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13-0089 (PAT)'P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 13000 000891 Property Address: .81541 RUSTIC CANYON DR APN: 764-280-999-53 -300236- Application description: PATIO COVER - RESIDENTIAL Property Zoning: MEDIUM HIGH DENSITY RES Application valuation: 3232 ' Appl'cant: L Architect o Engineer: VOICE (760) 777-7012 FAX (760) 777-7011 BUILDING & SAFETY DEPARTMENT. e f - INSPECTIONS (760) 777-7153 BUILDING PERMIT f LICENSED CONTRACTOR'S DECLARATION - I hereby affirm under penalty of perjury that) am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Prqlassiqnals Code, and my License is in full force and effect. _ License, ass: 33 C51 Lice No.: 855623 -Date:,// Contractor:, OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 1• _ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she didnotbuild or improve for the purpose of sale.). 1 _ 1 .I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , B.&P.C. for this reason ` r Date:• . Owner: CONSTRUCTION LENDING AGENCY 1 hereby, affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQPERMIT Owner: DARYL ORMONDE 81541 RUSTIC CANYON LA'QUINTA, CA 92253 Contractor: GOLD STAR CSTM PTG L 42335 WASHINGTON ST PALM DESERT, CA 9221 (760)574-1043 Lic_ No.: 855623 Date: 1/29/13 ----------------------------------------------- WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of, the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier PREFERRED EMPLR Policy Number WKN1438262 + _ 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' compensationlaws of California, and agree that, if I should bec a subject to the workers' compensation provisions of Section .7y00 of the Labor Cod I t;Itwi mply with those provisions. 'Date: '/ Applicant: 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 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 c nstruction, and hereby authorize representatives of this cou ty to enter upon the above-mentioned property fo inspection purposes. Data. I �a ';'_Signature (Applicant. or Agentl: " Application Number . . . . 13-00000089 Permit PATIO COVER PERMIT Additional desc . Permit, Fee 63.00 Plan Check Fee 40.95 Issue Date . . . . Valuation 3232 Expiration Date 7/28/13 Qty • Unit Charge Per Extension BASE FEE 45.00 2.00 9.'0000 THOU 'BLDG 2,001-25,000 18.00 ---------------------------------------------------------------------------- Special Notes and Comments ALUMAWOOD PATIO COVER IN REAR PROPERTY OF HOUSE 10'X26'7". 2009 IBC, 2009 IRC, 2010 CB&RC APPROVED PLANS. ------------------------------ Other Fees . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 Fee summary Charged Paid Credited Due Permit Fee Total 63.,•00 .00 .00 63.00 Plan Check Total 4.0.95 .00 .00 40.95 Other Fee Total 1.00. .00 .00 1.00 Grand Total 104.95. .00 .00 104.95 LQPEPMIT - sin.# Cit)/ Of La QUinta -.8ullcring U Safety Division P.O. Box 1504,78-495 Calle Tampico P.Quinta, CA 92253- (760) 777-7012 Building Permit'Application and Tracking Sheet Permit # 3 ' Project Address:' Owner's Name:. A P. Number. Address:I Description: Le al//i % �, n- 2• gity. ST, Zip: I ->dl �IGtt +✓� t�} vu t Contractor. n ((1 Teleph Address:3 S S eDescription: City, ST, Zip: Telephane:7&6 �7t( a �! . . State Lic. #: S3�p City Lic. ? Arch., Engr., Designer Address: City., ST, Zip: Telephoner N Construction Type: . Occupancy: State Lic. #: ^�� ., y�>,. '::. • „ %r»� ;• . ,r Project type (circle on New Add'n Alter Repair Demo Name of Contact Person: Sq. Ft.: 28 # Stories: # TJnits: Telephone # of Contact Person: Estimated Value of Project APPLICANT: DO NOT WRITE BELOW THIS UNE # Submittal Req'd ' Rec'd TRACMG PERMIT FEES Plan Sets Plan Check submitted teem Amount Structural Cafes. Reviewed, ready for correctious Plan Chcck Deposit. . Truss C21cs. Called Contact Person Pian Check Balance Title 24 Cafe's. Plans picked up Construction' Flood plain plan Plans resubmitted Mechanical Grading plan 2•' Review, ready for correctionstiissue Electrical . Subeontactor List Called Contact Person Plumbing Grant Deed Pians picked up SALL ILOA. Approval Plans resubmitted Grading IN HOUSE:- '^' Rcview, ready for correctionstissue Developer Impact Fee Planning Approval. Called Contact Person A.I.P.P. Pub. Wks. Appr - Date of permit issue School Fees Total Permit Fees January 16, 2013 Derrel Ormonde Deborah Ormonde 81541 Rustic Canyon Dr La Quinta, CA 92253 Property: 81541 Rustic Canyon Dr Account: 015000021079 Dear Derrel Ormonde: This shall confirm receipt of a Design Review submission, received on 01/16/2013, for the above referenced address for installation of an attached patio cover. Please be advised tzat the application and plans have been forwarded to the Association's Design Review Committee for review. The governing documents for your Association allow forty five (45) days for review. 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. You are encouraged to contact the governmental agencies involved to ensure your plans comply with these codes. Thank you for your patience in this matter and for complying with the Association's policies and standards. Sincerely, For the Design Review Committee C�rnc �erncn�%z Mirna Hernandez Manager Assistant cc: Board of Directors Trilogy at La Quinta Maintenance Assoc. Professionally Managed by Action Property Mcnvagement, Inc. 60-750 Trilogy Parkway, LaQuinta, CA 92253-7717 Phone: 760-777-6059 Fax: (760) 564-2474 www.actionlife.com N Derrel Ormonde Deborah Ormonde 81541 Rustic Canyon Dr La Quinta, CA 92253 Property: 81541 Rustic Canyon Dr Account: 015000021079 CONDITIONAL APPROVAL Dear Derrel Ormonde: We are pleased to inform you that your plans for installation of an attached patio cover, received on 01/16/2013, 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. Fb-the,DesiddReview Committee Barry Ste�tt, CCAM, CMCA, AMS General anaRer 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) 564-2474 www.actionlife.com TRILOGY AT LA QUINTA CONDITIONS OF APPROVAL H.O.: Ur1)_0n k__C_. Property Address: � � � � G� Date Reviewed: Conditions Your plans have been approved, prox-ided tl►at you meet die items checked below and all work is consistent with the of Approval Design Guidelines. 1 The patio cover material must be Alumna wood or other similar wood like construction. Roofing materials shall match the roof material ol' die dwelling or be open wood lattice 2 The color of die patio cover matches die lionie's stucco, accent, fascia or wlitte. / Any patio cover or awning to be installed and attached to die hone must be installed in such a maturer dial it t/ 3 does not compromise the in(eg y of the water permeability of die hone. Due to the patio covers size it must be constructed wide Variable heights or must be constructed in two sections 4 with a separation in between 5 The size of the patio cover is limited to die size of die proposed patio slab. The proposed retractable awning may not be a striped awning. It must be a neutral color that blends with die 6 home. Please submit a sample of die fabric. 7 Obtain services of a state licensed professional for consultation. Obtain necessary building permits from die city of La Quiuta, n iecting setback requirements per city code and $ maintain the existing drainage. 9 Maintain positive drainage, in accordance with the Trilogy Design Guideliaes (Section 3.13). 16 `rlie screen door -must be die color of die house stucco or be black. 11 un< ertrrouu c rauiage is nista e< , he drain needs to ter intuate in the grass swa e and e Hush i wi i ie Cur an capped with a pop -up drain cover. Pool, spa, fountain, and air coinditioui►ng equipriient set backs must comply with City of La Quintta codes. All 12 equipnreut shall be located, screened, or recessed in a manner so as to not be viewable from any lot or street and die noise from the equipment attenuated for tic adjacent property ownners. Pmol set backs are (i" for liardscape and 18" lot- water lirtc. 13 The color of die proposed concrete is natural or a neutral tone. Rea- yard may riot exceed 70916 hardscape and must have a minimum of 30% sofisripe, measured from die rear 14 building face of wall to the side property lilies. Proposed planting meets wide die Trilogy. Rear Yard Mi.nimuni Planting Requirements standards and all plants 45 are included on die Revised Approved Plant List contained in die Design Guidelines. The proposed wall or iron work to match die existing developer retaining wall in material', style and color or sliall 16 lie die Frazee Paint color specified in die guidelines. Replace block wall per- Shfca Homes standard block wall specification, if removing any portion oblock wall to 17 gain access to rear or side yard (requires inspection of rebar:before cap is installed). 18 Refer to. Cxlitbit "F int die Design Guidelines. (Block Wall Design). X 19 When work is completed, please submit Notice of Completion form attached. 20 Make sure rear yard property line plus (markers) remain during construction (applies to golf course lots only) 21 All contractors must meet die Association representative prior to commencing construction. 22 Resubmit showing drainage flow/phis. 23 See notes on plans (if any) 24 jAn independent irrigation controller must be used for die rear yard, it cannot be tied into die front yard_ Notes HAA'SOCIATIONSITriloov at La OufnialARCHiTECTURAUORC Foort %road aim of AO oval STREET 1 T , CAS ITA r STREET 1 T , CAS ITA �g\ONAL F \9AY Cq?'G� LENGTH OF STRUCTURE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. FOGING WHERE REQUIRED. SEE SCHED. FOR FOOTING CUBE SIZE OPEN LATTICE -TYPE PATIO COVER NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SCALE: NTS MAYBE COVERED. TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE RAFTE SEETABLE F R 91ZE AND SPACING . LENGTH OF STRUCTURE VARIES NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY PULT COVERED. SEE POST h LENGTH OF STRUCTURE VARIES - POST WITH SIDE PLATES S Ft yPqC. SEE DETAIL SIF "'G TOYCONS ANN NOTE: EACH COMPONENT IS INTER- q, 3 IFP SLAB ATTACHMENT WNERE CHANGEABLE WITH ANY OTHER sFF7 t19� PERM TTED.D COMPONTENT UNLESS OTHERWISE SHOWN. SEE SCHEDULE COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED. NOTE: EACH COMPONENT IS INTER- FOR FOOTING CUBE SIZE TYPE "F" ATTACHED MULTISPAN affEO. ICE STRUCTURE CHANGEABLE WITH ANY OTHER SCHEDULE SCHEDULE EE OPEN LATTICE -TYPE PATIO COVER NOTE: THIS OPEN LATTICE -TYPE STRUCTURE COMPONTENT UNLESS OTHERWISE SHOWN. �F MAY NOT BE COVERED. MAX. PROJ. SEE SCHED. FOR FOOTING CUBE SIZE SEE SCHEDULE /a TYPE "G' FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE REIMS LENGTH OF STRUCTURE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. FOGING WHERE REQUIRED. SEE SCHED. FOR FOOTING CUBE SIZE OPEN LATTICE -TYPE PATIO COVER NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SCALE: NTS MAYBE COVERED. TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE RAFTE SEETABLE F R 91ZE AND SPACING . LENGTH OF STRUCTURE VARIES NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY PULT COVERED. SEE POST h LENGTH OF STRUCTURE VARIES - POST WITH SIDE PLATES S Ft yPqC. SEE DETAIL SIF "'G TOYCONS ANN NOTE: EACH COMPONENT IS INTER- q, 3 IFP SLAB ATTACHMENT WNERE CHANGEABLE WITH ANY OTHER sFF7 t19� PERM TTED.D COMPONTENT UNLESS OTHERWISE SHOWN. SEE SCHEDULE COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED. NOTE: EACH COMPONENT IS INTER- FOR FOOTING CUBE SIZE TYPE "F" ATTACHED MULTISPAN affEO. ICE STRUCTURE CHANGEABLE WITH ANY OTHER SCHEDULE SCHEDULE EE OPEN LATTICE -TYPE PATIO COVER NOTE: THIS OPEN LATTICE -TYPE STRUCTURE COMPONTENT UNLESS OTHERWISE SHOWN. �F MAY NOT BE COVERED. MAX. PROJ. SEE SCHED. FOR FOOTING CUBE SIZE SEE SCHEDULE /a LENGTH OF STRUCTURE VARIES 3 +/C SLAB i, occ — I FF NOTE: EACH COMPONENT IS INTER- TOYCONS ANN C� I I CHANGEABLE WITH ANY OTHER eFF t+F4c FOOTING, SEE SCHEDULE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO I 3 +/C sue CONSTRAIN COMPONTENT UNLESS OTHERWISE SHOWN. JLOAD DURALUM PRODUCTS, INC. NOTE: EACH COMPONENT IS INTER- TO SCALE: NONE REVISED 9Y: RANCHO CUCAMONGA, CA (951)741.2107 CHANGEABLE WITH ANY OTHER SCHEDULE SCHEDULE EE OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. �F SCALE; NTS SEE SCHED. FOR FOOTING CUBE SIZE FOOTING WHERE O TING SEE 6CHED. FOR FOFOIRED OTING CUBE SIZE TYPE "G' FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCUITES, INC. LIVE = PATIO COVER SYSTEM AS MFG. BY: IAPMO ERp 0+95 PATE: 61512014 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO I OPEN LATTICE t0, 20 630 pet JLOAD DURALUM PRODUCTS, INC. SCALE: NONE REVISED 9Y: RANCHO CUCAMONGA, CA (951)741.2107 STRUCTURES HORIZ WIND = 90,+006110 MPH 9269 ALPINE AVE., SACRAMENTO, CA 9SB29 19191452.7921 FAX403.1519 aaka@dlnehmoTm SHEET30F33 * SEE SHTAS FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 6 1/2' SIDE PLATES. SOLID PANEL TYPES i ATTACHMENT CHANNEL LFNG ATTACHMENT CHANNEL ALUMINUM SEE DETAIL MIOSIS �FSTRUC ALUMINUM SEE DETAILS ROOF SEE SCHEDUEE 7�z n1FPRgjE FLEQ �` ROOFRkes SEE SCHEDULE MIN. 0.25' SLOPE PER FT. FOR SPANS -� C7)ON �N FOR SPANS --� 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE ---- POSOPTIONAL: CANTILEVER +► SO. POSTS, SIZE VARIES SEFSCMgC/NO SEE SCHEDULE FOR \FOIIIa.f) POST SPACING 3 112* SLAB ATTA HMENT ALTERNATE: \� MAY BE USED SINGLE POST WHERE PERMITTED. SEE SCHEDULE SEE SCHEDULE MAX. HT.- 17 NOTE: NO OST AND A SPLICE E DBA SIS FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER OPTION ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 'O.H.' NOT TO EXCEED 25% OF SPAN Vel�\\O:N • _ gm.y� w 1 C M2 i 'O.H.' NOT TO EXCEED 25% DRAWN BY: E.N. .\ OF SPAN SST 8PgC/ SD. POSTS, SIZE VARIES FF SCMFO�IV 3 SEEI SCHEDULE FOR BEAM SEE DETAIL FOR SPLICE )PTI NAL: CANT EVER e SEE S DATE:615n012 SCALE: NONE POST SPACIN POST PACIpG OPTIO : CANTILEVER +k SQ. POSTS, SIZE VARIES SEF SC MFOU�S SEE SCHEDULE FOR REVISED BY: ALTERNATE: 3 112' SLAB SINGLE POST PO SPACING SP MAYBE USED SEE SCHEDULE O•M, 3 1/2' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE ?596 OF._ TO CONSTRAIN NOTE O SPLICE THIS SCHEDULE AN FOOTING, SEE ATTACHMENT ALTERNATE: SCHEDULE MAY BE USED SINGLE POST FOOTING WHERE REQUIRED WHERE PERMITTED. SEE SCHEDULE SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE 112 x 9' STEEL ROD NOTE. O SPLICE AT THIS MAX. HT.= 17 NOTE: EACH COMPONENT IS INTER. CHANGEABLE WITH ANY OTHER POST AND AT END BAY FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. SEE SCHEDULE COMPONTENT UNLESS OTHERWISE SHOWN. FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "B" ATTACHED MULTISPAN W/CANTILEVER OPTION ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS MIN. 0.25' SLOPE PER FT, 'O.H.' NOT TO EXCEED 26% OF SPAN' SEE DETAIL FOR SPLICE DRAWN BY: E.N. J SST 8PgC/ SD. POSTS, SIZE VARIES FF SCMFO�IV 3 SEEI SCHEDULE FOR BEAM SEE DETAIL FOR SPLICE POST SFF scil, )PTI NAL: CANT EVER e SEE S DATE:615n012 SCALE: NONE POST SPACIN SO. POSTS, SIZE VARIES N S ST SPACING OURALUM PRODUCTS, INC. O,N REVISED BY: ALTERNATE: 3 112' SLAB SINGLE POST 8 OPSP ` ALTERNATE: SP MAYBE USED SEE SCHEDULE 3 1/2' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE NOTE O SPLICE AT THIS POST DAT END BAYS. TO CONSTRAIN NOTE O SPLICE THIS SCHEDULE FOOTING, SEE POST D AT END BOYS. SCHEDULE FOOTING WHERE REQUIRED FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE 112 x 9' STEEL ROD NOTE: EACH COMPONENT IS INTER- 112 x 9' STEEL ROD NOTE: EACH COMPONENT IS INTER. CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPF "n" FRFFSTAhJnIMC: MI 11 TIQDAKI 1A/!r-Akhil I=1lE!0 .,rl-rl^Li DRAWN BY: E.N. TOM CAMPBELL 6 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO ERp 0195 DATE:615n012 SCALE: NONE COMMERCUd. AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL STRUCTURES 10, 20 830 pal OURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONOA CA (951) 711.2107 HORIZ. WIND - 90, 100 6 110 MPH 8299 ALPINE AVE., SACRAMENTO, CA 95928 SHEET 2 OF 33 (g1S) 452.7021 FAX 403.1519 sslm@dumIum.00m CRAFTER--SPANS-FOR-OPEN- _ ...- OMN 2" 8.5" C 2: a F 842' _ ALUM.ALLOY 3004436 ~ No. C 7948 OR EQUAL 0 31113 .Q' * SEE NOTE BELOW i 2 X 6 1/2' RAFTER = L.L.= 'T''w c 90 MPH 100 MPH 110 MPH (PSF) (IN.) o gyp, g EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) m 16" 12'-2" 12'-2" 12'-2" 11'-10' 11'-10" 11'5' 11 .024 .024 24" 9'-11' 9'-11" T-11" 9'-8" 9'-8' 9'3" 2 16" 16'-3' 18'3" 16'3" 15'-9' 15'-9' 15'-2" 11 10 .032 10 .032 24' 13'3' 13'-3' 13'-3" 12'-10' 12'-10' 12'-5' .2 .042 16' 21'-4' 21'-4' 21'-4" 20'-8' 20'-6' 19'-11' 042 11 24' 17'-5" 17'-5' 17'-5" 16'-10" 16'-10" 16'-3" 2 16' 9'-4" 9'-4" 9'4" 9'-4" 9'-4" 9'-2' 11 .024 .024 24' T-7" T-7' 7'-7" 7'-7" T-7' T5' 2 16' 12'5' 12'-5' 12'5' 12'-5" 12'5' 12'3' 11 20 .032 20 .032 24" 10'-2- 10'-2' 10'-2" 10'-2" 10%2' 10'-0' 2 16" 18'4' 16'11" 16'4' 16'-4' 16'4" 16'-1 11 042 24" 13'' 13'-4' 13'-4' 13'-4" 13'-4' 13'-2' 042 2 -4 16" - - - _ _ _ 1i .024 .024 24' - - - - - - 2 16" 10'-3' 10'-3' 10'-3" 193' 10'-3" 10'-3' 1 30 .032 30 .032 24' 8'4" 8'4' 8'14' 8'-4" 8'-4' *8-4* 2 18" 13'5' 13'-5' 1Y-5 13'-5" 13'5' 042 .042 24' 11'-0' 11'-0' 11'-0' 11'-0' 11'-0' 2 ERCIAI & PATIOS--�9D/100/110 MPH EXPOSURE B & C 3' �.5' 3.0' 8.0' MAx r— ALUM: ALLOY 300444M OR EQUAL `OR EOUAL________','. *SEE NOTE BELOW t `DBL. 2 x 6 1/2" RAFTER_ -CLEAR SPAN 2. Ho 3 x 8" RAFTER 90 MPH 100 MPH 110 MPH L.L.=T (PSF) (IN.) 90 MPH 100 MPH 110 MPH �(P. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. g I EXP.0 EXP. B EXP.0 EXP. B I EXP.0 1T-3' 1713' 17'5' 16'-8' 16'-0' 16'-1" 10 .042 16 24'-0' 23'-5" 24'-0- 27-8" 23'-5" 21'-10- 14'-l* 14'-1' 14'-1' 13'-7" 13'-7' 13'-2' 24' 20'-0' 19'-1" 19'-7" 18'-6' 19-1" 17'-10' 23'-0' 23'-0' 23'-0' 22'-3' 27-3' 211-6' 10 10 - - - - - - 18'-9' 18'-9" 18'-9" 18'-2' 18'-2" 17'-6" 30'-2' 30'-2" 30'-2' 29-3" 29'-3' 28'-2' 20 .042 16• 17'-9' 1 T-9' 1 T-91 l_9 17'-9' 1 T-7• 24'7" 24'-7" 24'-7' 23'-10' 23'-10' 23'-0' 24' 14'5" 14'-6' 14'-6" 14'-6' 14'-6' 14'4' 13'-2' 13'-2" 13'-2" 13'-2" 13'-2' IT -0- - - - 9 9 10 10 - - - - - - 10'-9' 10'-9" 10'-9' 10'-9' 10'-9' 10'-7' 17'-7' 1T-7' 17'-7" 1T-7' 17'-T 17'4' 30 042 16' 14'-7' 14'-7' 14'-T 14'-7" 14'-7' 14'-7" 14'-4' 14'-4' 14'-4' 14'4" 14'-4' 14'-2' 24" 11'-11' 11'-11' 1 11'-11' I11'-11' 11'-11' 111--ii- 23'-l" 23'-1" 23'-1' 23'-1' 23'-1' 22'-9' _ _ - - - - 18'-10' 18'-10" 18'-10" 18'-10' 18'-10' 18'-7' 10'-10' 10'-10' 10'-10' 10'-10' 10'-10' 10'-10' * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 8'-10' B'-10' 8'-10' 8'-10• 8'-10" 8'-10' 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 14'$' 14'-6" 14'-6' 14'-6' 14'-6' 14'-6' 24' O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. 11'-10' 11'-10' 11'-10' 11'-10" 11'-10' 11'-10' PROJECTION 19'-0" 19'-0' 19'-0" 19'-0' 19'-0" 19'-0" SPAN O.H. RIBUTARY TRIBUTARY= WIDTH 112 SPAN -O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS . EQUAL TO CENTER SPAN TO CENTER SPAN 11 TRIBUTARY WIDTH TABLE -CLEAR SPAN (FT.) FMO ERN 0195 DATE: BI5R012 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO RAFTER SPANS O.H. 6 7 9 9 10 11 12 13 14 15 16 17 18 19 20 21 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 3' - 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 4' - - - 9 9 10 10 11 11 12 12 13 13 14 14 15 5' - - - - I - 1 11 1 11 12 12 13 1 13 14 1 14 1 15 15 16 RIBUTARY TRIBUTARY= WIDTH 112 SPAN -O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS . EQUAL TO CENTER SPAN TO CENTER SPAN 11 ORAWH Br: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LrvE LOAD = PATIO COVER SYSTEM AS MFG. 8 FMO ERN 0195 DATE: BI5R012 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO RAFTER SPANS 10, 20 630 psl OURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONOA, CA (951)741-2107 HORIZ. WIND = 80, 100 8 110 MPN 8289 ALPINE AVE., SACRAMENTO, CA 95828 (916)0.52.7021 FAX403.1519 W194@01mil m.00m SHEET 7 OF 33 PANELFASTENERS / #14 X 3/4" S.M.S. AT EACH VALLEY TO BEAM CT 24" 24" TRI: "V" PAN F/�Y4 #10 OR #14 X " S.M.S. / AT EACH VALLEY TO BEAM T * SEE NOTE BELOW 12" 12" x 3 1/2" W PANEL r#10 OR #14 X %" S.M.S. / AT EACH VALLEY TO BEAM DT * SEE NOTE BELOW �— 8.00" 18.00". — I 6" / 8"x 2 Y2" FLAT PAN W/(2)-V"S NOTE: FASTENERS INDICATED ARE TO BE USED AT EACH SUPPORT BEAM AND HEADER * USE #10 FOR 90 & 100 MPH WIND SPEEDS USE #14 FOR 110 MPH WIND SPEED AND ALL WIND SPEEDS FOR PANEL THICKNESS = 0.032" AND GREATER. 90/100/110 MPH EXPOSURE B.&,C FAN BEAM (19'-0" MAX SPAN) 2" HEADER CEILING FAN AND/ T=.075" TYP. 2112" EXIST. WALL OR LIGHT FIXTURE ( MAX. 30 IDS.) FAN BEAM ALUM. ALLOY 6063-T6 oNAL C EXIST. WALL ATTACHMENT AT HANGER CHANNEL FAN BEAM SEE TABLE HANGER ~ No. C37E SHT.9 CHANNEL P. 03/3 FAN BEAM 2 /2" #12 S.M.S. SCREW #12 S.M.S. SCREW AT HANGER CH EL FA ATTACHMENT AT HEADER 1/2' S.M.S. SCREW AT BEAM FAN BEAM 2 1/2" 0.042'x3"x8' HEADER #14 x 3 1/2' S.M.S. SCREW AT BEAM 3 El DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: IAPMO ERA 0195 DATE: 815/2012 COMMERCIAL AND RESIDENTIAL ENGINEERING PANEL FASTENERS 10, 20 6 70 pd OURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: CA (95 )741URAL RANCHO CUCAMONOA CA (951) 741-2107 1 FAN BEAM HOWL WIND - 90, 100 8 110 MPHSHEET 8289 ALPINE AVE., SACRAMENTO, CA 85828 8 OF 33 (918) 452-7021 FAX 40}1519 sal ea�durelum.00m 3 El r , JI ' (COLUMN / POST TYPES---�&--SURFACE=MOU_ N -T ATTAC - ME -NT DETAILS ` MAX:- HEIGHT = 1� /j�� —�y� - _ MAX. HEIGHT C = 10 +- « . �' _ ,1 3 1 ''kI,: ' " G =3'SO.xt=.188' * 3 00"SQ o - i #10 SIMS f y3.00° SD '?� 3.00, SQ. H 032 ! Q24"O.0 f A �� =3'SO xt x.250" /� EA SIDE 1 =3"SO.xt=.313' 6:5' ' 3. ` �s=4"SO.xt=.188" -_; ---- � � o + % : TYP ALU K =4•S .xt=.25o" r !"ndA ATEEL O R r f Bow X� O3.0PL4STIC PLUG 28.OR51i-t. ' '•� -Ai ` i3" --SQ: AL`UM'POST, _ 1' _ � �3"-S(Q: LUM: POST Z _ . MAG POST ` 'SQUARE 1 . WITH -SIDE PLATES D 3" SQ. ALUM. POST STEEL POST i ALUM. ALLOY 3004 H36 ALUM. ALLOY 3004-H38 3" SQ. STEEL POST. ALUM. ALLOY 6063-T6 ASTM A500 GRADE B } ALUM. ALLOY - 3.00" OR 2.0' .2.40" _ « . i• 1.375 CL 7/16'0 HOLE e a - 1 — " • FOR 3/8' MB ' S8" 2 FLANGES 4,6�63-T6, : • 2 1/8" APART..ASTM GRADE 36 STEEL 1.125'INSTALL 1Y=' x 1 'x ' HDG WASHER PLATE AT ANCHORS f 75• 75' BASE FLARES 15T • - TO 3'WIDE EA.1.60" TYSIDE OF FLANGES1.5 .090" TYP. 1 USE FOR 3" �� y INSTALL 1 4' x 1}r�• x^HOG - - • POST ONLY 5.50' IWASHER PLATE AT ANCHORS '• (11-7/16'0 HOLE , FOR 110 MPH + . • ; F ' (12- 5/18'0 HOLES' 8 2-3/8" HOLES TYP. EA. SIDE + ALUM "T" BRACKET STEEL "T" BRACKET '. 5 _ T=.660'. TYP.e -( )� S 25412 M. C 5\�Y C?��'i- ' - , - �.,#14 SDs; - Y _m 3 PER SIDe #Ir— No. C37948_- 3/3113 • r- ALUM. ALLOY 3% _ 8" ALUM -RAFT. BRACKET 3 6063-T6 - " x 8" ALUM. HEADER - _ - . "H" BRACKET NFenGQ Qaerlr�r it DRAWN BY: E.N. CAMPBELL 8 ASSOCIATES. INC. .. LOAD " PATIO COVER SY MAS FG. B `J IAPMO ERb 0195 + -- i `� DATE: BiBnots SCALE: NONE . _TOM . COMMERCIAL AND RESIDENTIAL STRUCTURAL EHOINEERINO COLUMN / .10, 20 6 30 P1 ' DURALUM PRODUCTS, INC: - . REVISED BY: i r RANCHO CUCAMONOq CA (851) 741,2107, - POST TYPES HORM WIND , 8188 ALPINE AVE., SACRAMENTO, CA 85828 .; 80, 1008110 MPH (818)452-7021 FAX403-7518 sa*o@dumlum.oam ' ,SHEET 8 OF 33 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 { 1 5� WALL FASTENERS SEE TABLE 4 WALL FASTENERS SEE TABLE 1.75' 0. ROLLFORMED HANGER ALUMALLOY 4 r=f -6063-T6 .O6 O EXTRUDED HANGER CHANNEL FASTENERS, SEE TABLE A34 FRAMING ANGLE R.F. OR EXT. HANGER SEE TABLE CHANNEL, 2X OR 3X RAFTER BRACKET. —. ALUM. PANEL 2X OR -- 3x ALUM. RAFTER ii FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROJ. EXISTING EAV SEE TABES OVERHANG (24' MAX.) EXISTING EAVE CONNECTION O2 .25'R D 014 SMS @ PANEL LOCKS OR"SMS AT EA CONTACT WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED .2 CONTINUOUS A- RAIL ROOF PANEL (WHERE OCCURS) LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 I LL=20 LL=30 ALUMALLOY A B B C D _ D E E F 6063-T6 #14 SMS @ EA CONTACT 110 WALL CONNECTION O .076 _ #14 SDS 2.740" .813 @ 8.O.C. T=.060' WALL FASTENERS 3EE TABLE SEE PAGE 33 FOR ALUM Y APPROVED ROOF PANEL I.R. HANGER \CJ I EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN 16' O.C. CELL AT FASTENER) OR CONC. LL=10 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 I 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 I F 14'-2' DESCRIPTION OF LAG SCREW SEE NOTE BELOW) 14'4" A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX. wpaZ B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX. W ¢ C=SDS25412 AT EACH STUD, 18' O.C. MAX. NNa D=3/8'0 x 4' LAG SCREW AT EACH STUD LLw�: 'E=3/8'0 x 1 1/8' AT 16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 2" x 6'1'-6" 'F=3/8'0 x 1 1/8' AT 12' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 9'-4^ 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26 SHEET 1 EXIST. RAFTER ALLOWABLE ' I FOR SPAN SETER ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) LL=10 LL=20 LL=30 2' x 4' 16' O.C. 1'-6" 18'-8' 181-8' 14'-2' T-0" 14'4" 12'-8' 9'4' FULL OR MIN. PENETRATION INTO 24' O.C. F(3)-# 12'-5• 11'-8" 8'-10' 2" x 6'1'-6" 2'-0" 9'-4^ T-4' 5'-7' NOTCHED EXCEEDS EXISTING STUD SPACING 2'x6' FULL OR 2'x8' NOTCHED 24' O.C. 2'-0"1'-11' AND COMP. 19'-4" 14'-8' 2'x8' FULL OR 2'x10' NOTCHED 24' O.C. 2'-0" ±391'-11" 31'-11^ 25'-0' NOTE: DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL=15psf RLL-20psf EXISTING LUMBER AT OVERHANG: #20 DF -L. 1 INCH MAXIMUM NOTCH AT WALL. THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL. DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4, RESPECTIVELY. THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SDS FASTENER TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUATION REPORT. 101/ L.L=(2)#14 SMS EA SIDE 20tN30gL.L.=(2)H4 SMS EA. SIDE U -BRACKET 1 1/4' _ 3/4' OR 1 1/2" ALLOWABLE ' I FOR SPAN SETER I 2' x 6 1/2 OR HANGER CHANNEL 5' MIN. 3' x 8' ALUM. RAFTER H`743/4' OR 1 12' PATIO COVER SYSTEM AS MFG. BY: PA OLCIM 1 EACH PAN ' 6- FROM P O�P`'\oY z O� r_ 8' NOTE: PROVIDE WATER PROTECTION, METAL FLASHING CAUCK JOINTS AND SLOPE r— TO DRAIN 1/13 ALLOWABLE ' I FOR SPAN SETER TOM CAMPBELL &ASSOCIATES, INC. HANGER CHANNEL DECKIRAF SPAN TABLE PATIO COVER SYSTEM AS MFG. BY: PA OLCIM EXISTING WOOD STUD FRAMING EAVE LENGTH DATE: 615x1012 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET ZS OR 2d LEDGER PRODUCTS, INC. 2. EACH 1/4'0 x 3-12' LAG SCREWS L.L.=10 psf2 REVISED BY: EACH 7/16'0 x 3-12' LAG SCREWS L.L.=20 AND 30 psfER ATTACHMENTS 2 W.S. }#14x1314'(2' MIN. PENETRATION INTO F(3)-# PATIO COVEREXISTING WOOD STUD) NOTE: USE LEDGER WHERE RAFTER SPACING EXCEEDS EXISTING STUD SPACING SEE ® FOR ATTACHMENT NOTE: PLACE'SIKA MATERIAL BETWEEN BRACKET NOTE: BRACKET MAY BE MOUNTED AND COMP. BELOW RAFTER W/ RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL SAME CONNECTIONS. WALL CONNECTION O O BRACKET CONNECTION 1/13 DRAWN BY. E.N. TOM CAMPBELL &ASSOCIATES, INC. HANGER CHANNEL LIVE LOAD. LOA& PATIO COVER SYSTEM AS MFG. BY: PA OLCIM IAPMO ER# 0195 DATE: 615x1012 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET 10.20 30 ptf PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 ATTACHMENTS HOR gp jpip 81jj0 MPH R ALPINE AVE.. SACRAMENTO, CA BSBZB (816)462.7021 FAX 403-1519 xeln@duralum.wm SHEET B OF 33 1/13 DRAWN 512 E.N. ��• 5152012 YNtS--tk�S.U.KFALE=MOUNT AND -EMBEDMENT DETAILS COLUMN LIVE LOAD = ALUM "RACKET USE WITH - SCALE: NONE T BRACKET Q 3 -SQ. POST W/ SURFACE MOUNT I POST TYPE B.C.D. ORE STEELTBRACKET USE WITH /f POST TYPE B,C,O,E,F,O,H,J OR K- DURALUM PRODUCTS, INC. ' STEEL POST ONLY: _USE POST TYPE F;,G: H, i OR K (3}S/S'0 BOLTS ' (2}1112 SMS EA. 3•SO. POST SIDE OF POST OR 1/4•M.B.THROUGH 3' SO. POST HC WIND " USE ((@2)}-=yg*O NRT1 •SHEET FOR POST TYPE J t� 90, 100 8 110 MPH POST 10 OF 33 KWIK BOLTS OR EQUAL STEEL"RACKET: USE in DEPTH OF ! I ((}} t4. 16"INSERT FOR ALL BOLTS 2 1/4"0 POWERS WEDGE- (� SEE NOTES BELOW tt2} VB'0 HRT KWIK BOLI$ OR EQUAL F,OOTINO OR 1Y MIN. EMBD. I OTHER ' CONDITIONSASTM BOLTS+, OR EQUAL, EACH z�;•EMBEDMENT OEPTH [ I ASB BRACKET TO SLAB. MINIMUM FOR KWIK BOLTS) l/ �.: I I ;; ' STEEL DISTANCE TO T.O.C. EDGE OF SLAB = 4* OR I To CRACK - 10' `)•,•' . (1 .Y41MIN. EMBtDMENT) e ' :' N ASTM A572 STEEL c. ., ..1 • SLAB SHALL BE IN •- DEPTH 4 e POURED CONCRETE (1 1n'O.I" L••. (l -LONG, B. w4 � :� 'L� i•. �: y 3/18' GOOD CONDITION FOOTING SEE NOTE FROM END i OF POST t �ti� :•. 3' 90. POST (SIL) 3 1/2' MIN. FOR SIZE SEE FOOTINGPOURED SCHEDULE QUAR INSEAM SPAN TABLE � CONCRETE FOOTING % -SQUARE � •SCHEDULE SPAN = SEE FTG IN BEAM TABLE OR FLUTED OR 4- SQ POST (STI INSERT ' EXISTING SLAB O ....... .__._.._.__-..._.. _ I_. 3" SO. POSTS TO CONC. FOOTINGINTO ------------•---------.__.....__..___. O f SQUARE POST EMBED. FOOTING 9 PL.S/B-THK. 11/2• 6. 1n- 44 WELDED STEEL BASE_ PLATE 1 � NOTES: _ BASE PLATE SCHEDULE 1. DO NOT USE ALUM. 'T` PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHi. B ATTACHED �} BRACKET WITH 3X8 BEAM 9' SO. x 5/8' S. C. D, F. G. 8 H ALTERNATE FTG. ATTACHED ONLY FOOTING &ANCHOR BOLTS W/INSERT, MAG BEAM. 4•OR 7.1 -BEAMS. FREESTANDING BASE PLATE ANCHOR 2• POST TYPE F CUBE SIZE SO. 18• DEEP • CUBE FTG. FOOTING SIZE '' SINGLE POSTS, •+t X. INSTALL WASHER P ATE, BASE PLATE ANCHOR BOLTS (SIZE b TYPE) 1B' 1B'SQ. 12' BOLTS Ae A: �` 2•XWX5)4'AT 20' 21* SO. 12' 23'624'CUBE (2}1n'0 'AA" STEEL T BRACKET. (4} 314.0 HILTI KWIK BOLT TZ STAINLESS yr.31/4' 3. POST TYPE F 9'x9"x 5/8• STEEL PER I.C.C. ESR -1917 OR EQUAL 22• 25" SO. 16' , DO NOT USE STEEL T (4 3/4- EMBEDMENT DEPTH) 25' - 30• CUBE (4}in'O 3 1/4• ' 24' 28' SQ. 20" BRAC FT wn' I -B AM 26' 32' SO. 23• 31' - 34• CUBE 4' 28" 35' SQ. 25' j 30• 39• SO. 28' 35'- 39' CUBE (4),3/4.0 4 3/4• S�QNAL / 32- 43" SQ. 30' 40• - 42' CUBE (4)3/4.0 43/4• �F.. S�EtAY Cqy� �2 34• 47' SQ. 32' NOTES: 38' 51" SQ. 34• BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. =�P. 38' 55• SQ. 37" 40'60" SO. 39• o. C37948 47 - 64• SQ. 41' /13 Q 44' 69• SO. 43• • CUBE FOOTING W/4• SLAB ' NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DRAWN 512 E.N. ��• 5152012 TOM CAMPBELL 8 ASSOCIATES, INC. COLUMN LIVE LOAD = PATIO COVERS STEM AS MFG. BY: NPMO ER/ 0195 SCALE: NONE COMMERCUL AND RESIOENTULL STRUCTURAL ENGINEERMG SURFACE MOUNT 10, 20 630 pal DURALUM PRODUCTS, INC. ' REVISED BY: RANCHO CUCAMONGIL CA (951) 741-2107 AND EMBEDMENT HC WIND " 5289 ALPINE AVE., SACRAMENTO, CA 88928 •SHEET 90, 100 8 110 MPH (918)452.7021 FAX403-1519 aalea®du,aWm.oam 10 OF 33 r-T•Y (-HEADER-BEAM -TYPES-&-AT-TACHMENT DETAILS 1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP 3.100" SQ. 2.00" SPLICE WHERE I �� •Q 1.79. OCCURS SPLICE WHERE SPLICE WHERE i 2,93" L. OCCURS OCCURS 0757 w 2.57" 14"R 2.19" 2.01 TYP. 8" obs 2.08• 2.00• Dow TYR 4— r TMP• .28" .0000• 3' 2.r ASTM A653 GRADE 40 .038' R.F. GUTTER ALUM. ALLOY ALUM. ALLOY FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063•T6 ALLOY 30041436 O 6063-T6 5)= E6.5" ROLLFORMED 4.5"GUTTERMAG. GUTTER MAG BEAM 3" SCI. STEEL BEAM 5 � 3.0' 2• 8.6• MAX. 2" I.-- s.s SPLICE No. 37948 F y WHERE SPLICE .042• occuRs 4• owc"cEUAs 3 13 i f— :024• _ 8.01 032• 070 •042• �—.032' TYP. T10"YP r_' TYP. ALUM. ALLOY 3004H36 OR EQUAL ALUM. ALLOY 3004-H36 ALUM. ALLOY ALUM. ALLOY ALUM. ALLOY 300 R EQUAL J OR EQUAL 8063-T8 O 4" I -BEAM F 7" 1 -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM O 3" "' r �MAX`y-� �3' s MAK 3" 9• —6215' I.375• —r- .042" .042" - 042• T " 14 LLA ~- �T a 0.125• 8" 7.8 $" ASTM A653 GRADE 50 6.656• ALUM. ALLOY 6063.79 IALUM. ALLOY 30044436 ALUM. ALLOY 30014136 I OR EQUAL OR EQUAL _T( .625� • 1.1.75-1 .375• ALUM. ALLOY 30044136 �1 2.875• OR EQUAL j @'/;DBL. 3 x 8 BEAM ON 3 x 8 BEAM O 7" I -BEAM "C"3 x 8 BEAM W! STL. INSERT` DBL. 3 x 8 BEAM/ W/ DBL. 3 x 8 STL. INSERT STEEL INSERT SPLICE / INSERT DRAWN BY: E.N. TOM CAMPBELL 6 ASSOCIATES, INC. LIVE LOAD " PATIO COVERS STEM AS MFG. BY: U1PM0 ERN 0195 DATE:6ffi=12 SCALE NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TYPES 10, 20630 pd DU RALUM PRODUCTS, INC. REVISED BY: RANCHO CUGIMONOA, CA (951) 741-2107 HORIZ WIND = 90, 100 8 110 MPHSHEET 6269 ALPINE AVE., SACRAMENTO, CA 96826 (916)452-7021 FAX 4031619 eelas umtum.mm 11 OF 33 '�- BEAM ' 7O" 'POST CONNECTION DETAILSY 1 OPTIONAL DECORATIVE FASCIA • ( WOOD, ALUM, OR HARDBORD) ' '.• = •+ ' ? I 3" x 8" x .042" BEAM, 3" SQ. STEEL, OR , " MAG BEAM.' • 2.014 x 1/2' S.M.S. EACH SIDE OF 3- sQ. POST (4 -TOTAL) - - j I' 1 ALTERNATE' 1/4.0 SOLT W/ WASHER - EA. SIDE OF 3• SO. POST ( ` FASTENERS -1'-0" 4-#14SDS 2'=0" 6 - #14 SDS T-0" 12 - #14.SDS FASTENER SPACING = 3/4' FASTENER TO FASCIA - SEE TABLE FASTENER TO RAFTER TAILS - SEE TABLE OPTIONAL LATTICE TUBES + 01411 1/2' S.M.S. IUP - . , ! ' •l_.._� & BOTT. (2) -TOT. 0 2.35' - } �. I �•� a @80 MPH 8100 MPH -USE -ROOF PANEL �'� 'v FASTENER 812' - - ' (4"14 SDS Q EA. SIDE' 0.0 - . GROUP 3' SO. POST e - -. - TOP $ BOTT. TOT.=16 - ROLLFORMED OR 00 .I .. _ . EXTRUDED GUTTER .•. „ @ 110 MPH.- USE ALUM. BRACKET x (6}#14 SDS Q EA. SIDE #14 S.M.S. ®12'O.C. 2.014 x VC S.M.S. EACH SIDE OF 3' / FASCIA - - - so. P ((4 -TOTAL .TOP & BOTTOM _ ALTERNATE 1/4.0 JOLT W/ WASHER " — - Z' 1' 'L' SEE TABLE EA SIDE OF 3'. SO. POST 6 1/2'X2 .024 `3" X-3" ALUM. OR RAFTER • ` 3 sD. POST STEEL'POST - RAFTER "TAIL" TO GUTTER,' 15 - _ ,� GUTTER FASCIA . • { 1 I y Q�\EtAY C��>� �:�`\ > . MAG BEAM 3'50. POST ' 3'SQ. STL. BEAM +. 13 1 3.125" FOR 3 x RAFTER H�;' BRACKET. TO POST . O� �� ' F R 2 x R ALUM. ALLOY 3105-H25 NO. C37948 ,'„ -- - .0313 /13 1.50:_. 1.50" 1 12" t = .040" @ 6063-T6 .28"1 12- r r" 018" OR 2'X3' LATTICE #8 x 2 :SMS, 2 12• ® 3.O.C. MIN. �.. OR 3 1/2•, TYP. _ UP TO 6•o.c. MAX. - (4) - #14 x 3/4" TEK SCREWS�'1� • O \ BRACKET TO RAFTER 1 1/2" SQ. OR 2" LATTICE TUBE 2 \ \ 12' MIN. ALUM. ALLOY 31.05-H25 RAR J� ^ 28" 3.. _ � • .750. (4) - #14 x 3/4 TEK-SCREWS OR (6) #10 x 3/4:fTEK SCREWS — - BRACKET TO BEAM '2"x3" LATTICE TUBE _ LATTICE TUBE TO RAFTER * _ • "U" BRACKET- RAFTERTOB EAM , DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC:: •. LIVE LOAD = . ;. PATIO COYER SYSTEM AS MFG. BY: r V,PMO ERN O1B5 - DATE: 6/512012 SCALE: NONE [CO.,ERCULL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TO POST ATTACHMENT- 10, 20 6 30 p"1 ., - X90. DURALUM PRODUCTS, INC. 8288 ALPINE AVE„ SACRAMENTO, CA 85828 • , M -- 4 - REVISED SY: . • - - RANCHO CUCAMONGA, CA (951) 741-2107 ` 1 - - 100 & 110 MPH (918) 452-7021 FAX 4031519 wk+s®Cualum.00m .'SHEET 13 OF 33 SPLICE DETAILS 11 BEAM TO POST DETAILS 22 SIMPLE SPLICE FULL MOMENT ,APMO ERM 0195 9" .57 3' 1 l'i 11 3" 24' BEAM SPLICE DETAILS 10. 20 a 39 Pef OURALUM PRODUCTS, INC. (2)#10 S.M.S.@ EA VALLEY, TYP. Ito S.M.S. II (s TGT. TYP THICKNESS = .035 „ 11 + jj + +I #12 S.M.S. 24 TOT ( II TYP. THICKJSS =.035' II ++ + + :! ++ ++ d — W 5288 ALPINE AVE., SACRAMEMO, CA 95828 (918)!52-7921 FA%t03f919 ealeeQdurelum."pn ALUM. ALLOY 3004-1-136 ---I(- OR 6063-T5 FOR EXTRUDED ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED W --_ _� NOTE: USE SIMPLE SPLICE ONLY IN ALTERNATE INTERIOR BAYS NOTE: FULL MOMENT SPLICE MAY OCCUR AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED $ EXTRUDED FASCIAS 1-13EAM ALUM ALLOY (6061-T6) ALTERNATE STL. C BE/1M N / SQ. POST NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SO. POST,CONNECT WEB TO POST THRU-BOLTS ® BEAM, @ 7' II-BEAMSO THRU BOLTS NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. 3" TOTAL= (8}1/2.0 BOLTS IA lu 0 0 0 �p '9�A� BEAM TO POST CONN. SPLICE WHERE4" 2• 0" z occuRS .070" _ ~ o. C37948 PrP O O P. 1311 #12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS @ 8" O.C. ALUM. ALLOY MAX. STAGGER IN BEAM 808376 16" 1" FLANGE 4" I -BEAM 3'-O" ROOF PANEL MOMENT CSPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. 4" Tk4' ALUM. '1' BM. OR AT T I -BEAM: ADD "C' SPLICE X 18' LONG (4}1/4'0 M.B. BEAM 1. 5" AT ALL COLUMNS - TO BRACKET O O O (CENTER AT COLUMN)., SECURE TO I -BEAM W/ 8414 TEK SCREWS SPLICE WHERE EQUALLY SPACED - OCCURS 4.5" 1' FROM ENDS. 2- 318'0 M.B. THRU STL. T 11' BRACKET TO POST. TYP. POST, SEE SCHEDULE O O ALUM. ALLOY 16" 1" ALTERNATE BEAM TO POST CONN. 6063T6 7" I -BEAM MOMENT CSPLICF DRAWN BY: E.N. TOM CAMPBELL d ASSOCIATES, INC. LIVE LOAD " PATIO COVER SYSTEM AS MFG. Y: ,APMO ERM 0195 DATE: 8!5/!012 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM SPLICE DETAILS 10. 20 a 39 Pef OURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA, CA (951) 7ti-2107 NORM WIND • 90, 100 a 110 MPH 5288 ALPINE AVE., SACRAMEMO, CA 95828 (918)!52-7921 FA%t03f919 ealeeQdurelum."pn SHEET 12 OF 33 DOUBLE RAFTER CONNECTION. DETAILS. BEAM TO=POST CONNECTION --1. 1 1/2" OR 2"LATTICE ALTERNATE 1/2' BOLT CONNECTIO 3-x 3-STL.POST (24') INSERT ATTACHED OR 3"x 3'STL.POST COLUMN FOR FREESTANDING _ #8 S.M.S. _ PLANB2E R ALTERNATE: 4414 S.M.S.I RAFTER TO ( CONNECT. (B 1 4n. 4.5' 04 6- 0 ALTERNATE: (2}24.5" OR (2) -3 -XB -HEAD (2}12 -BOLT 2'x 6.5" SIDEPLATE �z NY 6 SCREWS O�5 C,q,�� PER SIDE _ ~ No. C37940 EX 31/13 M OR ❑Y DBL. RAFTER / DBL. HEADER CONN. 19 #8 S.M.S. EACH SIDE LATTICE 1 1/2" OR 2' 2"x6.5" OR 3"xB" RAFTER ALTERNATE: 1/2" BOLT ALTERNATE: (2} #14 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) ALTERNATE: (2)- 2x6.5" OR (2}3"x8" HEADER ALTERNATE: 3"x3'x0.024" (1) -1/2" BOLT OR 1 CONNECTOR (2} #14 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. 20 BEAM SPLICE TO OCCUR DIRECTLY OVER 5/8" 0 PLASTIC POST. NOT PERMITTED PLUG WHERE @ 2 -POST UNITS ScwFw Ic ulclnr- I 5" #14 SMS MAY BE USE AS 3.5". ALTERNATE TO 1/4"0 BOLTS 8" BEAM SEE NOTES BELOW I I 6 1/2" SIDEPLATE EA. 1 SIDE SEE POST SCHEC #14 SMS EA. SIDE 1 I, I 1 TOP, MID HEIGHT AND BOTTOM3"SQ. POST BETWEEN SIDE PLATES . BEAM TO POST CONNECTION 21 POST SCHEDULE 1❑ 3" SQ. x.032" + (2}2" x 61/2" x .024" 3" SQ. x .032" + (2)-2" x 6 1/2" x .032" W/ (6)-#14 S.M.S. EACH SIDE. ❑2 W/ (8)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. EXISTING SHEATHING 25c8}4'x0.024' DBL 3"X8"X.042 BEAM ALUMINUM MEMBER WIT OR DBL: 2"X8:5"X.032' BEAM Q 0- j WOOD FILL OR $ 2'k8' NOMINAL LEDGER � (NEW OR EXISTING) (2) SIMPSON SDS25600 EXISTING 1" STUCCO OR EQUAL 2.5" PENE. INTO EACH WOOD STUD EXIST. STUCCO / LEDGER ATTACHMENT DETAIL 22 �— 5/8" 0 ACCESS HOLES INSTALL 6 - #14 X Y4" 3" SQ. POST .LONG SDS ® EACH �-� HEADER TO COLUMN (12 FASTENERS PER CONNECTION) DOUBLE HEADER TO COLUMN DETAIL 23 DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVERSYSTEMAS MFG. BY: . IAPMO ERM 0195 DATE: 8/51072 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE t0, 20630 Pet DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA. CA (951)741-2107 CONNECTIONS H0008WINMH ilo 289 ALPINE AVE., 403451ENTO,@195�28 [918)452-7021 FAX ID3-1519 eelas@durelum.00m SHEET 14 OF 33 ONAL F %� 4 YC ILP A�qtr r ~ o. C37948 F 1113 CAL�Fp� DRAWN BY: EN. MINIMUM NUMBER.OF REQUIRED COLUMNS FOR ATTACHED OPEN LATTICE & SOLID COVERS LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: 2"X6.5"X0.024" SIDE PLATES UWMO ERN 0195 2"X6.5"X0.032" SIDE PLATES } MINUMUM POST[1] DURALUM PRODUCTS, INC. i(OIS)452-7021 POST 02 REVISED BY: 3 90 MPH 100 MPH 110 MPH L; 90 MPH .190 MPH 110 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. 8 EXP. C EXP. B EXP. C 4' 2 2 2 2 2 3 4' 2 2 2 2 2 2 5' 2 2 2 3 2 3 5' 2 2 2 2 2 2 6' 2 3 2 3 3 4 6' 2 2 2 2 2 3 7' 2 3 3 4 3 4 7' 2 2 2 2 2 3 8' 3 3 3 4 4 5 8' 2 2 2 3 2 3 9' 3 4 3 5 4 6 9' 2 3 2 3 2 4 10' 3 4 4 5 4 6 10' 2 3 2 3 3 4 11' 4 5 4 6 5 7 11' 2 3 2 4 3 4 12' 4 5 4 6 5 7 12' 2 3 3 4 3 5 13' 4 5 5 7 6 8 13' 2 3 3 4 3 5 141 4 6. 5 7 6 .8 14' 3 4 3 4 4 5 15' 5 6 5 8 6 9 15' 3 4 3 5 4 6 * SEE SHT.14 FOR POST TYPES NOTE: MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS IS SHOWN ON SHEET 8 ONAL F %� 4 YC ILP A�qtr r ~ o. C37948 F 1113 CAL�Fp� DRAWN BY: EN. TOM CAMPBELL 6 ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: UWMO ERN 0195 DATE' SISM11 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING MINUMUM 10, 206 30 pal DURALUM PRODUCTS, INC. i(OIS)452-7021 REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 REOUIREO COLUMNS NORM WIND s 8289 ALPINE AVE, SACRAMENTO, CA 95828 90, t00 8 t f O MVH FAX 403.1519 mW@dumkjm.cJ SHEET 15 OF 33 10# L.L. X90-MPH-FREESTAND.&-AT-T- CHED--OP-EN;LATTI_CE: PATIOS -12' OR I F.RS Fxp R X rr . nc -mum a "V'"N srAUING UN tAISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED B' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING °' = F ~ No. C37948 . 3/31/13 / FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE 8 IFIF GURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 8 C. r/ DRAWN BY: E.N.2TOM DATE' 816/1012 3" SQ. STEEL BEAM�DBL._3'_'x8_"x.042"BEAM) LIVE LOAD ° P O VERSYSTE A DBL'OR 35x8 BEAMAM 3"x8" BEAM w/INSERT' DBL. 3"x8" BEAM REVISED BY: RANCHO CUCAMONGA, CA (851) 741-2107 H 3a MAX.COL. 8288 ALPINE AVE., SACRAME ___j ATT. MAX.POST MAX.POST 80.10D 6 110 MPH FAX 403-1518 EACH w/ *ATT. A 3"x8" STL. INSERT > MAX.POST FREESTAND ATT. MAX.POST FREESTAND FREESTAND FREESTAND m ATT. MAX POST FREESTAND ATTACHED S 3 SPACING ON SLAB* SPACING (SPAN) SPACING FTG. (SPAN) SPACING SPACING FTGPOST. FOR DBL. ' FOR 3' x B' SPACING FTG (SPAN) MAX.POST FTG SPACING o FTC"' MIN. POST FTG MIN FTG MIN. FfG MIN. FTG MIN. (IN.) TYPE (IN.) (IN.) TYPE (IN.) 2118.5'x 032' BEAM �M]N. POST TYPE (IN.) (IN,) (IN.) (SPAN) (IN) P�OpSE (IN.) 4' 17'-0" 12'-11.-9" 29 G 1416 20'-0�9,-1• 33 (� 1618 14'-0;3�" 14'-2;3,-6" 30 G 1416 26'24'-10" TPOST YPE 1 36' TPOST YPE 20 ' 35. G 20 35'-1" 39 G 3 B 4' 5 " 131-7" 4" i:40-- 10,_11 ° 28 G 14 17'-11" 32 G 17 12'-6" 12'-8" 29 G 15 23'-3" G 18 32'-1 21 B 18 17'-1" 19 11'-11 ^ 12'-1 • 17 22'-2' 21 31'-4" 37 G 24 E 5, 6 11'-4" 10'$° 10'-4" 2g G 15 16' 4^ i 17 31 G 17 11'-5" 11'-7" 29 G 15 21'-3" 33 G 19 30'-0" 21 B , r 15'-7" f 20 10'-11" 11'-0" 18 20'-3" 22 28' 8" 37 G 24 E 6 7 91-8" " 101-1" 91-9. 27 G 15 15'-2" 18 31 G 18 10'-7" 10'-8" 28 G 16 19'-8" 33 G 20 27'-1 36 22 B 14'-5" 20 10'-1" 10'-2" 18 18'-9" 22 26'-6" G 25 E 7, 8' 8'-6" 9' 8" 27 G 16 14'-2" 18 13'-6' 30 G 18 9'-11" 10'-0" 27 G 16 18'-5" 32 G 20 26'-0" 35 22 g 21 9'-5" 9'-s" 18 17'-6" 23 24'-10 G 25 E 8' 9 7'-7 " 9'-3" 27 G 16 13'-4" 19 12'-9" 30 G 19 9'4* 9'-5" 27 G 17 17'-4" 32 G 20 24'-0" 35 23 E 21 8'-11" 9'-0" 19 18' 6" 23 23'-5° G 26 F 9 10 6'-9 ^ 9'-0" 8._8" 27 G 17 12'-8" 19 29 G 19 8'-10" 8'-11" 27 G 17 16'-5" 31 G 21 23'-3" 34 23 E 12'-1" 21 8'-5" 8'-6" 19 15' 8" 24 22'-2" G 26 F 10' 11 6-2 " 8'-8" 8,4" 28 G 17 12'-1" 19 29 G 19 8'-5" 8--6- 28 G 17 15'-8" 31 G 21 22'-2' 34 24 E , 11'-6" 22 8'-1" 8'-2" 19 14'-11" 24 21'-2" G 27 F 11 12 , 5'-8" 8'-5" 8•_0" 29 G 17 11'-7° 20 11'-0" 29 G 19 8'-1" 8'-2" 29 ' G 17 5'-0" 31 G ^ 2124 21'-20,-3" 33 E . 22 7'-9° 7'-9" 20 14'-4^ G1247 F 12' 13' S'-2" 8'-1" 7,_8" 29 H 18 11'-1" 20 29 I i 20 7'-9" 7'-10" 29 F.I 18 14'-5" 30 H 22 20'-5" 24 E , 10'-7" 22 7'-2" 7' s" 20 13'-9" 25 19'-5^ 33 H 28 F 13 14' 4'-10" 7'-9" 7'-5- 30 H 18 10'-8" 30 I'I 20 7'-4" 7'-7" 30 H 18 13'-11" 30 H 2 19' �e,_9. 2 E 20 10'-2" 23 6,-8" 7,_3" 20 13'-3" 25 33 I -I 28 F 14' 15' 4'-6" 7'-6"7,-2" 31 I I 1 21 101-4"9' 31 li 2 6'-10" 7 -4" 31 H 1 1312'-10" 31 H 2 19 -08,_1" 2 E 10" 23 6 -3" 7' 0^ 20 25 32 H 28 F 15' . nc -mum a "V'"N srAUING UN tAISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED B' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING °' = F ~ No. C37948 . 3/31/13 / FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE 8 IFIF GURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 8 C. r/ DRAWN BY: E.N.2TOM DATE' 816/1012 CAMPBELL 8 ASSOCIATES, INC. LATTICE POST SPACING TABLE LIVE LOAD ° P O VERSYSTE A U1PM0 ERp 0186 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING f0, 20 690 I P" I DURALUM PRODUCTS, I� l(OlB)452-7021 REVISED BY: RANCHO CUCAMONGA, CA (851) 741-2107 AND ATTACHED HORR. WIND" 8288 ALPINE AVE., SACRAME ___j 100- 1 80 MP' 80.10D 6 110 MPH FAX 403-1518 1 10# L.L. 100 MPH FRFFSTANn A ATTAr.Hr=n rnpi=m I ,&TTIr`P DATInc 401 no i 11=00 cvo 0 0 ' cao MAX.COL. 3" SQ. STEEL BEAM I DBL. 3"x8"x.042"BEAM PATIO COVER SYSTEM AS MFG. BY: DBL.2"x6.5"x.032" OR 3"x8"BEAM ATT. MAX.POST MAX.POST BEAM 3"x8" BEAM ATT. MAX.POST w/INSERT DBL. EACH w/ •ATT. 3"x8" BEAM A 3"x8" STL. INSERT > MAX.POST FREESTAND ATT. MAX.POST FREESTAND FREESTAND FREESTAND FREESTAND ATTACHED m 3 SPACING ON SLAB SPACING (SPAN) SPACING (SPAN) SPACING SPACING FTG. FOR DBL FOR 3' x B' FTG SPACING MAX.POST FTG SPACING Do m �C'' pOST IN.�G' �C' p I ST FTG. MIN. FTG MIN. FTG MIN. FTG. MIN. (IN.) TYPE (IN.) (IN.) TYPE (IN.) 2'xB.5'x.032' BEAM (IN.) POSTTYPE (IN) (SPAN) (IN.) POST (IN) (SPAN) (IN.) POST (IN POST ) 4' 17'-0" 12'-0;,-6" 30 G 1516 19'-7181- 34 G 1719 13'-4;1,-0" 13'-103,1. 31 G 1617 25'-24,-0" TYPE 110 36 TYPE TYPE 212a 37 G 1 4.0. G B 4, 440 5 IT -7-10.9" 11'-2" 30 G 15 17'-6" 33 G 18 11'-11" 12'-5" 31 G 16 22'-9" 36 G 20 32'-2" 39 22 B , 17 16' 6• 20 9'-10" 11' 8' 18 21' 6' 22 30'-5" G 25 E 5 6' 11'-4" 10'-0" 10'-1" 29 G 16 16'-0" 18 15'-1" 33 G 19 10'-10" 1 V-4" 30 G 17 20'-9" 35 G 20 29'-4" 38 G 23 B , 21 9'-0" 1o' -B" 19 19'-7" 23 27'-s" 26 E 6 7 9'-8 „ 9'-11" 9,_7" 29 G 17 14'-10" 19 14'-0" 32 G 19 10'-1" 10'-6" 29 G 17 19'-3" 34 G 21 27'-2" 38 G 23 B , 21 8'�" 9'-11' 19 18'-2" 23 25'-8" 26 E 7 8' 8'-6" 9--6- =2" 28 G 1719 13'-113,-1• 31 C7 20 9 5" 9'-9" 29 (� 1719 18'-07,-0. 34 (� 2124 25' 2 37 G 2 27 B 8' 2 7'-9" 9'-3" -0. E 9' 7'-7" 9,_2" 28 G 17 13'-1 • 31 G 20 8' 10" 9' 3" 28 G 18 17'-0" 33 G 22 24'-0" 36 24 E a' -1o• zo 1r�• zz r-4• a' s• 20 1s' o" 2a 2r -a" G 27 F 9' 10' 6'-9" 8'-10" 8'-6" 29 G 18 12'-5" 20 11-8• 31 G 20 8'-5" 8'-9" 29 (i 18 16'-1" 33 G 22 2' 9" 36 G 25 E , 23 7'.0" 8•_3• 20 15'-2• 25 21'-6" 28 F 10 11' 6'-2" 8'-7" 30 H 18 11'-10" 30 H 21 8'-0" 8' 4" 30 H 18 15' 4" 32 H 2 21'8"2o'-6" 35 H 25 E 8'-1" 20 11'-2" 23 s'-8" 7'-11" 21 14'-6^ 25 8 F 11' 12' 5'-8" 8'-3" 30 H 19 11'-4" 30 H 21 7'-8" 8'-0" 30 H 19 14'-8" 32 H 23 20' 9" H 26 E 7'-9" 21 10'-8" 23 6'-4" 7'-7" 21 3'-10" 26-19'-7-135 29 F 12' 13' S'-2" 7'-11^ 31 H 16 10'-10^ 31 H 21 7'-5" 7'-8• 31 H 19 14'-1" 32 H 23 19' 11' 35 H 26 E , 7'-6" 21 24 6'-1" 7'-3" 21 13' 4" 28 16'-10" 29 F 13 14' 4'-10" 7'-7" 32 H 19 10'-6" 32 H 21 7'-0" 7'-5" 32 H 19 13'-7" 32 H 2 16 34 H 2 E 7'-2" 21 9'-11" 24 5'-11^ 7'-0" 21 12'-10" 26 18'-2" 29 rl6t�7-6-- T-4- 32 H 19 10'-1" 32 H' 22 6'-6" 7'-2' 32 H g 13'-2" !%j['--j2,-5, 32 H 2427 16 17'-6" 34 �-{ 27 6'-11" 22 9'-s• 24 5'-8• 6'-9" 22 12'-5" 0 * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED 8 SHT, 25 FOR FREESTANDING FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE B -fa FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. oNAL ~ No. C37948 X2.03131/13 DRAWN BY: E.N. DATE: BI5R012 TOM CAMPBELL & ASSOCIATES, INC. LATNCE POST SPACING TABLE LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: FI-- 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10.20 6 30 pd DURALUM PRODUCTS, INC. [9118),1152-7021 REVISED BY: RANCHO CUCAMONG& CA (851) 741-2107 AND ATTACHED HOW. WIND" 90, 100 8 110 MPH 289 ALPINE AVE., SACRAMENTO, CA 95828 SHEET 27 OF 33 10 N LL- 100 MPH FAX 400.1519 alwdtOuisWm.00m