Loading...
13-1570 (PAT)44aP.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: 12/05/13 Application Number: 13-00001570 Owner: Property Address: 81434 JOSHUA TREE CT JOHN CLIFF APN: 764-280-999-131 -300236- 51434 JOSHUA TREE Application description: PATIO COVER - RESIDENTIAL LA QUINTA, CA 92253 D n Property Zoning: MEDIUM HIGH DENSITY RES ( L� Application valuation: 4000 Contractor: 9 2013 Applicant: Architect or Engineer: GOLD STAR CSTM PTG LQ P TI � 9 42335 WASHINGTON ST #F3 3 QUINTA ��'V ciTY of � PALM DESERT, CA 92211 FINANCEDEPT (760)574-1043 Lic. No.: 855623 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 Class: C33 C51 License No.: 855623 Gtf�pDate:f Contractor: _ OWNER -BUILDER DECLARATION 1 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, 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 _ 11, 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 contractorls) licensed pursuant to the Contractors' State License Law.). ( I I am exempt under Sec. , B.&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: LQPERMIT WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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 PREFERRED EMPLR Policy Number WKN1438263 _ 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 1 should become subject to the workers' compensation provisions of Section - 3700 of the Labor Code, I shall forthwith ,�comply with those provisions. Dater Applicant: AL. &L L' WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 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 1 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 Icounty to enter upon the above-mentioned property fore inspection purposes. Date Signature (Applicant or Agent):,/ AL_ V Application Number . . . . . 13-00001570 Permit . . . PATIO COVER 2013 Additional desc . Permit Fee . . . . 191.62 Plan Check Fee .00 Issue Date . . . . Valuation . . . . . 4000 Expiration Date 6/03/14 Qty Unit Charge Per Extension 2.00 95.8100 EA MISC PATIO COVER, STD 191..62 ---------------------------7------------------------------------------------ Special Notes and Comments PATIO COVERS - (2) DURALUM PATIO COVERS. 1-195 S.Q FT AT THE FRONT OF THE HOUSE, 1-166 SQ FT AT BACKYARD PER APPROVED PLAN. 2010 CALIFORNIA ENERGY CODE. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 PLAN CHECK, PATIO COVER 188.76 STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid Credited --------------------------------------------------------- Due Permit Fee Total 191.62 .00 .00 191.62 Plan Check Total .00 '.00 .00 .00 Other Fee Total 190.26 .00 .00 190.26. Grand Total 381.88 .00 .00 381.88 LQPERMIT n Bin # City Of La Quinta Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 94 Building Permit Application and Tracking Sheet Permit # C ���� Project Address: it s Owner's Nat: Fr A. P. Number: Address: S401-6 Legal Description: City, ST, Zip: Contractor:Te � a�C �s phone: 5� cut F BL -34 Address: 7Z,35— V)4, k,!M. o4 Project Description: City, ST, zip: C. (G1n t TTl4 Mme'¢')el Telephone: State Lic. # : City Lic. S. Arch., Engr., Designer: Address: City., ST, Zip: Telephone: <>>::<:<> :>:<:>:<:>:::i::<:: tii is :l;: l;;;;.;».:>:;:;;;.> Construction Type: Occupancy: State Lic. #::•>.:;; Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: Sq. Ft.: j%g # Stories: # Units: Telephone #,of Contact Person: Estimated Value of Project: �U�O APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan .Plans resubmitted Mechanical Grading plan 2°" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up '�, S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person • A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees Trilogy November 21, 2013 John Cliff Mary Faria-Cliff 81434 Joshua Tree Ct La Quinta, CA 92253 Property: 81434 Joshua Tree Ct -Account: CONDITIONAL APPROVAL Dear John Cliff: t We are pleased to inform you that your plans for installation of an attached patio cover, received on 11/05/2013, have been approved by the Design Review Committee with the following conditions: 1, 2, 3 and 19 (see attached copy). This approval does not constitute consent by the Association for the applicant to encroach, trespass, or build on any property other than that of the applicant. This approval is related solely to the items reserved for approval by the CC&R's in accordance with the Design Review Guidelines. The approval does not extend to the quality of work done by your architect, or contractor, or to any structural engineering, soils engineering, or site grading and drainage design. You are urged to obtain the services of a state licensed professional for consultation as needed. The Design Review Committee is composed of volunteers. As such, it does not review applications to ensure compliance with building codes, or other local or state laws. Please be advised that this approval does not relieve you from obtaining any necessary building permits from the governmental agencies involved to ensure compliance with these codes. Any violations of these ordinances will be your responsibility to correct. Thank you for your patience in this matter and for complying with the Association's policies and standards. Fo t e Desi eview Committee Barry Stere t, CCAM, CMCA, AMS General M ager Enclosures - cc. Board of Directors Design Review Committee Trilogy at La Quinta Maintenance Assoc. Professionally Managed by Action Property Management, Inc. 60-750 Trilogy Parkway, LaQuinta, CA 92253-7717 Phone: 760-777-6059 Fax: (760) 777-1620 www.actionlife.com CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVE® FOR CONSTRUCTION DATE . I I BY -- 81434 joshua tree ct. laquinta, ca. DRIVEWAY STREET 1. ,-, 1. .......111.., .... �.,....�, ...",1...111 1 1. 'I ,. ,1 �. „i 1 1 1' 1 1: V 1' IIIIIIIIIIIIIIIIIIIIIIIIIIIIOt IIIIo111111611111uLI,dIJ!IJ1111 Illllllllllllllllllllllillolo PATI '1'11'' COVE'IRIIISY.STEM' ASIIIIM'FI(7. BY!IIIIIII 1u UIIEIIII ICI IIIIID VIIIIIIIIIIIIIIIIIIIIIN 111111111111111111111110 @1111oI6J11.!9111111111II1u . IIIIIIIIIIIIII0111111111111111 UflA PRODUCTS INC. I (II1 I'I 11'11 .I . III I "'I'1 Y11� Iljll'I'' 'lii 111 IIII �I'llll. '4 � 'I'f gyp, 111 1 II'I'tl>, I' 1� I I I!1.', . 11 1 1111 11 „ 1111!11 11•:1 L., ,: L. II 1 1 ! II I. 111"1, 1 11111 u I : 1.11 11 p 1,,1 1111 II I I LI1u1111 :III 1'111.1: I 1 1 I . , 11 , l 1 , I I 1 111. 1, :.111. 1'01 1 � III II 1111...,1.1 10 11111 OIII�I 1111 11 1 IIII 1 lo..: I 1 I 11111..1 I III 1111111/ II IIIf011 I III�I!Ill1 X10 I I „611,1.111 I 0�1 II 4 ,1, ,I' lllllN I Id.,11 : 1010 I d 111hIi ' I I IIIIII 1 l 1111111) .11011 I .111.1 IIII IIII f 00111 ! II11 II411V�I I III 10►IIII I, II�.111111IV111I' I�100 ,..11,aN.� I' ; NN�� Ilih� IIIIIIII01 !If III►011 �I 1111I IIJIII�1 I (N IIIINI � N�Vi IIIIIIII� I. I 0►011�� IIII I!I►I!Ild I f ►01111 F ,11 ,, ...1.,,11„11,1.. , ,� 1,11 1...111...1., :11,11,1111111111111111,11 ..11.1.111. l.�11 I 1 I NI DESIGR I1 MENiTBIIa I I 1 I 1 IIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIII 'NIIIIIIIIIIIIINNIIIIIIIIIIIID'IN�II�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII1,1111 x1111 I111� 161 11 111,' I, OIIIIIINIIIIIIIIIIII�II1111 �-,1,,,,,11„�--9NIN��NNNNI��Il�llllliiiiillll�u I' d�lllllllllllllllllllllllllllllll dlllllllliilllllllllllllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIII I�IIIIIIIIINillllllllll�llllll Efl"!��IIIPIIII ll!II 111111I!�plll@IUN of IC1711Nu IIIII�IID�Illllsi' l'1i11NINI�INIi1N111NiiN�llll{ RiJ1UERESI 1NIIililiilNllJ II J INI'si 1�11111i 11, ELI!!II IINIIIIIIIIIII �II /POST SURFACE MOUNT,,IAND FOOTING EMBEDMENT AILS `�6! r 1 112 !IIII 1111111111IIIII11E"I' n.PESII111111ih IIIIII IIIN(IIIIIIIIIIIIIIIII I I'19111i111'llllllll'VJ!II,�I' �IIIIIIIIIIIIIIIIINIIN' !� lNulllliill!PVlil'J!ilNi{ I IIIIIIIIIIIIIIIIIINIIIIP 12IIIIIIIIIIIIIIIIIIIIIItBEAMIISPLICEIDETAI N { 1 13 BEAM,TO POST ATTACHM NT III I I 1 I 1 IIII III III n , I 1 ...�1 .J ..LATTI N CE CO N CTI ' E O NS I 1.11 ,„111, 1 1 11111111 I II IIII 1�IIIIooulElullfllll�;,INIMUMIIREaUIREbIoClp�l � I � I� S IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111111111111111111111111 I IIIIIIIIIIIIINIINIIIIIIIIIII!I it d1111111�111111i!IIIIIO I 1 1171111111I11.p I „ , x1111 ,, 1,11 L, II ,,,,, I 11..,..IIIf1l 8 8 ...1 S L D POST SPACINCa 77� ATTACHED AND FREESTANDING 101! LL. 90 MPH w n1 111116 II nI1141111111n11111T!!I x Inl,1u''.I n 111n1 n 1141 u1,111n 11111,1,111n ,n 111nn11111111111u111,11. 1111 11111n:1 L Im, 111 PH 18NA119IIIIIIOBOE(DIPOST'SPACINOITA�BLEATTACHEDIAND FREESTANDING1110kL°L 100 MP IIIIIIIIIII IIIIIIL11x,,011111 „11 20 $ 211L...ISOLIDIPOST SPACING TIuABLEIATTACHEDIgND F�REEgT'$01NGIII RXIIIIIIFl`, 10 MPH IIIIII 1 1112311111111SOLID1„I I EDIAND FIRPESTANDING 20JtLIL 110 MPHII 2218 P,OSTrSPACING TABLE ATTACH 4111 ll1 II, ",. 4 6 111 LIDIF .. S OST PACIN § T H G ABLE ATTAC , ED AN D FREE TANDIN� S G 3011 LL. x110 MPH ••x1 II II ''1 o.x�L.1 , I II 111, 1 , 111 Q 11 I 1n111111w:„. � 111nd 1.11_ .6 I I I 1, I I III I I I I I I 1 II I 1, 11 I uu I II 1 II 1 "11 I II 1 26 ..........LLATTICE POSTiISPACING TABLE ATTACHEDI'ANO FREESTANDING 10# LL BO MPH (IIIIII IIIIIIIIIIIIIII II' , 27 T P E POS SAI IT, E ATT N 11,1xil'i, L AC ED'ANDFREESTANDIN II,m 1 I � III I G Oli M " II 111 N1„ II 1.. I I I I1 ,11 1 1 111 1 II III II I I II I I I I I 1 � II NIIIIIII II I II IIIIIIil28 ....LATTICE POST' A IP}SP �LE ATTACH 1I EO AND FREESTANDINGtI12q IIIQ(II (IIIITTICE POSTSPACCE AT���T���ACHREEI�NDINN,. # LL 11Q P.3d1111111,�IOIIIILATTICBPpSTiSPACR4 AlT1i1EHEOIiANDIIFREES 1ANDINIG113�1�LL.110!I�PHNIN... 3'211IIIIIIIIII161111 I. - n �... , 1111111IIIIIIIIIIIIIIISID'111IIT�SPACINGTI4AB IILEI�ATTACHEO�ANO FREESTIIIAIIDINGII21Ij�l'1111jQ1"M"IIII I IIII IIIINSUIL PE'ID'IIRIIi00FPIIEL �IIONNECTIION511II11111 IIIIN( 1111111 11111 ii Nlhjl!IIIINIlji6111 111111111 IIlII1IlIIIIIIII uluuuNlll 011111111111111 NIIIIII �IIIIIIIIIIIIII 1 11 'INO�INI 11111111111111111 �IIIIIIIiIII �IIIIIIIIIIIIII �III011111 I X011111111111111 1 �IIIIIINII IIIIIIIIIIIIIIIIII INNIIII �NIIIIIININ 11pNINNll��1 IIIIIIIIIIII011' lIIN01 � INIIIIINIIP 11J11111111!� �� IIINIIIIIIIIIIN 111110 ���INIIIIIII gIIIIIli111 IIINIIIIIIIIIIN 111°I ,III;II,TIOIIIN�IS�IIPREPiAR.:IED Bd 11111'gllliREGI,ST.E1REdIIII°� I IE15,I1GNti��I,I I'��i1!I,11,1 FESS1l1X11 NI/11LIII� IH14LI1'll'IIBEII,SUBIMIIII1I I1o 1 1!IIIIIIIHEI��uIIILI©IN1GIIOIIIIIIIIII'NVINI ECIFIED ON III PLANS.'iAND°T'I AT !Illi'I'COMMECMALI „APPLICAT10NSp;1iC8CANDIBCCH 1AIPTERlll18:;1 �IIIIIIhIIII0o, n101Ill";1111 p 1 1 hiIJ 1 111 R00,11' LNEII „I D SNOWIIL�&DS: 215 01 11130 POUNOS'PER ISQU I EIIFOOT AT ROOF�IN 'I III IIINIIIIIIIII IIIA VIIIIIIIIIIIIIIIII!' IIIb �IIIIIIIIII�,I11111111'uIIIII�IIlII111...! 111N�IIlIII E NT IIIIIlilll�lllllllll�ll II► 1011111(�IIIIIIIIIIIII�IIIIIIIIIIII I�IIII�IIIIIIIIIII�III II�NIIIIIIIIIIIIIIII�IIIIIIIII II II�I�IIIIIIINIIIUII�� IIIIIIIIIIIIIIIIII INIIIII'211 � II I IISPE s eolllhoo, �1io lllJ�kp uRE�§g1jnNdllg�l11 II I�1111111, IIIIIIIIIIIIIIIIII 1111111111111020 �R 30 11 •III I I II 11u 11 1 PI , T i ooF EpU T VIII (IIIIINNI 11.1111117. �I1,111111141111 I1 1 1I OI ININN�I!11 IIRgl41 SEI WIN, IIBASQE SITYEAR°111�IPOUfJ0;51PERu EdR F00TAERIYYIpT}IIIIIIOIIFIVIIIIEIR'JI' NNNNil1 NIINIIII IININI 5. SEISMIC DESIGN PARAMETERS: 11111 6 T h n IMPOR 1 'AN � E FAC. OR 1.0 C 11. 11 I I I 111 1 11 1 I 1.: I I 1I 11411:: 11111 I 1 n 111 I I I1 I 1 I. I I 1 I II I I 11 n11 , I 1 1 4 I 1 11 LI 1 I Ti I I I I 111 11 1,11111111111111 1 11,111111161. 11 I. 11111 II 11111 1111.1111 I 1 1,11111 IIII I IINIIIIIII 11111111111 IIIIIIIIIIJIII I VIII N I IIIIIIIIIIIIIIIIIIIN 111111 .11111 II 1 SrrE�CLAss. D III 11 IIIIIIIIIIIII IIII I 1111,1 IIN4 1, JIIII SEISMIC DESIGN CATEGORY: D 111111 NIII 111 ECTRAL RESPON FICIENT SEII II u111111 1111111„ 1 1 u hh 1111141, p1 11111111 FII l 111111111111111 II 0° III 1111111111111111111 INIIIIIINII u1�I11IIIN111NIIIIIIIIl111�lII! I RESJSON� (MODIFICATION FAC �11�1 {1,25 111111 IIIIIIIIIII I IIIIUIIIIIIIIIIIIIIIIIII I III 11111 II !! 1111111 1 B11 E N LATERAL FORCE R I ! 6 QU O IED I E 1 11 111���pinl 11 1.1 njl �1" 11 11 nl Ip y I I 1 'llllllllllllllllllllll11111111117. DEBIGI�IAssUMPTIONsabuu I�III�IIUIlI111111uuul 111111111111111111111111111111 illlllllllllllllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII ;1, IIIIp A_ MINIMUM BUILDINGIHIEIGHT OF11 „ .ISTRUCTURE'(AVERAGEII ZO' xlll'I'i i1 1,1.1 41 .111 I I I I: Ilw III 1 11111 N d l.,ll 1111 II III 11 N IIN IP ;I,;IriNIdI B. L1111EAS,TIBUILDINGW, IDTHOFIMAI„I�SITRUCURELI IINIIIIIII IIIIIIPI,IL1111 1NI (IIIIII 11 I I II 1 11 1. Il, lilli!Nlilili11"Ir1 C'I"MIIo�III��lII11M11COVEIRIIIS116i1 TTA°C�}IIIIIIEII11111 1111A SI dIlil �I°R�IIIINII ESTANDINGII1'11X'°'IIIIINII� II I .III 111111 11111 IIIIII 1111 11110 Ill IIS I 1 11 .I 1 I 1 I I 1 I I I I I I I I I III 11 I III I IIIIIIIIII IIII 1111111 I f l II N IIIIIIIIII II I N111111111 IIII (IIIIIIIIII N IIIIINII I I (IIIIIIIIIIIII I IIIIN I (IIIIIIIIIII II IIN I u IIIIIIIIIIIII I II I (IIII II I III I II U II II L 0 l D I I I I I I i I l III I 1I I 1 Illllllll 11 1111111111 111 (III 101111111IIIIIIIIIII 0111111 II 1111111 IIIIII I I I I III IIIIIIIIIII dIN11 001 111111111111111 I I NI I INN. 11111 I IIIIIIII �IINIIINII II IIIIIN( NNN 11..1, 1. 1 1 ,1 II1 I I'll I I I 1 I I 1 1 1 1 1 I I 1,1 I I I I I 1 I 1 1 1 I 1 I 1 1 I I 1 r 111:1 11 1 I I IIIIII ( I I I I I 1111111111.111 I .111 I 1111N1 111111,11 II 11 I 11111111:: �, III I I III 011 IIIIIIIII I I 11 1111111 III N1 II II j ,11111111 NIIIIIIIIII 10 I IIIIII (III I1 II 1161111. 111111111111111011111 IIIIII, IIII 1111111. III I IIID III I I III � ��'�'1� II �lllll � I 1.1 1111111{ II ,111 11j11'II 11 111'. I I I .1 11 1 I I III I II I I 111 .11 11. I, I � I � II 11 I I I 1.1 111 I I 11 I 1 ,, ,1I I 1 1 1 1 11 I 1 1. 1 1 111. 11 1 1 � I1 1 .1 I I .I,1 I I 11 I .111 1, I 1 I 11 1 IN 11 I , I 1. 1111 � I ,III NI 1„ IIII.I,.xl.l.11lll Illlllllllllllllllllllll 1111111N111111 111111111NIIIIIIIIIII 1 1,,..11,1 II OIINIIIIIIIIIIIIIIiII 1.1 IIIA SURCHARGE LOAD, UNBALANCED SNOW AND SNOW DRIFT." FOTHER HAVING JURISDICTION. ONTHATMAYBEREDUIREDBYTHELOCALAUTHORRY II 1 II III IIII I I I III I I I I ' II I I I II II II I I I I I 01 IIII IIN II II NI I II 01 I I II01 II I I I III I III III I I I I I I I I � I I III NNII III (IIII III (IIII N NIII III II III II II III III III III II I I I III 11111 II110 OIIINIII6 11111IIIIII IIIIINNIIII6 olNllll IIIIIIINIII6 IIIIIIIIIII IIIIIIIIIIIm16 Ildllpl IIIIIIIIIIuIII 1u�I111110 Illlllllllllolh. ,110111110 IIIIIIIIo11 dallllllll IIIIIIIIIIlll1, ,oIIIIID OIIIIINoII, 4,11111111 Illlllllllllllh III10� 11110111011 111IIOIlIII IIIIIIIIIIIIIII, IIIIIN ►►01 (IIII �IoNllllll IIIIIIIIINIi�II, ,IIIIII OIIIIIIIIII. .Io1011111 �IIIIIII�mI. 111 0111 ll IIIOI III i' I 1 1 1 111„11111111111111 „1 111,11 I I 111 11 1 111 11, :11 I I ,111. 11 I 11 I 4I u I I IIII IIII II ..IIII I. I. I I I I 1' r 111.1111111611.1 I 1 � I I II 4111 II III III IIIIIIIH 11111111.1111111 .111,111 Il I II I I 1 I , � 1 III III I DRA 11 I, (III I I I II 1111 tl 111 ,, AJillI I 11 I II I 11 I .. I LIVE LOAD �. 11 I I11 I I]OD xl I I I I I 11114111, 11 d, .11.„ 1x1111I II I 1111 IIII � ,,,1111,1„111,11„ .x..xll11111 1111 II JIIII III V II IIII III 1111111111.IVL11111111111V1111I IIII 111,.,1,11.,1,,,. 4111JIIIll1 III 1,111111,11 ,1116: 1111111,111111 .1111111111lllll 11111II1IIIIII,IIIIIIIIIII IIII I�L. .I!i NININNNI�, 1111,1111 � IIIIIINIIIIHIININ--- IIII I IIII 11 IILLIIIIIIIIIII l IIIIIIIIIIIIIIIIIIII 111111 111TOM.CAMPBEILaIAssocwTES,IINc. lllllll IIIIIIIIIIIII Ill IIIIII 11 I , lllllII III (IIII l 111 IINIIII ,: nl?TnE SHEET(, .qd 10," 20 41 nl A .111, ¶ , UPMO ER✓t O1B5 OAiE: 160,8012 ps,URALUM PRODUCTS INC.x COMMERCIAL�AND RESIDENT L g RAL ENGINEEAI - �„ ,I 11 - 41 1 .ullll .n 1 1111111 1116 I 11, 11 SCALE.,NONE III I1 n 1.:,1x1 ................... ,lu .111�i, 711111111 .11111 111111 DESIGN LOADS IZ,MNO INE AVE., SACRAAfflITpG11 B6B28 ;I 111 SHE � ETIIT 1 � 111111111111111�..I�n.e II�rx1x1 �A1 .III (IIII NI, IJIJA111111111111I6.IIIIIIllI7 1 1 II x „11,111 x11.x...x..x..1x11,x11x „111111111111111, ..........1.1x1xx1x I' l ' 1x.. I IIIIIII��1I 1111111 1111111 (IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII� 1111111111111111161111111111111111111 (IIII 11111111111IIIIIIIP 11111111111111111' «Iu1,11 IIIIIIIIIIIIIIIx 1x11' „w 1 „1 1,� ^ • , 1xx1- ,uxllxx � � • , ,11111 , -_ .. . , ,,.. IIIIII (IIII � I� 111NI I 1 1 I ' I I I I 1 ( I I I 0 I I ! 1 1 I I 0 0 I I I I I I I I I I 1 0 I 01 01 I 1 D I I I U I I I l I l lllllo� � IIIII111r1 � � IIIINIhId 1 X111111111 N I III0011111 IIIII0111� IIIII10111 � IOINI011 � OIINII11111 � I I�INI011� � IIIIIII01111I 1 (IIIINloI � �N I IIIIN�hi � ���. I�1h01 IIIIlI1�111� N IIIIIIlO � IIIIIIIIII � � IIIIIIIIO� I IIIIINIII� � I ...qNl,. ,I.,I �,, •11, Iul1 m I ,, .,......_..,....Imm�r. ,;rvr n1111..............o : �:,.�� �,,, U I I 111! !!111, 1111 j: !I III ILI' Ill I I III III I I I I I I I I I I I I III] Ili '!1111411111 ii'li, III IIIIIIIIIIIIIIIHIIIIIIIII, I 1 O,,, II ,,,r11.. CVER S,YSTEN(AS FG. BY.! M PRODUCTS, It�Cu �1'1116111"N'IIIIIVIII�10,1,11113 IINOT Ix.1111111111 II110111111 , 0100 I IIIIII011 II(JI - 1 III ISI �IIII�I Y IIIIIIIII I I I IIIIIIIII I Illllllllll ,I IIp�O GOVERNING CODES . 111 .......... .. .. �.._.. _.....,..._,�-,�-r; , , ... ._. ,,,... .._ ..: hull I_ ..... ..., �.. ,.. _. I I, 1 - II , ,--�.�. II 1 ,.,,. Iap41I n11uw1uuul w,l,,lWlnl.ul.alull �nrr++m'�raml+�m�r��IIININIIIIIIII IIIIIN I VIII', ,!III. 1, THE DESIGN COMPLIES WITH 7)IE20091NTERNATIO ILII LDIN I�� III I � III UMI 1„VIS 1„1,a. 1,1,1 11) . G CODE, 2 I R 1TIONAL RESIOENTI CObE 2010 CALIFORNIA BUILD GRESID �p 11 ,, , II I ,ii ,,,,,,,II I,. Illn,d „ T , ENTIRE CODE$.I!,LrEJSE17.0SMINIMUM N 11116666111 J1611IInII11111 IIIIIIIIIIIIIOE'SIGN-L-DADS FOR BUILIDINGSIAND'OTHER STRU ° RES'nND THE 2005 ALUMI ;MANUAL,AD 'ALiI° 1mm,n„� , „o 0,111111 _. ,, nI111111111I11 d; tldll M.1 II 1' IM Illl�lpl IIIIIIIo 1� ! 1 NG NOTESII:'lllll�l �11lill 10 SDI — SII II IIOIo1110 (IIION Illll Inll�lIl�f 711n1� III mu II. IIIIIIII 110011 OOj �11� IIIIII IIIIII ��hl �SII II011III all •I1 ., ,.�ALLALL IINO EACH INSAPEI OFOOFIdl �II II L u„ (tY 9�AN COLUMN SIZE ESHAM BE CIRClEI, ,I I, „I,I d 1 I I, 1 „116 II,,If II ,,,IIIIIIIHSTALTOSH4L�1ANIIDENTIFYINGTACi111NU1 ATIN 1 ^III "0114lI1r1 IIIIIIIII6�� �IIIllllll THE DRAWINGS'!AND SPE °IFI T NAME AND ADDRESS OFTHE MANUFgCTf1RlcR DESIGN LOADS AHD„ENCLOSABILITy mallu ul1r,. 11,1 11111 a„ C CA IONS SHOWN REPRESENT THE FINISHED STRUCTU E UNLESS OTHERWISE NO D, ANDIDO NOT INDICATE THE METHOD'OF CONS f' !I dllup 1 n. „ea,.. o,: 1 1, 1R,,,,IIo: l dl,l a.. :...63TRUCTION. THE 16161IIIIIIIIIl1 IIIIICONTRA T .� RI�. „ I I ” „ . 1 Ir„1,111nli:::. 6�J111111��f1,:11 IIIIIIIIIIII 6 1„, CIO S ,HALL $UPERVI,SE AN„DDIREC,„JI ELI, „ 1 1; dl 6 1 N MEAN,S6 M DSII TECHNIOUESI;IISEQ I NCESAND PROCEO ESI 1 III I FORALL ONSTRUCTIO �0 f I fill THE ,PROVED SET O NGS AND SPECIFIH Ii ONSK 71WLL1HALL BE, SOL Y RESPONSIBLE �I�1, „ II q „1„1 „ S , E EPTIAT E B SITE AND SHALL BEI AI E TO THE IAUTHOR D RESEKTATIVES 0�1 q” n „I,16:.„:���I1,n::„i dlll„ 111141111n 6:„,1,11:a ,� 11 �6:d,,,G� E BUDDING AND SAFETY IIII �III��QEPTMENIr411iTHERE11 BE NO DEVIATION FROMTHEIIAPPROVEDfIQ4lNJS I�DI�`�PIECIFICATIONSIIINITHO�l1I RI�IMAPPROVED�IC91IHGE�OR'D�ER� "OIIIIIIIiIIIIIIb �I�IIIIUIIW 111111111111111111uI"' ��II�I��IIIII� 81 FREESTANDING COVER mlr ar111 l e S S `� NOTBEI ENCLOSED WITH ANY TYP s 4 . 1 L.. E OF SOLID OR MESH MA R I ,„1 d.,..:r�,..4,�..,,,,1 TE IAL I II Ili I u1„16,,,11,,:,,,,, , I ,: ,�L::::�.,., ,. 11 � I I. II I I I 1 11 ,,,111,,,, 111„1,,,, �:� ..11,. , II 111::,11,111,111,11'1",111 ���� _.,,.:a_,u�l 111111!'1114111r�411111 7IILINEWICONCRETEFOOTINGS6S 11 111 11II,, a ,III,. 0111111111111 IIIIIII001 hl� �I,6111111I IIIIIIIIIIIIII IIIIIIIIIO 1I1111VIIII,,I16'I11,11 011111111111 IIIIIIIIIIII II„1!��Ild 111,1 IIIIIIIIIIIIII IIIIIIIIIIII 11111 ,III � I „I ,,� HALL.BEARIION FIRM, NATURAL, UNDISTURBED SOIL OM CERTIFIED FILL 9'11 n111; 11'I�L 8. ATTACHEI)COVER Y.BE SECURED TO AN EXISTING CONCRETE SLAB P OVIOEO T E SLABIIS'AT I p nl „1,11 „Ili a ,,,,,u 11 V..,.., LEAST 31121NCHES�TMICK"AND IS LOCA ED IN'AREAS'WITH MP 1 1 1 4 A FROST DEPTH OF ZERO AND AN I r 1 I I r 1 .I : I I e 1 �I I I' M M I I U COL MN 6 I ry U LO 'FNl I I I I I 1 50 P N I, I I I I I I I OU DS. I 1 ( I (IIII III I I I I III 1111 U11IIII I I I111IIIIIII VIIII 1II111106111� II I IIII6IIIIIIIL. 110I111111111�11 1:,„JI,::,,:::,,,„.:,. ftSl114:11116,1. _................._.IIIIIIIII IIIlillllllllllllllllll�l�ll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �IIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIII IIIIIIIIIII III IIIII1111IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIi� I u I u 1111uI l 1II111111111111111111111U11 I IIII MlNlllllll � IIIIIIIIII NO � I,,, ECOMM, „ RTS ONLY WHEN LOCATED I��IARJ;11'W q FROST DEPTH OF ZERO. 20 UNDS PER SOUAR FOOT L.L. AND GREATER Y BE COMMERCIAL 6 US -D.AS CARPO„ 10: DESIGN LOADS GOMBI L' In 1 'I TONS ARE IN ALCOR A D NGIE LTH' IBGS CT N � E 10 S 18.31.8 805.3.. t 21 1 II I III 1 I. I III I.41. . , �� P I 111 I I 1 I I I . I I I 1� :,III I 1. 1 � 1 1� 1 I I ,I I. 111.11111.111.11 Ir,1..1111.u:111 I I I 1�:1�111111 IIIIIII IIIIIIIIIII .IIIIIIIIIIIIIIII Il� 111, II I� I u , � I IIIIIIIIId111:11,� IMIIII6111III11MI1 I III I � :� p �;I1I cEstcN coNsloeRnnoNs; ( 611 0111 1u1111 (IIIIII IIIIII 1:'!I JII�II Ig,;a t 1I . I � ,, ,I MI MUM ROOF SLOPEF R " •ID O SOL ROOF PANEL I S. !41 H I NC ER FOOT. I 1 1I I 1 II ,I. : I , 1 „ 111,1, II I I 1 I � I I 1 I I I I II 11 I „ . I I II IIIIIIIII61 , I I 1111111111 IIIIIIIIIIIII I IIIIIIIIIII6111111101 111111111 IOIIIIIIIIII61111III 111111111111111 IIIII111111 10�I�1111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ,JM CDVERIII,;01 PROJECmg,H. IIIu111111116111u1111111u6111I II 111u1111UiI11u1M1011 �6 ullllllll II IIIIIIIIIIIIIIIIIII OIIIIIIIIIIIIIIIIIIIIIIII , IIIIII I II011111�I I illlll�lllllllllllllllll 1• I IIIIIII , 1111111 IIIIIIIIII i u IIIIII , I IIIIIIII 1 IIIIII 1 IIIIII , 3 M I UM SIZE• OF EXISTING 00� OVERRAN T I I 1 I I 1 I 11 ,,, Ilrlr+ .:::.�� ��11n.e 1111 �:, �T G A ACH�'� COVER; 50 SQUARE FEE. 111 11 1 1 1 , ,,,1,11, Runll ,. .�:� .Ix.... n 1 1 1 I1 TNG ,10112l„:I,Iml,,,ll: ,I�:,�„:��,::J„:��::,�6:,,,• 111. IVIII61111161111111111111111 10114!IIIo�ERs AREIIOESIGNA� E011iiEEO BUI IIDINGS� AS'IOEfINEO IN ASCE/SEI SEICnON11B:5.13. ��1111111�IIIIIIIIIII�IIbII 00111111111111111111111 III!II,II'i11111111111�11111111 allllllllililllllllll�ll� 111111111111'�J1�1�I1111111 101IIIIIIIIIIIIIIIIIIiI �I111111911IIIII111111111II6, Iilllllllllllllllililllll 18. COV S SHALL MOT BE INSTALLED IN AREAS'NEAR HILL S'I RIDGES AN AR AS D FIN I „ �tl1I'I „ml I�:.,,,,.: „ 1, -.FINED, N ASCE/SEI T. SECTION u6 5.7.1. � I � IIII , 1116,,,111,1 "1: ,u .11,11, II„L:In,: �, m11111111111111111111111111� uLa1„41'1 IIIIIIIIIIII IIIIIIIIIIIII e-1,11 141'•11111 VIII !0161111 11116111 181pTHEIFREESTAN,OING ANDI ''TT"CHEO COVISRSI'NO -G FIEREIN ARE DESIGNED AS `OPE STRUCTURES' AND '?A1111 � Y ENCLOSED ' RESPE,,, LVE Y'11'IMA Q ,,, III IIIIIIIII 11611 VIII 1 p q6 „1CT L CCORDANCE WITH ASCEISEI 7, S CTION ::'1 II 85 3 1 I' I I ' I � I 1 I 'I I I I IIII I I II i .1 : II II II � II u III 111,11,,. I , 4,,: 61 1 � I I I I1 11 1 wl I �:. IIIIIII I1 .. III IIII i I I I I11 II I II I I, II11Iu11111111, II I � II n 111 III I nl II II 111 „ II IIIIiuIIIIII6111I11: IIIIIIIIIIIII ullIIIIIIII n1,1 IIII I (III1111111n1 IIIIIIIIIIIululllllllll11111 I�IIIIII II ul 11 IIII VIII III III IIIIIIIIIIIII (I a7III�E 1fti4T10 (H�)U COVER MQOOF HEIG IIII (H FT IDI �1gEd BY T EC0VER PR EIC RON OR VN IDTH 1 P IIIIIsq °OTEDHONE 1 6( ),I JI (� IIIIII IIII IIID ILO IIID 1 .THE�p TIO. UP. COVER LENGTH L FT_ DIVIDED BY T E V R P" 1 1 1 i( ?n (, .) H CO E ROJECTR WIDTH P SHALL NOT BE LESS THAN 11 . n I IFT) I I I I 11111 h111111u I ll 1,u,lldlll, a 1 � � , . I( I I I III I 1 1 0 III. F. 11 11 JL1 I I I I I II 1.111 111 1� 1II11.1� VIII, I I, ,I IIIIIII I I I 11 I �11 1 I 111�I111,,1I I,,III I 1111 I I. I IIII I �� I. L I I11"110i11,6 L I I ,I II l I II, 1 II I I �L .ILJII I 1 IIJOIIIIIO,IIIIIIL.'0 O�ur><RI,► .IIIlulil I Ilfr,Illl:Il1I,� 111 11111161VIIIII a Il::lu.� l,l,:.�IM6111 111 6:L1111.11111.1,.1,:1 u111111111U111 IU (IIIIIIIIIIIIIII Il I,.11.,1 I ,111.,1.1,11 IIIIIIIIIIIIIII III 11�11111,,ILI,I,.1 011111111111111 0 11j1:11L LSPECIFICATIONs ,11111III111110� 61411116'1 111IIIIIIIII 1:101"IIIIIIII11i11 11',IP:' 111111 I�11!111,' 1111 1141111.'�I IIII InLI IIII r;lI 11111 1111 111 „Il I, l,u EAMS S LL, BESPLICE�D OVER THE CENTERS P T U R N Y FA''r PO O L O ,THREE PO T S DIT( N CON O I I , II Inl, .n: I � ,11, nn... I 1 III,::(,. 1111 In ,�. ,::, , �: i ' 1 o l ,,16,111,,,, II 14f1111161u114•tl111111. OIIIIIII IIIIIIIIIIIIIII II ,II II 11116111161111111 IIIIIIII IS�I IIIIII dIllllulll1u11161111111111 1 161IIIIIIIIIII111171111111111IIIIIU 30111TERNATEIIAEUMINUM AIlQ,Y31MAY BEI($WBSTITUTEDIIFORIITHOSEIISHOWN, PRO. DEOIITHEYdgREIIREGISTEREO,WI?H THE'11AL�IUMIN f1 M ASISIOCIIAI?ION ANI D'FiAVE EQ �IpI�l1 DIIRIIIIR�T4EIIR11111Y�IEI�IIII� IIIIII IIIIIIIIIIIIIII D (MAT 1 4 E STRENGTH '1 �I ,: S. , I. Id:1 ,. „ II II �. 1111 II I I II 1111111111 IIIIIIIII II Ill 1111"' I I I I I. II I I III i III 1 IIIIIII IIIIIIII II l u I I 1 I I I IIIIII IIIIII �i 11 IIIIII IIIIIIIII,. II 11111111 IIII IIIIVu1 111 Illlllllllllll 111 11 lllllllNllr IIII I 111 111 �ONCRETEIsMALLIHAVE'� I1 MINIMUM 11811 All COMP N � � 1 I II.�,1 � , � !I ..11 I , I II1I1111�1I11111 IIIIIIII�III11I1111�III111II11 �IIIIIIIIIIIIIIII�III IIIIIlII11111�1IIIl11IIIIlIII TIIIIIII��IIIIIIIIII IIIIIII�I11I1111�11IIIIIIIIII 11I11111111II1111111111 illlllllllll1611I11IIIII1111 II I I . IJI,D 11 N RT lll_1..11 ,.,,,,,,,11 i111"' F IE� TRENGTH 0„FIIZ1 ���OSI,PER SQUARE„IINCM. 111111111111 IIIIIIIIIIII IIIIIIII 11111111III11 I�� 11111 11111111 111 II 22 „ES G VE„ (CAL„SOIL BEARING PRESSUREi IS 500 POU DS.PER SQUARE FOOT DESIGN IATERALSOII BEARING P ESSWRE IS+200 LINOS PER SQUARE'�FOOT PER' F ^ T F I 11 1 11 1 1 ,, I,1,�. 1111 N 11,1 ,dn, ".. :, .,:. R „..L. 00 O FOOTING, DEPTH. 1!11111,111.111 1 n 11 ..�b.�V. "'I 'Id II Id"P1;,I.I1 q1,b Iyl„rye pp I' ECIUALSI�1OOrPSFIFT x 2 PER TABLE 1809 2AND SECTION 11808.3.411 11111'l,ll II III :I II IIII 611, I Im' 61h11 411n IIII IID m lul,,l,uln6,1111 IIII p 111,�161.III161161 IhhIIE�A�BEDDED STEEL MEMBER3ll9HALL BE HO 111 �� IIIIIIIIIIII I,I, �,I,I,1 11�111II�1� 1�1 )U�IIIIII1I111 111,,111 IIIIIIIIIII ,1I �IIIIIIIII� nl HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM Ai GRADE 40. 24. FASTERNERS: ALUMINUM BOLTS SHALL BE 211 STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO 125!' TBE INSTALLED LEDT N AC ANCHORS CITED N THESE C0N TIODERSIGN S(,j,ECIFICATIONrlpm,,., 1Nlluun,, 946un,.,,. + 1111Uo11.. : illMlllw, o,, 11111111111,.. 1'I'P1 II V 6n'l1 11,11,.. II ,,, ST, UCTIONI DOCUMENTS SMALL BE PbYVER3 WEDGE$OLT STAINLESS STEEL (ICC ES ESR 2 IIFOR ClCONTE.AND FORT MASONR lI, '1 III! IIIIIIIIII 111 III 1 III 1,,,,1 ,I,r, „111111,11111,111 III 11,1,1 28.ALL,SCREW3 ARE SELF ORILLING{SDS) OR SHEET METAUSGREWS SMS 1 CONFORMANCE V1IIT}1 tCC-ES ESR 1978 OR APPROVED EQUAI':I 1,,,,1; I 11,11,11111 ., „IcI,,, 1�II11N .,, 111,11„1,11„ll 4ma.ln„ulli „IIIIIIImlluld "III d,1111VIVl 111661 IIIIIIIIIIIIIIIIIII 2�THE"TABU TEOTIMAXIMUM;ICOLUMN $Q;IAOINGIWHENIl3EARING O 1P 16CONCRETEIig ll ISIILIMITEI ;111T011USE WIiTFIf RESIDENT11gLIPAT10 COVER3'10NLY. I IIIIIIIIU 111111 1111' IIII IIIIIIIIIII 1 11�U II 281j1SOLITO AND rnCE ALUMINUM COVE�tSInARE CLASS11A, It ASS 1 IBlY IN ACCORDANCE W T 1 01111 11111 „ FISIECTION 1505 EXCEPTI 2. I 2 III p 111111 ,IES EVALU T10N REPORT ” IIIIIIII IIIIII 111 qr 1Qplll IIIIIII II111 2g11V51MPSON Si115at2 AND SIOIS25600 S niE�YS SHALL BEINi CE WITH I IICG,1q' V ,1q R-12238. IIII I III�I II ul li r p.. IIII1 II III I I 1 � 1 1 1 1 1 .1 I I IIII I 11611111.11111 III111111 II 111. I I I III 11111 (1111111111 I�11161111,11.,1.(16111LP IIIIIIIII of I X11 11 I I IIII 611 1 1 I I II h I I II 11,11'I6'Id I :1 I I 1,ILI1114�11111 11111 VIII II161161111 LIP II �:Ih1111..uI,41n1011 ►►IIIIIII► IIIIIIIII 1u111I61111:.1IIIull610 111I11� IIIIIIIII I611611,II,llllnlll �IIIIIII111lllllll u1111111,11�6,11 (IIII IIIIII 1116,11.1111 I III � (111 TABLE 1 REDUCTION FACTOR APPLICABLE T" UTIPLESPANCONIT� t N5 00 l ,1 . u,ll�l �l,n l�: bl nxdlh,d II 161 IIIIII IIIIII IIII IIIIIIIIII .111...1 III' 1.1...1, 61 plllllllllllllllll I IIIIIIIIIIIIIIIIIIIIIIIII FO�IIR n I F P �NELS I Id1116N11IIIIII IIIIIIII IIIIIIIIIII , 1111111111111111111 I IIIIIII IIIIIIIII ILII 1111100 111111 IIIIIIIIII (IIII IIII01111 IIIIII IIIIIIIIII ' 1, , :I ,111,.. 11uII61II .� :. , 1 IIII IIIIIIII 1111110, 1011@I ,111. „ 111.,n. ,IIIIII .IIIIII„ IIIIII d00I,.. I I I 1 11, 1 , .ILII, , , , 1 I I 11,n,111—�-- I ,,,.,IIIIII 1 'I I I I I I i 1 � li q 1 nllunu n11111nn I II II °16 IIII III �� I Q: IL._ 41111 � 11 VIII IIIIIIII SII BIND SPEEDANOIEXPOSURE' I Il ,1 1 �� 111 ��� 1111 6' 1 01 II 11, 1 IIII, ,I I II IIII 1. IIIIIIIIIIIIIIIIIII � 11111111116611LV.I111 1111611111111,11111 �,141,n1�,n�,,,� .,11111111111,11111 11111�I161lIILIIII (IIIIIIIIIIIIIII IIIIIIIIIIIJIIIIIIIIII� �011111�1011� 111,11111111,1111 IIIIIIIIIIIIIiI� IIIIII,IIJIIIIIIIIIII 1111111111 Ilr 1.1,1.161111111111 1161IIIIM 1111111116�I6111 ..,. dlu,, 90 PH �1 11r, I91.....IIMNA: n uI h,.001MP„11 d111111111111,,DIMPH •1 I� Roof uvg' _ 4, I ..,.. Wu ,1 6,J Ili r IIII IIII P 11 II 1111 (III 111111 O. c.3isa8 III I II 11„ . 1111111 III ��, SII II FFFx�I BIu' X11 � Exit°e �. � �. BIL' uTl OIIIU II : 666111 ,Il 1111111 II I, Il,�lltl III 111111. � :116111 III' 1 I I* �I 11111,,;,,,,11. .IIe11111 Illll IIII �hjl IIIIIII II I I � r ISI I I � III III,1 I -' ' II 111 I' ,111 IIIIIIII 00111011111110 (� IIII IIIIIIII IQIIIIIIIIIIIDI 1.obI I 1�lllllIl�IlUBI�I ,II!1 I I I1 11111 11116 !o1`11641 116 ...1� hI I I 1� h11001..... i� � II I I 1 I I 1 I 11 �. .. C/♦�P. �,I�� l OIIIIIIIIIIIIIIIIIIUII �IIIIIIIIIIIDII�II IIIIIIIIIIIIIIIIIIIIII�I 11.1,1 1111411111II1uu1I111u6W mI011III11111111111� 20 1.00 1.00 1.00 11.00 1 1.00 0.90 30 1.00 c00 1.00' 1.00 i I! 1.00 .,allhllllullullm, p IIII VIII, 0 11111 4 1111u1111 11111111n 11111111 VIII. ,IIIIIII 111IIIIIIIOIIIIIIIIIIoI 111111111,. - 11111111II ' 1 1 61n lllllu muou uN II 116 111ouN.......,1I1111116 I 1111 �a{ IIIIIIIII 11 III!�IIIIII luMl, ol1IIIIIIIIII 111oI111, I IIIIIIII I Mn ulllullllii 1IIIlll . IIIIII IIIIII I IIIIIII' 1111111111111111 01111111111110 IIIIIIIIIIIIIII IIIII1,ILI' TESD VIII IIII III , o II .:1 1 III II i 0 Or IIII III III II I II 1 1101011 161u11116,. III 11,1,,,,,,, Illillb IIIIII ,ll,,,,,., „IIIIh1�1 IIII II1II1111„11111 n „Il,l„,I„,,,IIIIC �hlyyllmmlIlIII.�� TS ARE INTER A� EAGLE UNLESS THEWISEI NO' lulllllllu,l1111111�„1 lu,entlllwi�i,Ill�ni�w�l I, 1�„IIIdI,I�IIIi IL...�..dh���.n,.n.�....., III�ii�.iiii�.�..l..l I�I] IIII 011 VIII 1 �� III III III III III IIIIIN IIIN�IUIIh— I I LII IIII , 11111111, n„Ir 1 , 1 60.,,,,,wN,IBY.E.N. I I � U IIIIIIIIIIIIII IIIIIIIII) , IIII III II I I I �. ,1 I 11 II IIIIIIIDIIIIIIIIIIIIII III III INIIIi1111111111 IIIIIIIIII IIIIIIIIIIII TOMICAAIPBELLUIIgII IATESIIIII IIIIIN �SS� , I I IIII 1 � i 11 I I Iilllllllllllllllllllll plll.11lllll61111111.1111111,1 �� �����^„n��n� � I I1 IIII I � I�pAp� IIIIIIIIIIIIIh .n....,L,L.......aL � .,. RATIO M 0.1 IIIIIUIII Illllllllllllln lllllllul IAPMO ERA 0188, i hllnl 1111111 III I111111IIllillllllllll 1 ll DATE 70g1/pS11 ,1 p„ NONE 1 III a Eo,l : VIIIIIuulldl II�Iu1uIIIl111 II I II .•nom' ERCNL ANO'"Ir 1,llu .,, .,�,:, , RE, SI ,INTwI S 117RUCTURAL ENOINEERIN{3 1 (� 1 RANCHO W G 1 741,1107 Ilialuulilliplllliillllluloiullu. llllnlil lig — „n1n .n ,1 .,nl .,I�,n .,�� 6 ERAL NOTE,9!I III (IIIIIIIIII IIII III 1Q,206�90 ,'� IhIOWL No j 1, I,,,, 141 . ,1i „1, , , I � oll 1111111111! ,I, pp ,IQ Q li Il°11 'll� DU,RALUMIPRODUCTS, INC. I' I IIII 1 - ,III 111111'. IIIIII' 6268 MPIWE AVE, ,1SACRA6IENT !;IILBSE2E O I I �� , �� j' nlll,�lr. ............n,,,• ,�„ oo,�, �,llnl,�,..„rvn�,u, lu EET t OFI Doll l 1 - IIIIIIIIII Illllllllllllln Iluilliaulnullilluai �• ..,,... �e1.�7 7_ F,N( is1.OJ,1�71VA. p liilllu lollu 1111111 ,.,., , IIII IIII I 01 � IlllOuul) I 1 I r I I� In II 01. , � 691,16.Iiin111 � II I 11 , IIIOou111 I 1 I 11 r I I I I IIII ,I 1 ,11161111a 1 I 1 I I I I I � 11116ou11 � I III I 6 111 II I III„ l.linl..al it I I IIIIOIo11l r � I l 1 I II .II 1111 I;L., IIIILlo1.l � I I I I � I011loul� 1.1 I 1 I II I I IO II„ IIII LI ,0111.1,1!11 I I I II I I �1 I101ood� I II � r I UI I ,111. IIIIIILlu11.,1, 1 0 I I I I1011lmi I 1..1.111111111„.I II_ I I. it I IIII 1 I i l I11�. .II ,. I I I f l I I I I �Illllllm f I I I I I 1 I 1 1 1.11 II ,III ,1.1 116,1.111, I 1 I 1 01 l � �� I101om� RAF FA SEE TABLE * SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 6 1!2' SIDE PLATES. AND$ A t_GPEN-r-ATT I CE.�TxYP ESS, 41. h9lf: THIS OPEN LATTICE -TWE STRUCTURE SMMAXEE PEO.MAX PRGJ. / SEE SCHEDULESU MAYBE COVERED. MAX,'EE ABLE O.H. RAFTER SEE TAKE 251E OF SPANFOR SUE O. AND SPACING t. LENGTH OF STRUCTURE LENGTH OF STRUCTURE VARIES ] IAC SLAB ATTACHMENT WMULTISPANTTICE SIDE PLATES NOTE: EACH COMPONENT IS INTER- ` - MAY BE USED WHERE CHANGEABLE WITH ANY OTHER �_ - P�1f(TTFD. rGa COMPONTENT UNLESS OTHERWISE SHOWN. ] 1? SUB ATTACHMENT EACH COMPONENT IS INTER.MAY USED TACHWHERE FOOnNo WHERE E WITH ANY OTHER BEE T' FOR NT UNLESS OTHERWISE SHOWN.SCL HEDULE OPEN LATTICE -TYPE COVER Nom: THIS OPEN UT710E•SG1E: NTS MAYBE COVE OTING GIBE SIZE TYPE "E"ATTACHED SINGLE SPAN LATTICE STRU 9 TYPE "F" ATTACHEDTRUCTURE 1k\XUCn)RE F— N . C37 NOTE: THIS OPEN LATTICE -TYPE STRUCTURE EXP. MAYMAX PROU. �T BE COVERED. MRER $ STABLE sEME xsC11 NOL: T11Lq OPEN LAI� BFE >iL�EOUE . -Z- AND sPAcoa MAr6E FOR SLZE ('�, RAFTERSEE TABLEAM SPACING 0. LENGTH OF STRUCTURE VARIES�POSTO O CROSS -BE LENGTH OF STRUCTURE VARIES SEE POST DET POSTCR ] 1/C SLAB SEE POST DET MAY BE USED NOTE: EACH COMPONENT IS INTER- TO CONSTRAIN CHANGEABLE WITH ANY OTHER t S�OOTTING, FE 3 tirAY E9 B COMPONTENT UNLESS OTHERWISE SHOWN. 14L� USED NOTE: EACH COMPONENT IS INTER- TOOTISBE CHANGEABLE WITH ANY OTHER r SCHEDULE OPEN LATTICE -TYPE COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. FOOrNO WHERE REOUIRED SCALE: NTS SEE SC HED. FOR FOOTING CUBE SLZE SEE SCHED FOR FOOTING CUBE SUE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN TTICE STRUCTURE DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD -1(916)452-71021 PA Y . B : LAPIAO ERO 0195 DATE: 10,01,2012OPEN COMMERCLAL AND RESIDENTIAL STRUCTURAL ENGINEERING UTTICE 10, 20 870 pd DURALUM PRODUCTS, INC, BSSCALE:NONB E STRUCTURES H I WIN - SM ALPINE AVE, BACRAMEN O, CA 95M REVISED RANCHO CUCAMONCK CA (951) 7� 1.2107 901100e 0 MPH FAX40.Y1619 wlea�durvlLopn SHEET 3 OF 33 * SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2- X B 1/2' SIDE PLATES. SOLID PANEL TYPES ATTACHMENT CHANNEL ANG OF ATTACHMENT CHANNEL �Nt,TM ALUMINUM SEE DETAIL AND S/{� 37RV� ALUMINUM SEE DETAILSROOF PANEL ANO OF SEE SCHEFOR DULE FPRojec- ,qF FS SEE SCvv CR SPANS F PANEL MIN. 0.25' SLOPE PER FT. nYFF'R� �� Fs 0. SP 0. 'O.H.' NOT TO EXCEED 25% 'O.H.' NOT TO EXCEED 25% OF SPAN OF SPAN I , SEE DETAIL FOR SPLICE SEE DETAIL FOR SPLICE POST OPTIONAL: CANTILEVER BEAM Iplosr OPT10 L CANTILEVER +� SO. POSTS, SIZE VARIES SFF F S SEE POST SCHEDULE FOR r * SO, POSE SIZE VARIES F sC/� SEE SCHEDULE SPACIFOR 1 0• .. or Ilj'�/ i 0•k 3 1/7 SLAB ALTERNATE: I 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 II CHANGEABLE WITH ANY OTHE COMPONTENT UNLESS OTHEF TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 'O.H.' NOT TO EXCED 25% OF SPAN SEE DETAIL FOR SPLICE _ SO. POSTS, SIZE VARIES ALTERNATE: 3 1/7 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 SPACIN k SPLICE AT THIS AT END BAYS. lvw7 EXP.w1//� BEM/ 1/2x9' STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION PANEL MIN. 0.25 SLOPE PER FT. 'O.H' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE - SO. POSTS, SIZE VARIES 3 1/2' SLAB SINGLE POST 7 MAY BE USED 31/r SLAB ALTERNATE: AN TO CONSTRAINTE ATTACHMENT I SINGLE POST FOOTING, ING, SEE MAY BE USED SEE SCHEDULE SCHEDULE WHERE PERMITTED. FOOTING WHERE REQUIRED SE SCHEDULE NOTE 0 SPLICE AT THIS T = 17 POST AND AT END BAY WHERE REQUIRED SHEET 2 OF 33 SEE SCHEDULE J/FOOTINGCUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. I COMPONTENT UNLESS OTHERWISE SHOWN. "B" ATTACHED MULTISPAN W/CANTILEVER OPTION lvw7 EXP.w1//� BEM/ 1/2x9' STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION PANEL MIN. 0.25 SLOPE PER FT. 'O.H' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE - SO. POSTS, SIZE VARIES 3 1/2' SLAB SINGLE POST 7 MAY BE USED SEE SCHEDULE F TO CONSTRAINTE SPLICE A THIS FOOTING, ING, SEE POST D AT END BOYS. SCHEDULE AL PRODUCTS. INC. FOOTING WHERE REQUIRED SCALE: SCALE: NONE NONE BY: RANCHO OJCAMONOA G (951) 711.2107 SEE SCHEDULE FOR FOOTING CUBE SDS HORQ WIND • A D 90. too a 110 MPH =9 IN e2611 ALPINE AVE.. BACRAAIEMO, G 'MREVISED (91e)1a2-7021 FAX wl w�vYuneom SHEET 2 OF 33 NOTE: EACH COMPONENT IS INTER - 1/2 x91 STEEL ROO CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: E.N. CAMPBELL 6 ASSOCIATES, INC. LIVE LOAD • A R : I~ ERs 0196 OATETOM 12 COMMERCIAL AND RESIDENTM STRUCTURAL ENWNEERINO SRU PA EL 9TRUCTURE3 IQ 20 a � AL PRODUCTS. INC. , SCALE: SCALE: NONE NONE BY: RANCHO OJCAMONOA G (951) 711.2107 HORQ WIND • A D 90. too a 110 MPH =9 IN e2611 ALPINE AVE.. BACRAAIEMO, G 'MREVISED (91e)1a2-7021 FAX wl w�vYuneom SHEET 2 OF 33 i IRAFTER SPANS-FOR'OPEN LATTICE -COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C i � >i2' -X- 6,1 T2s'RAF_TER3 DBL. 2' x 6 1R' RAFTER r rs 2 a (P8F) (IN) g d90 MPH, &0 MPH 110 MPH �L•_ T � 1 90 MPH 100 MPH 110 MPH MAX EXP. 8 EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) °� 6 EXP. B I EXP.0 EXP. B EXP.0 EXP. B EXP.0 r16, 12'-0' 10'-r 9'3 'Ir-91 9'' 9'-9' 8'3• 16' 8'-10' 14'-10' 15'-7' 13'•4' 13'-9' 12'-2' w '032- .024' i1 14'$' 14'3' 14' 6' 14'3' 14' 8' 13'-1' 19' 8' 19 8• 19'3' 19'-8' 1 9'3' 18 4' es .032",- mr 024 .024 s.s .ar 9'-10' L8'3'I 8'-10' 7-9• 8'-1' T-1' 13'-9• 17-2" 174' 11'-0' 11'3" 10'-0' I 24' 1018' 24' 116,-0:.-14'-1' 14'-4' 17.8' 13'-1' 11'3' 22'-6' 19 -10' 20 3' 17'-9' 16 -4' 18'-7' r x r RAFTER r e 12• RAFTER o9L. r : e 1T RAFTERS 18' 183 1 B'3' 183 1 B'3' 18'•6' 1 T3' 16' 26'-0' 26'-0' 26'-0' 26 W 26'-0' 24'-r ALUM. ALLAY woa12e ALUM. ALLOY =4-� ALUM. ALLOY 300&H3e 10 .032 10 .032 OR EauAL +OR EOUAL/ OR EOUAL 24, 13'-1' 11'-r 11'-9' 10'4' 10'3' 9'3' 24' 18'x' 18'-3' 18'-r 14'-r 1 S-1" 13'3' �t SEE NOTE BELOW 7k• SEE NOOW - 15,-1' 15,_1• 15'_1• 15'-1' 15,-1' 74•_3• 25,_2• 21'-2' 21'-2• 0'-10' 18'-6" 18'-9' 18'-r 1r—l' 15'-1' 29'3' 26'-0' 28'3' 23'-3' 24'-1' 21'-2' 3' x 8' RAFTER k24" 22'-2' 272' 272' 27-2' 22'-2' 21'-2' 16' 31'3• 31'-3' 31'3" 31'3• 31'-3' -190 MPH 100 MPH 110 MPH 042 1T-1' 15'-1' 15'-4' 13'-r 14'-0' 12'3' 042 24' 24'•1' 21'•2' 21'3• 19'-1' 19'3' 1T3' (IN.) mg EXP. B EXP.0 EXP. B EXP.0 EXP. 8 EXP.0 18'-r 18'-T 1B'-2' 18'-2' 18'•7 iT-4' 2S -r 25.7' 25'-r 25 r 2S -r 24'•4' 16' 23'-0" 20'-3' 20'3' 18'-2" 18'-9' 16'-7' 16, 12'-0' 10'-r 10'-9' 9'-8" 9'-9" 8'3' 16" 16'3' 14'-10" 15'•2' 13'-4' 13'-9• 17-2" 10 .042 26'-10' 26'-10 26'-10' 28'-10' 28 -10• 25'-1' 024 12'-0' 12'-0' 17-0" 12•-0' 12'-0' 111•r 024 16 3' 18'•3' 18'3' 18 3' 18'-9' 16'-7' 16'-10• 14'-10' 15'-4' 13'-r 9'-9' 8'3' B'-10" T-9" 8'-1' 7'-1• 13'-4' 12'•2' 17.4' 11'-0' 11'3' 10'-0' 24'�27-0" 27-0' 22'-0'22'-0' --2-0- 6' 24' 9 9" 9'-9' 9-9' 9 9' 9' 9' 9'3' 24' 13' 4' 13'-4" 13'-4* 13'-4' 13'4" 12'-1 16' 22'-Z' 20'3' 20'3" 18'-2' 18'-9' 16'-7" 16' 15'-3• 14'-1' 14'-4' 12'3• 13'-7' 11'3' 16, 21'•8" 19'-10' 20'-3' 1T-9' 18'-4' 16'-2' 20 042 27-2' 22'-2' 22'-2' 22'-2" 22'-2• 21'-6' 20 032 15'•3' 15'3' 15'-3' 15'3' 15-3' 14'-9" 20 .032 21' W 21'-6' 21'3' 21'-6' 21'-6' 20'-9' 24• 18'-2• 16'•7" 16'-10' 14'-10' 15'-4' 13'•7 24, 14'-1' 11'-r 11'-9' 10'-4' 10'3' 9'3' 24, 17'-r 16'3' 16'-7' 14'-r 15'-7' 13'-3' 18'-2" 18'-2' 18'-2" 18'-2' 1B'-2• iT-r 12'8' 173' 173' 12'8' 12'8' 12'-1' iT-r 1T -r 1T -r 1T -r 1T -r 1T-0' 16" 19'4' 19'-4' 19'4' 18'-2" 18'-9" 1'-r 16, 18'-4' 18'-4' 18'-4' 16'-7' IT -l' 15'-1' 16, 5'-10' 25'-10' 25'-10• 23'-3" 24'-1' 21'-2' 30 .042 19 4' 19'x' 19' a' 19' 4' 19 4' —1-8--1 -0' 042 16' 4'-118-4' 18'x' 18'x' 18' 4' —1-r •9' 042 10' 25'-10' 25'-10" 25'-10' S-10' 25'-1' 24' 15'-10" 15'-10' 15'-10' 1 3 4'-10" 134' 13'-r 24, 15'-1' 15'-1" 15'-1' 13'-r 14'-0' 12'-3- 24, 21'-2' 21'•2' 21'-2' 19'-1' 19'' 1T-3' 15'-10• 15'-10 15-10' 15'-10 15'-10" 1 '�'14'•T _ 10'3" 10'-6' 10'3' 9'3' 79. 8'3' 14'-2• 14'-2' 14'-Z' 13'-4' 13'-9' 12'-2" * NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY /4L 24 18 10'3' 10'-6' 10'3' 10'3' 10'-6' 10'-2' 024 16' 14'-2' 14'-r 14'•2' 14'-2' 14'-2' 3'-10' 32" O.C. WHEN DOUBLED AND SINGLE 24.O.C. MAYBE USED AT 48' O.C. WHEN D �Etp►Y C 24' 8'-r 8'-r 8'-r T-8" 8'-1' T•1' 24, 11' 8' 11'3' 11'-0' 11'3" 10'-0 8'-7' 8'-r 6'-r 8'-r B'�' 11'3' 17'3' 11'3' 11'-8' 11' 8' 11' 4' FOOTNOTE: 'SAMPLE' m 13'-3' 13'3' 13'3' 12'-8' 13'-1' 11'3' 18'3" 18'3' 18'3' 17'-9' 18'x' 18'•2' 18' 13'-r 13'3' 13'-3' 13'3' 13'3' 13'-0' 16' 18' 8' 18'3' 18'3' 18'3' 16'3' FIGURE INDICATES 03 30 .032 ATTACHED 10'-70' 10'-10' 10'-10' 10'-4' 10'3' 9'3". 15'-3' 15'3' 15'-3' 14'-r 15'-1" 13'-3' FIGu T6b 379 za• 24• FREE NC P 03✓31 10-10' 10-10 0-10' 0'-10' 10'3' 15'3' 15'3" 15-3' 15'3' 15'3' 1S-0' 16'-7' 16'-1" 16'-1' 16'-1' 16'-1' 15'-1' 27-r 27-r 22'-r 22'-r 22'-r 21'-2' PROJECTION 16' 16'•1' 18'•1' 16'-1' 18'-1' 18'-1' 15'-8' 18' -r 27-r 27-r 7-r -r 4• O.H. SPAN '9� 2 13'•2• 13'-2" 13'-2' 13'-2' 13'•2" 12'3' 042 18'-6' 18'3' 18'-6' 18'-8" 18'•8' 1r-3' 24' 13'-2" 13'-2' 13'-2' 13'-2' 13'-2" 12'-9' 24' 43' h RIBUTARY TRIBUTARY= WIDTH 12 SPAN ♦ O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPIN TO CENTER SPAN DRAWN SY: E.N. I KlbU I AKT WIU I h I ACLt PA710 COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. �,LC^r% arnln 1r I.I COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO RAFTER SPANS HORR. WIND e2e9 ALPINE AVE., SACRAMENTO. CA MOB IM14)462-7MI O.H. 6 1 7 8 9 10 11 1 12 13 14 15 16 17 1 16 19 20 21 0 3 4 4 5 5 6 6 7 7 8 B 9 9 10 10 11 1' 4 5 .5 6 6 7 7 8 6 9 9 10 10 11 11 12 2' 5 6 6 7 7 8 6 .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 1 11 1 12 12 13 13 1 14 14 15 s' - - - - - 11 11 12 12 13 13 14 14 15 15 18 DRAWN SY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD- 10, 20 6 >D pd PA710 COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. IAPMO ERrr 0195 DATE 10012012 SCALE NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO RAFTER SPANS HORR. WIND e2e9 ALPINE AVE., SACRAMENTO. CA MOB IM14)462-7MI REVISED BY: RANCHO CUCAMOWLk CA 10511741.2107 9o, 100 a 110 MPH FAX 403-15/9 rn.aam SHEET 7 OF 33 0 z N MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER FOR ATTACHED AND,FREESTANDING SOLID 'COVERS ' TOM CAMPBELL 8 ASSOCIATES, INC. TABLE 1 LIVE LOAD. TABLE 2 IAPM/O EW 0195 TABLE 3 .. COMMERCIAL AND RESIDENTIAL 9TRUCTURAL ENGINEERING (2)'2"x6 Y" AND 10.20 ✓130 pof WALL HANGER, 3"x8" AND EXTRUDED AND 3"x8" WITH RANCHO OUGMONGA, CA (951) 741-2107 6 %2" ROLL FORMED HEADERS 90 1, 00 i HOALL 1ANO -F1 . STEEL HEADERS SHEET 6 OF 33 STEEL INSERT HEADERS (910)452.n21 FAX403.1519 a1pWn*wnown NUMBER OF NO.14 TEK OR SMS SCREWS PER FOOT OF HEADER LENGTH NUMBER OF NO.14 TEK OR SMS SCREWS PER FOOT OF WALL NUMBER OF NO.14 TEK OR SMS SCREWS 5 > > > c a HANGER AND HEADER LENGTH PER FOOT OF HEADER LENGTH �c a 90 MPH 100 MPH 110 MPH 90 MPH 100 MPH 110 MPH 90 MPH 100 MPH 110 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 5' 3 3 3 4 4 5 5' 2 3 3 3 3 4 5' 2 2 2 2 2 3 3 4 4 4 4 5 2 3 3 4 3 4 2 2 2 3 3 3 6 3 4 4 4 4 5 6 , 2 3 3 4 3 4 6' 2 2 2 3 3 3 3 4 4 5 5 6 3 4 3 4 4 5 2 3 3 3 3 4 7' 3 4 4-5p-- 5-6p-- 7 ' 3 3 3-44- 5 7' 2 3 2 3 3 4 4 5 6 7 3 4 5-5--5- 6 2 3 3 4 3 4 8' 4 5 5 6 5 7 8' 3 4 4 5 4 6 8' 2 3 3 3 3 4 4 6 5 7 6 8 4 5 4 6 6 7 3 3 3 4 4 5 g� 4 5 5 6 6 8 9 3 4 4 5 5 6 9' 3 3 3 4 4 4 5 6 6 8 7 9 4 5 5 6 6 7 3 4 4 4 4 5 10 5 6 6 7 7 9 5 7 7 8 8 10 10 4 5 5 6 5 7 4 6 5 7 6 8 10 3 3 3 4 4 5 3 4 4 5 5 6 11 5 6 6 8 7 9 6 8 7 9 9 11 11 4 5 5 6 6 8 5 6 6 7 7 9 11. 3 3 4 4 4 4 4 5 4 5 5 6 12 57 7 8 8 1 6 8 8 10 9 12 12 , 4 6 5 7 6 8 10 5 7 6 8 8 12 , 3 4 4 5 5 6 4 5 5 6 5 7 13 67 7 9 9 1 7 9 8 11 10 13 13 5 6 6 7 7 9 6 7 7 9 8 10 13 3 4 4 5 5 6 4 5 5 6 6 7 CEILING FAN AND/ OR LIGHT FIXTURE (MAX 30 lbs. ) FOOTNOTE: 'SAMPLE' FIGURE INDICATES ATTACHED FIGURE INDICATES j FREESTANDING FAN BEAM FAN BEAM (19'-0- MAX SPAN) 1— Y 03131 2' JV2 AM FAN ' HEADER VI's T=.075' 2 /y' 2 /2• TYP. x 3 1/2' S.D.S. SCREW #12 S.D.S. SCREW FAN BEAM AT BEAM AT HANGER CHANNEL ALUM. ALLOY 6063-T6 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL DRA1vN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD. PATI COVER SYSTEM MFG. BY: IAPM/O EW 0195 �E:I ONE12 COMMERCIAL AND RESIDENTIAL 9TRUCTURAL ENGINEERING 10.20 ✓130 pof OURALUM PRODUCTS. INC. REVISED W. RANCHO OUGMONGA, CA (951) 741-2107 REQUIRED COLUMNS 90 1, 00 i HOALL 1ANO -F1 . SM ALPINE AVE. SACRAMENTO. CA 9592E SHEET 6 OF 33 (910)452.n21 FAX403.1519 a1pWn*wnown COLUMN-/ POST T11!PES-&Y SURFACE MOUNT-ATTAC:HMEN4T DETAILS, MAX. HEIGHT = 10' I -3^—t -2--f MAX. HEIGHT C = 10' I I I f I- -1 3.00" SQ. G =3•sG.x�.1e8• 3.00'SQ. 2 • a10 sMs 3:00" SOL. , i .0? 0 2 4'O.C.�1.Q I H =3'SD.xt=.250' MON, ��// I a3'. Q.xh.313' !f r1 � 8.5' 3• ' J t4•SOxh.188' lC .14'RK =4• Um. . H (.xr-.250• .032'L NP' .048'STEEL O 5/8' PLASTIC PLUG .28" O O 3.0.OR 4.0• i 3" SQ. ALUM. POST 3" SQ. ALUM. POST ALLOY RRM MAG POST SQUARE WITH SIDE PLATES OD 3" SQ. ALUM. POST STEEL POST ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H38 SLU _ .STEEL POST AM. ALLOY 8083-T8 ASTM A500 GRADE B ALUM. ALLOY 3.00' OR 2, 6063-T6 2.40' q 7/18.0 HOLE 1.375" FOR 3/8' MS i .58 2 FLANGES 0 2 1/8- APART 0 .75" ASTM GRADE 38 STEEL i 1.125' 2.5' I INSTALL t ' x t ' : Jb• HDG 75• 75 BASE FLARES I WASHER PLATE AT ANCHORS 157• TO 3 -WIDE EA. 1.60" TY. I SIDE OF FLANGES 1 INSTALL IX- z 1 x X* HOG 1 .090" TYR OST ONLY i 6 (11-7/18.0 HOLE WASHER PLATE AT ANCHORS & 2-3/8' HOLES FOR 110 MPH (12- 5118.0 HOLES TYP. EA SIDE t ALUM "T" BRACKET STEEL T BRACKET 5 T=.060' TYP. (4) -SDS 25412 i T— �i O 2 ~ No. C37948 EXP. 03/31/14 /, ALUM.ALLOY 6063 -TS "H" BRACKET ' 3 X14 SDS, D)3 PER SIDE I 3' x 8' ALUM. RAFT. BRACKET ` 3" x 8" ALUM. HEADER I i HEADER BRACKET n DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES. INC. LWE LOAD PATIO COVER SYSTEM AS MFG. BY. IAPMO ERY 0160 DATE:?tOC*120t4 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COUNMN/ 10, 20690 pd OURALUMPRODUCTS, INC. SCALE: NONE POST TYPES ( HORI2. WIND • 02e6 ALPINE AVE- SACRAMENTO. CA B6B2o REVISED BY: RANCHO CUCAMONOA, CA (651>u1-2107 60, 100 8110 MAN (6101 poi -7D21 FAXQ34519 ale�Cw"Nmaom SHEET 8 OF 33 NELS_-ANDS MOUNTING -BR ALUM. 3004-H36 _i-W� Mri.T45SEETABLE WALL FASTENERS O ROLLFORMED HANGER A34 FRAMING ANGLE SEE TABLE FASTENERS, SEE TABLE -1 R.F. OR EXT. HANGER CHANNEL, 2X OR 3X RAFTER BRACKET. .281' ALUMALLOY 6083-T6 O EXTRUDED HANGER CHANNEL WHERE ALLOWABLE PROJECTION EXCEEDS 16', ADD A34 FRAMING ANGLE EA. SIDE OF RAFTER (2 PER RAFTER TO BLK'G) ALUM. PANEL 2X OR--/ 3x ALUM. RAFTER ld FASCIA BOARD ZEXIST. EAVES, RAFTER ALLOWABLE PROJ. EXISTINGEAV SEE TABLE BELOW OVERHANG (24' MAX.) EXISTING EAVE CONNECTION J WALLFASTENERS SEE TABLE $14SMS ®PAN0. LOCKS OR 88 SMS WINO AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID-GROUTEO AT AT EA CONTACT ^ ' LL=10 LL=20 LL=30 LL -10 LL=20 LL=30 LL=10 LL=20 LL=30 •� CONTINUOUS M RAIL ROOF PANEL (WHERE OCCURS) 2'x 4"24" FULL ALUM.ALLOY It 6063 -TB 014 SMS 0 EA CONTACT B=SOS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX.' WALL CONNECTION 1O 2.740' 1114 SDS @8'O.C. T=.080' - WALFA L STENERS SEE TABLE SEE PAGE 33 FOR U�A� AL6 Y APPROVED ROOF PANEL I.R. HANGER O HANGER I RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WINO AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID-GROUTEO DESIGN 18' O.C. CELL AT FASTENER) OR CONC. LL=10 LL=20 LL=30 LL -10 LL=20 LL=30 LL=10 LL=20 LL=30 90 A B B C D D E E F 100 A B B C D D E E F 110 A B B C D D E E F 2'x 4"24" FULL DESCRIPTION OF LAG SCREW SEE NOTE BELOW It A=SDS25412 WIA34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX. 15'-3' B=SOS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX.' 24' 12'-8' 9'-10' AT EACH STUD, 16' O.C. MAX. hC=SDS25412 U.RW 0=3/8.0 x 4' LAG SCREW AT EACH STUD 'E=3/8'0 x 1 1/8' AT 16' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE TYPIC 'F=3/8'0 x 1 1/8" AT 12' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 22'-2' 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26 SHEET 1 EXIST. RAFTER DRAWN Br: E.N. ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) WIND SPEED (MPH) AND EXPOSURE 90 C 100, C 110, C 2'x 4"24" FULL O.C. 18' 19'-2' 15'-3' 12'-4' 24' 12'-8' 9'-10' A 2' x 6'18,24.00 NOTCHED .. TYPIC 26'40" 22'-2' 18'-1 ' 24' 181-8' 14'•9' 11'-10' 2'x8' FULL OR18* 27x8' NOTCHED 24' O.C. 2V -(r 26'-0' 26'-0' 24• 18'-81 22'-s• 1e'-7' 27x8' FULL ORIS* 27x10' NOTCHED 24' O.C. 26-(r 26'-O' 26'-0' 24' 26'-0" 26'-0' I NOTE: (A) MAXIMUM ALLOWABLE DECK / RAFTER SPAN AT 110 MPH, EXPOSURE B IS 10'-7'. (E) 2x4 RAFTER OVERHANG NOT PERMITTED FOR 110 MPH, EXPOSURE C WIND LOADS. 1. EXISTING ROOF OVERHANG DESIGN LOADS: RDL - 3 pef (MIN) TO 8 pef (MAX) RLL - 20 6 30 psf 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1,200 psi. 3. ALLOWABLE DECK / RAFTER SPANS ARE BASED ON RLL =10, 20, h 30 psf "100 L.L.=(2)#14 SMS EA SIDE DRAWN Br: E.N. 20W3O#L.L.=(2)st14 SMS EA. SIDE ' U -BRACKET\ . IAPMO Eip 0106 1 va• _ �3/4' OR 1 1/2"�� AND BRACKET F10, 20 a 30 pd I 1 2' x 6 112' OR\\ S MIN. 3' x I' ALUM. RAFTER RANCHO CUCAMOWLk CA (081) 741-2107 TYPIC _ OR1 jr SHEET 9 OF 33 NOTE: PROVIDE WATER PROTECTION METAL FLASHING CAUCK JOINfS AND SLOPE r— TO DRAIN FOR SPAN SEE ALLOWABLE DECK/RAFTER SPAN TABLE `EXISTING WOOD STUD FRAMING cave �en�in 'L• bd OR W LEDGER 2 EACH 1H'0 x 3.10 LAG SCREWS LL. -IO pat 2 EACH 7/18'0 x 3.1/1' LAGSCREWSLL-20 . (3}0 4x3 t R Wis W01 3N' (Y MIN. PENETRATION Mf TC+ EXISTING PATIO COVER WOOD STUD) NOTE: USE LEDGER WHERE RAFTER SPACING EXCEEDS EXISTING STUD SPACING NOTE: BRACKET SEE ® FOR ATTACHMENT ` —NOTE:.PLACE 'SIKA FLE7C OR SIMILAR MAY BE MOUNTED MATERIAL BETWEEN BRACKET AND COMP. BELOW RAFTER W/ RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL SAME CONNECTIONS. WALL CONNECTION 0(D BRACKET CONNECTION DRAWN Br: E.N. TOM CAMPBELL & ASSOCIATES, INC. HANGER CHANNEL LIVE LOAD • PATIO TEM MFG. BY: IAPMO Eip 0106 DATE: 1OMI/1D12 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO AND BRACKET F10, 20 a 30 pd DURALUM PRODUCTS, INC. REVISED BY: � RANCHO CUCAMOWLk CA (081) 741-2107 ATTACHMENTS )HORIWINO • 00, 100 6 170 MPH 8288 ALPINE AVE, 403.1619SACRAM*W CA "b (018)462-7021 FAX403-1619 6tY WMpdurtAxn.00m SHEET 9 OF 33 T BRACKET ® 3 -SO. POST W/ 3'SO. POST (2W2 SMS EA. BIDE OF POST OR 1/4"M * 0. THROUGH POST. (2)-1/4'0 POWERS WEDGE - BOLTS+ OR EOU 7 EACH BRACKET TO SLAB. MINIMUM DISTANCE TO EDGE OF SLAB E 4' OR TO CRACK - 10' Y4 (1 ' MIN. EMBEDMENT) SLAB SHALL BE IN GOOD CONDITION 3 1/2' MIN. P0ST-SURFACE:M0UNT�AN M.TBRACKET USE WITH POST TYPE B,C,D, OR E STEEL."RACK ET USE VM POST TYPE B.0 D.E.F.GJ1,J OR K i• SG. POST ALUM.'rBRACKET: USE (2 *50 Hlln KWIKBO1T aREQUAL STEE�L�'rBRACKET: CLF MOTES BELOW BUOLTS)� &Hi n KWIK 2 W EMBEDMENT OEM FOR XWIK BOLTS) DE ITH OUREDCONCRETE SEE NOTE SCHEDULE ---,::::ruurvcc• IN BEAM SPAN TABLE 3' SQ. POSTS TO CONC. FOOTING ATTACHED ALTERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS CUBE SIZE SO. Ir DEEP • CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. 18' 18' SQ. 12' BOLTS 20' 21• SO. 12' 23' 6 24' CUBED (2)-tn•0 31/4' 22' 25* SO. 16• 26' -Ur CUBED (4}1/rO 31/4• 24' 28' SO. 20' 26' 32' SQ. 23" 31' - 34' CUBED (4)-5/8'0 4- 28* 35' SO. 25' 35"- 39' CUBED (4 }34 '0 4 3/4' 30" 38' SO. 28' 32* 43' SO, 30' 40' - 4r CUBED (441/4.0 43/4' U. 47* SO. 32' NOTES: BOLTS SHALL BE HILTI KWIK SOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC.. ESR -1917 OR EQUAL. 38' 51' SQ. 34• 38' 55• SQ. 3r 40• 60' SQ. 39' 42• 64' SQ. ar 44' 69' SQ. 'CUBE FOOTING W 4' SLAB NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED i I ! I _FOOTINGiEMB`EDMENT.'DETAILS . STEEL POST ONLY: 100 MOH `;•USE POSTTYPE F;:G, H, J OR K (3}6IB'0 BOLTS FOR POST TYPE J �� EXB&C EXB$`C EXB&C 4 f 1/2 DEPTH (2}1/r0 BOLTS 'INSERT FOR ALL OTHER 16 .10 FOOTING OR MIN. EMBO. CONDITIONS 4s, x ,188' Ir I I ASTM A36 18' DEEP STEEL 1 7 O T.O.C. 5'-0" SQ x �• . �� Q CL ASTM A572 STEEL (in'OM.e.J i`r'J LONG 1 3,16' FROM END Clem OF POST L•; i'.:: j 3- SCPOST P S (STL) - - POURED FSQUARE. SEE FTC). OR 4• SO. POST (STL.) ' F ySCHEDULE IN BEAM INSERT FOOi� _ IN SPAN TABLE PL.5/8'THK. - i SQUARE POST EMBED. j 9 INTO FOOTING 1 trr 1 1n• WELDED STEEL BASE PLATE NOTES: ; BASE PLATE SCHEDULE I PLATE SRE MAYBE USED WITH POST TYPE, SEE SHT. B 1. DO NOT USE ALUM. T r SQ, x 5/8' I B, C, D, F, G• 6 H BRACKET WITH 3X8 BEAM j FREESTANDING! W/1743ERT,MAG BEAM, 4 oR r I-BEnMs. , BASE PLATE ANCHOR 2. POST TYPE E BASE PLATE ANCHOR BOLTS (SIZE 6. TYPE) INSTALL WASHFR PLATF_ rXX*X5)J'AT STEEL T BRACKET. (4)- 314.0 HILTI KWIK BOLT TZ STAINLESS 9Wx 5/8' STEEL PER I.C.C. ESR -1817 OR EQUAL 3. POST TYPE F DO NOT USE STEEL T BRACKET W/r I -BEAM. (4 3!4' EMBEDMENT DEPTH) ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH 100 MOH 110 MPH WIDTH EXB&C EXB$`C EXB&C 10' OR LESS 3'-4" SQ x 3'-6' SQ x 4'-0" SQ x 18" DEEP ! 18" DEEP 18' DEEP 20' OR LESS " SO x 4'-7' SQ x 5'-0" SQ x 18 DEEP i 18" DEEP 18" DEEP /f���i%al►Y C37M ,03/31/p DRAWN BY: E.N. TOM CAMPBELL b ASSOCIATES. INC. COLUMN LIVE LOAD- I PATI Y MFG. Y: UPAq ERi 0196 DATE NONE 2 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE 10, 20 6 30 pd I DURALUM PRODUCTS, INC. ' SCALE: NONE : REVISED BY: RANCHO CUCAMOWLA, G (961) 741Q107 DMENMOUNT AND EMBEDMENT �¢ WIND • , 90, 100 6 110 ARPH S28Y ALPINE AVE- SACRAMENTO, G 815820 (9/e)462a021 FAX 403.1618 nlLn®01+9kxnmin SHEET 100E 33 .61" T' —T-9. 2.5r 2.19" 2.08" .038' R.F. GUTTER FASCIA -ALUM. O ALLOY 3004-H38 A 6.5" ROLLFORMED r 3" 1 SPLCE r-7 -71 WHERE OCCURS 4' 070 TYP. ALUM. ALLOY 6083 -TB O 4"`hBEAM —� 7r.042" 8" ALUM. ALLOY 3004ai� UL , ` OR EQUAL U 3 x 8 BEAM W/ STL. INSERT HEADER BEAMTYPES-&!7"A*l R EXT. CLIP GUTTER EXT. CLIP SPLICE WHERE OCCURS 4.6' � . I-- 2.r — ALUM.ALLOY 6063-T6 4.5" GUTTER a• SPLICE WHERE OCCURS ALUW6� BOY 7" I -BEAM is SPLICE WHERE OCCURS Des TYP. ALUM. ALLOY 6063-T6 MAG. GUTTER IT D€TAILS .,- SPLICE WHERE OCCURS ALUM. ALLOY OUM MAG BEAM ! J `O Y �_ TOM CAMPBELL 8 ASSOCIATES, INC. A� 2, � e.s• LOAD = C37941 042" DATE: IOMIR012 COMMERCL41 AND RESIDENTIAL STRUCTURAL ENGINEERING SEMI TYPES 10, 20 a 30 pd DURAL LIM PRODUCTS, INC. 4 ALUM. ALLOY 3004 H36 OR EQUAL ' OJ SCALE:NONE REVISEO BY: RANCHO CUCAMONGA, CA (951) 741,2107 2 x 6 RAFTER Mme. 3" 6' MAX. 3' g. —7 F .04r .Oar ALUM. ALLOY 3W44436 ALUM. ALLOY 30044M _T OR EQUAL _T OR EQUAL OI DBL. 3 x 8 BEAM ON DBL. 3 x 8 BEAM W/ DBL. 3 x 8 STL. INSERT 3.00" SQ. 14"R TYP. L.28" ASTM A663 GRADE 40 OE 3" SQ. STEEL BEAM 3' 6.5' MAX. r .03r ALUM. ALLOY 3004-H36 OR EQUAL DBL. 2 x 6.5 BEAM •J T=12OR14GA. T 5" ASTM AB53 GRADE 50 II 1 - - I 2.875" F�� 3 x 8 BEAM O STEELINSERT 3.0" —� .04r 8.0" 1 ALUM. ALLOY 300"W OR EQUAL O K 3x8BEAM 375' T-0.126' 8.856" ALUM. ALLOY 003 -TO .375" F -1.75"-i 7" 1 -BEAM "C" OP SPLICE / INSERT DRAVVN BY: E.N.LIVE TOM CAMPBELL 8 ASSOCIATES, INC. LOAD = PATIO COVER SYSTEM AS MFG. : IAPMO ERM 0195 DATE: IOMIR012 COMMERCL41 AND RESIDENTIAL STRUCTURAL ENGINEERING SEMI TYPES 10, 20 a 30 pd DURAL LIM PRODUCTS, INC. SCALE:NONE REVISEO BY: RANCHO CUCAMONGA, CA (951) 741,2107 MORWIND = 90, 100 5 110 MPNSHEET S209 ALPINE AVE.. SACRAMENrO. G 95528 (9161452.7021 FA%40Y1519 dN�Anklm.aom 11 OF 33 OPTIONAL DECORATIVE FASCIA I WOOD, ALUM. OR HAROBORD ) 4414 x 1,2' S.M.S. EACH SIDE OF 3- S0. POST (8 -TOTAL ALTERNATE: 1/4'8 &XT W/ WASHER FA SIDE OF 3' SO. POST + 1 .T 2.35' 3' SO. POST 4-114 x 1/2' S.M.S. EACH SIDE OF 3' SO. POST (8 -TOTAL ALTERNATE: 114'0 SOLT W/ WASHER EA SIDE OF Y S0. POST 3.00' 3' $0. POST OR 240' GUTTER FASCIA MAG BEAM 3' 50. POST 3'Sn. STL. BEAM 13 ALUM. ALLOY 3105-1-125 1'50" 1.50" 28".4 1 2" �r t 1 1/2" SQ kOR�2' lATTIGExTUBE '"•ate- � s ALUM. ALLOY 3 05-HH25 "k, N. .28" .�N 'Z0 L � " P1 2"x3" LATTICE TUBE 'OST -CONN " x 8" x .042" BEAM, " SCI. STEEL OR IAG BEAM. "L" I FASTENERS 1'-0' 4 - #14 SDS 2'-0' 6 - #14 SDS X-0" 12-#14 SDS FASTENER SPACING - 3/4' #14 It 1/2' S.M.S. TOP e BOTT. (2}TOT. Q 90 MPH - USE ROOF PANEL (4)#14 SDS @ EA SIDE TOP & BOTT. TOT.=16 ROLLFORMEDOR— ® 100 & 110 MPH - USE EXTRUDED GUTTER (6}0114 SDS @ EA SIDE #14 S.M.S. ®1 'O.CC.— TOP & BOTT. TOT.=24 FASCIA . DURAL PRODUCTS, INC. 6 12x2*x024 — IAPMO ERA 0196 RAFTER X 3" ALUM. OR --�� TEEL POST�F►L ,c\\ H - BRACKET TO POST z -j No. C37948 P. 03l31W �~^-^ 1 1n' SO., 2' SO., ( /> OR 2"1A' LATTICE V .2 -SMS. 2 1/2' @ 3' O.C. MIN. OR 3 1R', TYP. UP TO 6'O.C. MAX. r (4) - #14 x 3/4" TEK BRACKET TO RAF, :(�0 - #14 BRAC 17 LATTICE TUBE TO RAFTER FASTENER TO FASCIA - SEE TABLE FASTENER TO RAFTER TAILS - SEE TABLE OPTIONAL LATTICE TUBES AT OVERHANG k;, FASTENER 61/2" GROUP ALUM. BRACKET X 2' 1 1' "L' SEE TABLE RAFTER "TAIL" TO GUTTER 15 z.IZD- I -UK Z x rwr I LK C 1 1 /2" t = .040" @ 6063-T6 SCREWS FER !1/Y MIN. O .750 (4!4T.EK SCREWS OR (6) #10x3/4" TE CREWS fTO BEAM NTO18 "U" BRACKET;-`RAFTER'TO BEAM DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD • A R TE Y: SEAM TO POST 10, 70 a 30 . DURAL PRODUCTS, INC. IAPMO ERA 0196 DATE: 1001,2012 IREVtSEDBY'.- COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ATTACHMENT D HORIZ. WIND • 8788 ALPINE AVE., SACRAMENTO, GA Y0828 N SCALE: NONE RANCHO «-'CAMONdA G (961) 741-2107 uo, 100 a 110 MPH �pte)4e7-Ta21 FAx4o3-tato aw®du.nm.Cum SHEET 13 OF 33 SPLICE DETAILS 11 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT 9' 1 I S 3' 1 .1 11 __r 1', a, II..I a• A.A � I (B Tam .S. 0 #12 S.M.S. II TYP. THICKNESS =.035 8.38* (24 TOT TYP. THICKNITISS =.035' B � u + + + ++ + + + + ++ ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063 -TS FOR EXTRUDED OR 6063.75 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. F— 3' --I SPLICE WHERE �. oxuas 070' TYP. ALUM. ALLOY W63 -TB 4' I -BEAM i i nom= for i rio BOLTS S M.'I'BM.OR r=== \— 7'x4• ALUM. 'P BM. == 1. 0 0 2.00' 0 0 0 0 I -BEAM ALUM ALLOY AS NEEDED TO CLEAR (8061-T8) ALTERNATE SQ. POST,CONNECT WEB STL, C -SEAM TO POST WI (2) - 518. 0 3'-0' THRU-80LTS 10 4• I SEAM, AND (2)110 S.M.S.® EA. VALLEY, TYP. T •IE M.'I'BM.OR r=== \— 7'x4• ALUM. 'P BM. == i NOTCH I -BEAM FLANGE I -BEAM ALUM ALLOY AS NEEDED TO CLEAR (8061-T8) ALTERNATE SQ. POST,CONNECT WEB STL, C -SEAM TO POST WI (2) - 518. 0 THRU-80LTS 10 4• I SEAM, AND OASO. POST L N 1, 4 O THRU BOLTS T FBEAMS �MYCl �Cy� BEAM TO POST CONN. No. C37'148V 1, 3/3" ��. i 09 ROOF PANEL MOMENTCSPUCE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WH OCcw ALUM.ALLOY 6063-T8 7" I -BEAM MOMENT CSPLICE #12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS C 8.O.C. MAX. STAGGER IN BEAM FLANGE M.'I'BM.OR TOM CAMPBELL 8 ASSOCIATES. INC. \— 7'x4• ALUM. 'P BM. AT T WW -AM: AS MFG. BY: ADD *C' SPLICE X118' LONG (4)-1/4'0 M.B. BEAM AT ALL COLUMNS - COMMERCIAL AND aE8N7fNiUL STRUCTURAL ENGINEERING BEAM SPLICE DETAILS TO BRACKET j (CENTER AT COLUMN). REVISED BY: SECURE TO I -BEAM HORR. WIND • , 90. 100 8 110 MPH '(918)152.7021 82W ALPINE AVE., SACRAMENTO. G 95820 FAx 1051519 p10s�MnUm.00m W/ 8414 TEK SCREWS EQUALLY SPACED - I 1' FROM ENDS. 2.3/8.0 M.B. THRU STL.'T' BRACKET TO POST, POST, SEE SCHEDULE I ALTERNATE BEAM TO POST CONN. DRAWN BY: E.H. TOM CAMPBELL 8 ASSOCIATES. INC. LNE LOAD • 'IPATIOM AS MFG. BY: IAPYO EM 0195 DATE: 100112012' SCALE: NONE COMMERCIAL AND aE8N7fNiUL STRUCTURAL ENGINEERING BEAM SPLICE DETAILS 10.20 a so Pd DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUGMONOA G (951) 711-2107 HORR. WIND • , 90. 100 8 110 MPH '(918)152.7021 82W ALPINE AVE., SACRAMENTO. G 95820 FAx 1051519 p10s�MnUm.00m SHEET 12 OF 33 v-1-0#=L.L. 90-MP-H——ATTACHED-OPEN-L:ATTICE-COVERS-- 12' OR LESS EXP. B & C 1 10# L.L. 90 MPH - FREESTANDING OPEN LATTICE COVERS 12' OR LESS EXP. B & C 5 DRAWN BY: E.N. DATE tOOt/l012 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 1 27 > 15'-7" OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT G SCALE: NONE REVISEDBY: 10'-0' 10'-9' 27 a 5 o MAX.COL. MAXPOST MAX.POST MAX.POST MAX.POST MAX.POST MIN. MIN. SPACING SPACING MIN. MIN. INT MIN. MIN. SLAB FTG. POST FTG• SPACING FTG. POST FTG. FOR DSL FOR 3' x B' FTG POST FTG• SPACING FTG. POST FTG. SPACING FTG. POST FTG. ;POST J F ON * (SPAN)G (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) 2'xB.Sx.032- BEAM (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) TYPE 5'� 13'-7" 10'-3" 15'-7' 14'-3' B 18 15'-7' 20 10'-0" 10'-9" B B 18 23'-2' •. 23 32'-8' G 26 C , 5 10'-3• K 19 15'-7" 6 22 10'-6' 10'-9' 21 9'-3" 9.9. B G 20 23; 2� `+�' B 25 32'-8' , 6 28 . 6 11-4 " 91-8• '-8' B 18 14'-3' B 18 20'-4" 23 29'-1 " 27 I I E , 6 G 0' 4" 19'-0" 3529'-10" 31 20 14'-3' 37 23 9'-3' 9'.9• B 2123 8 - 9.1 " '-1' j 20 0'4' C 26 29'-10" G 29 8'-7° 9'-1' 26 F 27'-8' 34 J �, 9,�, 9'-2' B 1 13'3"-3 B 1 19' 2 2r 2 E �� 8'-7" -2' 27 G 21 -3" 332r-8" 30 8'-7" 22 T-8' 8'-2" B 21 9'-0' C 26 2T 8" 30 8 8'-9" 25 8 8 -6 8'-9" B 20 12'-4" B 19 iT-1' 24 25'-1 " . 28 F , 8 30 7'-8' 21 12'-4 8'-2' 24 7'-8' 8'-2' 22 7'-3" 7'-9' B G 21 1 T-1' C 27 5'-10 30 38 9 7'-7- 8 =6' B 20 11'-8" B 20 16'-1' 25 24'-4" 29 F 1 9 8'-6' 27 8.8• 11'-8" 10'-9' 29 22 11'-8' 24 7'-3' -9" B 23 6'-8" 7'-4' 7'-3' 21 16'-1' C 27 24'-4" G 31 3224'x" 29 Zf-313'-2' 10' 6'-9" 8' 2- B 21 10'-9" B 20 15'-3' 25 3'-2" 29 F 10' 23'-2' 33 J 8'-2" 8'-2" 22 10 -9' 25 6'-8' 4' C 2325 6 -5" 6'-9" 2s 22 15'•3" E 28 3'-2" 8'-8' 32 -4" 28 11' 6'-2" 8'-0- B 2123 10'-210'-2" B 2 14' 2 21'3"21'-3. 29 F 11' 8'-0' 27 G 8'-0" B'-5' 6'-9' 27 G 21'3" 32 (I8'-0" B 6'-5' 6,-9' C 23 6'-0" 6'-5' 29 22 14'-7" E 26 2 6'-5" 12' 5'-8" 7'-7'7,-7' B 2123 9' -9" B 222 1 228 20' 0 37 27 34T-7' 28 G 9'-9" 6'-0" 6'-5' 28 G B 5 6'-0" 6,-5" C 2 5'-8' 6'-2" ,12' 127'�" 13'-6" E 7'-7' 29 9'-9" 9'.5" 29 13' 5'-2' 7'-4' ,�. B 2124 9 -5' B 21� 12'-12'-10" 26 19'-8"9'-0" 333 3020' 28 4' 34 J Z,13 9'-0" B 26 S �" 6,-2" H 28 G 5'-8" 6'-2' 28 G 28 4" 1 10# L.L. 90 MPH - FREESTANDING OPEN LATTICE COVERS 12' OR LESS EXP. B & C 5 DRAWN BY: E.N. DATE tOOt/l012 10'-3' 27 G 15'-7" 30 G SCALE: NONE REVISEDBY: 10'-0' 10'-9' 27 F 23'-2" 33JG 32'-8' 36 J , 5 0'-3" 28 15'-7' 14'-3' 32 I 10'-8' 10'-9" 29 G 23'-2" 20'x" 3532'-8' 32 38 K 6 9'-8" 26 '-8" G 29 9'-3" 9'-9' 26 F 29'-1 " 35 J , 6 28 14'-3" 13'-3" 31 H 9'-3' 9'-9' 28 G 0' 4" 19'-0" 3529'-10" 31 37 j 7 9'-2' 26 G 28 G 8'-7° 9'-1' 26 F 27'-8' 34 J , 7 '-2" 27 13'-3' 12'-4' 30 H 8'-7" '-1" 27 G 19'-0' 17'-1" 332r-8" 30 37 8 8'-9" 25 G 28 G T'-8" 8'-2" 25 F 25'-1 ' 34 J , 8 8'-9' 27 12'-4 11'-8" 30 7'-8' 8'-2' 27 G 17'-1" 16'-1' 3225'-10 30 38 ! 9, 8'-6" 26 G 2T G 7'-3" 7'-9" 26 F 24' 4' 33 J 9' 8'-6' 27 11'-8" 10'-9' 29 7'-3' 7'-9' 27 G 16'-1' 15'-3' 3224'x" 29 Zf-313'-2' 35 10 8'-2" 26 G 27 G 6'-8" r-4" 26 G 23'-2' 33 J 8'-2" 28 10'-9' 10'-2" 2s 8'-8' -4" 28 15'-3' 14'-7" 29 35 8'-0' 27 G 27 G B'-5' 6'-9' 27 G 21'3" 32 (I8'-0" 29 10'-2' 9'-9• 29 6'-5" 8'-9'29 14'-7' 3121'-3' 28 34T-7' 28 G 28 G 6'-0" 6'-5' 28 G 20'-4" 32 I ,12' 127'�" 7'-7' 29 9'-9" 9'.5" 29 6'-0'6'-5' 29 3'-0" 12'-1 3020' 28 4' 34 J Z,13 28 H 28 G 5'-8" 6'-2' 28 G 19'-8' 31 ( 4" 30 G 9'-0" 30 H 5'-8' 6'-2' 30 H 2'•10" 3019'-8' 33 J r 1 le NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED S' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED a FREESTANDING COVERS 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 FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE B �� r Qi Tai FIGURE INDICATES EXFOB WHERE ONLY ONE FIGIPRE SHOWN INDICATES EXP. B a C. DRAWN BY: E.N. DATE tOOt/l012 TOM CAMPBELL a ASSOCIATES, INC. LATTICE POST SPACING TSE LIVE LOAD 10, 20 a 30 OURALUM PRODUCTS, INC. IAPMO ER+10185 SCALE: NONE REVISEDBY: COMMERCIAL AND RESIDENTIAL STRL CTURAL ENGINEERWO RANCHO CUCANONGA, CA (B61) 7�t.Z10I FREESTANDING AND ATTACHED 10t L BO MOBIL WIND BO,t00a110MPH 0489 ALPINE AVE. SACRAMENTO. CA 86826 (8181.62.7021 PAX{0.1161BsMuAOuWrn.aan SHEET 28 OF 33