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13-1022 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 13-00001022 Property Address: 80595 VIA TERRACINA APN: 777-260-011- - - Application description: PATIO COVER - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 7182 Applicant: Architect or Engineer: 00 01-'- �J � ------------------ LICENSED CONTRACTUR'S DECLARATION �i BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: JEFFERY EAGLE 736 SILVER SPUR ROAD PALO VERDES ESTATES, CA 90274 I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Clas C51 CS License No.: 937811 Date: Contractor. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury at 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 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant lU 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 Contractor: VALLEY PATIOS 37897 CHESTERFIELD STREET BERMUDA DUNES, CA 92203 (760)534-4634 Lic. No.: 937811 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 LTJ Date: 8/14/13 AUG 141013 cITY .pFLAoufuT. �6� -------------------------------------��.----- 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. X 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 SOUTHERN INS CO Policy Number PWC006609-13 _ 1 certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, Ohall forthwith comply with those provisions. V n Date: a Applicant: ov, WARNING: FAILURE TO SECURE RKERS' 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 coun to enter upon the above-mentioned property for spection purposes Date: Signature (Applicant or Agent): e LQPERMIT Application Number . . . . . 13-00001022 Permit . . . PATIO COVER 2013 Additional desc . . Permit Fee . . . . 95.81 Plan Check Fee . Issue Date . . . . Valuation . . . Expiration Date . . 2/10/14 .00 7182 Qty Unit Charge Per Extension 1.00 95.8100 EA MISC PATIO COVER, STD 95.81 ---------------------------------------------------------------------------- Special Notes and Comments INSTALLATION OF PATIO COVER 15' X 36' SQUARE FEET TOTAL OF PER APPROVED PLANS & 2009 IBC 2009 IRC 2010 CB&R CODE. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.-00 STRONG MOTION (SMI).- RES .72 Fee summary ----------------- Permit Fee Total Plan Check Total Other Fee Total Grand Total Charged Paid 95.81 .00 .00 .00 1.72 .00 97.53 .00 Credited Due .00 95.81 .00 .00 .00 1.72 .00 97.53 Bin # Qty of La Quinta Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # 3 — n Project Address: Owner's Name: E A. P. Number: Address: 73(P s�` moi✓ S k� Legal Description: City, ST, Zip: ntract r• Co o . G .a T 0 ele h ne: P Address: ( �� G Project Description: City, ST, Zip: j e.4 l ,Z� 73 6 G�fih 4' �r~ 176 tn�✓— Tele h n 0 P 760 S� — y6 3 ::>;>>:<::< t � i S X� State Lic. # 5 3 V1 f City Lic. #; Arch., Engr., Designer: Address: City., ST, Zip: Telephone: P :. ,...r......:..::..:;:.:...:r:.:::::;..:<;:. Construction Type: Occupancy: State Lic. #: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: Sq. Ft. 5Y6 # Stories: T# Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rcc'd WRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°° Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 3rdReview, 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 June 25, 2013 JEFFREY EARLE 736 SILVER SPUR RD ROLLING HILLS ESTATES, CA 90274 RE: Architectural Submittal for 80595 VIA TERRACINA Account #760802 Dear.Homeowner: .— The Management Trust MONARCH GROUP DIVISION The Architectural Review Committee for MOUNTAIN VIEW HOA has reviewed and APPROVED your architectural submittal for the installation of construction and landscaping, per all the plans submitted. per the plans submitted. The window accent color that has been approved is 'Acorn'. All work must be completed within 365 days from the date of this letter. ARC approval of plans shall not constitute a representation, warranty, or guarantee that such plans and specifications comply with engineering design practices or zoning and building ordinances, or other govemmental agency regulations or restrictions. The ARC shall not be responsible for reviewing, nor shall its approval of any plans or design, be deemed approved from the standpoint of structural safety or conformance with building or other codes. By approving such plans and specifications, neither the ARC, the Members thereof, the Association, any Member thereof, their Board of Directors, any Members thereof, or the Declarant assumes any liability or responsibility therefore or for any defect in the construction or improvement from such plans or specifications. As provided in the CC&R's neither the ARC, the Association, the Board of Directors or the Association or any Members thereof, not the Declarant or Developer shall be liable to any Member, Owner, Occupant, or other person or entity for any damage, loss or prejudice suffered or claimed on account of (1) the approval or disapproval of any plans, drawings, or specifications, whether or not defective, or (2) the construction or performance of any work whether or not pursuant to the approved plans, drawings, or specifications. Your patience and cooperation with the architectural review process is appreciated. If you have any questions, please contact the association at (760) 776-5100, Extension 333. Sincerely, On behalf of the MOUNTAIN VIEW HOA Architectural Review Committee Jamie Hansen The Management rust - Monarch Group Division Enclosures (1) cc: Board of Directors Unit File 39755 Berkey Drive, Suite A, Palm Desert, CA 92211 CONNECTING PEOPLETOTHE PROMISE PH: 760.776.5100 FAX: 760.776.5111 www.managementtrust.com r Earle Residence 80595 Via Terracina, La Quinta, CA 92253 #1 Master Bedroom remove existing window and side door add new french doors #2 Patio Roof add roll out awning #3 Side Yard add fireplace, paver patio with grass joints, aluminum trellis #4 Dining Room remove existing window add new french doors #5 Bedroom 1 remove existing window add new french doors #6 Side Yard Patio remove pavers add pavers w/ grass joints #7 Fountain remove existing add newer fountain #8 Front Entry add arched entryway #9 Exterior Walls jadd 3 ft stacked stone wall to North, West, South walls PL - -V PL PL PL 0 LPL PL PL Architectural projecticns (roof overhangs, AeM9AIJa chimneys, awnings, canopies, cantileverec window seats) may encroach a maximum of 2 feet into any required setback, but shall be not less than 3-1/2 feet from any pr perty line. (LQMC §9.5]160) aano:) of;ed poomewnly pasodo.id £SZZ6 VD 'ejulna e-1 euloea.jal e1A S6S08 aouappab ape3 CITY OF LA QUINTA BUILDING & SAFETY DEPT. F (i`� I ',I ' ? ��u�F * SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 6 1/2' SIDE PLATES. RAFTER SEE TABLE PA VER SYSTEM FG. BY: UPMO ERA Of O5 FORSIg OPEN LATTICE TYPES 10, 20 B x Pd AHD SPAONO SCALE: NONE REVISED BY: MAX PROD. STRUCTURES MAX PROJ. y,Qjf: THIS OPEN LATTICE -TYPE STRUCTURE SEE SCHEDULE MAY�T BE COVERED. BM ALPINE AVE. SACRAMENTO, CA OWN (ete)452•7021 FAxaa1s18..b.mal..IL.,Loole SEE SCHEDULE �Qti MAX. S O.H. O. LSX OF PAN C \ RAFTER SEE TABLE FOR SIZE \ T� MO SPACNO 6% OFO.M. !K Of 6P t l�� O O LENGTH OF STRUCTURE VARIE9 � O POST WITH SIDE PLATES 2< FT SEE DETAIL LENGTH OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- 3 Irr SLAB ATTACHMENT MAY BE USED WHERE POsr wTnL SIDEPLATES SEE DETAIL CHANGEABLE WITH ANY OTHER T ,G O COMPONTENT UNLESS OTHERWISE SHOWN. T s w'A, tr' sLUS rt 1 FoonHlG WHERE :EACH COMPONENT IS 11 ER. E WITH ANY OTHER '� Fr D WHERE PERMITTED. ED. WHERE PERAETTED. OPEN LATTICE -TYPE COVER BEE QED' FOR NT UNLESS OTHERWISE SHOWN. SEE SCHEDULE SCALE: NTS Nom. -THIS OPEN LATTICE- MAY COVE FOOTING INHERE REQUIRED. TYPE "E" ATTACHED SINGLE SPAN LATTICE STRU TYPE "F" ATTACHED MULTISPAN SEE SCHED. FOR FOOTING CUBE Sig LATTICE STRUCTURE I * ~ N . C37 NOTE: THIS OPEN LATTICE -TYPE STRUCTURE y p � EXP. MAY NOT BE COVERED. RAFTENFL rl TABLE SEE xSCd1R�' NOTE: THIS OPEN umc UC 1 E SMAX ��E AND SPACING MAYfQLBE COVE �� RAFTER SEE TABLE ?S MAX. O.R 0' 25% OF SPAN 1 C i-, Ai D Rsv 1►O 0. O.H. 7y� MA K ]Q 25%IL x OF PAN h= LENGTH OF STRUCTURE VARIES O Z ' CROSS -SE LENGTH OF STRUCTURE VARIES SEE POST OCT 3 /7 SLABEES POST POST DET NOTE: EACH COMPONENT IS INTER- MAY BE USED TO CONSTRAIN T CHANGEABLE WITH ANY OTHER �nT SEE SLAB lirAY COMPONTENT UNLESS OTHERWISE SHOWN. r DULE NOTE: EACH COMPONENT IS INTER- I3, E USED TO CONSTRAIN CHANGEABLE WITH ANY OTHER FOOTING, BEE SCHEDULE OPEN LATTICE -TYPE COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. SCALE NTS SEE SCM W. FOR FOOTING CUBE SIZE FOOTING WHERE REQUIRED SEE SCHED. FOR FOOTING CUBE Slg TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE -YPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE DRAWN BY: Er. TOM CAMPBELL b ASSOCIATES, INC. LIVE LOAD • PA VER SYSTEM FG. BY: UPMO ERA Of O5 OATS: t..rAl2 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING I OPEN LATTICE 10, 20 B x Pd DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: RANCHO CUCAMONGA CA (951) 741.21177 STRUCTURES HORLZ HAND a 00,100 A 110 MPHSHEET BM ALPINE AVE. SACRAMENTO, CA OWN (ete)452•7021 FAxaa1s18..b.mal..IL.,Loole 3 OF 33 ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ROOF PANEL SINGLE POST SEE SCHEDULE MAY BE USED FOR SPANS POST SPACIN WHERE PERMITTED. O. 'O.H ' NOT TO EXCEED 25% SEE SCHEDULE OF SPAN SEE DETAIL FOR SPLICE WHERE REQUIRED �S * SO. POSTS, SIZE VARIES Sff, * SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2- X 61/2' SIDE PLATES. SOLID PANEL TYPES ANG S ATTACHMENT CHANNEL SFyOT�U�V ALUMINUM SEE DETAILS — 1}/ f PRa� f L f� AR/fSROOF PANEL MIN. 015' SLOPE PER FT SEE SCHEDULE CnOIY FOR SPANS OPTIONAL- CANTILEVER SEE SCHEDULE FOR POST SPACING 3 1/2' SLAB ALTERNATE: I `� ATTACHMENT SINGLE POST MAY BE USED SEE SCHEDULE WHERE PERMITTED. SEE SCHEDULE MAX. HT.= 17 NOTE: NO SPLICE AT THIS POST AND A END BAYS.— FOOTING WHERE REWIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS II CHANGEABLE WITH MY OTI1E COMPONTENT UNLESS OTHEF TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE _ SO. POSTS, SIZE VARIES ALTERNATE: 3 1/Y SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHEREREQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE 1/2 x 9' STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE -� \ POgTSP ,t SO. POSTS, SIZE VARIES Sff S\ i >HfPRaf �'C—OPTIONAL' CANTILEVER BEAM SEE SCHEDULE FOR SPACING ,O'H � SP N 3 11T SLAB ALTERNATE: T ATTACHMENT SINGLE POST PATIO R : MAY BE USED SEE SCHEDULE INOTEIO POST SPACIN WHERE PERMITTED. _S P T SPACING SEE SCHEDULE SPLICE AT THIS POST AND AT END BAY WHERE REQUIRED SEE SCHEDULENOTE: ?S% OF Sp IMAXT.=12' OOTING CUBE SIZE EACH COMPONENT IS INTER- SINGLE POST CHANGEABLE WITH ANY OTHER _I I COMPONTENT UNLESS OTHERWISE SHOWN. "B" ATTACHED MULTISPAN W/CANTILEVER OPTION 1Tw� EXP.w1b� F PANEL MIN. 0.25 SLOPE PER FT. SCHEDULE FOR SPANS 0 NOT TO EXCEED 25% OF S OF SPAN 11 OPTIONAL: CANTILEVER BEAM SEE DETAIL FOR SPLICE T OPTI NAL: CANT E SEE SCHEDULE FOR PATIO R : SPAC//yG SEE SCHEDULE FOR POST SPACIN SO. POSTS, SIZE VARIES/fps„ _S P T SPACING DURALUM PRODUCTS, INC. 1(916)462-7021 , '2 O.H. S% ALTERNATE: ?S% OF Sp SHEETOF 33 3 11r SLAB SINGLE POST _I MAY BE USED SEE SCHEDULE SPLICE AT THIS AT END BAYS. TO CONSTRAIN NOTE SPLICE A THIS FOOTING, SEE POST D AT END BAYS. SCHEDULE FOOTING WHERE REWIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - 1/2 x 9' STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/CANTII FVFR OPTION DRAWN BY: E.N. TOM CAMPBELL d ASSOCIATES, INC. LIVE LOAD • PATIO R : lAPMO EiM Ott13 DATE:E10)01/2012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERIN61 STRUCTURES SOLID PANEL10, 20 A 30 pd DURALUM PRODUCTS, INC. 1(916)462-7021 , '2 REVISED BY: RANCHO CUC�AMONDA, CA (%1) 741-2107 �o `II � � �70 AVE.. SMO. G DSE20 SHEETOF 33 _I FAX 4OCL161Y mIw®dvWn.rom RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C 2' X 6 1/2' RAFTER DBL. 2' x 6 1/2' RAFTER r <m 90 MPH 100 MPH 1 110 MPH LL= T 90 MPH 100 MPH 110 MPH r r PSF) (IN J MAXx EXP. a EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) °� 6 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 16' 12'-0• 10'-7' 10-9' 9'-8" 9'-9• 8'-8' 16' 16'-10' 14'-10' 15'-2' 13'-4' 13'49' 12'-2" e A4 032 .024 14' 8' 14' 8' 14'-0' 14'-0' 14' 8' 13'-1' 19' 8' 19 8' 19'-8' ex :ar F037--.024 .024 e.s .ar 9'-10' 8'-0' 8'-10' T-9' 8'-1' T-1' t3'-9' 17-2' 174' 11'-0' 11'3" 10'-0' 24' 11'-9• 11,-9' 11'-9' 11,-9' 11'.9• 10' 8' 24' 18-1' 18'-0' 14'-1' 14'4' 17-0' 13'-1' 11'-0' 22'-6' 19'-10" 20'-3' 17'-9' 184' r. a RAFTER r ■ e trr RAFTER OeL. r : e lir RAFTERS 16' 18'-6* 18'-0' 18'$' 18' 6' 18'-6' 1 T-6' 1 B' 28'-0' 26`4r 26 -0' 28-0' 26'-0" 24'-r ALUM, ALLOY 30D411Je ALUM. ALLOY 30044.4 ALUM. ALLOY 3004- M 10 .032 10 .032 OR EQUAL OR EQUAL OR EQUAL 24' 13'-1' 11'-T 11'-9' 10'4• 10'$' 9'-0' F24- 18'4' 1 �'-3' 18'-r 14'-r 15,-J, 13'3' * SEE NOTE BELOW *SEE NOTE BELOW 15.1 • 15.1 • 15 _1 • 15.1 • 15'_1 • 14.3• 21'_1• 21'_2• 21 _2• 21 -2• 21 -2• 20 _1 0'-10' 18'-0' 18'-9' 16'-r 1 T-1' 15'-1' 29'-8' 26'-0' 26'-0' 23'-3, 24'-1" 21'-2" _ 3"x 8' RAFTER 042k 22'-2• 27-2' 22'-2' 22'-2' 22'-2' 21'-2' 042 16' 31'3' 31'-3' 31'3' 31'-3' 31'-3' 10" -T• W, 90 MPH 100 MPH 110 MPH 1T-1' 15'-1" 15'-4' 13'-7" 14'-0' 12'3' 24, 24'-1' 21'•2• 21'-8' 19'-1" 19'-0' 1T3' (IN.) �� EXP. 8 EXP.0 EXP. B EXP.0 EXP. B EXP.0 18'-2' 18'-Z• 18'-2' 18'-2' 18'-2" 1T4' 25'-T 25'-7' 25'-r 2S -T 25-7' 24'4• 16' 23'-0' 20'-3' 20'-0' 18'-2" 18'-9' 16'-7' 18, 12'-0• 10'-r 10'-9' 9 -6' 9'-9' 8'•8' 16, 16'3' 14'-10' 15'-2' 13'4' 13'-9' 17-2' 26'-10' 26'-10" 26'-10' 28'-10' 28-10' 25'-1' 12'-0' 12'-0' 17-0" 12'-0• 12'-0' 11'-T 16'-3' 18'-3' 16'-3* 16'-3* 183" 15'-9' 10 0i2 18'-9' 16'-7' 16'-10' 14'-10' 15'4" 13'-7" 024 9.-9. 8'-8' Flo, r-9* 8' 1' 7,-1' 024 13'4' 12'•2' 1Z4' 11'-0' 11,-3' 10'-0' 24' 22'-0' 22'-0" 27 0' 22'-0' 22'-0' 20'-0' 24' 9 9" 9' 9' 9' 9" 9'-9" 9' 9' 9' 6' 24' 13'4' 13'4' 13'4' 13' 4' 13' 4" 17-10 16" 22'-r 20'-3' 20'-8' 18'-2' 18'-9' 16'-7' 16 15'-3• 14'-1' 14'4• 12'-8' 13'-1' 11'•8• 18, 21'3' 19'-10' 20'-3' 17'-9' 18'4' 16'-2" 20 .042 2r-2' 22'-2' 22'-2' 22'-Z' 22'-2' 21'-0' 20 .032 15.3" 15 -3' 15'-3' 15.3' 15'-3• 14'-9' 20 .032 21' 6' 21 6' 21 6' 21'-0" 21' 6" 20'-9' 24' 18'-2• 16'-7' 16'-10' 14'-10• 15'4" 13'-7' 24, 14'-1• 11'-r 11'-9' 10'4' 10'-0' 9'-6' 24, 1T -r 16'3• 16'-7• 14'-r 15'-1' 13'-3' 18'-2" 18'-2" 18'-2' 18'-2' 18'-2' 1T-7' 12'-0' 17-0' 12'-6• 12'8' 12'-8' 12'-1' 1T -T 1T -T 1T -r 1T -T 1T -T 1T-0' 16" 19'4• 19'4' 19'4• 18'-2' 18-9' 16'-r 16, 18'4' 18'4' 18'4• 16'-7' 1T-1, 15'-1' 16' 5'-10' 25'-10' 25'-10' 23'-3' 24'-1" 30 .042 19'4' 19'4• 19'4' 19'4' 19.4' 18'-10' 042 18'4" 18'4' 18'4• 18'4' 18'4, 1T-9" 042 25'-10' 25'•10• 25-10' 25'-10' 25'•10' 25'-1' 15'-10' 15'-10" 15'-10' 14'-10" 15'4• 13'-T 15'-1' 15'-1, 15'-1' 13,-r 14'-0' 12'-3' 21'-2' 21'-2' 21'-2' 19'-1' 19•-8" 1T-3' 24' 15'-10' 15•-10 15'-10' 15'-10 15'-10' 1 '-0' 24" 15'-1' 15'-1' 15'-1' 15'-1' 1S•1' 14'•r 24" 21'-2' 21'-2' 21'-2' 21'-2' 21'-2' 20'-0' 10'-0' 10' 8' 10 -0" 9 6' 9 -9' 8'-0' 16, 14'-2' 14'-2' 14'-T' 13'4' 13'-9' 12'-7 * NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY At 16' 10 8• 10 8• 10'-0' 10' 6" 10'-0' 10'-r 14'-2' 14'-2• 14'-r 14'-2' 14'-2' 3'-10' 32" O.C. WHEN DOUBLED AND SINGLE 24 .024 24' O.C. MAY BE USED AT 48.O.C. WHEN 0 �FtAY C 24' 8'-r 8'-r 8'-r 7'-9' 8'-1' T-1' 24, 11'-0" 11'-8" 11'$' 11'-0" 11'3' g•_7• g .7• g _7• g _7• g•_7• 8'4' 11 •-8• 111-8" 11'-0" FOOTNOTE: 'SAMPLE' 13'-3• 13'3• 13.3' 12'-8' 13'-1' 11•-6' 18'-8" 18'•8• 18'-8' 17'-9" 18'4' 18'•2" a rn p 16' 13'•3' 13'3• 13' 3' 13'3' 13'3' 13'-0' 16" 18--e ' 8' 18' 8' 18' 8" 18' 8' 18' 8' 18'3" FIGURE INDICATES 03 30 .032 ATTACHED 10'-10' 10'-10' 10'-10' 10'-4' 10'-8' 9'-6' . 15'-3' 15'3' 15'-3' 14'-T 15'-1' 13'-3' FIGU r Tit 379 24" 24' fl— FREE NC P 03131 10'-10• 10'-10' 10-10• 10'-10' 0'-10" 10' 8' 15'3' 15'3" 15-3' 15'3' 15'3' 15, 16'-1' 16'-1' 16'-1' 18'-11 16'-1- 15'-1' 27-T 27-r 22'-T PROJECTION '9 2 16' 16'•1' 18'•1' 16'-1' 16'-1, 16'-1' 15'-0' FO4 16' 27-T 2r -T 27-r r -r -T -0' O.H. C r A 1 24' 1313 1317 131 i .9. 1313 :2' 1313 ,9. 12'?' 9• 24, 18'-6' 18•-0" 18'-6' 18'-8' 18'-6*8'-8' 1 h RIBUTARY TRIBUTARY= �pTM trz SPAN . o.H. • NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: E.N. TRIBUTARY WIDTH TABLE 0 WRR SYSTEM AS MFG. DURAL PRODUCTS, INC. - CLEAR SPAN (FT.) COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING O.H. 6 7 8 9 10 11 12 1 13 14 1 15 16 17 0 3 4 4 5 5 6 6 7 7 8 6 9 1' 4 5 5 6 6 7 7 8 8 9 9 10 2' 5 6 6 7 7 8 8 9 9 10 10 11 3• _ 7 7 8 8 9 9 10 10 11 11 12 4' _ _ _ 9 9 10 10 11 11 12 12 13 R. _ _ _ _ I _ 11 I 11 12 1 12 1 13 1 13 14 DRAWN BY: E.N. TOM CAMPBELL 6 ASSOCIATES, INC. LIVE LOAD " 10, 20 d 30 0 WRR SYSTEM AS MFG. DURAL PRODUCTS, INC. IAPMO ERM 0195 DATE : NONE SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RAFTER SPANS D - ��E AVE., G 9552¢ IN REVISED BY: RANCHO CUCAMONG . G (951 741-2107 > 90100 d� M 403.151AFMO. (Ste>4e2.7021 FAx4o3.1stu MI�dvMRn.oam SHEET 7 OF 33 MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER POP ATTAr:NFn APIs FRr-F=CTAmnwr, eni in r%nvmoc FOOTNOTE: 'SAMPLE' FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING FAN BEAM FAN BEAM (19'-0' MAX SPAN) r 3FLLIGHT HEADER i ND/ T=.075' 2 /r yRE TYP. AN" FAN BEAM ALUM. ALLOY 6063-T6 FAN TOM CAMPBELL 6 ASSOCUTES, INC. .1 At%Lt 7 LIVE LOAD PATI COVER YSTEM AS MF . BY: 21/2• EW 0195 ]E: 2012 EXTRUDED AND 3"x8" WITH 2 TABLE 2 STEEL INSERT HEADERS #12 S.D.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HEADER NUMBER OF NO. 14 TEK OR SMS SCREWS �o 6269 ALPINE AVE. 9ACRAMEMO, G 96BI6 (2) 2"x6 Y2" AND 90 MPH 100 MPH (915) 462-7021 FAX 403-/519 nMa�Etrnm.00m WALL HANGER, 3"x8" AND EXP. B 1 EXP. C EXP. B EXP. C 6 72" ROLL FORMED HEADERS 5'2 2 2 2 2 STEEL HEADERS 3 2 2 2 3 NUMBER OF NO. 14 TEK OR SMS SCREWS PER FOOT OF HEADER LENGTH 3 6' r NUMBER OF NO. 14 TEK OR SMS SCREWS m 3_,--- 2 3 3 3 m � _ PER FOOT OF WALL HANGER AND HEADER 3 LENGTH 3 90 MPH 100 MPH 110 MPH 90 MPH 100 MPH 110 MPH P. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 2 3 3 3 5' 3 3 3 4 4 5 5, 2 3 3 3 3 4 4 9. 3 33 3 4 4 4 4 4 5 3 4 4 4 2 4 3 3 4 10' 3 33 4 6, 3 4 4 4 4 5 5 2 3 3 4 3 4 3 4 4 5 3 4 4 5 5 11' 6 6, 4 3 5 4 3 4 4 4 5 5 7' 3 4 4 5 5 6 —4P---5 7 3 3 3 4 4 5 4 4 5 55 5 6 6 7 5 6 3 13' 44 5 4 5 5 6 8'4 5 5 6 5 7 8' 3 4 4 5 4 6 46 5 7 6 8 4 5 4 6 6 7 9- 45 5 6 6 8 9 3 4 4 5 5 6 5 6 6 8 7 9 4 5 5 6 67 10 5 6 6 7 7 9 10' 4 5 5 6 5 7 5 7 7 8 8 10 4 6 5 7 6 8 11' S 6 6 8 7 9 11. 4 5 5 6 6 8 6 8 7 9 9 11 5 6 6 7 7 9 12 5 7 7 8 tl 1 12� 4 6 5 7 6 8 6 8 8 10 9 12 5 7 6 8 8 10 13'[6E67 6 7 7 9 7 q o FOOTNOTE: 'SAMPLE' FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING FAN BEAM FAN BEAM (19'-0' MAX SPAN) r 3FLLIGHT HEADER i ND/ T=.075' 2 /r yRE TYP. AN" FAN BEAM ALUM. ALLOY 6063-T6 Y FAN BEAM FAN TOM CAMPBELL 6 ASSOCUTES, INC. TABLE 3 LIVE LOAD PATI COVER YSTEM AS MF . BY: 21/2• EW 0195 ]E: 2012 EXTRUDED AND 3"x8" WITH 2 /2' STEEL INSERT HEADERS #12 S.D.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HEADER NUMBER OF NO. 14 TEK OR SMS SCREWS �o 6269 ALPINE AVE. 9ACRAMEMO, G 96BI6 PER FOOT OF HEADER LENGTH 90 MPH 100 MPH (915) 462-7021 FAX 403-/519 nMa�Etrnm.00m 110 MPH EXP. B 1 EXP. C EXP. B EXP. C EXP. B EXP. C 5'2 2 2 2 2 3 2 2 2 3 3 3 6' 2 2 2 3 3_,--- 2 3 3 3 33 4 7' 2 3 2 3 3 4 2 3 3 4 3 4 8' 2 3 3 3 3 4 3 3 3 4 4 5 9. 3 33 4 4 4 3 4 4 4 4 5 10' 3 33 4 4 5 3 4 4 5 5 6 11' 34 4 4 4 5 3 4 4 5 5 6 3 4 4 5 55 6 12' 4 5 5 6 7 13' 3 4 4 5 5 Y FAN BEAM FAN TOM CAMPBELL 6 ASSOCUTES, INC. LIVE LOAD PATI COVER YSTEM AS MF . BY: 21/2• EW 0195 ]E: 2012 [COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEEWNO MINUMUM 2 /2' #14 x 3 1/2' S.D.S. SCREW AT BEAM #12 S.D.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL E.N. TOM CAMPBELL 6 ASSOCUTES, INC. LIVE LOAD PATI COVER YSTEM AS MF . BY: EW 0195 ]E: 2012 [COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEEWNO MINUMUM to, 20670 pd OURALUMPRODUCTS,INC.IAPMO NONE REVISED BY: RANCHO CUCAMONOA, G (961) 7414107 REQUIRED COLUMNS NORIZ WIND . 90, 100 d 110 MPH 6269 ALPINE AVE. 9ACRAMEMO, G 96BI6 SHEET OF 33 (915) 462-7021 FAX 403-/519 nMa�Etrnm.00m COLUMN / POST TYPES & SURFACE MOUNT ATTACH MAX. HEIGHT = 10' �J/ F-3 I 2 MAX. HEIGHT C = 3.00"SQ. r-3-1-2 24" T 1oSMSt(3.00"SQ. 032' A4 DE � _..11.Oct— I 6.5' 3. 7-V ji .o4e. I` ' .032• TYP• 'S' O5/8' PLASTIC PLUG N .28- 3' SQ. ALUM. POST 3" SQ. ALUM. POST - O I WI_T-H,SIDE`PLATES DT _ \I ALUM. ALLOY 3004-H38 " Sq. STEEL POS ALUM. ALLOY 3004-H38 ALUM. ALLOY 3.00" OR 6063-T6 - *— 2.40"— -r 1.375" 75" 1.60" 1.5 INSTALL 1 ' x 1 ' z }6' MDG 1 .090" TYP. WASHER PLATE AT ANCHORS FOR 110 MPH ALUM "T" BRACKET r ~ Nn ra79" EXP. 03/31/I� (i 7/16.0 HO FOR 3/8' ASTM GRADE 36 STEEL INSTALL 1Y.' x 1 4' x Ya* HOG WASHER PLATE AT ANCHORS .157' TYP. FS 3' T ONLY (12- 5/18.0 STEEL "T" BRACKET MENT DETAILS :0!]' 3.00` SQ. i Q 'EEM._ O O IMAG POST 3" SQ. ALUM. POST TALUM. ALLOY 6063-T6 =4'SQxt=.1 =4'SDxt-.2 3.0` OR 4.0' SQUARE STEEL POST ASTM A500 GRAD I 2 FLANGES 2 1/8' APART f BASE FLARES TO 3'WIDE EA. SIDE OF FLANGES (i 1-7/16'0 HOLE & 2-3/8' HOLES TYP. EA SIDE T=.060" TYP. \ co ALUM.ALLOY 6063-T6 "H" BRACKET (4) -SDS 25412 I #14 SDS, 3 PER SIDE I 3' x 8" ALUM. RAFT. BRACKET 3' x 8" ALUM. HEADER HEADER BRACKET n 0 DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES. INC. LNE LOAD " PATIOS . 8 UWMO ERf Ot96 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINE COLUMN / o 3 90 pd ' t0, 20= OURALUM PRODUCTS, INC. � SCALE: NONE SCALE: NONE REVISED BY: RANCHO CUCAMONGk CA (051)741-x107• ppgT TYPES NORIZ WIND " I 80.1008 110 MPH SM ALPINE AVE.. SACRAMENTO. CA 116826 (916)462-T02t FAX403-1319 sdes�EurWntoom SHEET 8 OF 33 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 _1.50 N vi .'�' .281' b WALL FASTENERS ALUM.ALLOY SEE TABLE 6063-T6 1.75 O 0605 O ROLLFORMED HANGER EXTRUDED HANGER CHANNEL A34 FRAMING ANGLE SEE TABLE FASTENERS, SEE TABLET R.F. OR EXT. HANGER CHANNEL, 2X OR 3X RAFTER BRACKET. WHERE ALLOWABLE PROJECTION EXCEEDS 16', ADD A34 FRAMING ANGLE EA SIDE OF RAFTER (2 PER RAFTER TO BLK'G) ALUM. PANEL 2X OR- 3xALUM. RAFTER .lI SIL FASCIA BOARD --/EXIST. EAVES, RAFTER ALLOWABLE PROJ. EXISTING EAV SEE TABLE BELOW OVERHANG (24' MAX.) EXISTING EAVE CONNECTION 02 WALL FASTENERS SEE TABLE .25'R o $14 SMS Q PANEL LOCKS OR 88 SMS AT EA CONTACT WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED CONTINUOUS ROOF PANEL (WHERE OCCURS) LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 I LL=30 ALUM.ALLOY A B B C D D E E t F 6063 -TB /14 SMS ® EA CONTACT 110 WALL CONNECTION 1O #14 SDS 2.740• @ 8' O.C. T=.060' - IWALL FASTENERS SEE TABLE SEE PAGE 33 FOR AL%6 OY APPROVED ROOF PANEL I.R. HANGER O 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. WIND SPEED (MPH) AND EXPOSURE 90, C 100, C 110, C LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 I LL=30 90 A B B C D D E E t F 100 A B B C D D E E F 110 A 8 B C D D E E F A DESCRIPTION OF LAG SCREW SEE NOTE BELOW .. OC A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX. wzpz B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX.' w a C=SDS25412 AT EACH STUD, 16' O.C. MAX. ww cn 0=3/8.0 x 4' LAG SCREW AT EACH STUD LLNIL F 'E=3/8.0 x 1 1/8' AT 16' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 26'0" 'F=3/8'0 x 1 1/8' AT 12' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 26'-0' 'HILT] QUICK BOLT STAINLESS STEEL SEE NOTE 26 SHEET 1 EXIST. RAFTER p " ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) WIND SPEED (MPH) AND EXPOSURE 90, C 100, C 110, C 2' x 4'18' FULL 24' O.C. NOTE: PROVIDE WATER 19 -2" 15'-3" 12'-4" 24' 12'-8' 9'-10' A 2• x 6"18*24' NOTCHED .. OC TYPICAL BRACKET AT EVERY 2x 26'-0" 22'-2' 18'-1• 24• 18'-8' 14'-9' 11'-10' 2'x8" FULL OR 2k8' NOTCHED 24.O.C. DECK/RAFTER SPAN TABLE EAVE LENGTH 26'0" 26 -0' 26'-0' 24• 18'-8' 22'-9" 18'-7' 2•x8• FULL OR 2'x10' NOTCHED 24' O.C.is" 26'-0' 26'-0' 26'0" 24' 26 W 26'-0" 24'-4' NOTE: (A) MAXIMUM ALLOWABLE DECK / RAFTER SPAN AT 110 MPH, EXPOSURE 8 IS 10'-7'. (E) 2x4 RAFTER OVERHANG NOT PERMITTED FOR 110 MPH, EXPOSURE C WIND LOADS. 1. EXISTING ROOF OVERHANG DESIGN LOADS: RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20 6 30 psi 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1,200 psi. 3. ALLOWABLE DECK / RAFTER SPANS ARE BASED ON RLL = 10, 20, d 30 psi 1 Ir- No. C37" �tmp. =I/ 1OX L.L.=(2)114 SMS EA. SIDE p " 1 1R' 20#/30#LL.=(2)#14 SMS EA. SIDE o U -BRACKET VER TEM F . BTE: -- 1 1/4• OR 1 1/2" NOTE: PROVIDE WATER PROTECTION METAL FLASHING CAULK JOINT'S AND SLOPE I 2' x 6 1 /2' OR TO DRAIN S MIN. 3'x 8• ALUM. r— RAFTER TYPICAL BRACKET AT EVERY 2x I 6280 ALPINE AVE, SACRAMENTO, CA 06626 FAX 403-1619 �dl"kmLwm 3/4' OR 1 1/2' FOR SPAN SEE ALLOWABLE \ `EXISTING WOOD STUD FRAMING DECK/RAFTER SPAN TABLE EAVE LENGTH ae OR as LEDGER L— 2 EACH 19'0 x 331/' LAG SCREWS Ll =10 pd PIS2 EACH 7/16'0 x 3-1/P LAG SCREWS L1.=20 AND 30 pd (3)•A E/!' WS. }R74x1 314. (2' MIN. PENETRATION INTO EXISTING PATIO COVER WOOD STUD) NOTE: USE LEDGER WHERE RAFTER SPACING EXCEEDS EXISTING STUD SPACING NOTE: PLACE'SIKA FLEX* OR SIMILAR NOTE: BRACKET SEE till FOR ATTACHMENT MAYBE MOUNTMATERIAL BETWEEN BRACKET AND COMP. W SHINGLE ROOFING TO PROVIDE SEAL BELOW RAFTER I RAFTER TO SAME CONNECTIONS. WALL CONNECTION O O BRACKET CONNECTION BY:EN• TOM CAMPBELL b ASSOCU\TES, INC. HANGER CHANNEL LAVE LOAD •PATIO VER TEM F . BTE: V1PAq ER/ O10S jg�AWN 1dOt/JOtt SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING to, 20 630 pd DURALUM PRODUCTS, INC. 1(915)46-7021 REVISED BY: RANCHO CUCAMGNGA, CA (96 1) 741-2107 ATTACHMENTS HORIZ WIND • 90,100 6110 MPH 6280 ALPINE AVE, SACRAMENTO, CA 06626 FAX 403-1619 �dl"kmLwm SHEET 9 OF 33 COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS ALUM.TMRACIET USE WITH T BRACKET I POST TYPE BA.D. OR E I STEEL POST ONLY: USE WITH USE POST TYPE (3)&B-0 BOLTS 2 #112 POST W/ POST B.C,D .F.G,H.J OR K F. G. H. J OR K FOR POST TYPE J 3'SO. POST[—(2)-1/4-0 SIDE SMS EA SIDE OF POST OR 3' �' POST USEALUM.T'SRACKET: 1/4' M.B. THROUGH USE(2+31VBOLTS ORE L } 1208 ANLL OTHER POWERS WEDGE- sEE NOTes BELow �OR �n K FOOTING N EM D. I I CONDITIONS BRACKEITOTO SLAB.I IA' EACH BOLTS*MINIMUM DISTANCE TO EDGE OF SLAB - 4' OR TO CRACK = 10' (1 �' MIN. EMBEDMENT) SLABD C ALL BE IN GOOD CONDITION 3 12' MIN. ATTACHED ALTERNATE FTG. CUBE SIZE SO. 18' DEEP 'CUBE FTG. 18' 18' so. 12• 20' 21' SQ. 12' 22' 25' SQ. 16' 24' 28' SQ. 20' 26' 32' SQ. 1 23' 28' 35' SQ. 25' 30' 39' SO. 28' 3r 43' SQ. 30' U. 4r SQ. 37 36' 51' Sq, 34' 38' 55' SQ. 3r 4(r 60' SQ. 39' 42' 64' SQ. 41' 44' 69' SQ. Q. CUBE FOOTING W V SUB z X* EMBEDMENT DEPTH FOR KWIK BOLTS) A POURED CONCRETE FOOTING SEE NOTE SCHEDULE IN BEAM BEAM SPAN TABLE 3' SQ. POSTS TO CONC. FOOTING ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS890SEMBED. T.O.C. WELDED STEEL BASE PLATE 23' 6 24' CUBED (2)-12.0 3 1/4' 25'- 30' CUBED (4)-12'0 3 1/4' 31• - 34' CUBED (4}5/8'0 4' 35' - 39' CL,BED (4)-W4'0 4 3/4' 4!I" - 4-" CUBED (4)-V4.0 4 3/4' NOTES: BOLTS SHALL BE HILT KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED INSERT X.188 ASTM A36 STEEL INTO FOOTING 9 1 12' t t2• 90 MPH T.O.C. WELDED STEEL BASE PLATE NOTES: BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 1. DO NOT ALUM. TrTH r SQ x 5/8' B, C, D• F, G, 8 H BRACKET T W axe BEAM FREESTANDING' � nSEATSMACBEMI,4 OR US01 ASTM A572 STEEL ( 12'OM.B. L�:• w W 3118 LONG, 1' • N 18 DEEP FROM END• 1'�:: ;• W p m STEEL PER I.C.C. ESR -1917 OR EQUAL OF POST ;tib :'.,'.' z 3* SO. POST(STL) OR FLUTED - - POURED SQUARE, SEE FTG. OR 4• SO. POST (STL.) CONCRETESCHEDULE IN BEAM IN FOOTING SPAN TABLE SQUARE POST EMBED PL.&B'THK. INSERT X.188 ASTM A36 STEEL INTO FOOTING 9 1 12' t t2• 90 MPH 100 MPH WELDED STEEL BASE PLATE NOTES: BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 1. DO NOT ALUM. TrTH r SQ x 5/8' B, C, D• F, G, 8 H BRACKET T W axe BEAM FREESTANDING' � nSEATSMACBEMI,4 OR BASE PLATE ANCHOR 2. POST TYPE E BA E PLATE ANCHOR BOLTS (SIZE & TYPE) INSTALL WASHER LH ATF 2'XX*X5X*AT 5'-0' SQ x STEEL T BRACKET. 18 DEEP (4)- 3/4.0 HILT] KWIK BOLT TZ STAINLESS 9'x9 x SIB' STEEL PER I.C.C. ESR -1917 OR EQUAL 3. POST TYPE F DO NOT USE STEEL T BRACKET W/r I -BEAM. (4 3/4' EMBEDMENT DEPTH) ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH 100 MPH 110 MPH WIDTH EXB&C EXB&C EXB&C 10' OR LESS 3'-4" SQ x 3'-6" SQ x 4'-0" SQ x 18" DEEP 18" DEEP 18" DEEP 20' OR LESS 4'-0" SQ x 4'-7" SQ x 5'-0' SQ x 18 DEEP 18 DEEP 18 DEEP l��c�t.%aAY C37M 03/31/H DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. COLUMN LIVE LOAD • SYSTEM AS MFG. BY: VIPI40 ERN 0195 DATE t60t20t2 COM ERCIAL AND Ftr:w*NTiAL STRUCTURAL ENGINEERING SURF L40UNT 10, 20830 Pd IPATIOCOVER DURALUMPRODUCTS,INC. SCALE: NONE REVISED BY: RANCHO CUCJIMONOA, CA (951) 7!14107 AND EMBEDMENT HOR2 WIND" 90, 100 8 110 MPfI 8289 ALPINE AVE., SACRAMENTO. CA 96620 (918)462-7021 FAX403.1619 alwodurshm.mm SHEET 10 OF 33 HEADER BEAM TYPES & ATTACHMENT DETAILS I .61' Z.00" 1 + 179• SPLICE WHERE OCCURS TOM CAMPBELL 8 ASSOCIATES, INC. Cn � 0 COVER SYSTEM AS MFG. 8 DURALUM PRODUCTS, INC. IAPMO ERN 0195 2.5r 2.1s T_ 4.8- HOR2 WIND • 2.08" —r 2.04' M. TYP. REVISED BY: .038" R.F. GUTTER z.r FASCIA -ALUM. ALLOY 3004-H36 O ALUM. ALLOY 6063-T6 O 6.5" ROLLFORMED 4.5" GUTTER r W-1 WHERE WHERE 4• 070 TYP. ALUM. ALLOY 6083 -TB 4" I -BEAM O 4" < SPLICE WHERE 1� OCCURS r110" TYP. \ ALUM. ALLOY 8063.78 O G 7" I -BEAM SPLICE WHERE OCCURS TYP. ALUM. ALLOY 6063-T6 MAG. GUTTER SPLICE WHERE OCCURS ALUM. ALLOY OUM MAG BEAM tAY�i q y 2, 6.5• C37948 'tk .o2a• .032" .042" ALUM. ALLOY 3004+138 OR EQUAL J 2 x 6 RAFTER s 3'3' 3• �----� e' �-- MAX. x � 3' � .042" + .042" 1 1 .042' +iso l ALuia. ALLOY 3oaa+ae _T ALUM. Bo04406 ) OR EQUAL OR EQUAL WLL ALUM. ALLOY 3004H36 L , OR EQUAL � - 3 x 8 BEAM W/ STL. INSERT DBL. 3 x DBL. 3 x 8 BEAM t�N W/ DBL. 3 x 8 STL. INSERT 3.00" SQ. ZR. ASTM A653 GRADE 40 O3" SQ. STEEL BEAME MAX. 2• B.s 032• :[ ALUM. ALLOY 3004H38 OR EQUAL J DBL. 2 x 6.5 BEAM �5• T + 12 OR 14 GAL 7.8 5" ASTM A6W GRADE .A0 L I 8 --1 2.875" 1-1 3x8BEAM O STEELINSERT 8.0• 1 ALUM. ALLOY 3004-H38 OR EQUAL O K 3x8BEAM 375" T + 0.125• 6.658• ALUM. ALLOY 0061 -Te .375" ��i++� 7" I -BEAM "V" O SPLICE / INSERT DRAWN BY: E.N. DATE: 10MI12012 TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD + 10, 20 8 b pd 0 COVER SYSTEM AS MFG. 8 DURALUM PRODUCTS, INC. IAPMO ERN 0195 SCALE: NONE ki11 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TYPES HOR2 WIND • 8269 ALPINE AVE.. SACRAMENTO. CA 95M I REVISED BY: RANCHO CUCAMONGA, CA (951) 741,2107 90.100 a 110 MPH Isle) 462.7021 PAX 4os1e1e sale.®aur.wm.00r, SHEET 11 OF 33 ORATIVE FASCIA OR HARDSORD ) �. 4414 x 12' S.M.S. EACH SIDE OF 3' SQ POST (8 -TOTAL ALTERNATE: 1/4'0 (8-TOTAL) WI WASHER E0. SIDE OF 3' SO. POST ,mow i0l� 235' F-1•/ X SO. POST 4-814 x 1R' S.M.S. EACH SIDE OF 3' Sp.POST (&TOTAL) ALTERNATE. 1/4.0 T WI WASHER EA SIDE OF 3" SQ. POST 3.00- 3' SQ. POST OR .240 GUTTER FASCIA MAG BEAM 3' SO. POST 3'SCI. STL. BEAM 13 ALUM. ALLOY 3105-H25 1___�-�_•_50"� 1.50" .28" I 2" r .018" P2 1 1/2" SQ. OR 2" LATTICE TUBE f ALUM. ALLOY 3105-H25 28" �j 2n 1 L " 2"x3' LATTICE TUBE V P1 BEAM TO POST CONNECTION DETAILS " x 8" x .042" BEAM, " SQ. STEEL OR IAG BEAM. @ 90 MPH - USE (4)-#14 SDS @ EA SIDE TOP & BOTT. TOT.=16 ®100&110 MPH - USE (6)414 SDS @ EA. SIDE TOP & BOTT. TOT.=24 'X 3" ALUM. OR TEEL POST 0 H - BRACKET TO POST C o t #8 X�2'SMS, 2 1/2' 1 1/2" SO., 2' SO., OR 2'x3" LATTICE 3" O.C. MIN. TO 6'O.C. MAX. 1>7 LATTICE TUBE TO RAFTER "L" I FASTENERS 1'-0" 4 - #14 SDS 2'-0" 6 - #14 SDS T-0" 12 - #14 SDS FASTENERSPACING = 3/4' #14 x 1/2' S.M.S. TOP & BOTT. (2) -TOT. FASTENER TO FASCIA - SEE TABLE — FASTENER TO RAFTER TAILS - SEE TABLE OPTIONAL LATTICE TUBES AT OVERHANG ROOF PANEL o o 'a q FASTENER OUP 6 ROLLFORMED OR O O EXTRUDED GUTTFlt ALUM. BRACKET X #14 S.M.S. @12-O.C. FASCIA 6 1/2 x2'x024 2' 1 1" 1 'L' SEE TABLE RAFTER "TAIL" TO GUTTER 15 per' i S 3.125" FOR 3 X No. C37948 z, P. 03/31/ 1 I �� j I = .040" @ 6063-T6 (4) - #14 x 3/4' TEK SCREWS BRACKET TO RAFTER 1112'MIN. 1 O O `.'• 750 (4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS BRACKET TO BEAM- • -- - 18 _. "U" BRACKET -RAFTER TO BEAM LNE LOAD " PATIO R SYSTEM MFG. BY: DRAWN O'' E.N. TOM CAMPBELL 8. ASSOCIATES, INC. BEAM TO POST f0, 20 a 30 pot DURAL PRODUCTS, INC. LAPMO ERN 0195 DATE: t01O1R012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ATTACHMENT HORIZ WIND " 8289 ALPINE AVE.. SACRAMENTO. CA 98828 SCALE: NONE REVISED BY: RANCHO CLY'JIMONGA CA (95 1) 741-2107 IXL foo a 110 MPH (918) 462.7021 FAX 40.11819 d SHEET 13 OF 33 SIMPLE SPLICE SPLICE DETAILS I i FULL MOMENT (a TO M.S. II #12 S.M.S. II TYP. THICKNESS =.035 (24 TOT TYP THICKN OSS =.035' u;. u, � II + u + + ++ + + �� + + ++ ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. 3" TOTAL= (8}1/2'0 BOLTS SPLICE WHERE 4" OCCURS .070" IL71 . L—� ALUM. ALLOY 6063-T6 4" I -BEAM 1 t MOMENTCSPUCE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. 4' -I SPLICE WHERE OCCURS 11' TYP. ALUM.ALLOY 8063-T6 7" I -BEAM DRAWN BY: E.N. 1.00" O 2.00" O O 0 O [-BEAM ALUM ALLOY AS NEEDED TO CLEAR 16' 1' 7'11• 1 t MOMENTCSPUCE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. 4' -I SPLICE WHERE OCCURS 11' TYP. ALUM.ALLOY 8063-T6 7" I -BEAM MOMENTCSPUCE BEAM TO POST DETAILS I I r I i i (2)#10 S.M.S.® EA. VALLEY, TYP. j W ---I DRAWN BY: E.N. 1. 5' O 4.5' O O O O [-BEAM ALUM ALLOY AS NEEDED TO CLEAR 16' 1' 7'11• MOMENTCSPUCE BEAM TO POST DETAILS I I r I i i (2)#10 S.M.S.® EA. VALLEY, TYP. j W ---I DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. NOTCH I -BEAM FLANGE [-BEAM ALUM ALLOY AS NEEDED TO CLEAR (8061-T6) ALTERNATE SQ. POST,CONNECTIWEB STL. GBEAM TO POST W/ (2) - 518'10 SQ. POST THRU-BOLTS @ 4- I -BEAM, AND (3) - 518' 0 THRU BOLTS IQNAL L► @ r !-BEAMS i REVISED BY: BEAM TO POST CONN. A� D. C37948 8.03/311 ROOF PANEL AT r 1 -BEAM: ADD 'C' SPLICE X 118' LONG AT ALL COLUMNS - (CENTER AT COLUMN). SECURE TO I -BEAM W/ 8.414 TEK;SCREWS EQUALLY SPACED - #12 METAL BACKED, NEOPRENE WASHERED ' TEK SCREWS @ 8' O.C. MAX. STAGGER IN BEAM I FLANGE I 4'X3' ALUM. 'I' SM. OR I — rx4' ALUM."T' SM. (4)-114'0 M.B. BEAM I TO BRACKET 1' FROM ENDS. 2- 318'0 M.B. THRU STL T' BRACKET TO POST. POST, SEE SCHEDULE ALTERNATE BEAM TO POST CONN. 1 DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD • PATIO SYSTEM AS MFG. BY: IAPNO EM 01% SCALE: NONE f IMI/2012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING _ SpL NLy 10, 20 6>D pef 1I(Old)452-7021 DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAAONGA CA (OS1) 741,2107 W�100 6 WIND IO �i02� ALPINE AVE, SACRAMENTO, G Bti828 FAX403-1519 pl�d�um.00m SHEET 12 OF 33 DOUBLE RAFTER CONNECTION DETAILS BEAM TO POST CONNECTION TOM CAMPBELL d ASSOCIATES, INC. LIVE LOAD • I , /BEAM SPLICE TO 1/ OCCUR DIRECTLY OVER 5/8' 0 PLASTIC 1 1/2" OR 2'LATTICE #8 S.M.S. I POST. NOT PERMITTED PLUG WHERE NAL SCREWS I @ 2 -POST UNITS ALTERNATE 17 DOUBLE RAFTS 5\ BOLT CONNECTIO PLAN Cj F' .6 Nc PER SIDE ! SCREW IS INSIDE ' I 2 � Y N�jA0 REVISED Sr: 5" #14 SMS AS CONNECTIONS HORIZ- WIND • I ALTERNATE: �� 4 #14 S.M.S. I BE USE ALTERNATE TO 90. 100 8110 MPH 452-7021 FAX 403-1519 w%*&,, pom SHEET 14 OF 33 RAFTER TO O CONNECT. = m 3.5' 3.5" 3.5' 3.5' 1/4'0 BOLTS ~ No C37948% * 8" BEAM ,• 03/31/( I 5" 1 a OR ❑2 4.5• 6• SEE NOTES ,• BELOW I i 6 1/2' SIDEPLATE EA. T 3'x 3'STL.POST (24') D ALTERNATE: I SIDE SEE POST SCHED. 14 SMS EA. SIDE INSERT ATTA D OR (2}2x6.5' OR TOP, MID HEIGHT 3'x 31STL.POST COLUMN FOR FREESTANDING (2}3'4•HEADER AND BOTTOM. 3'SQ. POST BETWEEN SIDE PLATES (2)-1/2•BOLT 2'L 6.5' SIDEPLATE BEAM TO POST CONNECTION 21 POST SCHEDULE DBL. RAFTER / DBL. HEADER CONN. 19 3" SQ. x .032" + (2}2" x 6 1/2' x .024" 3" SQ. x .032' + (2)-2' x 6 1/2" x ;032" W/ (6}#14 S.M.S. EACH SIDE. i W/ (6)-#14 S.M.S. EACH SIDE. lil USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. #8 S.M.S. EACH SIDE LATTICE 1 1/2' OR 2' EXISTING SHEATHING 2*x6}4'xO.D24' DBL. 3'X8'X.042 BEAM ALUMINUM MEMBER W WOOD FILL OR . OR'DBL. 2'X8.5'X032' BEAM 2W NOMINAL LEDGER I 2'x8.5" OR 3'x8" RAFTER (NEW OR EXISTING) o ALTERNATE: 1/2' BOLT R i o o f 0 ALTERNATE: Pn (2) SIMPSON SDS25600 (2} #14 S.M.S. EACH RAFTER I TO COLUMN CONNECTION (4 -TOTAL) 5/8'0 ACCESS HOLES II43TALL 6- 4 14 A %- ALTERNATE: 3' SQ. POST LONG SDS ®;EACH (2} 2x6.5" OR (2}3"x8" HEADER EXISTING HEADER TO COLUMN ALTERNATE: 1• STUCCO OR EQUAL (12 FASTENERS PER 3'x3'x0.024' (1) - 1/2' BOLT OR CONNECTOR (2} #14 S.M.S. EACH RAFTER 2.5' PENE. INTO EACH WOOD STUD CONNECTION) _ Q- F STUB COLUMN TO DOUBLE HEADER CONN. 20 EXIST. STUCCO / LEDGER DOUBLE HEADER TO ATTACHMENT DETAIL 22 O COLUMN DETAIL 23 O IAPMO ERA 0195 DRAWN BY: E.N. DALF-' iONONEE TOM CAMPBELL d ASSOCIATES, INC. LIVE LOAD • . B SCCALE CO,,,WRCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10.20&30W I DURALUM PRODUCTS, INC. I REVISED Sr: RANCHO CUGIAION(L\ CA (861) 741-2107 CONNECTIONS HORIZ- WIND • I 8289 ALPINE AVE, SACRAMENTO. CA 95828 1(916) I 90. 100 8110 MPH 452-7021 FAX 403-1519 w%*&,, pom SHEET 14 OF 33 J MINIMUM NUMBER OF REQUIRED COLUMNS FOR ATTACHED COVERS DRAWN BY: E.N. o ~ 2"X6.5"X0.024" POST SIDE F1I PLATES UPMO ERA 0195 DATE; idDIR012 SCALE: NONE 1D3 2"X6.5"X0.032" SIDE PLATES POST 02 HOR1Z WIND 90 MPH100 SHEET 15 OF 13 MPH 110 MPH 90 MPH,' 100 MPH 110 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 3 3 3 5' 2 2 2 2 2 2 6' 2 3 3 3 3 4 6' 2 2 2 2 2 3 7' 3 3 3 4 4 4 7' 2 2 2 3 2 3 8' 3 4 3 4 4 5 8' 2 2 2 3 3 3 9' 3 4 4 5 4 6 9' 2 3 3 3 3 4 10' 3 4 4 5 5 j 6 10' 2 3 3 3 3 4 11' 4 5 4 6 5 7 11' 3 3 3 4 4 4 12' 4 5 5 6 6 7 12' 3 3 3 4 4 5 13' 4 5 5 7 6 8 13' 3 4 3 4 4 5 NOTE: MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 8 SEE SHEET 8 FOR POST TYPES 55%ONAL Fti 0 No. C37948 iW), DRAWN BY: E.N. TOM CAMPBELL a ASSOCIATES, INC. MINUMUM lNE LOAD a 10, 20 a 30 ptr PATIO COVER SYSTEM AS MFG. DURALUM PRODUCTS, INC. UPMO ERA 0195 DATE; idDIR012 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERWO REQUIRED COLUMNS HOR1Z WIND 8288 ALPINE AVE., SACRAMENTO, CA 95x28 SHEET 15 OF 13 REVISED BY: RANCHO CUCAMONGA CA (951) Tal -2107 90, 100 a t to MPH (918) 452.7021 FAX {031519 •ds@dml m.00m I `, 10# L.L. 90 MPH - ATTACHED OPEN LATTICE COVERS 12' OR LESS EXP. B & C , I YY■l:a■*413%i*4J0 5' DRAWN BY: E.N. 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 30 G 10'-6' 10'-9" OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT ga MAX.POST 32'-8" 36 J MIN. MAX.POST 5oMAX.COL. SCALE: NONE RASED BY, MIN. MSPACING AXPOST MAXPOST MIN. MAX.POST MIN. MAX.POST MIN. MIN. m 3 V SPACING ON SLAB SPACING FTG, POST FTG. SPACING FTG. POST FTG. FOR DBL FOR Y x 8' FTG POST FTG• SPACING FTG. POST FTG. SPACING FTG. POST FTG. POST 36 K 5' (SPAN) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) 2'x8.55c.032' BEAM (IN) TYPE (IN.) (SPAN) (IN.) TYPE (IN•) (SPAN) (IN•) TYPE (IN-) TYPE 26 5' 13'-7" 10'- 1 U B 1819 15'-7" 14'-3' 13'-3" B 20 101-6110'-6. 10'-9; B 1 23 B 23 32' 37 26 C 5' 9-2- 26 G -3" 8'-7" 9'-1" 26 5'-7' , 22 0' 9" -2" 27 26 23'-2" B 25 32'-8" 8 2719'-0' 3327--8' 17'-1" 30 6' 11'-4" 9'-8' B 1 14 -314'-3" B 2123 9'-3" 9' 9' B 1 20'-4*OW 23 29 27 E 6, =8' 12'-4 11'-8' 20 9'-3" 9'-9' 2717'-1" 3225'-10 16'-1' 30 20 C 29'-10' 29 8'-6" 26 G 7, 9,�" 9'-2" B 19 13'-3" 21 8' 7' 9'-1' B B 19 19'-0' 24 27'-8" 27 E 7' 2716'-1" -2' 35 `� 21 13'-3" 23 8'-T -1' 8'-2" 26 G 21 19'-0' C 26 2T 6" 23'-2" 338'-2' —351J 30 8' 8'-6" 8'-9" B 20 12'-4" 22 T-8" 8'-2" B B 19 1T-1" 24 25'-1 28 F 8' 11' 8'-0' 27 8'-9' 27 G 6' 5' 6'-9" 21 12'-4 21'-3' 32 ) 24 T-8" 8'-2' 8'-0" 29 21 1 T-1' C 27 5'-10 30 2914'-7• 3121'-3' 28 9 ' 7'-7" ' B 20 11'-8' 22 7'-3" 7'-9' B B 20 16'-1" 25 24'11" 29 F 9 7'-7' 29 8'-6" 9'-9" 9'S' 29 22 11' 8- 6'-0° 6'-5" 24 7'-3" -9' s" 30 12'-1 ' 28 21 16'-1" C 27 24'11" 13' 31 H 28 G 10 6'-9' 8'-2" B 21 10'-9" 23 6'-8" T-4" B B 20 15'-3' 25 3'-2' 29 F , 10 30 8'-2" 22 10'-9' 25 6' 8" 4' 22 15'-0' E 28 3'-2" 32 11' 6'-2" 8'-0- B 2123 10'2' -0'-2' C 2325 6' -5" 6'-9" B 222 14 2 21'3"21'-3. 29 F 11' 8' 0" B 6'-5" 6'-9" 14'-7' E 28 2 12' S'-8" 7'-7'7, B 2123 9 -9" C 2 25 6 -0" 6'-5' B 222 13,-013-0' 2 28 20 30 F 12' 7" 9'-9" B 6'-0" 6'-5" E ZO' 4" 7 13' S'-2" T 4" B 2124 9 -5" C 2 5 -8' 6 2' B 2122 12'-12.10" 2 19' 30 F 13' �. 9'u" B 26 S �" 6'-2" 28 9'-8" 3 I YY■l:a■*413%i*4J0 5' DRAWN BY: E.N. 10'-3" 27 G 15'-7" 30 G 10'-6' 10'-9" 27 23'-2" 33JG_, FREESTANDING 32'-8" 36 J DURALUM PRODUCTS, INC. SCALE: NONE RASED BY, 0'-3" 28 AND ATTACHED 102 LL 20181 15'-7' 14'-3' 32 I SHEET 28 OF 33 10' 8" 10'-9' 2923'-2' 3532'-8' 20'x" 32 36 K 5' 6 9'-8" 26 G 29 G 9'-3" 9'-9' 26 29'-1 " 35 J , -8' 28 14'-3' 13'-3" 31 H 9'-3' 9'-9' 280'�" 3529'-10 19'-0" 31 37 6 7, 9-2- 26 G 28 G 8'-7" 9'-1" 26 27'-8" 34 J , -2" 27 13'-3" 12' 4' 30 H 8'-T -1" 2719'-0' 3327--8' 17'-1" 30 37 7 6, 8'-9" 25 G 28 G 25'-1 34 J 8' 8'-9' 27 12'-4 11'-8' 30 2717'-1" 3225'-10 16'-1' 30 36 9' 8'-6" 26 G 27 G W'-8*8'25 " 26 JG 24'-4" 33 9' 8' 6' 27 11'-8" 10'-9' 29 2716'-1" 3224'11" 29 35 `� 10' 8'-2" 26 G 27 G 2615'-3" 23'-2" 338'-2' —351J 28 10'-9' 10'-2" 2s 2815' 3" 313'-2' 29 S 11' 8'-0' 27 G 27 G 6' 5' 6'-9" 2714'-7" 21'-3' 32 ) 8'-0" 29 10'-2' 9'-9" 29 6'-5" 8'-9' 2914'-7• 3121'-3' 28 34 J O� 12 7'-7' 28 G 28 G 6'-0" 6'-5' 28 20'-4' 32 I 7'-7' 29 9'-9" 9'S' 29 6'-0° 6'-5" 293' 28 s" 30 12'-1 ' 28 --20'-4- 34 J �' h7' 12 13' 7'-4" 28 H 28 G 5'-8' 6'-2' 19'-8' 31 1 30 G 9',5' 30 H 5'-8' 6'-2' 302'-10' 30 19'-8' 33 J MGM - FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH 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 FREESTANDING COVERS r THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPO WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 6 C. DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. pOST TABLE LIVE LOAD" • uPMO EtL/ 0125 DATE 101012012LAZZ COMMERCIAL AND RESIDENTIAL STRUCTURAL ENfiINEER'NO FREESTANDING 10, 20 8 J0 pd DURALUM PRODUCTS, INC. SCALE: NONE RASED BY, RANCHO CUCALOONGA. CA (261) 741-2107 AND ATTACHED 102 LL 20181 HORIZ WIND 90,10011110 MPH 5262 ALPINE AVE., SACRAMENTO. CA 26620 (210)462-7021 FAX 40316,2 oW®OvWtioOm SHEET 28 OF 33