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09-0204 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO r LA QUINTA, CALIFORNIA 92253 T '4a Q 4'!t 4 Application Number: 09-00000204 Property Address: 81478 GOLDEN POPPY WY APN: 764-280-999-101 -300236- Application description: PATIO COVER - RESIDENTIAL Property Zoning: MEDIUM HIGH DENSITY RES Application valuation: 2141 Applicant: I Architector Engineer: s BUILDING & SAFETY DEPARTMENT BUILDING PERMIT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: C51 is eNo.: 44937 Date: Contractor: OWL '8'U1'LD_ERDECLARAT 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 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 to the Contractors' State License Law.). 1 _ 1 1 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 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 3/05/09 Owner: KERN JOSEPH 81478 GOLDEN POPPY LA QUINTA, CA 92253 ( n r Contractor: s LA QUINTA PATIO COMPAN7 MAR 0 2009 40133 CALLE LOMA ENTRAIDA I L BERMUDA DUNES, CA 92203 CITY OFLAQUINTA (760) 863-4335 FINANCE DEPT Lic. No.. 449379 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 1ST COMP INS Policy Number WEN0003727-03 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' ompensation laws of California, and agree that, if I should become subjec to a workers' co ensation provisions of Section 3700 of the Labor Cod shall forthwi ly hos rovisions. Date: Applicant: WARNING: FAILURE TO SECURE WORKERS' CO PENSATION 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. 1 a ree to mply with all city and county ordinances and state laws relating to building reby a riz resentatives ntconstruction,d t t of this county eer upon the above-mentioned pr coon p s Date: � Signature (Applicant or Agent): t t Application Number . . . . . 09-00000204 Permit . . . PATIO COVER PERMIT Additional desc . . Permit Fee . . . . 54.00 Plan Check Fee 35.10 Issue Date . . . . Valuation . . . . 2141 Expiration Date . . .9/01/09 . Qty Unit Charge Per Extension BASE FEE 45.00 1.00 9.0000 THOU. BLDG 2,001-25,000 9.00 -----------------------------------------------------------------------_----- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 Fee summary Charged ---------- ---------- Paid Credited- -------------------- Due ----------------- Permit Fee Total 54.00 .00 .00 54.00• Plan Check Total 35.10 .00 .00 35.10 Other Fee Total 1.00. .00 .00 1.00 Grand Total 90.10 .00 .00 90.10 LQPERMIT City of La Quinta Building U- Safety Division Permit # P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Trackinp, Shppr Project Address: lJ `1-1 6 �LV] QV P,PP Owner's Name: A. P. Number: Address: aN 'fig C, Legal Description: City, ST, Zip: �� �<U `} rL� Contractor: L R Ul N T"�PY P/}-7—/ /) C-0 Telephone: ( Project Description: 41 � ywR,t L 67:/ ! Address: -1/0 - (3 3 CA- L(_ L p M A City, ST, Zip: t N a 1 o c a o 35 57A U C- U44— , A Telephone: 7 6,P - S 7 - / U `l 3 rCitrYyLic.#:-1?q'J/(,,S- Amount State Lic. #: ! 3 7 Structural Calcs. Arch.,Engr., Designer: Reviewed, ready for corrections Address: Plan Check Deposit City, ST, Zip: Telephone: State Lic. #: Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: Sq. Ft.: I �j # Stories: # Units: Telephone # of Contact Person: ' Estimated Value of Project: 1 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING. PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Valance Energy Cates. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.1.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees i 2' TOM CAMPBELL & ASSOCIATES, INC. Commercial and Residential Structural Engineering (951) 741-2107 February 25, 2008 Building Official Local Authority Having Jurisdiction RE: Duralum Products, Inc. Patio Covers Design Parameters This letter affirms that the Duralum Products, Inc. patio covers, installed at the site address noted below, with solid roof panels or lattice purlins, as cited in the attached standard plans identified as Job No. GF07-0674 and containing my professional engineers stamp and signature, comply with the roof live, snow, wind and seismic loading requirements cited in the 2006 International Building Code, 2006 International Residential Code, 2007 California Building Code, ASCE/SEI 7-05 (Minimum Design Loads for Buildings and Other Structures) and the 2000 Aluminum Design Manual, ADM -01. The standard plans accompanying this letter must properly identify all site-specific information necessary for plan submittal to the local authority having jurisdiction by highlighting those structural framing member sizes and details relevant to the patio cover's construction at the address noted below. All work relevant to the construction of the approved patio cover must be in accordance with the attached standard plans as approved by the local authority having jurisdiction. Please contact me at (951) 741-2107 or at ticampbell(cDcharter.net should you require additional information. Site Information Owner's Name Address City/Town State AVt. C,q� Ui No. 37M Exp. 3/31/09 VA 14=- C L►,�J T -A, q ZZ5'3 1/5 �S -GENERAL-NOTES: - PATIO COVER SYSTEM AS MFG.'BY: DURALUM PRODUCTS, INC. JUN 0 2 _ _ _ ...• GOVERNING CODES: 2006 d V U �� - 1. THE DESIGN COMPLIES WITH THE INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING CODE, ._ ASCE/SEI.7-05-MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2000 ALUMINUM MANUAL -ADM 1-00. = LIVE LOAD = t0 DRAWING NOTES :379"2. N ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD 10. 20 8 30 psi OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. SCALE: NONE ' 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED d, REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 1 OF 29 THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. VI REVISED BY, K K. 8 D P 6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. 90MR1 110 MPH 7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH IBC APPENDIX I OR IRC APPENDIX H. B. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 9. AN ATTACHED PATIO COVER MAY SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN . AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS. 10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. DESIGN CONSIDERATIONS: 14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/2 INCH PER FOOT. 15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET. 16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. 17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. 18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION 6.5.7.1. 19. THE FREESTANDING AND ATTACHED SOLID PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 20. THE FREESTANDING AND ATTACHED LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 21. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 22. THE RATIO (LIP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1). MATERIAL SPECIFICATIONS: 23. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN. PROVIDED THEY AREREGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 25. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER SECTION 1804.3.1 OF THE IBC AND CBC. 26. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A653, GRADE 40. 27. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 28. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILT[ KWIK BOLT TZ CARBON STEEL ( ICC -ES ESR -1917) OR APPROVED EQUAL. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DESIGN LOADS: 11. RESIDENTIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRC APPENDIX H. ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT. ROOF: 30 POUNDS PER SQUARE FOOT (EXPOSURE C. NON -HEATED STRUCTURE), WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. '100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. 13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605.3.2. 12. COMMERCIAL APPLICATIONS - IBC CHAPTER 16. ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT. ROOF: 30 POUNDS PER SQUARE FOOT ( EXPOSURE C, NON -HEATED STRUCTURE). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES 8 AND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 • DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10. 20 8 30 psi DURALUM PRODUCTS, INC. SCALE: NONE ' RANCHO CUCAMONGA, CA (9511 741-2107 GENERAL NOTES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 1 OF 29 VI REVISED BY, K K. 8 D P 90MR1 110 MPH IOtRI d57 -7m1 FdX d0:L157P minclrTduraL un _ 1 RAFTER.ORSI SPACING OPEN LATTICE TYPESAND B FOR SIZE / MAX. PROJ. • �FkisTNc (p(O/ / THIS OPEN LATTICE -TYPE STRUCTURE NC SEE SCHEDULE/STING' B(//(O� NOTE: MAY NOT B ENCLO ED OR COVERED. SEE SCHEDULE MAX.O.H. 0 /�j C RAFTER, SI EAGLE , ' 5%OF SPAN — FOR SIZE AND SPACING O R�. POS�HEIGHT -' `� %yD SEE SCHEDULE DRAWN BY: K.K. OM CAMPBELL a g550CiqiES. IUC. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 ' DATE: 10272007 MmEa COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE .10.209 30 psf DURAL PRODUCTS, INC. � - UM fPOOUCiS.INLM� SCALE: NONE x . � RANCHO CUCAMONGA, CA (951) 741.2107 Six STRUCTURES - - HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 �ete��aunB SHEET SHEET 3 OF 29 REVISED BY: K.K. a D.P. 9D.100 a 110 MPH �g bl�sx�iox� �µ (916) 452-7021 FAX 403-1519 sates®durBlum.tom 60- POST HEIGHT � • fa J - SEE CH DULE O�H• BOG• •0, LENGTH OF STRUCTURE VARIES 76 ' ' S OST OST WITH SIDE- PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES OVF FFT�(�c/Ro . IWilllll NOTE: EACH COMPONENT IS INTER- POST � 312'SLABATTACHMENT MAYBE USED WHjERE P OS JUN p 21000 SFFT sPq POST WITH SIDE-- PLATES SEE TAIL . CHANGEABLE WITH ANY OTHER SF SP PERMITTED. / FTge COMPONTENT UNLESS OTHERWISE SHOWN. qc/ti l SEE SCHEDULE (F C Q�Tt j j �JOTE: EACH COMPONENT IS INTER- PDS J12 -SLAB ATTACHMENT MAYBE USED WHERE FOOTING WHERE REQUIRED, SEE SCHED: FOR FOOTIN(,•�U % GEABLE WITH ANY OTHER SFF TSP T qC PERMITTED. OPEN LATTICE -TYPE PATIO COVER V �� �� P NTENT UNLESS OTHERWISE SHOWN. �' 6EE SCHEDULE ` SCALE: NTS NOTE:THISOPENLAATTICE-T/PE37 �Mp,Y NO BE ENCLOSED A `T� FOOTING WHEREREOUIRED, SEE SCHED. FOR FOOTING CUBE SIZE 4TYPET"E" ATTACHED�SI-NGL'E'SPAN LATTICE STRUCT ` a TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE - - - - -No. r rn 37. ;] NOTE: THIS STRUCTURE Cyh 3/31 I NOTOPENBE ENCLOSED MAY NOT BE ENCLOSED, OR COVERED. RAFTER.SEESIZABLE MAX. PR J. MAX. PROD. i SEE SCHEDULE ' FOR 512E SEE SCHE U AND SPACING NOTE: THIS OPEN LATTICE-ttPE TUR MAY NOT BE E RAFTER, SEE TABLE - ..tt,��� 7S�OFp'` . FOR SIZE AND SOP - . 0 255%O OF OSTSL -25-A ICING ?5�0� 0� 25•A O SPAN `5S R TS`P/W4,C . gCiq'C OST HEIGHT ' SE HEDULE SCE OST HEIGHT D�6 SE HEOULE IOC, w 15 O O� LENGTH OF STRUCTURE VARIES w OVE OST CROSSSECTIO LENGTH OF STRUCTURE VARIES ' °OST SFFT,� SEE POST DETAI ' qC/N POST CR SSSECTION, ? <<c C BOO � SEE POST DET L sFf TSP T�(FCRC NOTE: EACH COMPONENT IS INTER- POST minv SLAB USED / 7 72' SLAB CHANGEABLE WITH ANY OTHER SFFT SOgC, TO FOCONSTG.6EE MAY BE USED COMPONTENT UNLESS OTHERWISE SHOWN. �<F �G SCHEDULE NOTE: EACH COMPONENT IS INTER- PDsr FoonNG�SEIE OPEN LATTICE -TYPE PATIO COVER CHANGEABLE WITH ANY OTHER SEFT�PgC,N SCHEDULE FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. (F FOOTING WHERE REQUIRED • SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE • SEE SCHED. FOR FOOTING CUBESIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE ",H" FREESTANDING MULTISPAN TTICE STRUCTURE DRAWN BY: K.K. OM CAMPBELL a g550CiqiES. IUC. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 ' DATE: 10272007 MmEa COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE .10.209 30 psf DURAL PRODUCTS, INC. � - UM fPOOUCiS.INLM� SCALE: NONE x . � RANCHO CUCAMONGA, CA (951) 741.2107 Six STRUCTURES - - HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 �ete��aunB SHEET SHEET 3 OF 29 REVISED BY: K.K. a D.P. 9D.100 a 110 MPH �g bl�sx�iox� �µ (916) 452-7021 FAX 403-1519 sates®durBlum.tom I SOLID PANEL TYPES ATTACHMENT CHANNEL L TOM CAMPBELL & ASSOCIATES, INC. ATTACHMENT CHANNEL LEN PATIO COVER SYSTEM AS MFG. BY: ALUMINUM SEE DETAIL ANOSHA OFSTRUC T kEROOF DATE: 1 02 312 0 0 7 ALUMINUM SEE DETAILS ANDSNNOFSTR(i THEpRO�E 10, 20 6 30 psi PANEL SEE SCHEDULE pRO ec7rl EIF Sp VARIES MIN. 0.5* SLOPE PER FT. ROOF PANEL SEE SCHEDULE TILL O BeLV ESSSSCTURlvc O � STRUCTURE_ S R SPANS SHEET 2 OF 29 IF Ep/ES 90. 100 6 110 MPH (9 16) 452-7021 FAX 4011519 sales®duralumcom 0. SPP(( 0. "O.H." NOT TO EXCEED 25% "O.H." NOT TO EXCEED 259/6 OF SPAN OF SPAN SEE DETAIL FOR SPLICE OST OPTIONAL: CANTILEVER U BEAM mm SEE DETAIL FOR -SPLICE J POST OPTIONAL: CANTILEVER BEAM SO. POSTS, SIZE VARIES SEESCNEO SEP ST SPACING E SCHEDULE R = = SO. POSTS, SIZE VARIES SEESChFOCVt 3 SEE SOCHESPALCINGR m v LES OZS 99 SLAB MAYpBE USED WHERE SLAB NT ' ALTERNATE: OF g Ary CEEp 3 NT ALTERNATE: MAY BE USED WHERE O° O oSP 0 _ PERMITTED. SINGLE POST PERMITTED. SINGLE POST N SEE SCHEDULE SEE SCHEDULE MAX. HT.= 12' /. SEE SCHEDULE SEE SCHEDULE SJI� HT=12' n tV '• i ,• NOTE: NO SPLICE AT THIS POST ANDA `. G �V PJ " Cq�'An c� O ^On8 NOTE. 0 SPLICE AT THIS POST AND AT END BAY FOOTING END BAYS. LLl V ( `) % WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE0 NOTE: EACH COMPONENT _ FOO E REQUIRED SEE SC FOR FOOTING CUBE SIZE r IS INTER- NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER U' F— NI). 37W x CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SH 3j31109 'COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER "B" ATTACHED MULTISPAN W/CANTILEVER OPTION' 0 NA LENGTH LENGTH - ALUMINUM ROOF PANEL, OF STRUCTUR ALUMINUM OOFPANEL OF STRUCTU� SEE E O.H E ARIES MIN. 0.5' SLOPE PER FT. SEESCHEDULE O.H RE ARIES FOR SPANS (MAY NOT SPANS - ( MAY NOT BE ENCLOSED EE ENCLOSED, 0. S O.H SP "O.H." NOT TO EXCEED 25 %"O.H " NOT TO EXCEED 25% SP OF SPAN OF SPAN SEE DETAIL FOR SPLICE SEE DETAIL FOR SPLICE ' pOSTSP SEEsc OPTIONAL: CANT EVER BEAM POST SEES S OPTI NAL: CANT LEVER B SQ. POSTS, SIZE VARIES hEO /NG. ULES SEE OSCHEDULE R OSTS PCIN CING SQ. POSTS, SIZE VARIES EDULESPgST SEE SCHEDULE FOR SPACING 31/2"SLAB ALTERNATE: 0.�5 O TOE %OFSp X 31/2"SLAB lo o NO Ek MAY BE USED TO CONSTRAIN SINGLE POST SEE SCHEDULE AN Epp i0 MAY BE USED ALTERNATE: TO CONSTRAIN SINGLE POST OF SP E f f FOOTING, SEE SCHEDULE NOTE 0 SPLICE AT THIS POST D AT END BAYS. FOOTING, SEE SEE SCHEDULE SCHEDULE NOTE 0 SPLICE A .THIS POST OAT END BeYS: N e FOOTING i.... I WHERE REQUIRED _/ SEE SCHEDULE FOR FOOTING CUBE SIZE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9' STEEL ROD CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 1 02 312 0 0 7 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 10, 20 6 30 psi DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGACA (951) 741-2107 , � STRUCTURE_ S HORIZ. WIND - 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 2 OF 29 REVISED BY: K.K. 8 D.P. 90. 100 6 110 MPH (9 16) 452-7021 FAX 4011519 sales®duralumcom RAFTER SPANS FOR OPEN LATTICE COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C ALUM. ALLOY 3004-H36 II_� 3, -1 6,5" 3.0" B.0" y OR EQUAL I MAX. -7 2" * SEE NOTE BELOW I I ALUM. ALLOY 3004•H36 042„ 024" OR EQUAL ' ALUM. ALLOY 3004•H36 032" .024 OR EQUAL .042'• .032" * SEE NOTE BELOW CD 2X6.112" RAFTER^ DBL. 2 x 6 1/2" RAFTER 3 x 8" RAFTER L.L.= "T, ci t 90 MPH � '100 MPH -110'MPH L.L.= "T' 90 MPH 100 MPH 110 MPH L.L.= T' °� 90 MPH 100 MPH 110 MPH (PSF) (IN.) y o 13 EXP. B 'EXP.C. 'EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) H o EXP. B EXP.0 EXP. B' EXP.0 EXP. B EXP.0 (PSF) (!N.) h o EXP. B EXP.0 P. B EXP.0 EXP. B EXP.0 16" 14,4" 19,_0„ 13,_0„ 11,-8„ 12,_10„ 11'-4" 024 16 20,_9" 18,-4„ 18,4„ 16,-6„ 18,_1„ 16,-0" 042 16 28,_2„ 25,_7, 25'-7„ 22,-6" 25,_2" 21,_2" .024 24" 11•-8„ 10'_7, 10,_7, 9'-6„ 10'4" 9'-3„ 10 24" 16,-6„ 15,_0„ .15'-0" .13,_6„ 14,_5„ 13,_1„ 10 24" 23,_0„ 20'-10" 20'-10", 18'_9„ 20,-6„ 18,_2„ 16" 19,_1„ 17,-4„ 17,-4" 15,-6" 17,_1" 15,-4„ 16" 27'-0„ 24'•6" 24,-6„ 22,_0„ 24'-2" E17'4 1' 4" 10 2 , .032 L/ 24" 15'-0" 14.2 ; 14.2„ 12'-8" 13' i 1" 12 _3 24" 22.0„ 20'-0" 20,_0„ 18,_0„ 19'-8„ 17 4„ 16" 26,-4„ 23,_10" 23,_10„ 21,-6" 23'-0" 20,_10„ 16" 15•_2„ 15,_2„ 15•_7, 15,_2„ 15,_7, 15'-2" 16" 21 O" 21,-0„ 21,_0„ 21,_0" 21•-0„ 21,-0" .042 .024 .042 24„ 21,-6" 19'-6" 19,-6„ 17,_6„ 18.9„ 17'-0 20 24" 12,-4" 12'-4" 12,-4„ 12,4" 12,4" 12,-4„ 20 24" 17.2„ 17,_7, 17'-2" 17,_2„ 17•_2„ 17'-2„ 16" 10,_8„ 101_81• 10,_8„ 10,_8„ 10,_8„ 10,_8„ 16„ 20,_7, 20,_2" 20,_7, 20,_7, 20,_2„ 20,_2„ .024 .032 24" 81-91, 81-91, 81_9., 8141 81-91, 81 9„ 24" 16,-0„ 16,-0„ 1&,-0„ 16,_6„ 16'-6" 16'-0„ 16" 14,_3„ 14,_3„ 14'_3, 14'3" 14._3„ 14,_3„ 16" 12,_5" 12,_5" 12,_5„ 12,_5, 12'-5" 12'-5" 16" 17,_3„ 17,_3„ 17'-3 y 17,_3„ 17,_3„ 17,_3„ 20 .032 24„ 024 .042 11,_8,• 11•_8,• 11,_8„ 11,_8•, 11•_8„ 11,_8,• 30 24" 10,_2„ 10'-2" 10,_2,• 10'-2" 10'-2" 10'-2" 30 24" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" p2q:'l 98„19,_8„ 19,_8„19,_8„19._8„19,-8„16" 16,_7, 16,_7, 16,_7, 16,_7, 16'-7„ 16,_7„0426'_1" 16,_1" 16,_1" 16,_1„ 16,_1" 16,_1„ 032 24 13 6„ 13'-0" 13'-0" 13'$" 13,_6,• 13'_6" . F7 16" B'-10" 8'-10" B'-10" 8'-10" 8'-10 8'-10" * "� - .024 ENGINEER'S NOTE: WHERE SINGLE RAFTE6'` (511 pOUBLE RAFTERS WITH 3" MAX. SPACING 24" 7-2 7-2" 7-2" T-2" 7-2" T-2" BETWEEN MAY BE USED AT 32" o.c. OR 4$!. 6N' ASY .. LE RAFTER SPANS ARE NOT EXCEEDED. 16" 11,_9„ 11,_9„ 71,_9„ 11,_9„ 11,_9„ 11 30 .032 JUN 0 21008,_9„ y m c 24„ 9,_7„ , 9,_7„ 9,_7„ 9,_7„ 9,_7„ 9,_7„ _r �yNo 37 8 16" 13,-6„ 13,_6„ 13'-6" 13'-6" 13,-6„ 13.-0" _ /' 3/.i1 RL PROJECTIS AN 042 24" 13,_3„ 13,_3„ 13'_3„ 13,_3„ 1 13'-3" 1 13 _3„ PA -T q 1 I , h RIBUTARY TRIBUTARY= WIDTH 1!2 SPAN - O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN • TRIBUTARY WIDTH -TABLE -CLEAR SPAN (FT.) JOB NO. GF07-0674 DATE: 1023/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 6 30 psl OURALUM PRODUCTS, INC. ' SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 RAFTER SPANS 0©00®®00000�0���� 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 6 OF 29' REVISED BY: K.K. & D.P, 90, 100 6 110 MPH (9161 452.7021 FAX 403.1519 sales®dumlum.wm 1 I , h RIBUTARY TRIBUTARY= WIDTH 1!2 SPAN - O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN • DRAWN BY: KK TOM CAMPBELL 8 ASSOCIATES. INC. LNE LOAD - PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 1023/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 6 30 psl OURALUM PRODUCTS, INC. ' SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 RAFTER SPANS HORl . WIND - 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 6 OF 29' REVISED BY: K.K. & D.P, 90, 100 6 110 MPH (9161 452.7021 FAX 403.1519 sales®dumlum.wm PANEL FASTENERS 90/100/110 MPH EXPOSURE"B,& C 075" .750" .860" za° SCF E5�1 5 1 CA .440" .265, 24" TRI -'V" PAN Q` �0" .07 ' L.L.= PSF 90- MPH _ 100- MPH 110- MPFF11 f. 40 Lfn ill sas No. X..IUN 6.00" 10 #10 S.M.S. #10 S.M.S. #10 S.M.Sp:� EV' 3131109 R9.250 OPTIX® PRODUCTS ACRYLIC PER 20 #10 S.M.S. #10 S.M.S.. #12 S.M.S. IVIS-I.C.C. E.R. 5411 OR EQUAL 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. SKYLIGHT DETAIL 12" x 3 1/2" W PANEL L.L.= L.L= PSF 90- MPH 100- MPH 110- MPH t=.032" 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 6" 20 #10 S.M.S. #10 S.M.S. 912 S.M.S. 8" 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. 12'-9" NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8'I x 2 1/2" FLAT PANEL ADJACENT TO SKYLIGHT PANELS L.L.= 6" PANEL SPANS / 8" PANEL SPANS 100- MPH t=.020" t=.024" t=.032" t=.040" #10 S.M.S. 6" 8„ 6" 8" 6" 8" 6" 8" 10 10'-2" 10'-2" .12'-9" 12'-9" 13'-4" 18,-4„ 14'-7" 14'-7" 20 8'-10" 8'-10" 10'-3" 10'-3" 11'-4" 11'-4" 12'-3" 12'-3" 30 T-1" 7'-1" 8'-4" 8'4" 9'-10" 9'-1U" 10'-8" 10'-8" USE A MAX. OF (1) SKYLIGHT PANEL PER: (3) 8" ROOF PANELS OR (4) 6" ROOF PANELS m cT L:L.= PSF 90- MPH 100- MPH 110 -MPH 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. 6" / 8"x2 1/2" FLAT PAN VV/(2)-V'S DRAWN BY: KK TOM CAMPBELL & ASSOCIATES. INC. LIVE LOAD = COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ]PATIO 10, 20 & 30 psl DURALUM PRODUCTS, INC. SCALE: NONE . RANCHO CUCAMONGA. CA (951) 741-2107 PANEL FASTENERS HORIZ. WIND - 8259 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 5 OF 29 REVISED BY: K.K. 8 D.P. g0, 100 6 110 MPH (916) 452.7021 FAX 403-1519 sales®dumium mom c HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 1.50 WALL FASTENERS 1.7e--� O . ROLLFORMED HANGER R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. \c EX' ALUM. PANEL O� AT EA. CONTACT ALLOWABLE DECK/ RAFTER SPAN AT.2x FASCIA W/ SIMPSON A35 3x ALUM. RAFTER \ id ROOF PANEL FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROD. EXISTING EAV SEE TABLE BELOW OVERHANG E E 'E WALL CONNECTION EXISTING EAVE CONNECTION ( 2 WALL FASTENERS SEE TABLE .25"R 05 A10 SMS @PANEL LOCKS OR #8 SMS AT EA. CONTACT ALLOWABLE DECK/ RAFTER SPAN AT.2x FASCIA W/ SIMPSON A35 AT WOOD STUD 16" O.C. AT MASONRY OR CONCRETE CONTINUOUS A- RAIL ROOF PANEL 3 (WHERE OCCURS) LL=10 LL=20 LL=30 ALUM.ALLOY LL=30 6063-T6 910 SMS Lii? EA. CONTACT E E 'E WALL CONNECTION O ALUM.ALLOY 6063-T6 I.R. HANGER 2.740" — T=.060" WALL FASTENERS SEE TABLE ' APPROVED 3" OR 4" IINSUL. ROOF PANEL EXIST. RAFTER HANGER I RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) ALLOWABLE DECK/ RAFTER SPAN AT.2x FASCIA W/ SIMPSON A35 AT WOOD STUD 16" O.C. AT MASONRY OR CONCRETE LL=10 LL=20 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LWIND A B or D B or D E E 'E J J K 2" x 4" FULL BorC BorD BorD E E E J J K 5'-6" t D Bor0 BorD E E E J J K 2'-0" 17 �' 14-0 rI III 2"x8" FULL Of SCRIPTION OF LAG SCREW SEE NOTE BELOW) 29'-3" 25'-0" z z=3/8" Q<_3/8"0 0 x 1 1/2" @ 12" O.C. x 1 1/2" @ 8" O.C. -7r1s"0 x 1 vz" @ 10" O.C. rD=7116"0 x 1 1/2•' @ 12" O.C. E=3/8"O x 4" @ O.C. EACH STUD J=1/4' Ox1x1/8" 6 A.B.C� D K=1/4"0x1 1/84'@12" A�B.��1 EXIST. RAFTER DRAWN BY: K.K. ALLOWABLE DECK/ RAFTER SPAN RAFTER SIZE SPACING OVERHANG LL=10 LL=20 LL=30 2 x 4' FULL OR 16" O.C. 1'-6" 16'-8" 13'-10" 9•-3" 2'-0" 11'-8" 8'-8" 5'-10" 2" x 4" FULL 24" O.C. 11-61,10'-8" SHEET 7 OF 8'-3" 5'-6" t 2--0-- T-0" 4,-6„ T-0" t 2"x6"FULL OR 2'•x8"NOTCHED 24" O.C. 2'-0" 17 �' 14-0 rI III 2"x8" FULL 24"-0.C. 2'4" 29'-3" 25'-0" NOTE: AT 10, 20 & 3011. MAY USE: ,JUN Q 2 2�0B Q��Pg �• Cq,y �:, 2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.) CO �� Z USE: jUrT1 (2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS`PER S D ~ No. 37948 r THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BES ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 1 RESPECTIVELY #10 SMS T&B - AT 12" O.C. MATERIAL BETWEEN BRACKET AND COMP. DRAWN BY: K.K. SHINGLE ROOFING TO PROVIDE SEAL 10# L.L.=(2)#8 SMS IDE O BRACKET CONNECTION / 1� /2„ 20#/30#L.L.=(2)#10 SMS EA�SIDE 3/16" COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL AND BRACKET U -BRACKET B„ 0 STEEL �y — — ---_ 3/4" OR 1 1/2" ATTACHMENTS HORIZ WIND = 90, 100 & 110 MPH p 1l4"0 HOLES,TYP.' D NOTE: PROVIDE WATER SHEET 7 OF REVISED BY: K.K. & MP. )) g O PROTECTION, METAL FLASHING I ( 2x61/2" OR 8" 00 r CAUCK JOINTS AND SLOPE I TO DRAIN, 5" MIN. I RAFTER — 1 1/4" TYPICAL BRACKET AT EVERY 2x /4"OR11/2' / FOR SPAN SEE ALLOWABLE DECK/RAFTER SPAN TABLE EXISTING WOOD STUD FRAMING EAVE LENGTH L„ 2- OR 2x6 LEDGER 2 EACH 1l4"0 x 3-1@" LAG SCREWS L.L.=10, sl 2 EACH 7116"0 x 3-1/2' LAG SCREWS L.L?20 AND 30 psf RAFTER I ai10x1 3/4' (3)-#1 %3112"W.S. PATIO COVER � _ ti RAFTER TO 4 WALL CONNECTION, O3 _` NOTE: PLACE'SIKA FLEX" OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. DRAWN BY: K.K. SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET O BRACKET CONNECTION MAY BE MOUNTED BELOW RAFTER W1 , JOB NO. GF07�29 SAME CONNECTION'S. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD - COVER SYSTEM AS MFG. BY: JOB NO. GF07�29 DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL AND BRACKET ]PATIO 10. 20 & 70 st P DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 ATTACHMENTS HORIZ WIND = 90, 100 & 110 MPH 6269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 7 OF REVISED BY: K.K. & MP. (916)452-7021 FAX 403.1519 sale, LQdemlim.wm COLUMN/ POST TYPES- & -SURFACE --'MOUNT ATTACHMENT_ DETAILS �3„ 1 2-1 'I 3.00" SQ' I _ 3.00" SQ. 3.00"SQ. ..032" @10 SMS ui PG =3" Q.xt=.188 024" 24"O.C. =3"SQ,xt=.250'11 EA. SIDE o J=4"SQ.xt=.188II . 6.5.. O .075" o j 14'R K =5,SQ.xt=.188' PrP 040"ALUM. 032" .048"STEEL O O 10".4.0" OR 5.0" .024" .28" O 5/8" PLASTIC PLUG 3" SQ. ALUM. POST 3" SQ. ALUM. POST MAG POST SQUARE WITH SIDE PLATES DO . a 3004 36 3" SQ. ALUM. POST STEEL POST ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 3" SQ. STEEL POSTASTM A36 GRADE 40 I ASTM A653 GRADE 40 ALUM. ALLOY 6063-T6 YQ� C 2 2 }�LU2.40 M. ALLOY 3.00" OR , 2 0" GJAMA 6063-T5 " DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC.LIVE 1.375" PATIO COVER SYSTEM AS MFG: BY: JOB NO. GF07-0674 DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN / 10.20 8 30 psf DURALUM PRODUCTS, INC. 1(916)452-7021 . SCALE: NONE -' rk 7/16"OHOLE 5&" POST TYPES H0RIZ WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95826 2 FLANGES rt RANCHO CUCAMONGA, CA (951) 741-2107 O 90, 100 d 110 MPH FAX 403.1519 sales@dumlum.Com SHEET 8 OF 29 2 1/8" APART ED F=- NO. 37, �. O .75" r.125"". . 313 ASTM GRADE 40 STEEL 75" 75" BASE FLARES <. 0 157" TO 3'1MDE EA. Cr 1.60" TYP - -_ _ SIDE OF FLANGES 1.5 USE FOR 3` 1Z � L INSTALL WASH. PLATE ,D90�� TYP. POST ONLY 5.50" Qc j_7/16"O HOLE 1%a x 5/16" x SY" WHEN USING & 2-3/8" HOLES IN 110 MPH WIND AREA CL 2.5/16"O HOLES TYP. EA. SIDE .090" BRACKET FOR 3" POSTS ALUM ".T" BRACKET" STEEL "T" BRACKET 5 T=.060" TYP. 3 -3/8" LAG SCREWS OR ��4�-1/4" LAG SCREWS 2 1/8" 2 1/8" "T" BRACKET 7�— d (2.5" PENE. INTO WALL) 7/8" ® 3"SQ. POST W/ (2)-#12 SMS EA.471�2 3 6„ /� J// -� j / O 1 1 2 O SIDE OF POST OR 1/4" M.B. THROUGH POST , 3" SO. ALUM POST � L/ 1 11116" 0 ROD 3/16" I 1040 STL. AUGER PARTS PAINTED 20„ 20- ' 3" 3" RUST-O-LEUM" OR EQUAL 3"SQ.POST BRACKET:2,12"x.2 I 12` OR HOT DIPPED GALVANIZED (1)-1/4" 0 M.B. x 7 GASTL. . ,r 1/ OR ELECTROPLATED PER SIDE (2 -TOT.) '. PLT. ASTM A36 ALUM. ALLOY 4" DIA. 9 GA. — ASTM A-35 HELIX _-9-06-x7 6063-T5 3" x 8" ALUM. RAFT. BRACKET 3116" 1 GA. 3" x 8" ALUM. -HER->" ADEAUGER SINGLE PASS WELDED NOTE: STEEL PLATE A36 "H" BRACKET AUGER ANCHOR 3"SQBALUM. POST PARTS PAINTEDSTM "RUST-O-LEUM" HEADER.BRACKET-� ONLY. OR EQUAL OR HOT DIPPED GALVANIZED NOTE: OR ELECTROPLATED STEEL FOOTINGS AND AUGER ANCHOR TO BE SINGLE PASS WELDED USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. CFF Cf1NC SI AR PnAT SPACING; TART F Fnp SPACING; STEEL FOOTING O DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC.LIVE LOAD - PATIO COVER SYSTEM AS MFG: BY: JOB NO. GF07-0674 DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN / 10.20 8 30 psf DURALUM PRODUCTS, INC. 1(916)452-7021 . SCALE: NONE -' POST TYPES H0RIZ WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: KK & D.P. RANCHO CUCAMONGA, CA (951) 741-2107 90, 100 d 110 MPH FAX 403.1519 sales@dumlum.Com SHEET 8 OF 29 HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP 3.00" ,yS�Q,. 2.00" SPLICE WHERE 1.79" OCCURS SPLIGOECWHRSE SPLICE WHERE OCCURS in17 4.8' � 075' `D .73„ 2.57" 4.6 TYP. 14"R 2.04" 2,19" � � 2.04' oss- : .048" TYP TYP, 2.08" TYP. 3.0 .Z8" 0651 2.93" 0 d.0000- 2. 7•• ASTM A653 GRADE 40 .038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY FASCIA -ALUM. ALUM. ALLOY 6063-T6' 6063-T6 E ALLOY 3004-H36 6063-T6 6.5" ROLLFORMED O 4.5" GUTTER O MAG. GUTTER O MAG BEAM O 3" SQ. STEEL BEAM � 4 pp�� � ++II U 21(�f�`r` () -rboju • I l� IY V�C r 3., 2os1. cq,3" 2., 6.5"• 1LI G.I` MAX. 17-7 --1 _[ �Z i�� m SPLICE ~ No. 37948 "r 042" WHERE 4" SPLICE WHERE Exp. 3)[31/09 y-�--- OCCURS 070" OCCURS ��—^^�Y+ ' TYP. —110" 1 TYP. 1ST C Q' i ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 ALUM. ALLOY ALUM. ALLOY OR EQUAL' J OR EQUAL 6063-T6 6063-T6 " 17BEAM-� F 7" 1 -BEAM O DBL. 2 x 6.5 BEAM 3 x 8 BEAM O 125" ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS 3".625 _T B., ' r�MAX.'� 3 4" [-BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM - 042" IT-14GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM 7.67$" ASTM A653 GRADE 50 ALUM. ALLOY 3004-H36 pO 625' 7 ALUM. ALLOY 36 OR EQUAL L � OR EQUALQUAL " O ----I 2.875�� O • 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM STEEL.INSERT / DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/23/2007 TIAL ST RALI COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ' 10, 20 8 30 PSI DURALUM PRODUCTS. INC. 1(916)452-7021 SCALE: NONE RANCHO CU A, CA 741-2107 BEAM TYPES HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 10 OF 29 REVISED BY: K.K. 8 D.P. 90, 100 d 110 MPH FAX 403-1519 sales@dumIurncom / COLUMN /POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS- ' 21" SQ. ALUM.'T"BRACKET USE WITH 22" 25" SQ. 161' 24" 28". SQ. 20" POST TYPE B•C.D, OR E 32" SQ. 23" STEEL POST ONLY: 35" SQ. "T" BRACKET 30" STEEL rBRACKET USE WITH POST TYPE B,C,D.E,F,G,H,J OR K. 28„ IUSE POST TYPE F. G. H. J OR K , ((3 •5/8"0 BOLTS F�R POST TYPE J (d13"SQ. POST W/ 3"SQ. POST (2)J112 SMS EA. 3'50. POST ALUM.' -318"0 HILT! USE (2 -3/a•o HILTI 36" I I I 34" 38" SIDE OF POST OR 37" KWIKdOLTS OR EQUAL '.0 112 DEPTH OF I I 42" 2 -1/2"0 BOLTS I 1/4" M.B..THROUGH 44" STEEL H'L T: HILTI KWIK USE (2)OR FOOTING OR I FOR ALL OTHER CONDITIONS POST SEE NOTES BELOW E BOL7s OR EQUAL 12" MIN. EMBD. I I I (2)-3/8"0 HILTI -KWIK-- (2' MIN. EMBEDMENT DEPTH : I I BOLTS, OR EQUAL, EACH FOR KWIK BOLTS BRACKET TO SLAB. MINIMUM DISTANCE TO w2"S BA: EDGE OF SLAB = 2-112" a w ASTM A572 a DEPTH , .' w tO IT 3116" SLAB SHALL BE IN c POURED CONCRETE �•; ••'��•-' H N GOOD CONDITION FOOTING SEE NOTE a' 3 112" MIN. SEE SCHI EXISTING SLAB n7 ATTACHED ALTERNATE FTG. CUBE SIZE SO. 1B" DEEP ' CUBE FTG. 18" 18" SQ. 12" 20" 21" SQ. 12" 22" 25" SQ. 161' 24" 28". SQ. 20" 26" 32" SQ. 23" 28" 35" SQ. 25„ 30" 39" SQ. 28„ 32" 43" SQ. 30" 34" 47" SQ. 32" 36" 51" SQ. 34" 38" 55" SQ. 37" 40' 60" SQ. 391, 42" 64" SQ. 41" 44" 69" SQ. 43- * CUBE FOOTING W/ 3 1R' SLAB ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23' & 24' CUBE (2)-1/2"0 3 1/4" 25'- 30' CUBE (4)'112"0 3 114' 31' - 34' CUBE (4)-5/8"0 4' 35"- 39" CUBE (4)-3/4'0 4 3/4. 40"- 42' CUBE (4)-3/4-0 4 3/4' NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ CARBON 1 I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. SPECIAL INSPECTION -REQUIRED. NOTES: DRAWN BY: K.K. 1. DO NOT USE ALUM. "T' (1)-112" OM.B. BRACKET WITH 3X8 BM.' ,z� •:. w W/INSERT, MAG. BEAM, 4" OR 7'1 -BEAMS. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING x9" LONG, 1" 10, 20 8 30 psl SQUARE SQUARE— - SCALE: NONE FROM END AND EMBEDMENT SEE FTGS. 9269 ALPINE AVE., SACRAMENTO, CA 95626 OF POST IAI f1f10 llN 7008 SCHED. 3" SQ. POSTS TO CONC. FOOTING l Q J SQUARE POS . INF POST Er. ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23' & 24' CUBE (2)-1/2"0 3 1/4" 25'- 30' CUBE (4)'112"0 3 114' 31' - 34' CUBE (4)-5/8"0 4' 35"- 39" CUBE (4)-3/4'0 4 3/4. 40"- 42' CUBE (4)-3/4-0 4 3/4' NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ CARBON 1 I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. SPECIAL INSPECTION -REQUIRED. NOTES: NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED. I INSERT x.188" ASTM A36 STEEL 3" SO. POST (STL) - - - OR FLUTED OR 4" SQ. POST (STL.) INSERT PL.5/8" FHK. 1 112" 9" 1 112" 1 112" 1 s' 1 112^ WELDED STEEL BASE PLATE BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8 12- SO. x5/8' B. C. D, FBG 18- SO. x 518- B. C, D, F, G, & H - FREESTANDING. BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE & TYPE) (4)- 3/4"0 HILTI KWIK BOLT TZ CARBON STEEL 12'x12 -x5/8'- PER I.C.C. ESR -1917 OR EQUAL (4 3/4" EMBEDMENT DEPTH) (4)- 314"0 HILTI KWIK BOLT CARBON STEEL 18"x18"x 5/8' PER I.C.C. ESR -1917 OR EQUAL (4 3/4" EMBEDMENT DEPTH) DRAWN BY: K.K. 1. DO NOT USE ALUM. "T' COLUMN BRACKET WITH 3X8 BM.' PATIO COVER SYSTEM AS MFG. BY: W/INSERT, MAG. BEAM, 4" OR 7'1 -BEAMS. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 2. POST TYPE E 10, 20 8 30 psl INSTALL WASHER PLATE, 2" X " X 0'-%" AT STEEL "T" - SCALE: NONE BRACKET. AND EMBEDMENT 3. POST TYPE F . 9269 ALPINE AVE., SACRAMENTO, CA 95626 DO NOT USE STEEL -T" IAI f1f10 llN 7008 BRACKET W/ 7" I -BEAM. J IJ 90. Q00 8 110 MPH 15�` SHEET 9 OF 29 NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED. I INSERT x.188" ASTM A36 STEEL 3" SO. POST (STL) - - - OR FLUTED OR 4" SQ. POST (STL.) INSERT PL.5/8" FHK. 1 112" 9" 1 112" 1 112" 1 s' 1 112^ WELDED STEEL BASE PLATE BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8 12- SO. x5/8' B. C. D, FBG 18- SO. x 518- B. C, D, F, G, & H - FREESTANDING. BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE & TYPE) (4)- 3/4"0 HILTI KWIK BOLT TZ CARBON STEEL 12'x12 -x5/8'- PER I.C.C. ESR -1917 OR EQUAL (4 3/4" EMBEDMENT DEPTH) (4)- 314"0 HILTI KWIK BOLT CARBON STEEL 18"x18"x 5/8' PER I.C.C. ESR -1917 OR EQUAL (4 3/4" EMBEDMENT DEPTH) DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. COLUMN LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: ' JOB.NO. GF07-0674 DATE: 1023/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 20 8 30 psl DURALUM PRODUCTS, INC. ' - SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 AND EMBEDMENT HORIZ. WIND = 9269 ALPINE AVE., SACRAMENTO, CA 95626 REVISED BY: K.K. B D.P. 90. Q00 8 110 MPH (916) 452-7021 FAX 403.1519 sales®duralumcom SHEET 9 OF 29 1 BEAM TO POST CONNECTION DETAILS OPTIONAL DECORATIVE FASCIA ( WOOD, ALUM, OR HARDBORD) • • 3" x 8" x.042" BEAM, MAG BEAM L OR \)-#10 S.M.S. EA. SIDE (4) -TOT. #10S. TOP & BOTT. (2) -TOT. 2412 x 12' S.M.S. EACH SIDE OF 3" #10 x 1/2" S.M.S. TOP /-S-fl BOTT 1 1/4" ALTERNATE: 114'0 BOLT Wl WASHER (2) -TOT. EA. SIDE OF 3' SO. POST ----------- --- F) 6 - -ROOF PANEL4" 61/ " + 1.10" ROLLFORMED OR .75 I O EXTRUDED GUTTER 1 ; sD"I (4)-#14 SDS @ EA. SIDE — FASCIA ALUM. BRACKET X ± 3"SO. POST TOP & BOTT. TOT.=16 #10 S.M.S. (9112"O.C. 2.35'A — ) 2" 1" 2410. 112' S.M.S. EACH SIDE OF 3" SO. POST(4-TOTAL ALTERNATE: 114'0 �OLT WI WASHER EA. SIDE OF 3" SO. POST I 3.00' 3" SO. POST 02 .240' GUTTER FASCIA X 3" ALUM. OR TEELPOST 14 3.125" FOR 3 x.RAFTER H - BRACKET TO POST 2.125' FOR'2 x,RAFTER 6 1/2"x2"x .024"RAFTER RAFTER "TAIL" TO GUTTER 15 MAG BEAM 3" SO. POST 3"SO. STL. BEAM 13 --ALUM. ALLOY. 3003-H24 28" 3" 2" r .018„ p �2"x3" LATTICE`TUBE #B x 2 "SMS, 2.1/2" �« ��-- 1 1/2" OR 2" SO. OR 2"0" LATTICES " @ 3"O.C. MIN. UP TO 7-O.C. MAX. — RAFTER c !E TICE TUBE TO'RAFTER, —17- ALUM. ALLOY 3003-H24 1.50 1 1/2" t'= .040" 3 6063-T6 .1.50 _ r t = .040" 30.04-H36 ALUM. 28" 2" 2•• 018, (4) - #8 x 3/4" TEK SCREWS BRACKET TO RAFTER 1 1/2" SQ. OR P2 �1/2" MIN. 2" LATTICETUBE 1 its o JUN 021000 ,—J'—_, O s NO 37941-3 - 1;. 2.750,, Exp. 3131,0D 1(4) - #8 x 3/4" TEK SCREWS BRACKET TO BEAM "U" RAC KET,7 RAFTER TO'BEAM f 18' DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. TO POST LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURALBEAM ENGINEERING 10, 20 6 30 ps DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA )951) 741-2107 ATTACHMENT HORIL WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: K.K. 8 D.P. 90, 100 6 110 MPH (916) 452-7021 FAX 403.1519 sales@duralum.com SHEET 12 OF 29 SPLICE DETAILS 11' BEAM TO POST DETAILS: 12 SIMPLE SPLICE FULL MOMENT Y 91. I J 24" I (2)#10 S.M.S.® EA. * � VALLEY, TYP �i I /f (8 TO M.S. II - #1.2 S.M.S. II TYP. THICKNESS = .035 (24 TOT Np THICKNEISS =.035" r= ­j 6.36" I + + ++ + + + + ++ ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED vE- __- NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR 1 IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS, I I NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SPLICES - ROLLFORMED & EXTRUDED FASCIAS ,_BEAM ALUM ALLOY SO. POST,CONNECT,WEB NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE I I TO POST W/(2)-1/2"0 t� %� C -BEAM THRU-BOLTS TOTAL= (8).1/2"0 BOLTS IISppf� r l� / "'I „ SO. POST 1.00" 0 0 O �,� P 1. C,q� y�� BEAM TO POST CONN. SPLICE WHERE4„ 2.00" 'OCCURS ? ' R1 .070" o o O. 37948 TYP. E p. 3/31/09 r n __............._._..._.__._.._..._.__...---..._......---.......... _--_....._._.._.... ,* ALUM. ALLOY r 6063-T6 16" 1„ 4" I -BEAM 3'-0" MOMENT C -SPLICE NOTE: IF SPLICE OCCURS �AT,(ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. I 4 I SPLICE WH. Occul ALUM. ALLOY 6063-T6 7" I -BEAM MOMENT C -SPLICE #12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS ® B"O.C. C, STAGGER IN BEAM FLANGE ROOF PANEL 4"x3" ALUM. "I" BM. OR (4)-1/4"0 M.B. BEAM 7"x4" ALUM. "I".BM. TO BRACKET 11 2- 3/8'0 M.B. 7HRU STL. -T- III Iti i— BRACKET TO POST. POST, SEE SCHEDULE ALTERNATE BEAM TO POST CONN. DRAWN BY: K.K TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LonO = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 10, 20 8 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 SPLICE DETAILS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 11 OF 29 REVISED BY: K,K. b D.P. 90, 100 8 110 MPH (916) 452-7021 FAX 403-1519 sales®duralumxc m- " 7„ 10#- L:_90-MPH-FREESTAND.&_ATTACHED-OPEN'LATTICE-PATIOS` 12'_OR-LESS---EXP-B-&-C-J 20'-3" 0� a = 1- � o m3 t J c7 m O Z 0' 5 ¢ Q. Z gyp .3' SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM 33 G ¢ 0 7 0 m� I— MINIMUM NO. OF POST FOOTNOTE: "3"x8" BEAMw/INSERTi MAKPOST SPACING FREESTAND ATT. MAX.POST SPACING FREESTAND ATT. MAX.POST SPACING FOR DBL. 2^ x 6.5x:032° MAX.POST SPACING FOR 3• x 8° BEAM FREESTAND ATT. MAX.POST SPACING FREESTAND ATT. POST TYPE 1 POST TYPE 2 FTG. (IN.) MIN. POST TYPE FTG. (IN.) FTG, (IN.) MIN. POST TYPE FTG. (IN.) FTG• (IN.) MIN. POST TYPE FTG. (IN.) FTG. (IN.) IN- POST TYPE FTG. (IN.) EXP. B EXP. C EXP. B EXP. C �4 25'-4" 17'-4" 28 G 22 23'-10" 3, 2„ 33 G 23 16'-4" 16'-4" 16,x„ 28 G 20 32' 3 33 G 27 6' 2 2 2 2 5' 20'-3" 16'-1" 28 G 23 21 20'-8" 33 G 24 5- 14'-8" 13'-11" 14'-8" 14'-8" 28 G 21 - 28'-7" T-9" 33 G 28 , 7, 2 2 2 2 6' 16'-10" 15'-2" 28 G 24 19'-0" ,-`-18._10' 33 G 24 13' 4" 12'-8" 13'-4>,-28 13'-4" 8'_2„ 7, g„ G 21 26'-2" 5'-4" 33 G 28 B. 2 2 2 2 5 2 7' 14'-6" 14'-4" 28 G 2518, , „ 17 6 33 G 25 12'-4" 12,-4„ 28 G 22 24'-2" 33 G 29 91 2 3 2 2 4 5 3 12'-8" 13'-9" 28 G 26 16'-10" 28 G 25 11'-7" 11'-0 11'-7" 11'-7' 26 G 22 22-01'-11 33 G 30 10, 2 3 2 2' 20 4 9' 11'-3" 13'-3" • 28 G 26 15-15 5„ 28 G 26 10-110,x„ 10,:1 „ 10'-1 26 ' G 23 21'4' ; 8„ 33 G 30 26 3 3 2 2 FOOTNOTE: - 10' 10'-2„ 12'-9" 28 G 27 15,_2„ 14'-8" 28 G 26 10' 4" 10'_4" 26 G 23 20'-3" 33 G 31 12' 3 3 2 2 11' 9'-3" 12,-4„ 28 G 28 14,_5„ 13'-11" 28 G 27 9'-10" 9'�" 9'-10" 9'-10" 26 (> 24 19'-4" 18'-8" 33 G 32 13' 3 4 2 2 12' 8'-5" 12'-0" 26 G 28 13'-9" 28 G 27 9'-5" 9'-5" 26 G 24 18'-6" 33 G 32 14' 3 4 2 2 13' 7'-9" 11'-8" 28 H 29 12'-10" 28 H 28 9 "1„ 8'-8" 9'"1 g'-1" 28 H 24 17'-9" 17 -2" 28 H 32 1s' 3 . 4 2 3 14' T-3" 11'-5" 28 H 29 12 2 �„ 28 H 28 8 -9" 13'-9.- 28 H 25 17'-1" 28 H33 16' 4 4 2 3 15' 11' 2" 28 1-1 30 12'-4>-28 H 28 8'-5" 8'-5" 28 H 25 16' -q> -*'28 H 33 17' 4 5 2 3 f .9 OR LESSER MUST BE USED LATTICE uvE LOAD = PATIO COVER SYSTEM AS MFG. BY: ll np FOOTNOTE: �U A� I� 0G. NOR COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY NOTE: F— r COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING! FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. L _i No. 37948 t— rT n ' SCALE: NONE 16'-0' Z "SAMPLE" WHERE SLAB OCCURS, CUBED FOOTING SIZE , FOOTNOTE: MAY BE REDUCED 6" EACH SID E FOR FREESTANDING ONLY. i ;i FIGURE. INDICATES EXPOSURE B • 16' 6'-4" 10'-11., 28 H 30 11'-11'1 6 28 H 29 8'_2„ 7, g„ 8 -2 ` 8'-2- 28 H 25 16'- -� 28 H 34 18' 4 5 2 3 17' 5'-11" 10'-8" 28 H 30 7 1'-2" 28 H 29 7'-11" 7' 6" 7'-11" 7'-11' 28 H 25 15'-6" -0 15' " 28 H 34 19, 4 5 3 3 18' 5'-8" 10'-6" 28 H 31 11 3„ 0'-10" 28 H 29 7'-8 T-4" 7-8 7'-8" 28 H 26 15 1„ 14'-7" 28 H 34 20 4 5' 3 3 19' S'-4'. 10'-4" 33 H 31 _ 11 0.7, 33 H 29 T-15" 7 2 7,-0„ 7,-0„ 33 H 26 14'-8'4-3" 33 H 35 FOOTNOTE: - REQUIRED HEADER ND OR MIN. NO. OF POST SPACING MUST EXCEED ALLOWABLE SLAB SPACING 20, 5'-1" 10'-2,. 33 H 31 10-s 10,x„ 33 H F 7s1, " 7' 4 7,�„ 33 H, 26 1433 -f3'-10" H 35 f .9 OR LESSER MUST BE USED LATTICE uvE LOAD = PATIO COVER SYSTEM AS MFG. BY: ll np FOOTNOTE: �U A� I� 0G. NOR COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY NOTE: F— r COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING! FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. L _i No. 37948 t— rT n ' SCALE: NONE EXp• 3/3 Z "SAMPLE" WHERE SLAB OCCURS, CUBED FOOTING SIZE , FOOTNOTE: MAY BE REDUCED 6" EACH SID E FOR FREESTANDING ONLY. i ;i FIGURE. INDICATES EXPOSURE B • A � \ � � FIGURE -INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING 1 .. ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. DRAWN BY: K.K. TOM CAMPBELL 8 ASSO ATES, INC. LATTICE uvE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 ' DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10.20 8 30 psl DURALUM PRODUCTS, INC: , SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 24 OF 29 REVISED BY: K.K. 8 D.P.. 10 ri L.L. 90 MPM 90,100 d 170 MPH 916 452-7021 FAX 403-1519 sales dL,amm.mm ( ) (� 30# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C D O o 0 m U v g . (L Z g�0 7" I -BEAM 110 MPH WIDTH DBL. 3"x8"x.04211BM EX8&C. DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3"x8" BEAMw/INSERT MAX.POST SPACING FREESTAND- ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING 4'-0" SQ x MAX.POST SPACING FOR DBL. 2x6.5x.032 MAX.POST SPACING FOR 3 x 8 BEAM FREESTAND ATTACHED FREESTAND ATTACHED ; FTG (IN,) MIN. POST TYPE FTG • (IN•) MIN. POST TYPE FTG. (IN.) MIN. POST TYPE FTG • (IN.) MIN. POST TYPE FTG. (IN.) MIN • POST TYPE FTG (IN.) MIN. POST TYPE FTG. (IN) MIN. POST TYPE FTG (IN.) MIN. POSI TYPE 4' 6'-2" 19'-5" 37 J 24 F 11'-9" 32 J 22 B 8'4" 8'-4" 28 J 19 B 15'-9" '32- J 22 C� 5' 4'-10" 1.7,-4n. 32 J 25 F 10'-6" 32 J 22 B 7'-2" 7'-5" 28 J 20 B 14'-1" 32 J 23 6' 4'-0" 15'-10" 32 J 26 F 9'-7" 28 J . 23 B 6'-6" 6'-9" 28 J 21 B 12'-10" 32 J 24 C� 7' T-6" 14'-6" 32 J 26 F 8'-11" 28 J 24 B 6'-0" 6'4" 26 J 21 B 11'-11" 28 J 25 C. 13'-9" 32 J 27 F 8'4" 28• J 24 B 5'-8" 5'-10" 26 J ' 22 B 11'-2" 28 J 25 E� 9. 13'4" 32 J 27 F 7'-10" 28 J 25 B 5'-4" 5'-6" 28 J 22 B 10'-6'. 28 J 26 E� 10' 1,2'-3" 32 J 28 F 7'-5" 28 J . 25 ( B . 5'-0 " 5' -3" 28' J 23 B 10'-0" 28 J 26 E�/j 11' 11'-9" 28 J 28 F 7'- 1 28 J 26 B 5-0" 28 J 23 B 9'-6": 28. J. 26 E/ 12' 11'-3" 28 J 29 F 6'-9" 28 J 26 B 9'-1" 28 J 27 13' 32 K 29 . F 6'-6" 32 K 26 B 8'-9" 32 K 27 E�. 14' 10'-4" 32 K 30 F 6'4" 32 K 27 B 8'-5" 32 K 28 Ex IUN 0 ��n4 FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C �U �p� -c V Cgtijp�< ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.. mac? rz— 130. sem, 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. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING Z'1 m. ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH 100 MPH 110 MPH WIDTH EXB&C EX8&C. EXB&C. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3'-4" SQ x 3'4" SQ x 4'-0" SQ x 10' OR LESS 18" DEEP 18" DEEP 18" DEEP AND ATTACHED 4'-0" SQ x 4'-7" SQ x 5-0" SQ x 20' OR LESS 18" DEEP 18". DEEP 18" DEEP DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. SOLID LNE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB N0. GF07-0674 •DATE: 7 0123/2 00 7 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 & 30 PSI DURALUM PRODUCTS, INC. _ 1(9161452-7021 SCALE; NONE RANCHO CUCAMONGA, CA (951) 741.2107 AND ATTACHED HORIL VIAND - 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: K.K. B O.P. an a 1 1 to u.. 90,100 & 110 MPH FAX 403-1519 sales(Blduralummm SHEET 23 OF 29