , 13'-1" 22 7'-9" 9'-3" 19 17'-0" 24 24'0" 27 E 8 9' 7'-7" 9' 2„ 2$ G 17 13'-1" 31 G 20 8'-10" 9'-3" 28 G 18 17'-0" 33 G 22 24'-0" 36 24 E 20 12' 4^ 22 7'-4" 8'-9" 20 16'-0" 24 22'-8" G 27 F 9 10' 6'-9" 8'-108, 6" 29 C3 120 12'-511-6„ 31 G 223 8' S^ a -9" 29 (� 1820 '16'-; 5,-2 33 G 2 36 G 25 E 7'-0" 6 -3" , 25t--21'-6'-22 8 F 10' 11' 6'-2" V-7118-1" 30 H 1 20 11'-111,-2„ 30 H 2123 8 0" 8'-4"7'-11•, 30 H 1 15'-4"14' 32 H 23 21 35 H 2528 E 6'-8^ 21 6" 25 20'-6'r F 11, 12' 5'-8" 8 3 30 H 19 11' 4" " 30 H 21 7'-B" 8'-0" 30 H 19 1 -8" 32 H 23 20'-9" 35 H 26 E , 7'-9" 21 10'-8 23 6'-4 T-7" " 21 13-10" 26 19=7" 29 F 12 13' S'-2" 7'-11" 31 H 19 10'-10" 31 H 21 7'-5" 7'-8" 31 H 19 14'-1" 32 H 23 19'-11" 35 H 26 E , 7'-6" 21 10'-3" 24 6'-1" 7'-3" 21 13'-4" 26 18'-10" 29 F 13 14' 4'-10" 7 -7 7, 32 H 1 21 1©' 69'-11" 32 �-� 2124 7,-0" 7 -5 32 H 1 312'-10„ 32 H 2 19 34 H 2 29 E 2^ 5'-11" 7'-0 r . 21 26 18.2„ F 14� 15' 4'-6" 746'-11„ 32 H 1 10 -1 "9,-6" 32 H 2224 6'-6" 7 -2 32 H 1 22 13 32 H 2427 18 34 H E 22 5,-8" 6'-9„ 2'-5„ 1� 6„ 0 r-3 F 15' * 1 HE MAXIMUM COLUMN SPACING ON EXISTANG SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED B" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT.10 FOR ATTACHED & SHT. 25 FOR FREESTANDING ���j10NEEp`5�i �.•°° THOMAS 1. ° e.®, CAMP ELL ° -r► P -xP:� C', 3 1 •t lL 2 s e FOOTNOTE: "SAMPLE" ;' / '�` �® •1!���n ^'' FIGURE INDICATES EXPOSURE B - FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. DRAWN BY: E.N. DATE: 4262011 TOM CAMPBELL 8 ASSOCIATES, INC. - LATTICE POST SPACING TABLE LIVE LOAD" PATIO COVER SYSTEM AS MFG. BY: IAPMO ER# 0165 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 8 30 psf RALUM PRODUCTS, INC. IDU REVISED REVISED BY: RANCHO CUCAMONGA, CA (861) 741-2107 AND ATTACHED HORIZ WIND= 90, 100 8110 MPH 6269 ALPINE AVE, SACRAMENTO, CA 65626 SHEET 27 OF 33 10 # L.L. 100 MPH (018) 4fi2-7021 FAX 403.1519 sales(&durslun.o"m 1 10# L.L. 90 MPH FREESTAND.& ATTACHED OPFN LATTICF PATIOA 191 nP I pxp R jt- r * THE MA)MUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE 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 FOOTNOTE: 'SAMPLE" THOMA81 % CAMPPE L •�4 Ex 3 : m ..•�•a FIGURE INDICATES EXPOSURE 8 —J�� FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 & C. DRAWN BY: E.N. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM LATTICE LIVE LOAD • PATIO COVER SYSTEMS MFG. BY: OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT FREESTAND ATT. FREESTAND ATT. 'ATT. } �o MAX.COL.T MAX.POST MAX.POST FREESTAND MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATTACHED 10, 20 6 90 pet ` a1°3 F SPACING7GrN— ON SLAB t SPACING MIN. SPACING SPACING MIN. SPACING MIN. 9P SPACING MIN. MIN. FrG' (SPAN) FTG' FTQ FOR DSL. FOR 3' x 8' FTG. FTG. FTG. FTG. FTO FTG'POST.YPE REVISED BY: RANCHO CUCAMONOA, CA (9611741.2107 AND ATTACHED OST (IN.) (IN.) POST ON.) 2'x&5k 032' BEAM (IN.) POST (SPAN) (IN.) (IN.) PPE' ON,) (SPAN) (IN.) (IN.) 8288 ALPINE AVE., SACRAMENTO, CA 85828 SHEET 26 OF 33 TYPE TYPE TYPE TYPE 10 N L.L 90 MPH 17-0"29 " M3"SQ,. G 14 20'-0" 33 G 16 14'-0" 14'-2" G 14 26'-0" 35 G 18 36'-9" 39 20 , 16 19'1" 18 13'-4" '"30 16 24'-10" 20 35'-1" G 23 B 45' 13'-7"28 G 14 17'-1 " 32 G 17 12'-6" 12'-8" 29 G 15 23'-3" 34 G 18 32'-11"37 G 21 B,1" 16 17'-1" 19 11'-11" 12'-1" 17 22'-2" 21 31'-4" 24 E 58' 11'-4""28 (� 1517 16'-4'�$,-7" 31 (`7 1 20 11-5'0�-11" 11'-7�1�-0"29 G 1518 21`-2'0-3" 33 G 1 30' 37 G 2124 BE6,7' 22 28'-e" 9'-8" -27 (� 15 15'-2" , " 31 G 18 10,-7" 10'-8" 28 (� 16 19'-8"�- 33 G 20 27'-1 36 G 22 B 9'-9' 18 14 -5 '- " „ 20 10 1 10 -2 18 18 9 " 22 26'-6' 25 E 7, 8' 8'-6„ 9'-8" , „ 27 G -; 14'-2" , " 30 G 18 9'-11" 10'-0„ 27 �` 16 18'-5" 32 (� 20 28'-0" 35 (� 22 B 8, 9-4 18 13-6 , " 29 9'-5 9-6 " 18 17'-6 " 23 24-10 25 E 9' 7'-7" 9.3„ , 27 G 18 13'-4" - 30 G 19 9'-a" 9 5" 27 (� 17 1T-4" 32 G 20 24'-6" 35 G 23 E 9, 19 12-9 29 8-11" 9'-0 „ 19 16'-6 " 23 23'-5' 26 F 10' 6'-9" 9'-p 27 G 171 12'-812,-1" 29 G .1 21 8'-10" 8'-11" 27 G� 1719 16'-5'5,_8„ 31 G 2124 23'- 22,-2" 34 (7 23 26 E 8,�" g 8 -5 8,_6„ F 10' 11' 6'-2., 8'-6"8,-4 , 28 G 1719 12'-111-6a 29 G .1 8161, -;x-22 8 -5" 6 28 G 3 9 G 2124 22'2" 34 G 2 27 11' 8-1" 8'-2„ F 12 5 -8' 8'-5" 29 G 17 11'-7" 29 G 19 8'-1" 8'-2" 29 GH2O j8§2 31 G 21 21'-3" 33 G 24 E 8'-O" 20 11'-0" 22 7'-9" 7'-9" 24 20'-3" 27 F 12' 13' 5'-2" 8'_1„ 29 H 18 11'-1" 29 { 20 7'-9" 7'-10" 29 H -o -[V14--5' 30 H 22 20'-5" 33 H 24 E , 7'"20 10'-7"22 '-2" 7'-8" 25 19'-5' 28 F 13 4'-10" 7'-9"7,-5„ 30 H 1 10'-8 30 f I 12 23 7 �" 7'-7" 30 H 1 3 30'I 2225 -8 33 H 2 28 E P14- 20 p,-2" 6,_8„ 7'-3" 20 13'-3., 8'_9„ F 1q' 4'-6" 7' 6" 31 fi 18 10'-4", 31 H 20 6'-10" 7,-4„ 31 H 18 13' S',_ 31 Fi 22 19'-0" 32 H 25 E , 7'-2" 21 9 10" , " 23 8 -3 7 -0 " 20 12 i 0 „ 25 18'-1" 28 F 15 * THE MA)MUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE 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 FOOTNOTE: 'SAMPLE" THOMA81 % CAMPPE L •�4 Ex 3 : m ..•�•a FIGURE INDICATES EXPOSURE 8 —J�� FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 & C. DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LATTICE LIVE LOAD • PATIO COVER SYSTEMS MFG. BY: F,w-,,Ell 0196 DATE' : NON 11 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING TABLE PO FREESTANDING 10, 20 6 90 pet ` OURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONOA, CA (9611741.2107 AND ATTACHED HOR2. WIND - 80,100 & 110 MPH 8288 ALPINE AVE., SACRAMENTO, CA 85828 SHEET 26 OF 33 10 N L.L 90 MPH , (916) 452-7021 FAX 4031618 aelea®dumIummm