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13-0118 (PAT)P:0. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253' Application Number: c13=000000. 11 Property Address`: 81449 GOLDEN POPPY WY APN: 764-280-999-118 -300236- Application description: PATIO COVER - RESIDENTIAL Property Zoning: MEDIUM HIGH DENSITY RES Application valuation: 2421 4 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Applicant: Architect or Engineer: A/04- ------------------ 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 Divy�'q-- 3 of mess and Professionals Code, and my License is in full force and effect. /License ClassS -.B (GrJ License No.: 770843 (/Date: Contractor:--- OWN -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 7060) 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 _) 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.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractorls) licensed pursuant to the Contractors' State License Law.)'. (_) 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 Owner: HUGH HELLEN 81449 GOLDEN POPPY WAY LA QUINTA, CA 92253 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 2/05/13 D � U Contractor: LIFETIME PATIOS POBOX5806 LA QUINTA, CA 92248 / Cl (760)772-0001 OF Q Lic. No.: 770843 NAACFAVl�rA ----------------7------------------------------ 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 MARKEL INS Policy Number MWC002486201 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3 00 of the Labor Code, I shall forthwith comply with those provisions. Date: - Applicant: WARNING: FAILURE TO SECURE ERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to nter upon the above-mentioned property for inspection purposes. Date: Signature (Applicant or Agent): Application Number . . . . . 13-00000118 Permit . . . PATIO COVER PERMIT Additional desc . . Permit Fee . . . . 54.00 Plan Check Fee 35.10 Issue Date . . . . Valuation . . . . 2421 Expiration Date 8/04/13 Qty Unit Charge Per Extension BASE FEE 45.00 1.00 9.0000 THOU BLDG 2,001-25,000 : 9.00 ---------------------------------------------- Notes and Comments Duralum Lattice Patio Cover 182 square ft. IAPMO ER#0195. 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 LQPERMIT Bin # Ci . • of �L- a Q ui tY eta Building 8L Safety Division Permit # P.O. Box 1504,78-49.5 Calle Tampico La Quinta,-CA 92253 - (760) 7.77-7012 I I • Building Permit App{ication and Tracking Sheet Project Address:- Ft. m eg=AfauOwner's Name: A. P. Number: Address: C W9 Legal Description: -City. ST, Zip: ZZ Contractor: L �.�.I;G Telephone: • ,, •3F._ Address: d -V&W oco Project Description: City, ST, Zip: L /J . U JhJ Tel hone: � —M GG ansa "}% � ' Pisa Check Deposit _. ,rx. .;.: < ..0 state Lic. # :l3 -'77G E.�[3 city Lic. #: 3ZS Arch, Engr., Designer: Address: City, ST, Zip: Energy Coles. Telephone: `''#-• sem a •, �': ;,, �`= j: • '`"=!i Construction Type: '0cc0an P may' State Lic. #: Pro e c j type ect Circle one): New Add'n • Alter Repair Demo Name of Contact Person: Sq. FL: A Z # Stories: # Units: )hone # of Contact Person: ' Estimated -Value of Project: _/C/S& 0 APPLICANT: DO NOT WRITE BELOW THIS UNE q Submittal Req'd Rec•'d TRACKING. PERM F FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Pisa Check Deposit Tress Cales. Caned Contact Person Plan Check Balance Energy Coles. Plans Picked up Construction Flood plain plan Plans resubmitted Mechanical Gradingplan' tad Review, ready for correctionsfissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A Approval Plans resubmitted Grading INHOUSE:- '"' Review, ready for corrections./issue Developer. impact Fee Plannigg Approval Called Contact Person A.LP.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees CITY Of L Aq�.INTPT.A &AE.DE I �nR (;ONST q a SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2- X 6 V2' SIDE PLATES. AND FOR SIM SPACW0 OPEN LATTICE TYPES 11lT]]r TNa OPEN tATTCRIYP! 81RUCIUIQ °e�soQcuUc 'K+b SEE SCHEDULE e(@.. uAr Ng°e ONEUD _ 25%OFOF&PAN MAX OR �' _ \ PAFTEFL90 °UTABIA � AM LEMON OF &TiMICTUREVAFl" LDIOTt of STRUCTURE VARIS NOTE: EACH COMPONENT IB INTER- Q � &EW®vN� -27 ��* eE6 DETA0. CHANGEABLE WITH ANY OTHER t M eaotDulB COMPONTENT UNLESS OTHERWISE SHOWN. OTE EACH COMPONENT 18 INTER- 3 1fr hue ArrAamExr FOOTNO vnim REOWRD, l8 yy� �,1Y OTHER 1NLr ee u&Ea ftfilm OPENLATTICE•TYPE COVER °�6CKM ro" °gQNA MUNLESS OTHERWISE SHOWN.�BES &TPmwffToouLE n �°E \�Y FOOTWO %VMU MOUIRED. BEe &eNm. FOR FOOTM Cu06 Elm TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCT 9 .* to TYPE "F" ATTACHED MULTISPAN TTICE STRUCTURE F NOTE T105 OPEN LATTCE•TYPE ffMUCTURE MArN�rBEcovr�. pAFiEFAOpLAAX OR TABLE �7 ►NIL PROL A1O &PA,pHO PRa.. TUBS uTTICa a46 R' ` eee &CrtlD1&E uAY BE Cmm LENW" Of &TRUCftM YAMES LEHORt OF STRUCTURE VARU NOTE: EACH COMPONENT IS INTER. I TOCRMq� TOM CAMPBELL a ASSOCIATES. INC. CHANGEABLE WITH ANY OTHER OTHERWISE rt4te °�mw ATIO , 1? &AB �A COMPONTENT UNLESS SHOWN. DATE: i=14012 NOTE EACH COMPONENT IS INTER- F.,10O RX OPEN LATTICE COVER OURALUM PRODUCTS, INC. CHANGEABLE WITH ANY OTHER�r o 821 SCHEDULE -TYPE &GLE NTD PooteaWHERERF.OUIRED BEE BCNEQ FOR f00'Tvq CUBE elff COMPONTENT UNLESS OTHERWISE SHOWN. FOmwaWHERERWUWSD BEE 6CNE0. FOR FOOT= CUBE &Qd TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN L iTnCE STRUCTURE DAWN er EN. TOM CAMPBELL a ASSOCIATES. INC. LNE LARD • ATIO , WMD EFW 0195 DATE: i=14012 COW�IALAND REBICOrrK BTIWMFW ENDINEflS110 OPiN LATTICE 18.2&&]0 pd OURALUM PRODUCTS, INC. SCALE: NONE RBrtt Im. RAttdtO WCAMONOA CA tESryTH ttST eTAUCT ma NORM WBm- Bot&oe no tiPH =2ALFME AVE. BACRAMEMO. CA We20 tot al -m NUMS-1519 — n�-&Nnmm SHEET 3 OF 33 * SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X B 1R' SIDE PLATES. SOLID PANEL TYPES ATTACHMENT C ANNEL8 ATTACHMENT CHANNEL SEE DETAIL 0 � ALUMINUM SEE DETAILS — SEE SCPANEL HEDULE TMFF E�F33 y�1F3 � OFDU PEL MIN. 025' SLOPE PER i FOR SPANS FOR SPANS O. SP 0. 'O. H.' NOT TO EXCEED 25% 'O.N.• NOT TO EXCEED 25% OF SPAN OF SPAN SEE DETAIL FOR SPLICE SEE OETAIL FOR SPLICE OPTIONAL CANTILEVER B P ait. k SO. POSTS, SIZE VARIES 3L` C,_ SEE SCHEDULE FOR 9 A 80. POSTS. SIZE VARIES 3 ".i LFs POST SPACING 3 112' SLAB ALIFANATB >K pp. h ATTACHMENT SINGIA POST MAY BE USED SEE SCHEDULE WHERE PERMITTED. SEE SCHEDULE MAX. HT.• 17 NOTE: NO SPLICE AT T POST AND END BAY. FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SDE NOTE: EACH COMPONENT CHANGEABLE WITH ANY 0 COMPONTENT UNLESS OT TYPE "A" ATTACHED SINGLE SPAN W/CANTILEME OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING 25X �s� ALUMINUMALUMINUM 717 SLAB f ALTERNATE W ROOF PANEL p, ATTACHMENT SINGLE POST SEE SCHEDULE MAY BE USED U SEE SCHEDULEWHERE !IS FOR SPANS PERMITTED. FOR SPANS SCHEDULE OTE. 0 SPLICE AT A�SEE OPIAL C MAxNT.■I? POST AND AT END BA FOOTING WHEREBC�HEDULE Y �� c"L OTI FOR FONG CUBE SLG NOTE: EACH COMPONENT IS INTER- OF SPAN CHANGEABLE WITH ANY OTHER NN. m COMPONTENTUNLESS OTHERWISE SHOWN. SEE DETAIL FOR SPLICE IN C PEW ATTACHED MULTISPAN W/CANTILEVER OPTION ALUMINUMALUMINUM r 3�U yr /RF ROOF PANEL p, ROOF PANEL MIN. 0.25 SLOPE PER FT. O.H y SEE SCHEDULE EE SCHEDULE �IF3 FOR SPANS FOR SPANS 0. 'O.H.' NOTTO EXCEED 25% 'O.H.' NOT TO EXCEED 25% OF SPAN OF SPAN SEE DETAIL FOR SPLICE SEE DETAIL FOR SPLICE OPTIONAL BEAM OPTI I LAL CANT R 8 SD. POSTS 312E VARIES SFF3Cy BEE SCHE POST PAC FOR NG 80. POSTS, SIZE VARIES 3�3C/y� OR SEE 8di SPACIDULE NGG 3 ALTERNATE: �e ALTERNATE 25% Opp 3 1IZ' SLAB SINGLE POST Y ` 7 1 r SLAB SINGLE POST MAY BE USED SEE SCHEDULE MAY BE USED SEE SCHEDULE TO CONSTRAIN N SPEND SAYS. POST AT ENDBAYs TO CONSTRAIN NOTE 0 T ENLI THIS P09T AT END YS. FOOTING SEE FOOTING, SEE SCHEDULE SCHEDULE FOOTING WHERE REWIRED FOOTING WHERE REOUIRED SEE SCHEDULE FOR FOOTING CUBE SIM BEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER. 112.9'STEEL ROD NOTE EACH COMPONENT IS, INTER- 1/1XB'STEELROD CHANGEABLE WITH ANY OTHER CHANGEABLE WRHANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN By: EX DATE, 101000017 TOM CAMPBELL A ASSOCIATES, INC. SOLID PANEL LNB LOAD • 10. 20 f Z0 W 0 COVER SYSTEM AS . . URALUM PRODUCTS, INC. UPMC ERA OI05 SCALE: NONE COAOERCIAL AND RESCENTIAL ZTRlCTURAL EN00MUN I FTRUCTURES HORM WIRD. MALPINE AVE., BALRAMENTO, CA SSW 1161452.7m SHEET 2 O 33 REVISED aY: RANCHO ClCAAIC11G& CA M51)741.2WT I10.100\1101WR1 FAX403-1319 mms*ghmh-,wm RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C 2• X 81/2' RAFTER / DBL. 2"x 6 1/2' RAFTER r r r r (PSF) (1N) $ 90 MPH 100 MPH -- � i 10 MPH L L�� T 90 MPH 100 MPH i 10 MPH MAIL EXP. B EXP. B EXP. B •C (PS (IN.) Exp• B .0 I EXP. 8 .0 I EXP. B 1 EXP.0 �• 18' 12'-0• 10'-r 10'•6' 9'$ r4r 8'-8' 18• 18'-10• 14'-10' 16'-2' 13'x' 15=9" 12-2• ox 14'-8' 14'•8' 14'-8' 14'-0' 14'-0' 73 -1 B' 8' 8-0' W -W 9'48 8.8' 18'-4' e. ."r a� .024 8'•10' 8'-8 IMF T•9' 8-1• r.1• -024 13'-9' 12'-2' 12'-4• 11-0' 11'-0' 10'-0' 24' 11'-9' 11'•9' 11'-9' 11'-9' 11'•9' 10'-8' 24' 16'-1' 16'-1' 8'•1• 18'•1' 16'-1' 16'-1' 18-0' 14'-i' 14'-0' 12'-8' 13'-1' tt'-0• 22'-8' 18-10' 20'-3' 1r•8' 18'-4' 18-2' r ■ r RAFtEA r A e IM RAF7t Rx D6L r . Im RAJRFR4 16' 8'-0' 8$' 18' 8' 18'$' 18'•8 T 8 18• 8-0' 28'-0' 8'-0• 26-0' 8'-0' '-r ALUM. ALLOY 3004W0 ALUM. ALLOY tml+a6 ALUM. ALLOY 30u4roE 10 •.032 10 .032 oRcauAL aREQUAL OR EQUAL 24, 13'•1` 11'-T 11'•6' 10'-0' 10-0' 9'8' 24, 18'•4' 18'-31 18'-r 14'•r 15'-1' 131-3' * V -2 - SEE NOTE eELOW 1k SEE NOTT? SELOW 15-1• S•1• 15-1• . 15-1' 15'-1' 4'-0' 21'•Y 1'-2' 1'-Y 21'-T 21'•T 20.1' 10' 18'8' 18-9' 18'•r /T-1- 16'-1' 28'-8 28140' 28.8' 23'-3' 24'-1' 21'-Y 3' x B' RAFTER .042 18' �'2� 27-2' 2=Y ,2' 22 2' 21'•Y .042 18• tV3 31'-3' 31'3' 31'-3' 31'-3' 9'-1 "T- 90 MPH iOD MPH 110 MPH 24' 1T -i' 16=1• 15�' 13'T 141-0' 12'3• 24, 24'-1' 21'-Y 21=8' 1B'-1• 19'-8' 1T-3' (IN.) Fxp, g ExP.0 EXP. B EXP. EXP. B 18-Y 18'-T 18-2 18'•2' 1B'-2 1T•4" 25'•T 25'-T 25'•7' 25'-T 25'-T 24'-4' 18' 23' 20'•3' 20'-8' 18'•2' 18'•9' 18-7* 1B, 17-0' 10'-T 10'-8' B'8 9'•9' 8-B' t8" 18.3• 14'-10' 15-2' 13'-4' 13'•9' 17.2' 10 .042 28-10' 28-1 8.10' 8'•10' 8.10' 25'- ' 024 1 4r Z -O 7 0' 17.0 12'-0' 11'-r 024 183' 18'-3' 183• 18'-3' . 18'-3' 15'-9' 18-9' 18'-r 18'-10' 14'-10' 16 4' 13'-T 8'-8' a'-10' r-9' 8'•1' T-1' 13'•4' 17-Y 12'-• 11'-0' t i'3' 10'-0' 24' -0' 22-0' 22'-0" '-0' 27-0' 20.8' 24' 9.9' B-9' 99' 9-9' 9-8' 9'8' 24' 13'4' 13'-4' 13'+1' 134' 13'x1' 18' 2r- 20'•3' 20'•8• 18'•2• 18'•9' 18-7' 18, 15'•3" 14'-1• 141-4' 17.8' 13'-1' it' -0' 21'-8' 18-10' 20'•3' 1T-8' 18'-4' is,r 27.2' 22-2' 22'•2' 27-2' TZ -2• 218' 153' 16'3• 76'-3' 15'3' 16'3• 14'-9' 18' 20 '042 24' 18'-2' 18-7' 16'-10' 14'-10' 15'-4' 13'-r 20 .032 24. 14'-1' 11'-r 11=9' 10 4' 10'-0' g'.8' 20 032 24� 1r•r i6'-3' 16'•r 14'•T 15-1• 13'-3' 18'-2' 18'-2' 1 B •2' 16'-2' 78'•Z' 1 T•T 17.8' 17-8' 2 8' 12' 8' 12'$ 17-1' 1 T -r 1T•r 17'-r 1T -r ir•7' 1r-0' 16, 193' 19'-4' 19'-4' 181•Y 18'•9• 18'-r 18 16W 184' 18.4' V14" 15'-1' 18• 5'-10' 28-10' 28'-10' 23'•3' 24'-1' 2' 30 .042 19'-4• 19x0' 19�' 19'-4' 19' 4' 18'-10' D42 1B'-4' 184' 18'-0'4' 1T•9' �2 S'•10' S'-10' S'-10' 6'•10' S'-10' 28'•1' 24' 15-10' 15'•10' 15'-10' 14'-i O' 15-4' 13'-r 24' 15'-1• 16'-1' 18'-1' 12'-3' 24, 21'•Y 21'-2' 21'- ' 19'•1' 5.10• 15'-10 15.10' 15.1 15'-10' 1S-0' 15.1' 18.1' 1•1'14'-r 21'-2' 21'-Y 21'-2' 27'2' 21'-2' 20'•818 10.8' 10 8' 10 $ 8'-8' 18 14'•Y 14'-2' 14'•2' 13'•4' 13'•9• 12'-2•NOTE SINGLE RAFTERS SPACED 18 O.C. MAY BE U6ED AT 10' 8' 10'$ 70'-8'8' 10.2' 14'-T 14'-T 14'•2" 14'-2' 14'•2' '-10'32.O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED .024 .02424'O.C. MAY BE UBED AT 46' O.C. WHEN DOUBLED. 8'-r B'•r B -r T•9 8 -1 T-1• 11'-8 111-8' 11'-0' 11'-0' 11'3' 101-M 24' 8•-7• 8•-7• 8=r B'•r 8'-T 8�' 24' 11'•8' 11'8' 111-8' 11'-8' 11'-8' 11'-4' FOOTNOTE: 'SAMPLE' 1314T 153' 13'3' 17.8 13'-1' 11'-8' 18'-8' 16•-8• 18'-8' 1T•B' 18'•4' 16'•2' FIGURE INDICATEB—� 30 .032 i8 3'3' 13'3' 13'•3' 3'3' 3'3' 13-0' 30 •032 i8 8.8' 18.8' 8'•8 181.8' 8'•8' 18'3' ATTACHED Irj FIGURE INDICATES 24" 10'•10' 10'•10' 10'•10' 10'x' 10'-8' 8.8' 24• 15'•3' 16'.9' 15'•3' 14'-7' 15'-1' 131•3' FREESTANDING 0'•10` Ot10' 0'-10' 7-10' 0'•10` 0'-0' 15'-3` 15`•3• 15'-3' i5'3' b'3' 1S-0' 18'•1' 1B'-1' 16'-1' 18'-1' 184' i6' -7 27•r 22'-r 22'-T 22'-7' 22'-r 21'-T .{.. PROJECTION 18' 18'-1' 18=1' 6'-1' 18-1' 18-1' 151.8' 76• '-r -T '-T -r •T -0• o.H. I SPAN 4� i3'-2• 13'-T 13'-2• 13'-2' 1s'-2' 17-3• rO4 24� 18'-8• 18•-8' 18'-8 18'$ 18'•8' 1r3• �� 13'-T 13 2' 13'-2' 13'-T 13'•T 12'•9' r 8 B'$ B'$ 8'-8' 18'$' 18'-0' o� TARY WIDTH TABLE -_CLEAR SPAN (FT.) T 1 a 1 o 10 17 1 12 13 14 to tE 17 10 111 20 21 ~ n0• 4 5 5 8 8' 7 7 8 8 8 9 10 10 ii I/2SP TRI6 ARY TRIORY' EXP. 5 8 6 6 7 7, 8 8 8 9 10 10 11 11 12 AN*O.H. •� 7 8 8 7 7 B 8 9 9 10 10 11 ' 11 12 12 13 Y 7 7 8 B 9 9 10 10 11 11 12 12 13 13 i4 f+ NOTE TAIBIRARY ON MULTIPLE SPANS Is - - 9 9 10 10 11 11 . 12 12 13 13 1 14 14 15 EQUAL TO CENTERS TO CENTER SPAN 5 - - - - 11 11 12 12 1 13 13 14 1 14 1 15 16 18 DRAWN BY: E.N. TOM CAMPBELL 6 ASSOCIATES. INC. • ` �� 0' 6 ASM G. BY: IAFMO ER>l OtW DATE 100IM1t SCALE: NONE COMMERCIAL AND Rsa1DI :TW STRUCTURAL. ENWNfEWNo RAFIFA SPANS 10.t0a30paT NORM WINO • OURALUMPRODUCTB, fNC. SM ALPINE AVE. SACRAMENTO. CA &Bata REVIEW BY.' RANCHO NXICAMONG& CA (061) 741-2107 00, 1w a i 10 UP" (0161452 -Taal FAX 403-1519 SHEET 7 OF 33 MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER FOR ATTACHED AND FREESTANDING SOLID COVERS TABLE 1 TABLE 2 TABLE 3 (2) 2"x6 Y2" AND WALL HANGER, 3"x8" AND EXTRUDED AND 3"x8" WITH 6 Y ROLL FORMED HEADERS STEEL HEADERS STEEL INSERT HEADERS NUMBER OF NO.14 TEK OR SMS SCREWS NUMBER OF NO.14 TEK OR SMS SCREWS NUMBER OF NO.14 TEK OR SMS SCREWS 5; PER FOOT OF HEADER LENGTH PER FOOT OF WALL HANGER AND HEADER LENGTH PER FOOT OF HEADER LENGTH 90 MPH 100 MPH 1 110 MPH 90 MPH 100 MPH I 110 MPH 90 MPH 100 MPH 1 110 MPH EXP. B 1 EXP. C EXP. B I EXP. C EXP. B EXP. C EXP. 8 EXP. C EXP. B EXP. C EXP. 8 EXP. C EXP. B EXP. C W. 8 EXP. C EXP. 8 EXP. C 5' 3 3 3 4 4 5 5' 2 3 3 3 3 4 5' 2 2 2 2 3 3 4 4 4 4 2 3 -"--2 5 3 4 3 4 2 2 3 3 3 6 3 4 4 4 4 5 2 3 3 4 3 4 8 6' 2 2 2 3 3 3 3 4 4 5 5 8 3 4 3 4 4 5 2 3 3 3 3 4 7 3 4 4 S 5 8 . 3 3 3 4 4 S 7 7' 2 3 2 3 3 4 4 5 5 6 6 7 3 4 4 5 5 8 2 3 3 4 3 4 8•-4--4-J--65 6 5 7 8. 3 4 4 5 4 6 8' 2 3 3 3 3 4 5 7 6 8 4 5 4 6 8 7 3 3 3 4 4 --1-5- g 4 5 5 6 6 6 8 9 4 4 9 3 3 3 4 4 4 5 6 8 8 7 9 4 5 5 3 4 4 4 4 5 10' 5 8 B 7 7 9 4 5 5 10 10 3 3 3 4 4 5 S 7 7 8 8 10 4 6 5 3 4 4 5 5 6 11' S 6 6 8 7 9 11• 4 5 5 11' Me 3 4 4 4 4 5 6 8 7 9 9 11 5 8 8 3 4 4 5 5 6 5 7�87 88 1 4 6 5 3 4 4 5 5 612' 6 8 10 9 12 12' 5 7 6 12' 4 5 5 6 5 7 13 13 34 4 5 5 613' 13 6 7 7 4 5 5 8 6 7 FOOTNOTE: *SAMPLE' NAL FIGURE INDICATES C 5s \Rp,YATr C��ci FIGURE INDICATES S FREESTANDING FAN BEAM FAN BEAM (19•-0' MAX SPAN) N9I�0 1113 2' FAN BEAM (FAN BEAM F 3 HEADER z CEILING FAN AND/ T=.075' 21W 2 212' OR LIGHT FIXTURE TYP. ( MAX 30 A9. ) #14 x31/2' S.D.S. SCREW #12 S.D.S. SCREW FAN BEAM AT BEAM AT HANGER CHANNEL ALUM. ALLOY 6053-T8 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL ow►wN BY: EN. DA1E taOtQOt2 TOM CAMPBELL 6 AS80CIA7EB. INO. W�1'� UYi 1Oi10 • a 30 psiD BY: UUM PRODUCTS, INC, RAL IAPMO ERI 0145 SCALE: NOW COAILiAG1L AND AiatOEN►W.87m1Cf11RAL EHOIN[lAlNo WlUA0J9 MOtR�2a � 67DOALPWEAVE.BACMYENTO,GY56tE SHEET S OF 33 REVLSEDBY: RANpW WCAA10N6AG (OSI)T41-2107 �. t IYIE)1b1.7IQt fA1f43-1419 wfmW vohaneQ.. HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H38 1 —1.50 a1N-563 r 1' Y IIf',-74,.nA WALL FASTENERS SEE TABLE ROLLFORMED HANGER EXTRUDED HANGER CHANNEL WHERE ALLOWABLE A34 FRAMING ANGLE SEE TABLE PROJECTION EXCEEDS 18', HANGER / RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC. ADD A34 FRAMING ANGLE F FASTENERS, SEE TABLE EA SIDE OF RAFTER (2 PER R.F. OR EXT. HANGER RAFTER TO BLKG) CHANNEL, 2X OR 3X BO A B 1 B C D D E E F RAFTER BRACKET.—� A 8 B C D 0 E E F 3' ® r D.C. ALUM. PANEL 2X OR 3x ALUM. RAFTER FASCIA 80 (24- MAX) EXISTING EAVE CONNECTION '?Ia u WALLPASTENERS BEE TABLE 814 SMS @ PANEL LOCKS OR X41 SMS AT EA. CONTACT CONTINUOUS A -RAIL ROOF PANEL "WEaCcuR6) AUJ1 SOY 014 SMS a EA CONTACT WALL CONNECTION O I.R. HANGER O HANGER / RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC. WIND AT 2X FASCIA AT WOOD STUD AT MASONRY (SOLI043ROUTED DESIGN 18' O.C. CELL AT FASTENER) OR CONC. BULL #14 SDSrAPPR9OVED BO A B 1 B C D D E E F 100 A 8 B C D 0 E E F 3' ® r D.C. A 8 8 C D D E E F 2' x 8' NOTCHED 0 CRIPTION 9F SC SEE $li 04. B-30823412 W/A34 FRAMINOANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX. 19-8' 14'-e' C-SD621W12 AT EACH STUD, 18' O.C. MAX. 00• a p �. 28'-0' 'Fo3/8'0 x 1 1/8' AT 12' O.C. INTO 80UD-GROUTED CMU CELL OR CONCRETE 1B'$' 22'-8' 'H1LTI QUICK BOLT STAINLESS STEEL BEE NOTE 28 SHEET 1 25X8' FULL ORir 2•x10' NOTCHED 24.O.C. 29-W 28'-0' O 284' 1 21F& 24'4' X! FOR 4a /LLU�Y1.�1L LO PANEL I.R. HANGER O EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC. WIND AT 2X FASCIA AT WOOD STUD AT MASONRY (SOLI043ROUTED DESIGN 18' O.C. CELL AT FASTENER) OR CONC. BULL LL, -I0 LL -20 I LL -30 LL -10 LL -20 LLo30 LL=10 LL=20 LL -30 BO A B 1 B C D D E E F 100 A 8 B C D 0 E E F 110 A 8 8 C D D E E F 2' x 8' NOTCHED 0 CRIPTION 9F SC SEE $li AuSDS254/2 W/A34 FRAMING ANGLE AT EACH RAFTER 24' O.C. MAX. o B-30823412 W/A34 FRAMINOANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX. 19-8' 14'-e' C-SD621W12 AT EACH STUD, 18' O.C. MAX. 2'98' FULL OR2W-W 25X8' NOTCHED D•318'0 It 4' LAG SCREW AT EACH STUD a ' Emt3/8'0 x 1118* AT 18' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 28'-0' 'Fo3/8'0 x 1 1/8' AT 12' O.C. INTO 80UD-GROUTED CMU CELL OR CONCRETE 1B'$' 22'-8' 'H1LTI QUICK BOLT STAINLESS STEEL BEE NOTE 28 SHEET 1 EXIST. RAFTER ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) WIND SPEED (MPH) ANEXPOSURE D 90, C 100, C 110, C BULL 24' O.C. 18' 1B'-2' 18'-3' IX -4' 24T 79 2' x 8' NOTCHED 24' O.C. RANCHO CUCAMONGA. CA (051)7414107 2B'-0' 22'-2" 18,-1' 19-8' 14'-e' 11'-10' 2'98' FULL OR2W-W 25X8' NOTCHED 24'.O.C.24- 28'-0' 28'-0' 1B'$' 22'-8' 18'-7' 25X8' FULL ORir 2•x10' NOTCHED 24.O.C. 29-W 28'-0' 28'-0' 284' 1 21F& 24'4' NOTE: (A) MAXIMUM ALLOWABLE DECK / RAFTER SPAN AT 110 MPH, EXPOSURE 8 IS 1C-7'. (E) 2x4 RAFTER OVERHANG NOT PERMITTED FOR 110 MPH, EXPOSURE C WIND LOADS. 1. EXISTING ROOF OVERHANG DESIGN LOADS: RDL=3p8T(MIN)TO8W(MAX) RLL-2D83Dpsf 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1,200 psi. 3. ALLOWABLE DECK I RAFTER SPANS ARE BASED ON RLL a 10, 20, A 30 psf 1pp LL=(2p/14 SMS EA- SIDE 20(N30N K (2)#14 SMS EA. SIDE ET . 1314' OR 1 1/2' T 2'x6I/rOR 8' IN. 3' x 8' ALUM, RAFTER r4' OR 1112' EXISTING WOOD STUD FRAMING 1 114' 1.851r� —(2) #14 SOS ® EACH PANE FRO ED \ 55\0 EXP. 0 /3 113 0 Tw. 0 ��•��A�' NOM, PROVIDE WATERR�g CAUCK JOINTS ANO SLAL OpE�NO f TO DRAIN OPE DEE AcMY*ALiLMOITM Baa m 2d L6o06A 4— 2 EACH INV x 3-1W LAG SCREWS L.L.-10 pd 1 2 EACH 711010 x 3S1/P LAD SCREWS LL -20 AND 30 pafr(3)4W.S. }114x1 3f4' (T MIN. PENETMTXON WTO EXISTING PAT10COM WOODSTUD) NOTE: UBE LSOOER WHERE RAFTER SPACING. EXCEEDS EXISTINO STUD !PACING NOTE:• BRACKET N01E: PLACE'81KA SEE FOR ATTACHMENT MATERIAL BETWEEN BRACKET MO COMP. MAYBE MOUNTED eElow RAFTER wi RAFTER TO SHINGLE ROOFINO TD PROVIDE S&L SAME CaNNECnDNs. WALL CONNECTION.. 3O.._. O BRACKET CONNECTION DRAWN BY E.N. TOM CAMPBELL A ASSOCIATES, INC HANDER CHANNEL LIVID! LOAD •PA 0 S MFG. B WPMO ERP 0195 DATE:lootoot2 6GLL8: NONE COIJMERGtAL ANO RESIDMOUL STRUCTURAL EN01NEF3i1N0 ANDBRACKET 10.70�>0pX HORILWIND DURAL UM PRODUCTS, INC. 8260 ALPINE AVE-BACPAMENTO. �6�8N RANCHO CUCAMONGA. CA (051)7414107 ATTACHMEMB 041m 6110 MPF! SCA 1 462.7021 FAx 407.1110 SHEETB OF 33 COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS MAX. HEIGHT = 10' �3,s MAX. HEIGHT C =10' 3.00'SO. TTT--- #10 SMS 3.00" SO. 3.00" SQ. I ®24.O.c. E0. SIDE 3• O .14•R 032• T� oae•sTEEL o PLA MC PLUG .28' 0 0 3' SO. ALUM. POST POST W TH SIDE PLATES OD ALUM. POST 3" SO. ALUM. POST ALUM. ALLOY 3004.436 ALUM. ALLOY 3004-438 3 S .STEEL POST ALUM. ALLOY 6083-T6 ALUM. ALLOY 3.00' OR 2.Or 6083-T62.40" 07/18.0 HOLE 1.375" FOR 3/8• MB / O A 0 I 75% ASTM GRADE 38 STEEL 1.116• INSTALL 1)j* x % ;.)j HOG O90" TYP. WASHER PLATE AT ANCHORS FOR 110 MPH' ALUM "'BRACKET T � t, TR lY %2-3118'0 HOLES STEEL "rBRACKET ALUM.ALLOY 8063-T8 "H" BRACKET =3'SO.xt•.188' L ASTM A600 GRADE B 2 FLANGES 2118• APART BASE FLARES TO 3VIDE EA. SIDE OF FLANGES ri, 1-7118'0 HOLE & 2.318' HOLES TYP. EA. SIDE (4}SDS 25412 3 3 PER DS 3" x 8' ALUM. RAFT. BRACKET 3" x 8" ALUM. HEADER — HEADER BRACKET i7 DRAWN NY: EN OATE.lam1Rm1a TOM CAMPBELL 6 ASSOCIATES, INC. COLUMN LIVE LDAD • 10,2063Dps1 `CMR : DUMLUMPRODUCTS, INC. NPIdO ERl Dt06 SCALE: NOW COYA�AWLANG Ri.7x1ENfY1L 8iRUCfUAK lN6lDelRMO POSTTVPn HOMWIND• SM ALPINB AVE. SACRAMENTO, CSI 25M Nww® BY: RANCHO CUCAMONGA. CA (051) 741-3107 m 1Do 6110 MPH (010)467.7021 FAX403.1519 sWu@d m%mmm SHEET B OF 33 038' R.F. GUTTER FASCIA-ALUM. O Auor 3004-t•13e A 6.5" ROLLFORMED r 7-1 WHERE SPLICE T_T occurs --.. 4" F-1 ALUM. ALLOY 8063 -To O 4" I -BEAM F 3' -�- 042' 6. HEADER BEAM TYPES & A GUTTER EXT, CLIP I GUTTER EXT. CLII ALUM. ALLOY O 6083-T6 4.5" GUTTW — 4' - TOM CAMPBELL & ASSOCIATES, INC. 0 8 G. B b1PM0 ER/ OtBE DATE: 1=12017 COMMERCNL AND RE810ENTW. STRUCTURAL ENOWi<ERWO ~ No.I IQ20a30pot CURALUM PRODUCM, INC. EXP. TYP. HORR. WINO. a2e>f ALPINE AvB. EACRAM[NTO, G ALUM. ALLOY 6063 -TS 7" I -BEAM G 9PUCE WHERE OCCURS rn ALUM. or 6063 -TO MAG. GUTTER MENT SPUCE WHERE OCCURS Ayr TYP. I ALU�MB3-ALLOY OMAG BEAM F� 31113 �R, +—,004r ALUM. ALLOY 3004-N38 OR EQUAL J 2 x 8 RAFTER x.042' .042' ALUM. AuOY 3t104N3B MUM. ALLOY 30)4 WE _T OR EQUAL _T OR EQUAL AUJKALLDY30044M O OR EQUAL o DBL. 3 x 8 BEAM o l3_z_8 BEAM,W/ STL. INSERT ' . _-` DBL. 3 x 8 BEAM W/ DBL. 3 x 8 STL. INSERT 3.00" SQ, (� —..11.0 NaP. " ASTM A653 GRADE 40 OE 3" SQ. STEEL BEAM O MA 2' &a• .032" ALUM. ALLOY 3004-H38 OR EQUAL J 3.0' �. 042' 8.0' ALUM. ALLOY 3004-H36. OR FOUAL O DBL. 2 x 6.5 BEAM 1 3 x 8 BEAM 1 T=12OR14GA 7.8 S' ASTM ABU GRACE 60 6' - 2.876' F-- 3 x 8 BEAM O STEELINSERT 376' T T - 0.12W 8.8 6- ALUM. ALLOY 808}TE 376' �1.7b'—� 7" I -BEAM "C" SPLICE / INSERT DRAWN BY: EX TOM CAMPBELL & ASSOCIATES, INC. L1Y9 LOAD" 8 G. B b1PM0 ER/ OtBE DATE: 1=12017 COMMERCNL AND RE810ENTW. STRUCTURAL ENOWi<ERWO _ TIFJIY TYPEBJ IQ20a30pot CURALUM PRODUCM, INC. 9GLE: NONE HORR. WINO. a2e>f ALPINE AvB. EACRAM[NTO, G Ret/tEEOSY: RANCHO CUCAMONDA, G (011741.2107 OO.IOOa1101tPN (aletbs.Tmt FAx407.tElY d�wtlm.aom mdl SHEETII OF 33 COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS ATTACHED ONLY FOOTING & ANCHOR BOLTS CUBE SQ>: ALUN'T'8lIACJQT WI WII11 FOOTING SIZE SINGLE POSTS EMBED. 1B' Ir SO. 1r BOLTS PO6TTYP8 !CJ). OR! 21' SO. STEEL POST ONLY: 23' 620 CUBED (2}1/1" 0 Sw. ST W/U t+0ITTIPE B C.DA.F H.I OR M 2r SO. USE POST TYPE P, 0, FL J OR K �3}SIB'0 80LTH POR POST TYPE J `�'� (4],IWO (2}N12 SMS EA 24' 28' so. 20' 28' 3r so. 23' I M. POST SIDE OF POST OR r 30. POST uuBL�npt} 28' 3r SO. 2fi' 35' • 30' CUBED 1N' M.B. THROUGH POST Kv+�KgOLwm UAL sTtuL't c�T IRDEPT1iOF 3r 4 12MR'0801T8 WINGERT "0 Bee NOTm MLOW �E 1 L1t MNK oR FOOTING OR 34' FPCOaORNNDRIONsER RASSBOLT POWERS WEDGE- BOL BONAL it MIN. EMBD.ASTM 40' fiD' s0. 39" 42' 64• SO. 41' A3B BOLTS+.OR EQUAL EACH 2X*Ut BDMENTDEPTH :: STEEL BRACKET TO SLAB. MINIMUM DISTANCE TO FOR MNK BOLTI) �; I �., •m EDGE OF SLAB ■ VOR �• PL ( CRACK *1� a • , : ;, VH BTM Asn STEEL D M~�t�' ,� SLAB SHALL BE IN . POURED CONSFR�OM {��' b i I SHB' �. GOOD CONDITION I FOO11N0 DE!' NaB END •'; OF POST .. *.:,..%:; 7s (BTL) 1. OR 3 11T MIN. !� 9� POURED SC�Rp, SEE FTO. FOLU�TEO OR 4' S0. POST (STL) tl- QLUUt CONCRETE SCHEDULE IN BEAM INSERT W � SAPAN TAMU FOOTING SPAN TABLE _ PL.0/8'THK. ` - ENSTING SLAB 7 3' SO. POSTS TO CONC. FOOTING 9 SQUARE POST EMBED. INTO FOOTING 9 ATTACHED ALTERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS CUBE SQ>: SQ Ir DEEP ' CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. 1B' Ir SO. 1r BOLTS 20' 21' SO. 12" 23' 620 CUBED (2}1/1" 0 3114' 22' 2r SO. 18 26' -IV CUBED (4],IWO 3114' 24' 28' so. 20' 28' 3r so. 23' 31' - 34• CUBED (4]•x'0 4' 28' 3r SO. 2fi' 35' • 30' CUBED (0314.0 4 L4' 30' 34' SO. 28• 3r 43' SO. 30' 40' - 4r Q1BED (4),V4'0 4 314' 34' 4r SO. 32 NOTES: BOLTS SHALL BE HllT1 KWIK BOLT TZ STAINLESS STEEL. I.C.C. EVALUATION SERVICE INC., ESR •1817 OR EQUAL 38' St' SO. 34' 38' SS• SO. 3r 40' fiD' s0. 39" 42' 64• SO. 41' 44' or SO. 43' • CUBE FOOTNO WV SLAB NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED NOTES: 1. DO NOT USE ALUM. T BRACKET WITH Us BEAM WANSERT, MAG BEAM. 4- OR r WEAMB. 2. POST TYPE E INSTALL WAS t•TE. rXX'XSX'AT STEEL -r BRACKET. 3. POST TYPE F 00 NOT USE STEEL Ir BRACKET Wir L41EAM. WELDED GTE EL.BABE-PLATE. a FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE & TYPE) (4} 3100 HILTI KWIK BOLTTZ STAINLESS 9•x8'r &r STEEL PER I.C.C. SBR•1E1T OR EQUAL (4 314" EMBEDMENT DEPTHI ALTERNATE FREESTANDING FOOTING TRIBUTARY 80 MPH 100 MPH 110 MPH WIDTH EXB&C EXB&C EX8&C 10 OR LESS 3'-4" SO x 3'-6" SQ x 4'-0" SQ x RE GRANCHOWCMgNGA.CA(0117AI418T aY 18" DEEP 18" DEEP 18" DEEP 28' OR LESS 4'-0" SO x 4'•7' SO x 5'-0" SO x 18 DEEP 180 DEEP 18 DEEP �0 EXP. DRAWN BY. E.N. TOM CAMPBELL 6 ASSOCIATES, INC. COLUMN LNE LOADIPATIO 10.20A30pf A. 8 DURAL UMPRODUCTS.INC. IAPMOER"01YS pATE:t0gIf1012 COMMER=ANOFM 0ENTIALBTRUCTURALENGNEEF11N0 SS SURFACE MOUNT AND �� _ RE GRANCHOWCMgNGA.CA(0117AI418T aY 1t0"PH �7i�R j452 -Mi Ft1612--bl0*a SHEET 10 OF 33 DPTIOW (WOOD, ri 1.011 x BEAM TO -POST CONNECTION DETAILS ABCIA ORD! 3' x 8"x.042" BEAM, 3" SO. STEEL OR SIDE OF r MAG BEAM. i 1101- I ' V-0' 4 - #14 SDS 2'-0' 2.2r w s0. POST 3'-0" ""I=Irj8TOTALILACSIDE OF 3' FASTENER SPACING ■ 314' ALTI114.0 BOLT W1 WASHER GROUP EA SIDE OF r S0. POST OURALUMPRODUCTS.IMM 1(9lS)4f2-7Wj 3. of 3' B0. POST ROLLioRMED OR 00 GUTTER FASCIA 8W ALPINE AM BACRAMMO. CA 955 FAx40}1818 am.s®eu.ar.mm SHEET 13 OF 33 MAG BEAM 3• SO.POST 13 offRUDE@ OU D "E "L" FASTENERS V-0' 4 - #14 SDS 2'-0' 6 - #14 SDS 3'-0" 12-#14SDS FASTENER SPACING ■ 314' 614 x 112' S.M.B. TOP 8 BOTT. (2}TOT. STENER TO FASCIA - SEE TABLE FASTENER TO RAFTER TAILS - SEE TABLE Ra— OPTIONAL LATTICE TUBES ® 90 MPH - USE ROOF PANEL e e L ri FASTENER LIVE LOAD •PATIO COVER B - - - - - - - (4}#14 SDS ® EA SIDE OATfi:tov1it019 IREVISEDGY: o e GROUP 1420830 pd OURALUMPRODUCTS.IMM 1(9lS)4f2-7Wj TOP & BOTT. TOT.w16 ROLLioRMED OR 00 NORM NAND- 80. 1W A 110 MPH 8W ALPINE AM BACRAMMO. CA 955 FAx40}1818 am.s®eu.ar.mm SHEET 13 OF 33 100 & 110 MPH -USE offRUDE@ OU D "E ALUM. BRACKET X (6)#14 SDS @ EA. SIDE #14 S.M.S. @1rO.C. TOP & BOTT. TOT -=214 FASCU 2' 1' •L" SEE TABLE 8 1/2512 -024 X 3" ALUM. OR TEEL POST R c�\ONAL Fin 15 O RAFTER 'TAIL" TO GUTTER 3 so. co It.. BEAM H - BRACKET TO POST ALUM. ALLOY 3106-H25 1.50" 1.50" .28" 2• 2" .0 8" #8 x 2 "SMS, 21/2' 1 112" SO. OR Y_ LATTI I}CE TUBE ®, ALUM. ALLOY 3105-H25 .28° 1 1/r SO., 2'so., OR 2'x3" urnCE ® 3' O.C. MIN. " TO 8'O.C. MAX. I ®. 17 2"x3' LATTICE TUBE LATTICE TUBE TO RAFTER , Ell EXP. 1 fdt _ 81A v A/d• T=I[ Qr'RF1NC (4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4' TEK SCREWS BRACKET TO BEAM 18 °U" BRACKET - RAFTER TO BEAM , DRAWN BY: EX TOM CAMPBELL & A88OC1ATES, INC. LIVE LOAD •PATIO COVER B - - - - - - - LAP►10 8181010E OATfi:tov1it019 IREVISEDGY: tOtALIpAC1AL AND �Br.DE/rf1Al8TRUCTIIAAL EHOLRtsoma BFAM-TOPOST ATTACHMENT 1420830 pd OURALUMPRODUCTS.IMM 1(9lS)4f2-7Wj SCALE: NONE RANCHOOr—AMOHDA CA (881)741,2/01 NORM NAND- 80. 1W A 110 MPH 8W ALPINE AM BACRAMMO. CA 955 FAx40}1818 am.s®eu.ar.mm SHEET 13 OF 33 SPLICE DETAILS 11 _ BEAM TO POST DETAILS _ 12 SIMPLE SPLICE FULL MOMENT � I ► 010 S.M.5. Is TYP. THICKNESS = .0 (24 TOT S. 11 „ a.38, TYP. THICKN�.98 r.035- n + ii + + ++ + + + + ++ ALUM. ALLOY 3004-H38 ALUM. ALLOY 3004-H38 OR 6063-75 FOR EXTRUDED OR 6063 -TS FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPTAT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTE IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPUCE (ONE SIDE OF WEB) Y BE USED. I-- 3"------1 � i SPUCE WVGME ---;� 4" o� II� TYP'.' lel ALU�}� ALLOY 4" I•BEAM TOTAL■ (8}1x!'0 BOLTS (2)#10 S.M.B.® EA. AT &•COLUMNS VALLEY.TYP. TO BRACKET -- 1.0(r 0 2.110' 0 0 0 0 1 =13 sp sm B NOTCH 1 -BEAM FLANGE I•BEAM ALUM ALLOY AS NEEDED TO CLEAR (6011.78) ALTERNATE I SQ, POST,CONNECT WEB MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WH OCCu► ALUM. ALLOY 6063.71 7",I -BEAM MOMENT CSPLICE .03131/13 ROOF PANEL 012 METAL BACKED, NEOPRENE WAVERED TEK SCREWS 0 8' O.C. MAX STAGGER IN BEAM FLANGE I 1 �_,1G7'AL'UM.'PBM.OR /1 rW ALUM. T BM. AT T I.BEAM:-� ADD 'C' SPLICE X 18' LONG (2)#10 S.M.B.® EA. AT &•COLUMNS VALLEY.TYP. TO BRACKET -- W -- SECURE TO 4SEAM =13 sp sm B NOTCH 1 -BEAM FLANGE I•BEAM ALUM ALLOY AS NEEDED TO CLEAR (6011.78) ALTERNATE I SQ, POST,CONNECT WEB STL. C•BEAM TO POST WI (2) - 6/8' 0 AL �`� SO. POST ®�� 5OLTS 0 THRU BO TS Y BEAM TO POST CONN. .03131/13 ROOF PANEL 012 METAL BACKED, NEOPRENE WAVERED TEK SCREWS 0 8' O.C. MAX STAGGER IN BEAM FLANGE I 1 �_,1G7'AL'UM.'PBM.OR /1 rW ALUM. T BM. AT T I.BEAM:-� ADD 'C' SPLICE X 18' LONG (,}1/1'0 M B. BEAM AT &•COLUMNS TO BRACKET (CENTER AT COLUMN). FLIPMovoolls SECURE TO 4SEAM COWIl�IALANDFtasc nuEFRUCTURALENGINEER1NO sp sm B W/ 0.014 TEK SCREWS OURALUMPRODUCTS,INC. 112o0AlFINEAVE 6ACliAMSNTO.GiSS78 EQUALLY SPACED• REAS �� RANCHOCUCAMONUCA(Y61)74171W 1' FROM ENDS, 001�� 110�hWH 2.318'0 M.B. THRU SIL. T SHEET 12 OF 33 BRACKET TO POST. POST, SEE SCHEDULE ALTERNATE BEAM TO POST CONN. ORAwN BY: EN. TOM CAMPBELL 8 AS90CIATEB, INC. LIVE LOAD ■ 9 0. FLIPMovoolls OA Ti ►oy Wi COWIl�IALANDFtasc nuEFRUCTURALENGINEER1NO sp sm B 1o20a]Opd OURALUMPRODUCTS,INC. 112o0AlFINEAVE 6ACliAMSNTO.GiSS78 REAS �� RANCHOCUCAMONUCA(Y61)74171W 001�� 110�hWH (SIS)4a2•T@1 FAX4WISID .v SHEET 12 OF 33 I - 10# L.L. r 100 MPH - ATTACHED OPEN LATTICE COVERS 12' OR LESS EXP_ R R c I 10# L.L. 100 MPH - FREESTANDING OPEN LATTICE COVERS 12' OR LESS EXP. B & C I 51 DRAWN BY: &N• GATS+aolmu 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 15'•7" 31 H OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT 10'-8' 10'-9" 28 23'-2' 35 32' 8' 38 J RANd1000GMONG4,u(07gT�+210T wallow" , 5 sMAX -COL MAXPOST MIN. MAX.POST 15'-T 33 J MAX.PMIN. SPACING 9AXPOS MIN. MAXPOST. - MIN. MNCPOST 10'-8' 0'-9' 30 H SPACING SPACING FTG. POST FTG. SPACING FTG. PORT FTG. FOR DBL FOR 3'x8' �G' POST FTG. (SPACING FTG. POST FTC. TIC. POST FG• POST ON SLAB* (SPAN) (IN.). TYPE (IN.) (SPAN) (IN.) TYPE (IN.) SPAN) (I (IN-) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) ) TYPE LIN •) TYPE 20'-4' 34 J 5 " 13 -7'-3' B 19 15'-7' B 22 .10'-8" 10'-9' B 18 23'-2' 25 32'-8' B 0'-4' 36 28 C S , 7 9'-2" 27 G 13'-3' 21 15'-7' B 24 10'•6' 1 '-9' 9'-3' 9'-8"9�� 21 23'-2' 27 2'-e' B 2 28 29'-19'-10' 30 13'-3' I 6' 11'-4" B 2022 14'1 25 B 2022 20'�0�� 2931 EC6, G 12'-0' 28 �. 1T-1' 32 1 -3- B 9--0. 8'•7. 9,_1. '-1' 1 C 2 28 2T-87'-8" 31 I 7'-8` e'-2• . 28 G T-1' 34 J 5'•10 38 K 24'-4' 35 J B 222 13.313'-0' 2 B 2 18 2 E 7' 18'-1' 31 I 9' -2' -8" 30 B 25 8'-7" T-$' 8'-2' 31 H 22 w_o- g 26 25'-1 ' C 32 4'-4' 38 23'-2' 35 8 " B 21 12'-4' 24 B 21 1 T-1' 30 F 8'_2• 30 -9• j'-0* 23 12'-4' B 28 7'-8' 8'•2' 7'-3' T-9' '-9' 22 7'•1' 29 5'-10 27 24'-4" 33 E"22 8'-0" 28 9 7 -7.8• B 11'-8' 24 B 2118'-1' 31 8'-0' 30 H 10'-2' '-2' 24 11'-8' B 26 7'-3" 8'-8' T-4' '�' 23 18'-1"C 28 4' C 2730 23' 2•'-2" T-7" 29 3310` 9'•9' 29 G 8'-0' 8'-5' 2 8'-9' B 10' 910'-9' 2 28 B 2123 15'-35�-3" 313410, 9'•9' 31 H 8'-0' 8'- 31 H 3'-8' 32 ( 4 B 12 8'-8' 6-5' 8'-9' T-4" 'r{' 30 G 2830 21.21'•3' 30 G b'-8' 8'-2'-2� 30 - 3 H 13' 11' 6'-2" B 2 25 10, 210'-2' 2527 B 2123 4 3134 F12' 2'-10' 32 . 1 -0' 8-5. 8�•9" 8'-0' 4'-7' C 2830 20 S'-8" B 225 W ON9'•9'B 227 22 -03�- 3 F:j 7• C 8'-0"8'-b' 8'-5"B 5'-8' 6'-2' 4 C 204" E 2831 18 9,�" 3513' 5'-2" B 2325 9'5* 2528 B 22 12'-1 '-10' 3 3b F 13' -" 9'-5" B S-8' 8,_2. I 10# L.L. 100 MPH - FREESTANDING OPEN LATTICE COVERS 12' OR LESS EXP. B & C I 51 DRAWN BY: &N• GATS+aolmu 10'-3" 28 COVER SYSMIA AS M ' OURALUM PRODUCTS• PA INC. 15'•7" 31 H COMMERCIAL AND FMSMG14TIAt. STRUCTURAL vow. 10'-8' 10'-9" 28 23'-2' 35 32' 8' 38 J RANd1000GMONG4,u(07gT�+210T wallow" , 5 SHEET 27 OF 33 0'-3` 30 G 15'-T 33 J 10'-8' 0'-9' 30 H 3'-2' 37 '-8• 41 K 61 29'-10' 37 J 9'•8" 28 G 14'-3' 31 H 9'-3' 9'-9' 28 '-9' G 20'-4' 34 J 6- '-8' 29 14'-3" 33 J 9'-3' 30 0'-4' 36 9'-10" 40 K 2T-8' 38 J 7 9'-2" 27 G 13'-3' 30 ZZ -32 8'-T 9'-1" 27 '-1' G 19'-0' 33 J , -2" 29 13'-3' I 8'-T 29 9'-0" 35 7'•8' 39 K 25'-1 " 36 J 6, 81•9' 27 '•9" G 12'-0' 28 T-8' 8=Y 28 1T-1' 32 1 6. 29 2'-4" 31 I 7'-8` e'-2• . 28 G T-1' 34 J 5'•10 38 K 24'-4' 35 J 9, 81-6" 28 G 11'-8' 29 G T-3' 7'-9' 27 G 18'-1' 31 I 9' -8" 30 11'-8' 31 H T-3' -9" 29 18 =1' 34 J 4'-4' 38 23'-2' 35 10 8'-2" 2B G 10' 9' 28 8'-8" T-4' 28 G 15'•3' 31 H 10 , 8'_2• 30 10'-9' 30 H 8'-e' �' 30 15'-3" 33 I 3'-2• 37 34 11' 8'-0" 28 G 10'-2' 29 G 8'-5' 8'-9' 29 G - 31 H 11' 8'-0' 30 H 10'-2' 30 H 8'-5' 8'-9' 30 H 4'-7' 33 1 1'-3• 3e ..1 T-7" 29 9'•9' 29 G 8'-0' 8'-5' 2 30 H , 12 -T 31 H 9'•9' 31 H 8'-0' 8'- 31 H 3'-8' 32 ( 20' 4' 38 J 19' 9--8" 33 35 12 13' T-4" 'r{' 30 G 9'_5. 30 G b'-8' 8'-2'-2� 30 - 3 H 13' 2 1 g'•5' 2 I 5'-8' 2'-10' 32 . 1 WO nForwo eHowN REPRESENra �ENarH of THE W1xIANld COLUYN SPACING ON EXIaTiNO FooTNOTe: snMP�• FJ1CH 810! ATS DEPTH OF CUBED FOOTWO WITHOUT SLAB. THE SMAIJ !R OF 7ftc MAXIMUM BPACWO 8HWHERE SLABOCCURS,CUBEDFOOTING82ECOLUMN OR THE MAXIMUM POET SPACINO.INDICATES EXPOSURE B_MAY BE REDUCED a' EACH 610E FOR FREESTANDING ONLY. SELECTED BEAM.BEBALTERNATE FOOTING TABES flQURE WDICATlB EXPOSURE C SHT. +0 FOR AITACHEO a FREEBTAHOING COVERS i ~WHERE ONLY ONE FIGURE. SHOWN WDICATE9 EXP. B a C. DRAWN BY: &N• GATS+aolmu — TOM CAMPBELL a ASSOCIATES, WC ' ��0°G TADSQjaao r+"1 COVER SYSMIA AS M ' OURALUM PRODUCTS• PA INC. IAPMO ERY 0106 gam!; NOW COMMERCIAL AND FMSMG14TIAt. STRUCTURAL vow. BiEO ALPINE AVE. BACRAMaNTG. G W@B REVISED By RANd1000GMONG4,u(07gT�+210T wallow" 016)461-T02+FAX401IRIOsa eftni — SHEET 27 OF 33 90 MPH - 119' nQ I Ice iii�i•:a,r*Asn■IYN(�:a�:�a�.-ir_�►inn.�ict�»a.�■�_a■■at��(ri�ia:f. ��■■)ca■�x�■•�_�r�:*:;■■_ 5' 3" SO. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.Yx8.5"x.032" BEAM 3"x8" BEAM WINSERT DBL. 3"x8" BEAM cr 30 G OR 3"x8'BEAM EACH w/ A 3"x8" STL. INSERT Mg 33 MAXCOL SPACING MAXPOST MAX.POST MAXPOST POST MIN. MAX POST MIN. MIN. MIN. IG SPAGNG F7G, MIN. MIN, SPACING SPACING MAXPOST FTG.SPACING FTG. FTGFTG. SPACING FTG. �• FTC; 12 ON 9LAEI r (SPAM POST POST FOR DBL FOR 3' x B' POST POST SPACING POST FTG• POST (IN.) TYPE ON-) (SPAN) (IN.) TYPE (IN) rA.B X.mr BEAM ON.). TYPE (IN.) (SPIN) )IN.) TYPE ON.) (SPAN) ON.) TYPE O'N) TYPE 28 5' 13'-7" ,-3" B 1819 15 3-2' 35 101-8.10'-8' 10'-910,-9' B 2 B 1 231-23'-2' 8 2 25 321-02, 14'$' 2 20'-4" 32 ( 29-1 ' 35 8 , B 15'-7" 14'-3' 22 B 2123 91-3" 91-9.9 " 9'•3" =9' 28 G 8'-7' 9'-1' 28 20 0'4' 35 J B 9'-10 37 `� 28 C 5' 6' 11'-4" 9 $" " 1 20 141-014 ,-" B 1 20 201.40 B 2 26 29'-19.10 27 E 8' e' -T -1' 27 G 7'-8" 8'•2' 25 '-2" -8 B 3 9 3 9 B 2123 8'-7' 9,-1• '-1" 86 -4 12-4' 28 G 1T-1" 30 25'-1 34 J 29 7' 9,-8r 91-2' '-2' 19 13'-313'-3' B 1 191 C 2 271$"'$' 2 E 7' 28rr_ G 11' 8' B 1 24'-4" 33 J 81-7" B X24 71$• 81-2• 21 9'-0" 27 26 29 36 8'-1' 32 1 8' 8--6- 8 -9"8,-9' 31- 2 t21-412'-4 8 1 17,17'-1" C 2 25-15 2830 F 80 -2' 28 B 21 29 7'$" 22 7'-3' 7'•9' B 21 3'-2" 35 27 =10 11 27 '.p• G 10'•2' 9 7 -7 8'-6' .-8• 20 11'-8' B 20 16'-1" C 25 24'-4" 29 F 6'•5' 28 8'-0" 8'-5' 28 G 14'-7' 31 H B 22 11'-8" 24 7'-3" -9" 8 2325 61-8" TA' 28 G 21 18'-1" 28 G -8 28 G 27 4' 12' 31 -7" 29 10' 6'-9" 8'.2- 2122 101-810'-9' B 2 151 C 2 3-23'-2" 2 F 10' 28 9'-5' g'-2' B 19'-8' 31 I 13 , 6'-8" -4' 81-5. 61.8• '-9" 22 15'-3" 9'-5' 28 5$" 6'-2' 32 2'-10' 30 H 11' 6'-2" 8'-0.8,-0- 2123 101.210'-2" B 2022 E 228 2 2932F 11' B 8'-5" 8, " 61•S1 tC 4'-7" 1'-3' Z' 5'-8' -TT-r 2123 g'-'8'-9" B 3 E -28 220'-4" .40 01 3 F 12' 6'-0' 6'-b" 51-8" 81-2.8'-2" 22 13'-0" 27 13' 5'-Y 7'-4 "g 2124 9 5' B 2122 1 - E 2 191 3 F 13' 9'-5" 5'-8' 2 =10' 28 9,$' 33 iii�i•:a,r*Asn■IYN(�:a�:�a�.-ir_�►inn.�ict�»a.�■�_a■■at��(ri�ia:f. ��■■)ca■�x�■•�_�r�:*:;■■_ 5' 10'-3' 27 G 15'-7' 30 G 10'$' 10'-9' 27 F 23'•2' 33 J 32'-8' 38 J 5, 28 15'-7' 32 I 10'-8" 10'-9' 29 G 9'-3' 9'-9' 26 3-2' 35 '-8" 38 K 8 9'-8" 26 '-8' G 14'$' 29 20'-4" 32 ( 29-1 ' 35 8 , 28 14'-3' 31 H 9'•3" =9' 28 G 8'-7' 9'-1' 28 0'4' 35 J 9'-10 37 `� 7 9'-2' 28 '-2' G 13'-3" 28 19'-0' 31 H 27'-8" 34 J 7 , 27 13'-3' 30 H e' -T -1' 27 G 7'-8" 8'•2' 25 '-2" 9'-W 33 J 7 -8' 37 86 8'•9' 25 '-9' G 12-4' 28 G 1T-1" 30 25'-1 34 J 8 , 27 12'-4 36 T$' 27 G 7'-3' 7'-9' 28 7'-1' 32 I s'-10 36 28rr_ G 11' 8' 27 G 18'-1' 30 H 24'-4" 33 J $ 27 1 v -r 29 7'-3" -9' 27 G 8'$' 7'-4" 2e G 8'-1' 32 1 4' 35 10 28 G 10'-9' 27 G 15'-3' 29 G 23'-2" 33 J 10 , -2' 28 10'-8` 29 8'-e" -4' 28 8'-5' 8'•9' 27 '-9' G 15'-3" 31 I 3'-2" 35 11 27 '.p• G 10'•2' 27 G 14 - 29 G - 32 1 11 , 29 10'-Y Z9 6'•5' 28 8'-0" 8'-5' 28 G 14'-7' 31 H 21'-3' 34 J 12 28 G 9'-�J" 28 G -8 28 G 2 -4' 32 1 12' -7" 29 9'-9' 29 6'-0' 8'-5" 29 5'$' 8'-2' 8 13'$' 30 H 0'-4' 34 J 13 28 9'-5' 28 1 '-1 28 G 19'-8' 31 I 13 , �S" 30 G 9'-5' 30 H 5$" 6'-2' 2'-10' 30 H 33 J FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE NO DEPTH OF CUBED FOOT NIG WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTWO 80 MAY BE REDUCED S' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES 8HT.10 FOR ATTACHED S FRMEBTA NDIN0 COVERS " THE WXGMUM COLUMN SPACING'. ON EXISTING THE SMALLER OF THE MWMUM SPACING SHO COLUMN OR THE MAXIMUM POST SPAGIIG 8HI SELECTED BEAM. FOOTNOTE: 'SAMPLE' INDICATES EXPOSURE B-•r.��+}� FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES BXP. B A C.