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13-0326 (PAT)4 4 4 Qum& P.O. BOX 1504 VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 3/20/13 Application Number: Property Address: APN: Application description: Property Zoning: Application valuation: Applicant: 13-00000326 57730 CANTATA DR 764-010-011-75 -30092 - PATIO COVER - RESIDENTIAL LOW DENSITY RESIDENTIAL 2953 Architect or Engineer: i )\V<, LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License �Cl'ssll C51 CS License No.: X937811 Date: J�W Contractor: !/'r(W�/ r'I TIC/15 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 1 _ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). 1 _ ! 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1 _) I am exempt under Sec. , 8.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: I.QPERA1IT Owner: DAVID HAGER LA QUINTA, CA 92253 ( D Contractor: VALLEY PATIOS 37897 CHESTERFIELD STR EI BERMUDA DUNES, CA 9220 (760)534-4634 Lic. No.: 937811 MAR 2 0 2093 TY GF LA QUINTA FINANCE DEPT 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 CO Policy Number MWC0034417-01 _ 1 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 3�700 of the Labor Code, I shall forthwith comply with those provisions. Date: �"%�" Applicant: /ate-,/ vl WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS 15100,0001. 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. . 1 certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property fo inspection purposes. Date: /!� Signature (Applicant or Agent!: ar j Application Number . . . . . 13-00000326 Permit . . . . . PATIO COVER PERMIT Additional desc . . Permit Fee . . . . 54.00 Plan Check Fee 35.10 Issue Date Valuation . . . . 2953 Expiration Date 9/16/13 Qty Unit Charge Per Extension BASE FEE 45.00 1.00 9.0000 THOU BLDG 2,001-25,000 9.00 -------------------------------------------------------------------------'--- Special Notes and Comments 222 SF DURALUM PATIO COVER. 2010 CODES. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 STRONG MOTION (SMI) - RES .50 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 1.50 .00 .00 1.50 Grand Total 90.60 .00 .00 90.60 LQPM-,I IT Personalized 68-9,0 .-Adelina Road Cathedral Cite, CA 92235 Property Phone: 1.76*0) 32-5-9500 Management Fax: (760) 32;_9300 HOMEOWNERS ASSOCIATION ARCHITECTURAL APPLICATION CIO PERSONALIZED PROPERTY MANAGEMENT GENERAL INFORMATION: Homeowner's name: —.0a\1 a\1 i CZ 9 ct C�' /� Property address: 7 -7 � L, C.n r�� c �'' J r. U, 4r, C � Ck I Z J 3 Mailing address.- Daytime ddress:Daytime phone: Evening Phone: Work start date: Estimated completion date: t t 3 BRIEF DESCRITION OF IMPR VEMENT: l n s4c, IfIr, 1 o� a ` l v'vt�=t VO : L rjVe/ el r v ✓1'r . C ✓ac uJi L14 S- Cc. is f ac_ 41--� Lr- cy ee c, r.fICr mac: rP NOTE: TO AVOID DELAYS, PLEASE ATTACH AS MANYADDITIONAL PAGES AS NEEDED TO PROPERLY DESCRIBE THE IMPROVEMENTS TO THE ARCHITECHURAL COMMITTEE, INCLUDING PLANS, SKETCHES AND OR DIAGRAMS SHOWING ALL COLORS, DIMENSIONS, MATERIALS, LOCATION ON THE LOT ETC. IMPORTANT.- ARC APPROVAL IN NOWAY RELIEVES THE HOMEOWNER OF THE RESPONSIBILITY FOR PROPER DRAINAGE AND OR PROPER PERMITS. Signatu ICa ts: _ Date: Z •2-0 X �r -sr Date: 3 THIS SPACE FOR ARCHITECHURAL COMMITTEE USE ONLY The application has been assigned ARC file number APPROVED (Subject to compliance with Association's CC&R•s and By -Laws and approval by all applicable local, state and federal agencies). DISAPPROVED AS SUBMITTED FOR THE FOLLOWING REASONS: A. Improvements detrimental to the surrounding property as a whole. B. Improvements not in harmony with the surrounding structure. C. Improvements unreasonably interfere with other existing lots. D. Improvements will be a burden on the Association. E. Application incomplete: specifically Signature of ARC Membe Date: _ �Q Aq ME MBEN OF community ,,,, �_, Tl�l: NSTI'_'c Bin. # City Of LaQUlili t Q BuMng 8t Sarety Division P.O. Box 1504,78-495 Calle Tamp c* La.Qdnta, CA 92253 - (760) 777-7012 Building Pennit Application and Tracking Sheet Permit # ProjectAddress: S7 7-w 601&& b% Owner's Name:. �d( Ui� lkqelr A. P. Number. Address: Legal Description: Contractor. t/At t G i City, ST, Zip: 9z Z 3 Telephone: Address: 3 49 rye ��. Project Description: Z Z Z SF t�lkki I it t City, ST, zip: �2 a — c/ vet Telephone: State Lia #: 3�-$ I! City Lie #; Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State Lic. #: Name of Con=Person: �} A Construction Type: , Occupancy: Project type (cede one): ew Add'n Alter Repair Demo Sq. Ft: Z Z # Stories: # Unity: Telephone # of Contact Person(%60) 1-16 3 Estimated Value of Project Z APPLICANT: DO NOT WRITE BELOW THIS UNE # Submittal Req'd Ree'd TRACIMG PERMITFEES Plpn Sets Plan Check Submitted item Amount Structural Cales. Reviewed, ready for corrections Plan Check Deposit. . Truss Cala. Called Contact Para Plan Cheek Balance Title 24 Cala. Plana picked up Construction Flood plaiu plan Plans resubmitted Mechafilcsl Giadlag plan X' Review, ready for correctionsrnsue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plant picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''' Revtew, ready for cormtions/issac Developer Impact Fee Planning Approval Called Contact Person A.LP.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees SPA POOL Hager Residence 57730 Cantata Dr. La Quinta, CA 92253 Proposed Aluma-wood Patio Cover W c� 0 > 0-- M70 Z o G) O Driveway i73 z co U� �-< m ® - m _C 0 C) 2 �> Hager Residence 57730 Cantata Dr. La Quinta, CA 92253 Proposed Aluma-wood Patio Cover Driveway 19' Jennifer Zeivel From: Sent: To: Subject: Attachments: Goodmorning Ms. Zeivel, Andrew Fisher [valleypatios@gmail.com] Friday, February 22, 2013 6:50 AM Jennifer Zeivel Hager HOA HagerHOA.pdf; HagerHOA_3.pdf; HagerHOA_4.pdf I've attached the Architectural Review Application for David Hager in the Piazza Serena Community in La Quinta. Please let me know the timeframe on Approval as soon as you get a chance. Thanks for your help! Regards, Andy Fisher Proud Member of www.DesertEliteGroup.com Valley Patios 37897 Chesterfield St. Indio, CA 92203 Tel: (760) 534-4634 valleypatios@gmail.com Fax: (760) 459-2036 29 PRO OFF �1111111111IIIIIII11111111 r�i�flllllI��IC`I�I!r1�i` II II�� I� Illl iIIIIDiI'►�'~I�III�mI III,1� HI�11�11h11�11111P1�1'' D1511�11111i Illlrlo"dlllllllllllll�llllllllll!Illllllllh ES 1 III!IIIilpilil9'�IIi11'�11II1;IIII � I IIIIIIII�IIIIIII011� I Illli!IIIIIIIII!li'11�1!IiIPIIr I �IIIIIIIIIIIIIIII0111111� ED�10#1L.L. 119 0i1MPH REESTANDINGANDIATTACH it„I � � !ILII REESTANDI NGIAND�ATTACHED� �10aX'LI L. 1001MP,HDD1 R EESTANDING IAND1 ATfACHEDI110# LLL. 1101 MPIH 1 REESTANDINGIIANDiIA�TITACHED1201{ LLL. 110MPN,ll ., 4.1 ilI„i 1 3111 II AIDINGIANDA ACHED 11pgIL.L�90iIMPH11111'' II1 FREESTANDING ANDIATTACHEQ 10# LI L. 11� MPH FREESTANDING AND AWA sr .I �� pw��1In11�rym�11p, t0 MPH11 FREE ANDING AND ATTACHED 20lll.l. 110 MPH IIIA' r n y., ..I. qn •••I � ym X11 ling FREESTANDING A b ATTACH 3 i 1 MP N ED 11,11,, I i ,I„ 111. 11, I I. 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II II loul441III III114411144141444.1111I11 I OIIIIIIm IIl1 1�111111I11111444 m141 4111411 1111'1!1 THE DESIGN COMP HIES WI THE200911NTERNIATIOIN IL BUILDINGIICODE, 2009111 P RNATIONAI�RESIDENTII I IIC� DE 2010'lIC1 I IFORNI 1118 I (DING & RESIDENTIAL COOT S ASCE/SEIl17I'-05 MIN M IIII IIIIIIII 1n11 .1g1111111 111111, 11114111/ m�d11n„1I,i4 ,4111 441 11m11nI11��1111,111, n1 1111161 11, 111��1v111,4, 1 4I DESIGN, LOAC>SIIFOR BUILdINGS AND OTHER STRUCTURES ANDITHE2005 ALIUMINUMI MANUAL•ADMI1-05111�I__ "!IIII III'_-_ II!IIIUI_:_"JIIIIUIL_ __JI ._ IIII Ib _. 1111111' __ .=Gllilll'..- AUtU' _ __111111Ip�. -hull UIIU!Ig! 4111" 111 111 y1116 __'xr44_ 1. 11161 .41 441..�. �I IIII 41.11 IIII ` r, 1 ..n'4'� I"1.'I"rrylr 1r11,p4ry1.I,"411v. I I I 1 I 14x111,. l :1., I I 1 I I .1 11 111111 .11111.111.11,.111", I 1.:11. 1 . I III III 11n1 1,11 L 11,1 III I I 11111"I 1 I 11 I 1 11. 1111 n1 x11 I 1 11. 11 .114N1111 I 11..1.1. 1 I 1..,. I L,I.. I� 1411 III11 .111,1., III. I 111 I L,II II III 1.I. ,11.11 1111111 C 1.1 , I J 1 I 11 11 I I I 1 1 I. ,111 I I I I IIL.,111111!11.111u11, 0�1111111111111�1111111111111. DRAwING!NOTES:IaI illlillllilll i�'11!I:111114Cllul!:III,I,,lul.ldIIIIIIiIIIIIIIIU IV6411414I!:4d1411161 011l�llllillllilil 11d4r1441I',14101NI4641 IIIIIIIIillllllllll 141141111111.141,114111 II��IIIII►IIIIIIII 0411141V,1111.1L1141, IIIIIILIIIIill�lllll i. 111 d�llllllllll III 1 2:'""AL•L ITEMS PERTAINING TO EACH INSTALLATION PE OF ROOF! PANEL, HEADER SPAN, COLUMN SIZE, ETC. SHALL BE CIRCLED AND CLEARLY IDENTIFIED. J 41.. 1, 4141. 1mI11 .4141111 ,1111 414 611111 1111111 IIIIII 1411 1 , ,, Ia11J d11. I i IIII I,1 1111 41 11 1 111 pillll QU IlIlllllpll II IIb 111111 All 3. EACH IN$TAL 1lATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAMEIAND ADDRESS OF THE MANUFACTURER DESIGN LOADS (AND ENCLOSABILITY. IIII I I I I 1111 111 4441 1141np1414np11•u1.1n 1111m11111111111111111111 pllu1. .11111 1^1�ro�il 11111 11111111unnln. up1ae1u IJI!n11 111111, 111111111111111 ,m1.r +•.1b1unu 1111 n111 d11111d 41. , 1 m1„�I11�,1yo1 .111111 11,1111111111. Im 1n ,111..111i1y , 1111 IIIIlI11111 :holo 11�41JII tt II 4�1 THE DRAWINGS AND SPECI"I CATIONS;SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESSIIOTHERWISE NOTED'IIVANDIDO NOT INDICATE THE1!METHOD OF CONSTRUCTION:•THE IIII I I I 1 1 ,m.l• 1111x1 1nnn1 .. 1m r 4 ,1.1 11111/11 n, r 1 1111 nIr 11r u1 11111 11 1 Il : 1 11 111 III 11 1111111111111111 , M141 I /1111111 I Illi CONTRACTORSHALI;�SUPERVISEIgND DIRECT THEWIORK AND,SHALL' BE SOLELY RESPON$IB,L„ r I 1i11 °1 '111 111 11 M 1 11 .II II II��IIIIIIII 11111 II 11 111,,,14, IE FORALLICONSTRUC710�MEANS,IMEITFIO,DS,E IQU�S�SECIUEN��EBSAN[I�PIR EDURES. IIIIIIII 441 IIII TiCHN OC 5. THE APPROVED SET OF DRAWINGS -AND SPECIFICATIONS SHALL EIEIKEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO HE AUTHO I2ED REPRESEIN ES O T LONG” D SAFETY pl, oll �ypd111111 .11:111:�I�1:1:111�„ 11111d�1411111nI1, 41::111h1 111111111111111,. I II DEPARTMENT!' THERE SHRILL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. IIIIII IIIIIIIII II4 VIII IIII 111111, 411141:4111 11111111111111 ,::111:1" 11�1�:111:::411 1111 41::11u11:Ilu n111 11111111116111 114411 111111 1,..111111111 141111:. 11:11.111111 4JIIIIIII 11IIIIIIIIIIII IIIIIIII 41111 1111 1111 11 I 111 OIIII11811�IgT7ACHE011ANpIIFREESTANDING PATIO4COVERS SH1ALLItI , BEIIENCLOSED,W ANYI7YPE'OF SOL11D ORIIMESH MATERIAL EXCEPT WHERE) NOTEDIIN THIS REPORT. 1 ' 111 ( I 1 1111. 11111 41,6., 1 I 4141141,. 41111 1 1; 1,,IIll,la, n N14�1I T. A �L NEW CONCRETE FOOTINGS SHAT L BEAR ON FIRM' NAT'URALi;"UNDISTURBED SOIL ORI:CERTIFIEO FI IILjl�ll II l!kija' III „11,1 IIr i�111,1 11 111 IIr :4 11,1 1II1141I,1114111. .,.111.,.,11 1r,.I11!11141r SII ��,�., .,1 1111/1111 11.8n.i..,,. ..!IIII IIIIIIII„IIII, 111. 111,9411111.14 IIIIIOIIIIIII IIIIIIII I'll 'I11411:1�'1 I�llllll IIII llllllll !IIII 1111: 11111111 llllllllll IIIIIIII IIOIII,II�BI 11AN ATTACHED PATIO COVERIMAY BE, SECURED TOIIANIEXISTINGICONCRETE SLABIPROVIDED TWE SLAB ISIIATIL1IEAST 3 1/2 INCHES THICK,-� DIS LOCATED IN AR �SI WEM A FROST DEPTH OF 11 I I I 1 1 !RO TO'lA' MNCIMUM UMN A l ''OF'7 P N I ZE COL LO D 50 OU DS. 1 III I 4 I III i I IIII IIII I 11 II IIII III IIII (IIII 11::4::14111 :1:1111 I 1111 1111 111 1 III III 1 11 1111411 I 1 III VIII 1111112 11111111 11::11:11111:11 11 1111111111111111111,,,111 111 1111111111::11:111 1111111111111111111111IIII dIIIIIlIII441111I4Illllllllll14111i IIIIIIIIIIIIIIII 1111111, IIIIIIIIIIIIIIIIII411dII111111�IV illlllllllllllllllll VIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII dlllllllllllllll II IIIIIIIU d111111111111111IIIIIIIIIIIIIIIIII ��IIIIIIII IIIIIIII I 11111111111111801PO � NDSIIPER1SQUARE FOOT L!LIIIIgND GREATERIINIAYIBE COMMERCIAL �I�IUSEDi11 � (CARPORTS ONLY( � � E � �OCATED 1 � AREAS WITHII �IIFROST DE714 OF ZERO.! 1111 1 .I I' 1 '1. 1 '''.'I"''I160 1. IIII !11y 11111.41111a 1,.1141.- Ir11III II11',11141 11',11111'11 i41I1r�41. 1 10: DESIGN LOADSCOMBINATIONS ARE41N ACCORDANCE WITH IBC"SECTIONS1605.3.1 8 16051 I 411.1 11 I I I 111111 ,111 11 41 1: ,11:1411111111111 01111111IIIIIIII 114 ,I a',;II'll II „111.1' 6111411111111 11II �111111�1�h�1'1 IIIIII�IIIIIIIIIIIIIIIII�II I11I1�I111111..1.11J111�111 Iill�lllllllllllllllllllllllll 11:11,II,1.11 �:III11I 1IIIIIIIIIIII Ill�llllil 11 (IIII +111111111111 IIIu1Id1�1611 +,111,11ti�11,1ti44144111• u4414411I414hdIUIIm V d �14.14411111u41!llul11u1111hu11 14 411.1 � .1u 14 X11 141114 1 11 I 1 I DESIGN CONSIDERATIONS:/1111111 14114.,, 111441. ,. 1 1" I IM'1 p. 1 1 I ll ,. d1 1 V' III 11 1 j UM ROO SLOPE FOR SOL D ROOF PANELS. 1141NCH PER F,00T. I I P I II I I I. II. X 1 1 II I I II IIII I II 111 L IIII I IIIlilllllll III 1111111:111:,11111111114111 1111111111111111111 114111:1111:1111111111111111. 1 111111611.11111111 III IIIIII0111 IIII 111 IIII,2111lNINIMUMIIPATIDIICOVERIISI2E��1180SaU�RE�IFEET.IIIIII�IiII11111111111111111P 11iIi11i611111VIIPJIIrlllllllglll IIIIIIIIIIIIIIIIIIIIIIIP 111111IL11II111I,�1.IIIIIU Illlllllllllllllllllllll 111�1111�IL1111111111111111111 IIIIIIIIIIIIIIIII�II� IIIIIIIII IIII IIIIIIII �I� 131 MINIMUM SIZE OF EXISTING ROOF' ERHANG AT ATTACHED COVER: 50 SQUARE FEET ,. .. ....... .1..... ..1 ..: n 1 ,n,. ., ,11.:.1 1:.... 1 9 1111111,1 in..i 1. ' ll',. 4 I1 11l• 1 .1 .11,1. 1 111,,. 111 1 1 1 '14'. I 11 I 14. COVERS'ARE DESIGNATED RIDGED BUILOiNGS AS DEFINED INIASCE1SE1711 SECTION 6.5113:1111 HI1 II 11 I4V I I (IIIIIIIIIII i1IIN,iHllhl 111111 UI 1 6 M 11111111 IIIIIIII 1 1111111, 111 1:111 1 111111111 111 1n:11111 111111 111�11�II,HIb11u1111 III IIIIIIIIfll01 IIOIIINIPIIImI,1l4N 1111 11111111111111III�III 4441V 4fl 011 IIIIIIIII OV 1 IIIIIIIII1111g51111COVERSIISHAL'LIINOTIBEIINSTI1ALLEOIIINIIARE NIIHILLS RIDGES'IAND'ESCIARPMENTS AS11 11111111 1 1 lI I IIII ( I 11 II ( lI ' II 64 411 11 .114111 DEFINE 11 .111,111117. SE11::1111:1 ONB�5.7.1. 16:1 THE FREESTANDING•AND ATTACHED SOLIDI�AND 4 11114 V 11 111 N D IN A �CE/SEr CTI 111„ 1 II ��I 4111„111411 �� I II 111 l"Ill1io111p11 I4 1411 m IJn441 14111111111111 IIII I II II LATTICEPATIO'CO ERS OTED HEREIN ARE DESIGNED AS�'OREN SITRUCTURES” IN ACCORDANCE'1WITHASCE/SEI 7, SECTIONi6.5.;13, II 11111116 �11 1. 111111:1 1 1 n1111n11111 ,- 11„,1111 1191,11' 111111111II1111! ! :il111;4;!1,11441,p1111111114IIIIPI 4U.0 �:'!'ll!I!IIIImI ,11111111111111IIIII4J 4u,....,1p11r111 ,ululu1414141111111 1111111111111,11 Illllllil10 11 1111n1dillll(6 1x1'11 1v11111j'111 ll IIIIIIVIIhIuI TFIEERAT OH H1P'PAT101COVER MEAN ROOF HEIGHT HII Imo- DIVIDED'4ElV THE PATIO'COVER PROJECTIO 1 l yyjoi11' °1:11 DON 1 III pillIIU II1'J1 IIIIII p1 !111;11 1(11 1..11) 4 4141{11 ) 11111 11 NOR DITH (P,I T), SHALL NOT EXCEE E ( )• 1 111,r1 111111 61n 111141 11n 1:11::, n::Io 1 .11111 I. 1114 IIII 11::,a1:x11I1::I11114111. .IdL1111111111,111111 111: 14:1,::111I1I11::.. 1111 nn111111 111 ,4,11111141 .,.11111111 11111 a 41411 IIr 1.14 I d4 111111 118,1 THE RATIQ41(UP), PATIOICOVER LENGTH( L'1;�FT. DNIOEDIBY THE PATIO COVER RR I ECTIONIOR WIDTH P11 p. II'SHALL NOT'BEILESS THAN'ONE 1 1 °�"" 111111111 !11 I 111111. 11. ( ) (.n. O f11 it I; I IIII 1 II I 11 I� II 1 I I I 6 I 11 NI I I I I I I I I I I 111I I I I I I � III I I II �II � II Q 1 1 ( 14111 1 1 1 111 11 1 m1411l1111.. 11111111111111114111411111116 IIIIIIIIIII4 IIII Ip II IIII 111111111 II III III II 1 III x11111111,1111 IIIIII, II 101 111111 I I I1 III11111111f Ill IIII Illllllllll III 111111161 II III IIIIIIII1111,16 1114111 11111111111 I II11114111111111 41IIIIIIII) 1111��1 IIIIII 10111 �� p II 1141111 II� ��IIIII� IMATIERIALSPECIFICAT1DNSsllII 11,111,161141, 11111111111111111 JIIII, 1111111411!14 11111111111111 '.J1d IIIIIIIOU hull Illlll 1 1 :'B MS SHAL BE SPL( OVER TM CENTER PP R F•1r1r r14g14 9 EA L CED E TE SU O T ONLY O ,.A THREE OST CONDITION:• 1 1 1 �� '! 11 11 I �11 �' 1.1 I 1 1 41:: I. 1111 1 11 1111 1 1111111 n„ I h Ti1 I I .1 1 141 11111 ,II 41111.. ,11111,1 114111111111111 ��,IVIIIIUL:.I. II IIJ�1,.1111111 11 III:,. '44,1 I I 111114111441 1111111/ 1,11111.1,:1,1„11..111 111,11111111 1 1111::1 1,111.11.11 11111 111111 1 1 111111.11 11 11 1 11111 11111,1:.1.1 oI11lIIIIIIIIIIIIIIIIIIIIIIU 4111114,1141111 IIIIII IIIIIIIIIIIIIIIIIII 11111411.14,41.1, IIIIIIIIIIIIIIIIII VIII' 41144111 111,1 IN IIIIIIIII II 21;1[1 ERNATE"ALUMIN,IIIM,AII MAY111BEISUBSTITLIUTED FORTHOSEISHOWNI P..ROVIDED THEYIIARECREGISTEREDIWITHIITHEIIALUMIN 11AISSOCIATION'AND HAVEIIEQUrHIIJOR 1 GREATE110111111111111111.111111411.11.1 'I 4' 411' 41.ULTMATSRENGTHS4 II,II IIII IIlllll'"II 4 IIilll oll 44111114uIIIII411411411111111114111141111111111111111 14CTEISHALL HAVEMINIMUM 28DAYCOMPRESSNE STRENGTH0F 215001POUNDS PERI�1'II 111 d11IIU 111111II�IIIII41III 1111111111111111 Iliiillllllh 4111111 111111111,1,,,1 4rq 111 4 III ' V III 1111 SQUARE 1,01,,11111111111111 I IIJ11111111111.1111 1111111 �IIIIO�IIIi 22. DESIGN"VERTICALSDIL BEARING PRESSURE IS 500 POUNDS PER1$QUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE,IS 200 POUNDS PERI'SQUARE FOOT PER FOOT. OFIFOOTING 1111,11111171' EPTHII 111111 nl1 11111. 4 1,114 1 1 11 1 1.4 .111'. 1:111 :111 i.'ll1 I II 1:11 d„ IIII EQUALS 11001PSF/FT x 2 PER TABLE11806.2�AND SECTION 1806.3.4:, 1 1 1: j 111,1. ! : l 4111'::1 ,1,1 III �.1441.111„IIII IIIUIIl111411111, il�IL1J LL IIIIJIII IIIIIILI (IIII IIII IIIIIIII�111r1111 111:..1,1:1.1111114411111 11111111111111111111111111111 1111111.1111111111411 .111111111111!111,111111111111 .111111111.1144111I1111111I4 tlllllllllllllllllllllllllllpl 14.4 1 11144411111 14x;11 J111144111111114III�IIIIIII4 111111.11411:1'1111111 Ill IIIIIIIIIIIIII 41, IIIIIIIII IIul1111 0 IIIIIIIII III EL MEMBERS SHALL BE HOT -DIPPED GA �1VANIZED, RUST O LEUM ORIEQUAL PAINTED OR ELECTROPLATED A'ND CONFORM TO ASTMA6 GRADE C: TAINLESSd�STEEL MEMBER 23. EIMBEDDED ST g11 41141N' 111 I IP 11 �1Ill 11' q 1 ) II' Iln! !1111 II P1 114,,IS,111. 41111 SHALL C0iii1, FOR11 TD11A51IA53, G„RApE11111Q 11111111 I6IIIII10111 4111141114111I444fn11� III Illllllllllllll ll IIOIImII�nlnnl�111h III II II1�1 ,4�4�iduln6lnUlnU7j1 1I6611111I1111111�11141I 114114111114,I11141n 11oI441411111III411 11:11111nlillrVlml41 IIIIII 241111FASTERNERS 11'IIALUMINUMIIBIOLTS SHALL 202411T14111ISTEEL BOLTS SHALL BE11fAIS IIIA -307. ALLI1BOLTS SH11AlLLIII I AVE STANDARD -CUT PLATED WASHERS..WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 25. THE POST -INSTALLED ANCHORS CITEDIN THESE CONSTRUCTION DOCUMENTS SHALL BE POWERS WEDGE -BOLT+ STAINLESS STE 111 1 1 11111 S ESR 1976 OR APPROVEC 28. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES 28: SOLIDIANDIILATPICE AALUM NU LUMNISPACMG WHEN A R'OO �ASSEMBLYEI, A B IS ii A .Ig TO U S IIWITH RESIDENTIAL PATIC 1 11 IIIIIIIU 4E4cnoN I Ilu41':, IMPSON SDS25412 r11A Di1Sp, 25600119�111i1EW,S SHIAI El IN1ACCORDIANCE WITH IIIII4CC ES EVALUIIATION�REPOR11T11E 51,��5.2IIIEXCE PTIOE M PATIOCOVERS ARE! C 29 S,,,1 d1111111111U141' ”' WI44 6•I R•223s1i11111111IIDIuulll4 111'1141 TABLE IIIIIi111lllr I II1111i11Ii14'1111iI`u 14 III11ill. X111114 MUL 11111'1 OII�IIIII19II1 141 ROOFII�NE °WIND SPEED AND EXPOSURE 14111111111111111161111 1144111111111141111 .1111111111111111111111111.. 11411111111111441 11 901MPH I� 1114 100 MPHIIIIIIi11 I 1 1' 111 cwe n un161111111,0 MPH! L0AD.4PSF IEXP!IBill E%IP C1�PIB EXP191��'�146 EXPIC,I 4111441�� III 41444441 X41 'O4III1 1 1 111111 4 1 1 1 1 "0.90 14°100 0.9"1 pOi180 0.71511” 4 111111 I. 1 ,14441114 411141 I 441141 III111111111111 IIII IIII III'III'111 I'' 11�4I�I1114 (11 111111' 1 Iotiil�W�illll4 111 I 11111 11411111j1 44141 4111.'. liI DDI' I i41�Ui��111I 1.Ow�III IIIII�11i4i1u 4� � 49m�G4i 'IIIIIIIIIJur,41. 30 •lnunnllllll6l. 1.00 .I1ur,IlVlnolicl; a141144441 -111m44 1.00 1.00 1.00 1.00 1.00 BY: Pill' IIIIIIIII 1>��'IIII!1y111i p11111111 I 1 lilllllli� 'II�IIIIIIIIIII�IIIIIIIIU' IIiIII�IIIuIIiIl�hlliill!lilllill� IIIIIIIIIIIII11110111111 'II11191f141111�14111!I14II�� 11111111111 I1011lllll_ ll111114111111, ,,II41111111II!1411' :IIII IIUII�I { IIIIIIIUIIII�IIIII , I+,;Ipllll l I IIIII1111r1,111 I,1' IIIIIIIIIIIIIIIIIIII ,�1;11111II 1111.11,1.111,, til �IIIIIp1fI !'' ill 111 I1 11� , 41,1 r'1p11� III 11 I,4,' I I ,4I�;Ij ��I IIII I 11111 IIII II 111111111. ' (IIII IIIIII III 41101 II 1141i416 I��III IIID 144. IIII�IIIIIIIIIIIIII (I14d16111h111111 IIIIIIIIIIIIIIII 11111111111111 II(IIIIIillllll lyP11 IIIIIIII 401p1 !ii1lllllllUll I11III!11p I IIIIUI ,IIIIII � I,Igll 11!11144 Illllll!IIU11 � 10111111411 . ,0 11 1 all I I I I I 1� 1 14 � 11 1I I 111, I I I 1 .111,11 II 1 111 I 1 111: h I I 1 I I i I I 1 I 1 1 11 II 1 I 11 (IIII (IIIIIIIIIIIIIIII 14111111611111 IIIIIIIIIIIII 111114111: IIIIIIIIIII 111111111111IIIIII�U1 ,1�1 IIIIIIIIIII�J�l1 �IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII�IiIIIIII�11111111111111II' 11111111111111111111111111 !IIIII�U111111'I1�IIIIII'Illi (IIIIII 41 4IIIIil41.. nIIIIU tlli'14",1, r41i11 i�11141. oIIP J11�i!4h1.1 d'il'l' IIII4111,. 4111111 I!44jr1;141:1 14ili4 NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED 33 signature o. .S,.e-d -n- c -u r re h -L. s Fa-!d---J1ic.—e.,--nses,—..—. back of =S=tae-ts M- c L G& 1= P M E -W - - Current state__ I can s e s jnc[u-d -California RAFTER SEE TABLE * SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2'X 6 1/2' SIDE PLATES. FORSIZE AND SPACING OPEN LATTICE TYPES _ NO 3Tj : THIS OPEN LATTICE -TYPE STRUCTURE SEMS SCHEDULE SEE SCHEDULE NGB`j� MAY NDT BE COVERED. MAX O.H. RAFTE0. SEE TABLE 25% OF SPAN FOR SIZE AND SPACING LONA L y c 441, 2� C3i 8 !3 /13 _ LENGTH OF STRUCTURE VARIES POST WITH SIDE PLATES SEE DETAIL 1-1 NT NOTE: EACH COMPONENT IS INTER- MAY BE USED WHERE CHANGEABLE WITH ANY OTHER ss T PERMITTED. COMPONTENT UNLESS OTHERWISE SHOWN. FT�� SEE 9cnEoulE PATIO COVER SYSTEM AS MFG. BY: FOOTING WHERE REQUIRED. IAPMO Eft 0195 SEE SCHED. FOR FOOTING CUBE SIZE OPEN LATTICE -TYPE PATIO COVER NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SCALE: NTS MAYBE COVERED. TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE RAFTER SEE TABLE FOR SIZE AND SPACING . LENGTH OF STRUCTURE VARIES NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY W T BE COVERED. LENGTH OF STRUCTURE VARIES POST WITH SIDE PLATES SEE DETAIL NOTE: EACH COMPONENT IS INTER- 312r SLAB ATTACHMENT CHANGEABLE WITH ANY OTHER sT MAY BE USED WHERE eT D. COMPONTENT UNLESS OTHERWISE SHOWN. SEEMSCHEDULE PATIO COVER SYSTEM AS MFG. BY: FOOTING WHERE REQUIRED, - IAPMO Eft 0195 SEE SCHED. FOR FOOTING CUBE SIZE TYPE "F" ATTACHED MULTISPANLkTTICE STRUCTURE 10, 20 830 psf DURALUM PRODUCTS, INC. 1(916)452-7021 LABNOTE: NOTE: THIS OPEN LATTICE -TYPE STRUCTURE POSTCR ECTION.TSEEPOST DET MAY NOT BE COVERED. MAX. PROA. HORIZ WIND = SEE SCHEDULE ,a Lv WAFTER SEE TABLE FOR SIZE AND SPACING i SPAN X H POST CROSSSECII LENGTH OF STRUCTURE VARIES '�+ LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO Eft 0195 DATE: 6152012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING I OPEN LATTICE 10, 20 830 psf DURALUM PRODUCTS, INC. 1(916)452-7021 LABNOTE: POSTCR ECTION.TSEEPOST DET BE UTR�AIN HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER ssNG, KPW NNS SEEc�1tJ ULE REVISED BY: MAYBEUSED COMPONTENTUNLESSOTHERWISESHOWN. 90,100 A 110 MPH NOTE: EACH COMPONENT IS INTER- TO CONSTRAIN FOOTING. SEE CHANGEABLE WITH ANY OTHER SFT.q� SCHEDULE OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. �F SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE IRED FOOTING WHEREFOO TING SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN TTICE STRUCTURE DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO Eft 0195 DATE: 6152012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING I OPEN LATTICE 10, 20 830 psf DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE STRUCTURES HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 3 OF 33 REVISED BY: RANCHO CUCAMONGA, CA (051) 741-2107 90,100 A 110 MPH FAX 4031519 3 1/2' SLAB ALTERNATE: ATTACHMENT SINGLE POST MAY BE USED SEE SCHEDULE WHERE PERMITTED. SEE SCHEDULE MAX. HT.=17 NOTE: NO SPLICE AT 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 OPTION ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE _ SO. POSTS, SIZE VARIES ALTERNATE: 3 112' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR POST SPACM •H. ?69� OF Sp - A111 SPLICE AT THIS AT END BAYS. BEAM 112 x 9' STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION 61(V) �F PREF N OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING .2S%-0-4- FLQ 31W SLAB * SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 6 112' SIDE PLATES. TOM CAMPBELL 8 ASSOCIATES, INC. SOLID PANEL TYPES SATTACHMENT INGLE POSTWHERE ATTACHMENT CHANNEL LFNGT SEE DETAIL ANO OF STRLr� ATTACHMENT CHANNEL ALUMINUM S{ L IV ALUMINUM — SEE DETAILSROOF PANEL SEE SCR EDULESPANS FPR ra" NSSF�FS ROOF PANEL SEE SCR MIN. 0.25' SLOPE PER FT ALTERNATE: SPLICE AT THIS SPANS SINGLE POST POST AND AT END BAY O. SPS SEE SCHEDULE O. 1 'O.H.' NOT TO EXCEED 25% FOR FOOTING CUBE SIZE 'O.H.' NOT TO EXCEED 25% FOOTING, SEE OF SPAN POST D AT END BOYS. OF SPAN TYPE "B" ATTACHED MULTISPAN W/CANTILEVER OPTION SEE DETAIL FOR SPLICE FOOTING WHERE REQUIRED SEE DETAIL FOR SPLICE SEE SCHEDULE FOR FOOTING CUBE SIZE POS OPTIONAL: CANTILEVER BEAM 1'O +t SQ. POSTS, SIZE VARIES SFF CHFDCULG S£ POST SCHS SPACIULE NG FS * SQ. POSTS, SIZE VARIES SFF S NaoUNc `` O.H. ?596 OFSc... Fn tr 3 1/2' SLAB ALTERNATE: ATTACHMENT SINGLE POST MAY BE USED SEE SCHEDULE WHERE PERMITTED. SEE SCHEDULE MAX. HT.=17 NOTE: NO SPLICE AT 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 OPTION ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE _ SO. POSTS, SIZE VARIES ALTERNATE: 3 112' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR POST SPACM •H. ?69� OF Sp - A111 SPLICE AT THIS AT END BAYS. BEAM 112 x 9' STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION 61(V) �F PREF N OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING .2S%-0-4- FLQ 31W SLAB �I ALTERNATE: TOM CAMPBELL 8 ASSOCIATES, INC. f'OS SATTACHMENT INGLE POSTWHERE 11NOTE10 SFFScHEDVS MAY BE USED 9911 SEE SCHEDULESEE SOLID PANES STRUCTURES ST SPACINGR PERMfTTED. O. SCHEDULE ALTERNATE: SPLICE AT THIS MAX. HT: 17 SINGLE POST POST AND AT END BAY FOOTING WHERE REQUIRED SEE SCHEDULE SEE SCHEDULE TO CONSTRAIN FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- FOOTING, SEE CHANGEABLE WITH ANY OTHER POST D AT END BOYS. COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "B" ATTACHED MULTISPAN W/CANTILEVER OPTION ALUMINUM ROOF PANEL MIN. 0.25' SLOPE PER FT SEE SCHEDULE FOR SPANS —� 'O.H' NOT TO EXCEED 26% OF SPAN SEE DETAIL FOR SPLICE DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. f'OS OPTS NAL: CANT E SFFScHEDVS SEESCHEDULE SQ. POSTS. SIZE VARIES SOLID PANES STRUCTURES ST SPACINGR IDURALUM PRODUCTS, INC. O. REVISED BY: ALTERNATE: ?S� O'r 3 12" SLAB SINGLE POST SHEET 2 OF 33 MAY BE USED SEE SCHEDULE TO CONSTRAIN NOTE O SPLICE A THIS FOOTING, SEE POST D AT END BOYS. SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NAL ,AY r NOTE: EACH COMPONENT IS INTER- If2 x 9' STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LNE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0195 DATE: 615/2012 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANES STRUCTURES 10, 20 830 psl IDURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA, CA (951) 741.2107 HORU:. WIND = 90, 100 8 110 MPH 6269 ALPINE AVE., SACRAMENTO, CA 95828 (91B)d52-7021 FAX 4011519 seles®duralum.com SHEET 2 OF 33 PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C F 04 X 314' S.M.S. AT EACH VALLEY TO BEAM CT 24" FAN BEAM (19'-0' MAX SPAN) CEILING FAN AND/ EXIST. WALL OR LIGHT FIXTURE 24" TRI -"V" PAN ( MAX. 30 lbs. ) AT CH VALLEY TO I \ 7* SEE NOTE BELOW BEAM i I I 12" 12" x 3 1/2" W PANEL r#10 OR 914 X Y4' S.M.S. I AT EACH VALLEY TO BEAM * SEE NOTE BELOW — 6.00• / 8.00' -- — --� 6"/ 8"x 2 Y2" 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 SPEEDS USE #14 FOR 110 MPH WIND SPEED AND ALL WIND SPEEDS FOR PANEL THICKNESS = 0.032" AND GREATER. 2" HEADER T=.075' TYP. 2 1/2" FAN BEAM ALUM. ALLOY 6063-T6 EXIST. WALL-�, I ATTACHMENT AT HANGER CHANNEL SEETABLE-\ I Nom -=HANGER FA FAN BEAM FAN BEAM I 1 1 2 NAL r ~ No. C3794 rl P. 03131! 13 #12 S.M.S. SCREW "�— #12 S.M.S. SCREW AT HANGER ATTACHMENT AT HEADER 1/2' S.M.S. SCREW AT BEAM FAN BEAM 2 112" 0.042"x3"x8' HEADER #14 x 3 1/2' S.M.S. SCREW AT BEAM DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0195 DATE: 6!512012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL FASTENERS 10, 20 670 psi DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA CA 951 741.2107 ( ) ! FAN BEAM HORIZ WIND - 90, 1006110 MPH 8269 ALPINE AVE., SACRAMENTO, C/.95926 SHEET 6 OF 33 REVISED BY: FAX403.1519 salus�duralum.00m ko 7: > RAFTER SPANS FOR OPEN OMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C 2, s.5• ��RA C,q��'/2 MAX — I 2• - s.s• �—{ 3.0• .032' Q. 3.O .042• 042 ALUM. ALLOY 3004-+38 ~ NO. C 7948 �" 'O4Y ALUM: 00 ALLOY 34-H36 OR EQUAL OR EQUAL .0 31/13 Q,• - ALUM. ALLOY 3004-H38 * SEE NOTE BELOW OR EQUAL *SEE NOTE BELO—WT Z 2 X 6 1/2" RAFTER _ DBL. 2 x 6 1/2' RAFTER = 3 x 8" RAFTER L.L.= •T" a Lu 90 MPH 100 MPH 110 MPH L, "7- 90 MPH 100 MPH 110 MPH L.L.= T wo 90 MPH 100 MPH 110 MPH (PSF) (IN.) a -Q EXP. B EXP.0 EXP, B EXP.0 EXP. B EXP.0 (PSF) (IN.) Hzo EXp, 8 EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) v)z O EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 024 16" 12'-2" 12•-2' 12'-2" 11'-10' 11'-10' 11'5" 024 16' 1T-3' 17'-3' 17'.3' 16'-8' 16'-8' 16'-1" 042 16" 24'-6' 23'-5' 24'-0" 22•-8" 23'-5' 21'-10' 24• 9'-11• T-11' 9'-11" 9'-8" 9'-8' 9'S" 24' 14'-1• 14'-1' 14'-1' 13'-7' 13'-7' 13'-2" 24" 20'-0' 19'-1" 19'-7' 18'5' 19'-1" 17'-10' 16" 16'-3• 18'-3' 16'3" 15'-9' 15'-9' 15'-2' 16' 23'-0' 23'-0• 23'-0' 22'-3' 1 22'-3' 21'-6' 10 10 .032 10 .032 - - - - 24" 13'-0" .13'-3' 13'-3" 12'-10" 12'-10' 12'-5' 24" 18'-9' 18'-9' 18'-9• 18•-2" 18'-2' 17'5' 16" 21'13• 21'4" 21'4" 20'-8" 20'-8" 19'-11• 16" 30'-2' 30'-2" 30'-2' 29'-3' 29'-3' 28'-2' 18' 17'-9" 1T-9' 17'-9" 1T-9' 17•-9" 1T-7' .042 .042 .042 24• 17'-5' 17'-5" 17'-5" 16'-10" 16'-10' 16'-3' 24' 24'-7' 24'-7" 24'-7" 23'-10' 23'-10" 23'-0' 20 24' 14'-6" 14'-6' 14'-6' 14'-6' 14'-6' 14'4" 16" 9'4• 9'-4" 9'-4' 9'-4• 9'-4' 9'-2" 16" 13'-2" 13'-2' 13'-2' 13'-2" 13•-2" 13'-0' .024 .024 - - - - - - 24- 7'-7" T-7" 7'-T T-7• T-7" T-6' 24" 10'-9' 10'-9' 10'-9' 10'-9• 10'-9' 10'-7' 16• 12'5" 12'-5' 12'•5• 12'-5• 12'5" 12'-3' 16" 1T-7" 1T -T 17'-7" 17'-7' 17'-T 171-4' 16" 14'-7" 14'-7" 14'-T 14'-7" 14'-7' 14'-7- 20 .032 20 .032 .042 24" 10'-2' 10'-2' 10'-2" 10'-2" 10'-2" 10'-0• 24' 14'-4' 14'-4" 14'-4• 14'-4' 14'-4" 14•-2" 30 24' 11'-11• 11'-11• 11'-11' 11'-11" 11'-11' 11'-11' 16" 16'-4" 16'13' 16'4' 16'-4' 16•-4" 16'-1' 16" 23'-1" 23'-1' 23'-1' 23'-1' 23'-1' 22•-9' .042 .042 - - - - - - 24' 13'x' 13-4- 13'x' 13'x" 13'x' 13'-2' 24• 18'-10" 18'-10" 18'-10' 18'-10' 18'-10" 18'-7' 16" - - - - - _ 16' 10'-10• 10'-10" 10'-10" 10'-10' 10'-10' 10'-10' .024 .024 * NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT 24' - - - - - - 24' 8'-10' 8'-10" 8'-10' 8'-10' T-10" 8'-10' 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 16" 10'-3' 10'.3' 10'-3' 10'-3" 10'-3" 10'-3' 16" 14'-6' 14'-6• 14'-8' 14'5" 14'-6" 14'-8' 24' O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. 30 .032 30 .032 24' 8'4' 8'4" 8'4' 8'-4" 8'13' 8'14' 24' 11'-10' 11'-10• 11'-10" 11'-10" 11•-10' 11'-10' 18" 13'-5 13'-5" 13'5' 13'-5" 13'-5" 13'-5' 16' 19' 0' 19'-0' 19'-0' 19'-0" 191-0' 19'-0• PROJECTION .042 .042 O.H. SPAN 24" 11'-0• 11'-0• 11'-0- 11'-01 11'-0' 11'-0• 24' 15' 8' 15'5' 15'5' 15'5' 15'-6' 15'-6' h 7T1111TARYBUTARY= PAN+O.H. :j �• NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN TRIBUTARY WIDTH TABLE LIVE LOAD - - CLEAR SPAN (FT.) GATE: 8!5/2012 1D, 20&30 pd O.H. 6 7 S 9 10 11 12 13 14 15 1B 17 18 19 20 21 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 2' 5 6 6 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 13 113 14 14 1 15 5' - - - - _ 11 11 12 1 12 1 13 j 13 14 1 14 1 15 15 1 16 h 7T1111TARYBUTARY= PAN+O.H. :j �• NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: GATE: 8!5/2012 1D, 20&30 pd DURAL UM PRODUCTS, INC. U�PMO ERN 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RAFTER SPANS HORIZ. WIND = 8289 ALPINE AVE., SACRAMENTO, CA 95828 REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 00, 100 & Ito MPH (91s) esz-7ort FAx 403.1519 SHEET 7 OF 33 COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS ALUM "RACKET USE WITH 'r BRACKETI POST SSTEEL" BC ETUSEHWJ RK I!� �S USE STKNLY: 3 -SQ. POST W/ I• `I USE POEEL ST TYPETP&Wl;0orBZF J t� F, (2)-#12 SMS EA. 3"SO. POST SIDE OF POST OR 1/4" M.B. THROUGH � POST (2}1/4"0 POWERS WEDGE - BOLTS+, OR EQUAL, EACH BRACKET TO SLAB. MINIMUM DISTANCE TO EDGE OF SLAB = 4* OR TO CRACK =10' (1 %' MIN. EMBEDMENT) SLAB SHALL BE IN GOOD CONDITION 3 112' MIN. ATTACHED ALTERNATE FTG. CUBE SIZE SQ. /B• DEEP ' CUBE FTG. 18" 18" so. 12" 20" 21' SQ. 12' 22' 25" SO. 16" 24" 28' SQ. 20' 26' 32" SQ. 23" 28" 35" SQ. 25" 30' 39" SQ. 28" 32' 43' SO. 30' 34' 47' SQ. 32" 36' 51" SQ. 34' 38" 55' SQ. 37' 4(' 60" SO. 39' 42' 64' SQ. 41' 44" 69' SQ. 43' • CUBE FOOTING W/4' SLAB 3• SO. POST SEE NOTES BELOW 2);' EMBEDMENT DEPTH FOR KWIK BOLTS)' '.`•.d •e p POURED CONCRETE FOOTING SEE NOTE FOR SIZE SEE FOOTING SCHEDULE QUAR IN BEAM SPAN TABLE 3" SQ. POSTS TO CONC. FOOTING ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS BOLTS EMBED. 23'& 24' CUBE (2}12'0 31/4' 26'-30'CUBE (4)-iR'0 31/4' 31' - 34' CUBE (4}618.0 4- 35' - 39' CUBE (4)-3/4'0 4 3/4' 40' - 42' CUBE (4)x/4.0 4 314• NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED 12 DEPTH OF I i (TF1/2'O BOLTS 16'INSERT FOOTING O I FORALLOTHER X-188 • 12' MIN. EMBD. I j CONDITIONS 4 5' ASTM A36 STEEL 1 1,44;1 t7 T.O.C. . riUJ� E W zd ASTM A572 STEEL =Urn 3116• c6' LONG, /' FROM END t �7.;:�,� Z 3•SQ.POST (STL) OF POST -- OR FLUTED POUREDOR 4- SO. POST (STL) SQUARE, SEE FTG. CONCRETE SCHEDULE IN BEAM INSERT FOOTING SPAN TABLE SQUARE POST EMBED. PL.5/8"THK. INTO FOOTING 9 1 1/2' a• 1 1/2' NOTES: 1. DO NOT USE ALUM. T BRACKET WITH 3X8 BEAM WANSERT, MAG BEAM, 4- OR 7'I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE. 2'x)li'X5&AT STEEL T BRACKET. 3. POST TYPE F (20 NOT USE STEEL T BRACKET W/7' I -BEAM. WELDED_STEEL BASE PLATE _• 1 Q BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 WSQ.xSW B,C,D,F,G,BH FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE) 9"x9'x 5/8' (4)- 3/4.0 HILTI KWIK BOLT TZ STAINLESS STEEL PER I.C.C. ESR -1917 OR EQUAL (4 314" EMBEDMENT DEPTH) DRAWN BY: E.N. TOM CAMPBELL 8: ASSOCIATES, INC. COLUMN LNE LOAD PATIO COVER SYSTEM AS MFG. BY: 1APMO ERA O1B5 DATE: 815/2012 SCALE: NONE COMMERCIAL AND RE61DENilAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 20 d 30 paf DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA. CA (951) 741.2107 AND EMBEDMENT HOR0L WIND = 90, 1008 110 MPH 9288 ALPINE AVE. SACRAMENTO, CA 85828 (g18)452.7021 FAX 403.15/9 eales@dumtum.com SHEET 10 OF 33 HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP .. � 3.00" SQ. 2.00" SPLICE WHERE " 1.79" OCCURS SPLICE WHERE SPLICE WHERE OCCURS OCCURS In `-•4.8• .075• to .— 2.57" 4.6• TYP. 14"R 2.19" 2.06• TYF. 8" 065 2.08" z.oa oes• �- TYP. 3. .28" 4.aao0• z,7• ASTM A653 GRADE 40 .038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6 ALLOY 3004-H36 O 6063-T6 B O O E 6.5" ROLLFORMED 4.5" GUTTER MAG. GUTTER MAG BEAM 3" SGL. STEEL BEAM 3.0• r3" —I p� G� �t 2" 6.s• AX. 2, 6.6' SPLICE ~ No. 37948 F .042• WHERE SPLICE OCCURS 4" OWHERE CCURS .024' 3 13 .024• 8.0" a —� —.032" 070" .032' I 042' — TYP—JI,- .110' TYP. ALUM. ALLOY 3004 H36 OR EQUAL ALUM. ALLOY 3004-H36 ALUM. ALL ALUM. BOy ALUM. ALLOY 3004 H38 OR EQUAL OR EQUAL 6063-T6 O 4" I -BEAM 7" I -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM O 1 3' 1. 25' MAX. 3' e MAK 3• I� 6• 7625" I I 375" 7 .042" .042• .042" T-14" 7.675" ASTM A653 GRADE 50 T = 0.125 8n 6.656" ALUM. ALLOY 8063.76 _T L ALUM. ALLOY 3006-H38 ALUM. ALLOY 3004444 OR EQUAL _T OR EQUAL .375" ALUM. ALLOY 3004-H36 O ---1 2.875• OREQUAL M. 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM O W/ DBBLL3 x 8 STLAINSERT O STEELINSERT O SPLICE I SERT O DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD" PATIO COVER SYSTEM AS MFG. BY: VWMO ERN 0198 DATE: 8!52012 SCALE: NONE COMMERCUIL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TYPES 10.20 a 30 pal DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 HORIZ WIND - 90, 100 6 110 MPHSHEET 8269 ALPINE AVE., SACRAMENTO, CA 95628 (918)152-7021 FAX IW -/618 seles@durelum.00m 11 OF 33 2414 x 1/2' S.M.S. EACH SIDE OF 3' SO. POST 4 -TOTAL ALTERNA 1/4'0 LT W/ WASHER EA. SIDE OF 3- SO. POST ii—L-11 +.10' �! Iso-� 3' SO. POST 2.35' 2414 x 1/2' S.M.S. EACH SIDE OF 3" SO. POST (4 -TOTAL) ALTERNATE: 114'0 BOLT W/ WASHER EA. SIDE OF 3- SO. POST 3 3- SO. POST OR .240' 1'-0" GUTTER FASCIA 2'-0" 6 - #14 SDS MAG BEAM 3'SQ. STL. BEAM 3• SQ. POST 13 DATE: 9/BR012 BEAM TO POST ALUM. ALLOY 3105-1-125 DURALUM PRODUCTS, INC. 1(916)452-7021 1.50" 1.50" .28" -L2' 2' LAPAt0 ERN 0195 018" COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ATTACHMENT P 2 1 1/2" SQ. OR 2" LATTICE TUBE ALUM. ALLOY 3105-H25 REVISED BY: .28"-L3rr 2rr " f P1 2"x3" LATTICE TUBE BEAM TO POST CONNECTION DETAILS " x 8" x .042" BEAM, 'SQ.STEEL OR IAG BEAM. @ 90 MPH & 100 MPH -1 (4)-#14 SDS @ EA. SIDE TOP & BOTT. TOT.=16 @ 110 MPH - USE (6)-#14 SDS @ EA. SIDE TOP & BOTTOM 'X W ALUM. OR TEEL POST . H - BRACKET TO POST #8 x 4'SMS.2 1/2' 1 1/2- SQ., 2- SQ., OR 2-x3• LATnCE @ 3.O.C. MIN. ^ TO 6.O.C. MAX. LATTICE TUBE TO RAFTER 17 "L" FASTENERS. 1'-0" 4 - #14 SDS 2'-0" 6 - #14 SDS X-0" 12 - #14 SDS FASTENER SPACING = 3/4• #14 x 1/2' S.M.S. TOP 8 BOTT. (2) -TOT. ROOF PANEL ROLLFORMED OR EXTRUDED GUTTER #14 S.M.S. @12-O.C. FASCIA 6 1 /2'x2•x.024 RAFTER r r, �` r No. C37948 aER.03/3,1113 / 1 !TENER TO FASCIA - SEE TABLE FASTENER TO RAFTER TAILS - SEE TABLE w OPTIONAL LATTICE TUBES 0 00 FASTENER 6112- 0 112' 00 GROUP 00 ALUM. BRACKET X 2" 1 1. 1 'L' SEE TABLE RAFTER "TAIL" TO GUTTER 15 (4) - #14 x 3/4"TEK SCREWS BRACKET TO RAFTER 112' MIN. L_ (4) -#14 x 3/4" TEK SCREWS OR (6)#10x 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: DATE: 9/BR012 BEAM TO POST 10, 20 8 30 pat DURALUM PRODUCTS, INC. 1(916)452-7021 LAPAt0 ERN 0195 SCALP: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ATTACHMENT HORIZ WIND = 8288 ALPINE AVE., SACRAMENTO, CA 85829 REVISED BY: RANCHO CUCAMONGA. CA (951)741-2 107 90,100 a 110 MPH FAX 403-1818 wlee♦9Aurali"n.00m SHEET 13 OF 33 SPLICE DETAILS 11 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT 9" I I 24• I I I I I (8 TO M.S. II #12 S.M.S. II TYP. THICKNESS =.035' (24 TOT T.P. THICKNTSS = .035' 8.35• II � II + + ++ + + + + ++ ALUM. ALLOY 3004-H.1ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS (2)#10 S.M.S.@ EA. VALLEY, TYP. FLANGE SPLICES - ROLLFORMED & EXTRUDED FASCIAS t -SEAM ALUMALLOYJ I AS NEED DDTTOCLEARR (6061-T6) ALTERNATE ( SQ. POST,CONNECT WEB NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. STL. C -BEAM TO POST W/ (2)- 5B' 0 THR3" TOTAL= (8}1/2'0 BOLTS AND (3 05/8' 0 THRU BOLTS F c SO. POST @ 7' 1 -BEAMS 1F, I o 0 0 �� ',� BEAM TO POST CONN SPLICE WHERE OCCURS O. C37948 �Y 0 o P.133/31 f 13r %_ n #12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS @ 8.O.C. MAX. STAGGER IN BEAM FLANGE ALUM. ALLOY 4x3`AL•UM.'1'BM.OR TOM CAMPBELL 8: ASSOCUITES, INC. \— 7'x4" ALUM. '1' SM. AT 7' I -BEAM: 8083•T6 ADD'C' SPLICE X 18' LONG 16"—�1, ^ AT ALL COLUMNS - V 4" I -BEAM 0 20 10, 20 6 3I 3'-0^ MOMENT CSPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. I A' --I D 90.100 8�0 MPH SPLICE WHI occul ALUM. ALLOY 6063-T6 7" I -BEAM MOMENT CSPLICE ROOF PANEL 4x3`AL•UM.'1'BM.OR TOM CAMPBELL 8: ASSOCUITES, INC. \— 7'x4" ALUM. '1' SM. AT 7' I -BEAM: (4)-1/4'0 M.B. BEAM ADD'C' SPLICE X 18' LONG TO BRACKET AT ALL COLUMNS - COMMERCIAL AND RESIDENTVU- STRUCTURAL ENGINEERING BEAM SPLICE DETAILS 0 20 10, 20 6 3I (CENTER AT COLUMN). REVISED BY: SECURE TO 1 -BEAM D 90.100 8�0 MPH IN 9299 ALPINE AVE., SACRAMENTO, CA 85829 (918)452-7021 FAX 4031519 eelea�durelum.00m W/ 8414 TEK SCREWS EQUALLY SPACED - 1' FROM ENDS. 2- 3/8'0 M.B. THRU STL. T BRACKET TO POST. POST, SEE SCHEDULE ALTERNATE BEAM TO POST CONN. DRAWN BY: E.N. TOM CAMPBELL 8: ASSOCUITES, INC. LOAD PATIO COVER SYSTEM AS MFG. Y: IAPMO ERP 0195 DATE: 8/52012 SCALE: NONE COMMERCIAL AND RESIDENTVU- STRUCTURAL ENGINEERING BEAM SPLICE DETAILS 0 20 10, 20 6 3I DURAL PRODUCTS, INC, REVISED BY: RANCHO CUCAMONGA. CA (051) 741.2107 D 90.100 8�0 MPH IN 9299 ALPINE AVE., SACRAMENTO, CA 85829 (918)452-7021 FAX 4031519 eelea�durelum.00m SHEET 12 OF 33 10# L.L. 90 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C * THE MAXIMUM 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 a SHT. 25 FOR FREESTANDING /,\pNAL CL =� x� _ ~ 4891NoC . 37 FxP`93/3_t FOOTNOTE: "SAMPLE' FIGURE INDICATES EXPOSURE B fa FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. Ela. 3" SQ. 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 } PATIO COVER SYSTEM AS MFG. BY: OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT > a COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDINGHORIZ 10, 20 a 30 psr �o MAX.COL. FREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND 'ATT. FREESTAND ATTACHED MAX.POST MAX.POST MAX.POST MAX.POST �o m_— 3 SPACING ONSLAB* SPACING SPACING SPACING FTG MIN FTG. SPACING FTG MIN FTG. FOR DBL. FOR 3' z 8' FTG. MIN. FTG SPACING FTG MIN. FTG SPACING F7G MIN. FTG. MIN. (SPAN) (SPAN) m SHEET 26 OF 33 POST POST POST (SPAN) POST (SPAN) POST POST (IN.) (IN.) (IN.) (IN.) 2-x6.5 x032' BEAM (IN.) (IN.) (IN.) (IN.) (IN.) (IN') 10N 90 MPH TYPE TYPE TYPE TYPE TYPE TYPE 4' 17'-0" 12'-11,-9" 29 (� 1416 20' 019-1^ 33 (� 1618 14'-013�" 14'-2;3,-6" 30 G 1416 2624'-10" 35 G 1 20 36'9" 39 G 20 B 4' 5'-1" 3 5' 13'-7" 11'-4" 28 G 14 17'-11" 32 G 17 12'-6^ 12'-8" 29 G 15 23'-3" 34 G 18 32'-1 " 37 G 21 B 5, 10'-11" 16 17'-1' 19 11'-11" 12'-1" 17 22'-2" 21 31' 4" 24 E 6 11'-4 " 101-8" 28 G 15 16'-4" 31 G 17 11'-5" 11'-7" 29 G 15 21'-3" 33 G 19 30'-0" 37 G 21 B 6' 10 4" 17 15'-7" 20 10'-11" 11'-0" 18 20'-3" 22 28'-8" 24 E 7' 9'-8" 10'-1" 27 G 15 15'-2" 31 G 18' 10'-7^ 10'-8^ 28 G 16 19'-8" 33 G 20 27'-10" 36 G 22 B 7' 9'-9" 18 14'-5" 20 10'-1" 10'-2" 18 18' 9" 22 26' 6" 25 E 8' 8'-6" 9' 8" 27 G 16 14'-2" 30 G 18 9'-11" 10'-0" 27 G 16 18'-5" 32 G 20 26'-0" 35 G 22 B , 8 9'-4" 18 13'-6" 21 9'-5" 9'-6" 18 17' 6" 23 24'-10 25 E 9' 7'-7" 9'-3" 27 G 16 13'-4" 30 G 19 9'�" 9'-5" 27 G 17 17'-4" 32 G 20 24'-6" 35 23 E 9, 9'-0 " 19 12'-9" 21 8 -11" 9'-0" 19 16' 6" 23 23'-5-1G 26 F 10 6'-9 " 27 G 17 12'-8" 29 G 19 8'-10" 8'-11" 27 G 17 16'-5" 31 G 21 23'-3" 34 G 23 E 10' 8, 8" 19 12'-1" 21 8'-5" 8'-6" 19 15'-8" 24 22'-2" 26 F 11' 6'-2" 8'-8" 28 G 17 12'-1" 29 G 19 8'-5" 8'-6" 28 G 17 15, 8„ 31 G 21 22' 2" 34 G 24 E 11' 8'-4" 19 11' 6" 22 8'-1" 8'-2" 19 14'-11" 24 21'-2" 27 F 12 5'-8 " 8'-5" 29 G 17 11'-7" 29 G 19 8'-1" 8'-2" 29 G 17 15'-0" 31 G 21 21'-3" 33 G 24 E , 12 8,_p• 20 1 t'-0" 22 7'-9" 7'-g" 20 14 4^ 24 20'-3" 27 F 13' S'-2" 29 i i 18 11'-1" 29 H 20 7'-9" 7'-10"18 H 14'-5" 30 H 22 20'-5" 33 H 24 , 13 20 10'-7" 22 7'-2" 7'-6"29 20 13'-9" 2519'-5" 28 F 4'-10"30 m H 18 10'-8" 30 H 20 7'-4" 7'-T" 30 H 18 13'-11" 30 H 22 19' 8" 33 H 2514' 20 10'-2" 23 . 6'-8" T'-3" 20 13'-3" 25 18'-9" 4'-6" 31 H 18 10'-4" 31 H 20 6'-10" 7'-4' 31 H 18 13'-5^ 31 H 22 19'-0" 32 H 2515' 21 9'-10" 23 6'-3" 7'-o" 20 12.10" 25 18'-1" 28 * THE MAXIMUM 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 a SHT. 25 FOR FREESTANDING /,\pNAL CL =� x� _ ~ 4891NoC . 37 FxP`93/3_t FOOTNOTE: "SAMPLE' FIGURE INDICATES EXPOSURE B fa FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. Ela. TOM CAMPBELL 8 ASSOCIATES, INC.J LATTICE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0185 FORZA:N 012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDINGHORIZ 10, 20 a 30 psr DURALUM PRODUCTS, INC. NE RANCHO CUCAMONGA. CA (951) 741-2107 A AND ATTACHED WIND = 90 100 a 110 MPH 8289 ALPINE AVE., SACRAMENTO. GA 85828Y: FAX 4031518 SHEET 26 OF 33 10N 90 MPH (918) 452-7021 SOW-,@dumlum.00m 1 10# L.L. 100 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C I THE MAXIMUM 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 8 SHT. 25 FOR FREESTANDING FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE B -.a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. V,&'§4ffl P5 = r ~ No. C37948 y'Y kNEa. 03/31/13 /—) : E.N. 3" SQ. STEEL BEAM I DBL. 3"x8"x.042"BEAM DBL.2"45"x.032" BEAM TW" BEAM w/INSERT I DBL. 3"x8" BEAM LATTICE LIVE LOAD" ATIO COVER SYSTEM AS MFG. BY: OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT IAPMO ERp 0185 � o MAX.COL. MAX.POST MAX.POST FREESTAND *ATT. FREESTAND ATT. FREESTAND ATT. FREESTAND ATT. MAX POST FREESTAND ATTACHED MAX.POST MAUC.POST MAX.POST ► � o m_ - 3 SPACING ON SLAB* SPACING SPACING SPACING FTG MIN FTG SPACING FTG MIN FTG. FOR DOL FOR 3' x 8' FTG. MIN• FTG SPACING FTG MIN. FTG SPACING FTG MIN. FTG. MIN. m_ - RANCHO CUCAMONGA. CA (951)741-21107 AND ATTACHED 10 0 LL 100 MPH (SPAN) (IN.) POST (IN.) (SPAN) (IN.) POST (IN.) 2'x8.5'x.032- BEAM (IN.) POST (IN.) (SPAN) (IN.) POST (IN.) (SPAN) (IN.) POST (IN) POST 8264 ALPINE AVE., SACRAMENTO, CA 95828Y: (816)152-7021 FAX 10.41519 "ftWumi u".o"m SHEET 27 OF 33 TYPE TYPE TYPE TYPE TYPE TYPE 4' 17'-0" 12'-0;,-0. 30 (� 1516 19'-718,-6" 34 G 13'-10 3-1" 1719 13'-411' 31 G 1617 25'24,-0^ 37 G 1 21 36'-34'-0- 40 G 2124 B 41 p^ "13" 5' 13'-7" 11'-2" 1 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 5, 10'-9' 17 16'-6" 20 9'-10" 11'-8' 18 21'-6" 22 30'-5" 25 E 6' 11'-4" 10'-6" 29 G 16 16'-0" 33 G 19 10'-10" 111-4" 30 G 17 20'-9" 35 G 20 29'-4" 38 G 23 B , 6 10'-1" 18 15'-1" 21 s'-0" 10'-8• 1s 1s'-7^ 23 27'-s" 26 E 7' 9'-8" 9'-11" 29 G 17 14'-10" 32 G 19 10'-1" 10'-6" 29 G 17 19'-3' 34 G 21 27'-2" 38 G 23 B 7, 9'-7" 19 14 -0" 21 8'�l" 9'-11" - " 19 18 2 23 2'648- 5' 8" 26 E 8' 8'-6" 9'-6- a -s" 28 G 17 13'-1 31 G 20 9'-5^ s'-9" 29 G 17 18'-o" 34 G 21 25'-5" 37 G 2a B 8' 9'-2" 19 13'-1" 22 7'-9" 9'-3" 19 17'-0" 24 24'-0" 27 E 9' 7'-7" 9' 2" 28 G 17 13'-1" 31 G 20 8'-10" 9'-3" 28 G 18 17'-0" 33 G 22 24'-0" 36 G 24 E 9' 8'-10" 20 12'-4' 22 7'�" 8'-9" 20 16'-0" 24 22'-8" 27 F 10' 6'-9" 8'-10" 29 G 18 12'-5" 31 G 20 8'-5" 8'-9" 29 G 18 16'-1" 33 G 22 2' 9^ 36 G 25 E , 10 8,-0" 20 11' 8" 23 7'-0" 8'-3" 20 15'-2" 25 21'-6" 28 F 11' 6'-2" 8'-7" 30 H 18 11'-10" 30 H 21 8'-0" 8'-4" 30 H 18 15'-4" 32 H 23 21'-8" 35 H 25 E 11' 8'-1 ^ 20 11'-2" 23 6'-8" 7'-11' 21 14'-6" 25 20' s" 28 F 12' S'-8" 8'-3" 30 H 19 11'-4" 30 H 21 7'-8" 8'-0" 30 H 19 14'-8" 32 H 23 20'-9" 35 H 26 E 12' 7,_9" 21 10'-8" 23 6' 4" 7'-7^ 21 3'-10" 26 1s'-7" 29 F 13' 5'-2" 7'-11" 31 H 19 10'-10" 31 H 21 7'-5" 7-8- 31 H 1s 14'-1" 32 H 23 19'-11" 35 H 26 E 13' 7'-6" 21 10'-3" 24 6'-1" 7'-3' 21 13'-4" 26 18'-10" 29 F 14' 4'-10" T 7" 32 H 19 10'-6" 32 H 21 7'-0" 7'-5" 32 H 19 13'-7" 32 H 23 19'-3" 34 H 26 E 7.2" 21 W-11" 24 5'-11" 7'-0" 21 12'-10" 26 18'-2" 29 15' 4'-6" 7'-4" 32 H 19 10'-1" 32 H 22 6'-6" T-2" 32 H 19 13'-2" 32 H 24 18'-7" 34 H 27 E 6'-11" 22 s'-6" 24 5'-8" 6'-9" 22 12'-5" 27 17'-6^ 30 THE MAXIMUM 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 8 SHT. 25 FOR FREESTANDING FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE B -.a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. V,&'§4ffl P5 = r ~ No. C37948 y'Y kNEa. 03/31/13 /—) : E.N. TOM CAMPBELL d ASSOCIATES, INC. LATTICE LIVE LOAD" ATIO COVER SYSTEM AS MFG. BY: IAPMO ERp 0185 012 FE7NE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10.20 d 30 psf URALUM PRODUCTS, INC. JPD RANCHO CUCAMONGA. CA (951)741-21107 AND ATTACHED 10 0 LL 100 MPH HORIZ. WIND" g0 100 6 110 MPH 8264 ALPINE AVE., SACRAMENTO, CA 95828Y: (816)152-7021 FAX 10.41519 "ftWumi u".o"m SHEET 27 OF 33