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09-0705 (PAT)P.O. BOX 1504 787495 CALLE TAMPICO LA QUINTA; CALIFORNIA 92253 Application Number: 0900000705 Property Address: 53615 AVENIDA OBREGON APN: .774-114-01575 -000000- Application description: PATIO COVER = RESIDENTIAL Property Zoning: COVE RESIDENTIAL Application valuation: 3192 BUILDING & SAFETY. DEPARTMENT BUILDING PERMIT Owner: DAVID PUDIS 53615 EVENIDA OBREGON LA QUINTA, CA 92253 Contractor: Applicant: Architect or En ineer: LIFETIME PATIOS P.O. BOX CA' 06- LA :QUINTA,-• CFi' 92248 (760)'772-0073 - VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 7/06/09 LiC'.. No. 770843 • .. r, `fit. , %•'j ' h'LICENSED'CONTRACTOR�'S. DECLARATION, ' - WORK ER'S-COMPENSATION DECLARATION _ .. 1 hereby affirm under penalty ofperjury that I,am licensed under provisions-ofChapter 9 (commencing with I hereby affirm.undeipenalty ofperjury-one ofthe.following declarations:.,! - - �as.provided section -7000) of'Division $ of ihe'6usiness and Professionals Code;2and'rny. License is in full force and effect. •' (have .and:will maintain a certificate'of consent;to self -insure for,workers°, compensation, LicenseClass:B - L* se No.: 770843. .. .. ;for by Section°3700 of the Labor Code; forthe'performance ofahework,for which this permit is '-. ,. Date: (O ,Contractor: - I have and,will.'issued „r.- - :- .. .:+'• .• -... .: _ �.mamtain workers' compensation insurance, as, required by Section 370Q;of the Labor. _ • Code; for the performance of the work for which thispermit is issued. My workers' compensation _- - OWNER -BUILDER DECLARATION insurances carrier and policy number are: -V - heieby'affirm under,penalty.of perjury that l am4 exemprfrom'the Contractor's State License Law'forthe Carrier ENDURANCE 'REISN Policy`Numbei WEN0015766-01 _-I ..- '..following reason (Sec: 7031.5, Business andProfessions Code: Any city, or county that requires a permit to - I certify that, in the performance of. the work for which this permit is issued, I shall not employ any .const(uct, alter, improve, demolish, or repair any structure, to its issuance,. also requires the applicant for the _ person in any manner sous to become subject to the workers' compensation laws of California, '.permit tofile asigned statement that he or she is licensed pursuant tothe provisions of,the Contractor's State and agree that; if I should become subject to the workers' compensation provisions of Section • License; Lav (Chapter, 9 (commencing with -Section 7000) of Division 3 of the Business and Professions Code) or.:: 3 OO of _the Labor Code, I shall_ forthwith comply wiih those provisions. that he *or she is exempi therefrom and the basis for the alleged exeh-ption.'Any violation of Section 7031.5'by - 0 " any applicant for a permitsubjects the applicant -to a civil penalty of -not more than five hundred dollars ($500).: .Applicant: 1 _ I I, as owner of tFie property, or employees with wages, as their sole compensation; will do the work, and ., . the structure. is not intended or offeredJor sale (Sec. 7044; Businessand Professions Code: The .'WARNING: FAILURE" 0 SECURE WORKER 'COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' state. License Law doesiiot apply to an9%yner of property who builds;orimproves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and.who does the- himself or�herself-through his'or her-, own employees,.provided'that the 'DOLLARS ($100,000). 'IN ADDITION TO THE COST OF'COMPENSATION,DAMAGES AS PROVIDED FOR IN iniprovernerits are not intended oroffered for sale. If, however;'the building.or'improvement is sold within -c-SECTION 3706 OF THE LABOR CODE, -INTEREST, AND. ATTORNEY'S FEES.' one year of completion; the owner -builder will have the burden of proving that heior she did not build or - improve for thepurpose•of sale.).. - APPLICANT ACKNOWLEDGEMENT (_ 1 1, as owner of the property,', am exclusively' contracting with licensed contractors to:construct. the project (Sec. IMPORTANT Application is hereby made to the Director of Building and -Safety for a permit subject to the . 7044; Business"and Professions Code: The Contractors' State Licerise Law does -not apply to an owner of -'conditions and restriction'setforth on this application. property who, builds oaimproJes thereon; and who'contracts for the projects with a contractor(s) licensed • -1. Each person. o upn whose behalf this application is made, each person at whose request and for pursuant to the Contractors' State License Law.).; whose benefit work is performed under or pursuant to any, permit issued as a,result of this application, am exempt under Sec. _-' , B.&P.C. for this reason the owner, and the applicant, each'agrees to, and shall defend, indemnify and hold harmless the City 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 of La Quinta,'its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. .I certify that 1 have read this application -and state that the above information is correct. I'agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county o enter upon the above-mentioned property for inspection purposes. - Data._ at ignature (Applicant or AgenW i Application Number . . . . . 09-00000705 Permit . . . . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 63.00 Plan Check Fee 40.95 Issue Date . . . . Valuation . . . . 3192 Expiration Date 1/02/10 " Qty Unit Charge Per Extension BASE FEE 45.00 2.00 9.0000 THOU BLDG 2,001-25,000 18.00. Special Notes and., Comments...,.. �..". .- 24`0 SF OPEN LATTICE _SHADE STRUCTURE _._. ..... WEATHERWOO,D.•:-PER.2006 IBC; 2006 IRC; 2007'' " CBC; & APPROVED PLANS. - - --- ----------------------- ---- ---------------- 7 ----- Other Fees` BLDG.`STDS :ADMIN. (SB14;73) 'Other ---------- 1.00 Fee summary Charged Paid Credited Due .. -----------5 - --- - ------ - _ ----- M1 Permit-Fee Total 6.3..00 .00 OA 63.00 Plan_Check Total 40.95 .00 Q0 40.95 OtherFee.. Total 1.00 00 .00 Grand• Tdtal- 104:95 00 .00 104 95 ` LQPERM[T - - Bin # City of La Quinta Building U Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # -^ i Project Address: - - Owner's Name: A. P. Number: Address: Legal Description: Contractor: //FE71-AJE fl % /QHSp City, ST, Zip: LAv ZS7� E Tele hone: Address: �© I&X Project Description: City, ST, zip: 1A QU/NT� ��. 9��` Telephone: 2600 - 77J-1961.3 City Lic. #: -3-?58 State Lic. # : /J' �% 719 T 3. Arch., Engr., Designer: Address: City, ST, Zip: Telephone: j' `` a Construction Type: Occupancy: State Lic. #: Project type (circle one): New Add'n . Alter Repair Demo Name of Contact Person: a�r7//�s t Sq. Ft.: # Stories: 1# Units: Telephone # of Contact Person: 0 lD�$ '� .%� Estimated Value of Project: APPLICANT: DO NOTWRITE BELOW THIS LINE 11 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 Balance - Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 21" Review, ready for correctionsfissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees TOM CAMPBELL & ASSOCIATES,_I_NC. Commercial and Residential Structural Engineering (951) 741-2107 May 7, 2009 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 and 2005 Aluminum Design Manual, ADM -01 and ADM -05. 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 musf 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(a�charter.net should you require additional information. Sincerely,co Aa U ~ No. 379 8 Exp. 1 Tom Campbell, PE 4P. clvll. 9�OFCAUFO� Site Information Owner's Name -VU Q is Address City/Town State Z, I- • E I I - I I � r f I I • ---I-�" . • L_ C U S T O M S H A W EATHERWOOD D E S FFATUWNG lo T R U C S T U R E Sl- - �� Ma ARRAW IS (I � i I I PAT10 COVER SYSTEM AS MFG. BY: DURALUMPRODUCTS, INC. GENERAL NOTES: :.GOVERNING GODES 41: THEDESIGN COMPLIES WITH THE 2006INTERNATIOI ASCE/SEI 7 -05 -MINIMUM DESIGN LOADS FOR BUILW DRAWING NOTES: 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYF 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING T 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPF OF CONSTRUCTION. THE CONTRACTOR SHALL SUPE METHODS, TECHNIQUES, SEQUENCES AND PROCED 5. THE APPROVED SET OF DRAWINGS AND SPECIFICAI REPRESENTATIVES OF THE BUILDING AND SAFETY I THERE SHALL BE NO DEVIATION FROM THE APPROI, 6. LATTICE ATTACHED AND FREESTANDING PATIO CO\ 7, SOLID ATTACHED PATIO COVERS MAY BE ENCLOSEI 8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIF 9. AN ATTACHED PATIO COVER MAY BE SECURED TO / AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMI 10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER DESIGN CONSIDERATIONS: 14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1i 15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET. 16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT Al 17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS 18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR 1 ASCE/SEI 7, SECTION 6.5.7.1. 19. THE FREESTANDING AND ATTACHED SOLID AND LA' "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 20. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHI WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 21. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVA FT), SHALL NOT BE LESS THAN ONE (1). MATERIAL SPECIFICATIONS: 22. ALTERNATE'ALUMINUM ALLOYS MAY BE SUBSTITUI WITH THE ALUMINUM ASSOCIATION AND HAVE EQUj 23. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPR 24. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,5( PRESSURE IS 200 POUNDS PER SQUARE FOOT PER TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d). 25. EMBEDDED STEEL MENBERS SHALL BE HOT-DIPPEI ELECTROPLATED AND CONFORM TO ASTM A-446 GF ASTM A653, GRADE 40. 26. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T, SHALL BE A-325. ALL BOLTS SHALL HAVE STANDAR REQUIRED TO BE INSTALLED IN ACCORDANCE WITI 27. THE EXPANSION ANCHORS CITED IN THESE CONST STAINLESS STEEL (]CC -ES ESR -1917 FOR CONCRE- 28. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET OR APPROVED EQUAL. 30. THE TABULATED MAXIMUM COLUMN SPACING WHE RESIDENTIAL PATIO COVERS ONLY. 31. SOLID AND LATTICE ALUMINUM PATIO COVERS A 32. SOIL ANCHORS SHALL BE LISTED IN ACCORDANT RES -AN -00 & 1-05, : OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. G INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. _SENTTHE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD WISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, RES. DNS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED _PARTMENT. D PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. :RS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. IN ACCORDANCE WITH CBC & IBC APPENDIX I OR IRC APPENDIX H. A, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. J EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN VI COLUMN LOAD OF 750 POUNDS. AY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. INCH PER FOOT (ACHED COVER: 50 SQUARE FEET. )EFINED IN'ASCE/SEI 7, SECTION 6.5.13. ILLS, RIDGES AND ESCARPMENTS AS DEFINED IN TICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS ', SECTION 6.5.13. (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR ED BY THE PATIO COVER PROJECTION OR WIDTH (P, D FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED OR GREATER YEILD AND ULTIMATE STRENGTHS. SSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING DOT OF FOOTING DEPTH. (EQUALS 150 PSF/FT x 1.23 PER GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR kDE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS -CUT PLATED WASHERS. WOOD AND LAG'SCREWS ARE THE NATIONAL DESIGN SPECIFICATION. UCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ OR ICC -ES ESR -1385 FOR MASONRY) OR APPROVED EQUAL. ETAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976 BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH E CLASS -A FIRE RATED. E WITH ICC -ES AC358 ACCEPTANCE CRITERIA. HERWISE NOTED HAY 0 8 ?11119 *V, DESIGN LOADS: 11. RESIDENTIAL APPLICATIONS - CBC & IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRC APPENDIX H. ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT. (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT). 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. 12. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1505.3.2. 13. COMMERCIAL APPLICATIONS - CBC & IBC CHAPTER 16. ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT. ROOF: (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT). 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. NU I t5: ALL UUMFUNtN 1 AMM- Iry I DRAWN BY: K.K. OT TOM CAMPBELL &ASSOCIATES, INC. LIVE LOAD = 10, 20 & 30 psf PATIO COVER SYSTEM AS MFG. BY: DURAL PRODUCTS, INC. IjQjAIA.r7_7n7i DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING GENERAL NOTES HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95826 N SHEET 1 OF 30 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 RO 100.¢110 MPH FnX dM -'157Q eaicc(nlr4 valnm mm REVISED BY: K K. & 0 P. ( ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% — OF SPAN SEE DETAIL FOR SPLICE - SQ. POSTS, SIZE VARIES 3 1/2" SLAB ATTACHMENT. MAY BE USED WHERE PERMITTED. SEE SCHEDULE MAX. HT.= 12' ALTERNATE: SINGLE POST SEE SCHEDUI FOOTING WHERE REQUIRED _/ SEE SCHEDULE FOR FOOTING CUBE SIZE II A II ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE SQ. POSTS, SIZE VARIES _ 3 1/2" SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE SCHEDULE ALTERNATE: SINGLE POS SEE SCHEDL SOLID PANEL TYPES LFNGT DOTING WHERE REQUIRED ATTACHMENT CHANNEL TNDSH �OFSTRUCT HEpROJ L NOT@E SEE SCHEDULE FOR ALUMINUM SEE ALUMINUM DETAILS ES ECTION D. .O ROOF PANEL MIN. 0.25" SLOPE PER FT. /PLEBS TIy ENCLOSED qO . SEE SCHEDULE FOR SPANS 40 SPLICE AT THIS W/CANTILEVER'OPTION" Exp.3_ ID AT END BAY O. O.H." NOT TO EXCEED 25% OF S rRUCT URE ROOF MIN. 0.25" SLOPE PER FT. O.H VARIES OF SPAN SEE SCHEDULE FOR SPANS (MAy NOT gE ENCLOSED \ O.H SPA L) SEE DETAIL FOR SPLICE SP ptJ OPTIONAL: CANTILEVER BEAM m v p0S SEE SCHEDULE FOR POST SPACING r r = _ SQ. POSTS, SIZE VARIES SEE3�pgCING HEOULES 025 "VOP TO EkCE SpgN ED Mi2 3 i/2.'SLAB NT MAY E USED WHERE ALTERNATE: VER BEAM PERMITTED. SINGLE POST OPTI NAL CANTILEVER BEAD SEE SCHEDULE FOR SEE SCHEDULE �� SEE SCHEDULE 11 � MAX. HT.= 12' 1I NOTE: NO SPLICE AT THIS POST AND A END BAYS. I NOTE: EACH COMPONENT IS It I CHANGEABLE WITH ANY OTHE � COMPONTENT UNLESS OTHEf& ,N W/CANTILEVEFY� LENGTH Or &IjAY HNOT Be ENCLOSED I SEE SCHEDULE FOR POST SPACIN t ' NOT 5°/, OF SO gNCEEDPLICEATTHIS T END BAYS. AND VI- S SH TR THE UCT o qLL Nor URE v ao ec110 IF ENCc THgN es i, - OSED QKVL."'u� DOTING WHERE REQUIRED COPTION 'AL: CANTILEVER BE AM SEE SCHEDULE FOR NOTE: EACH COMPONENT ISINTER- POS SPACING m D. .O I OWN. H OS COMPONTENT UNLESS OTHERWISE SHOWN. qO . A"r' 40 SPLICE AT THIS W/CANTILEVER'OPTION" Exp.3_ ID AT END BAY QKVL."'u� DOTING WHERE REQUIRED J ` AI �. E SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT ISINTER- `iP .. _. MAYO b 2009 IFiI CHANGEABLE WITH ANY OTHER I OWN. COMPONTENT UNLESS OTHERWISE SHOWN. I= ` A"r' P.E "B" ATTACHED MULTISPAN W/CANTILEVER'OPTION" Exp.3_ LENGTH _ ALUMINUM PANEL OF S rRUCT URE ROOF MIN. 0.25" SLOPE PER FT. O.H VARIES § SEE SCHEDULE FOR SPANS (MAy NOT gE ENCLOSED \ O.H SPA SP ptJ "O.H." NOT TO EXCEED 25% F OF SPAN SEE DETAIL FOR SPLICE VER BEAM pOST SPACING OPTI NAL CANTILEVER BEAD SEE SCHEDULE FOR SEESC SQ. POSTS. SIZE VARIES HEDULES PI�ST SPACING iv 3 1l2" SLAB MAY BE USED TO CONSTRAIN ALTERNATE: SINGLE POST o ° op ExCE ED FOOTING, SEE SEE SCHEDULE NOTE O SPLICE THIS SCHEDULE POST DAT END B YS. FOOTING WHERE REQUIRED J l ( J FOOTING WHERE REQUIRED ✓ (f/ SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- COMPONTENT UNLESS OTHERWISE SHOWN. CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE I'D" FREESTANDING MULTISPAN W/CANTILEVER OPTION I TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD= " PATIO COVER SYSTEM AS MFG. BY:, DRAWN BYi N.K. SOLID PANEL 10, 20 830 pst DURALUM PRODUCTS, INC. DATE: 5/0512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING STRUCTURES HORIZ. NAND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 90. 100 & 110 MPH MIM a57 -7m1 rax an,,_iSiq calAe(n'1r4 vellum rrvn SHEET 2 OF 30 REVIRED BY- K K 8 D P. i MAX. PROD. SEE SCHEDULE MAX. O.H. 2M SPAN SEE LENGTH OF STRUCTURE VARIES NOTE:,EACH COMPONENT IS INTER- CHANGEABLE,WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. OPEN IpATIO COVER ,—TYPE"'E" ATTACHED SING RAFTER, SEE TABLE SEE FOR SIZE AND SPACING .... -I I , 0.H_ HEIGHT LENGTH OF STRUCTURE VARIES OPEN LATTICE.TYPES �" FXis T/A'G POST WITH SIDE X- PLATES SEE DETAIL 3 1/2- SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE FOOTING WHEREREQUIRED.e F SEE SCHED. FOR FOOOTINGTING C C � FEE NOTE: THIS OPEN LATTICE -TYPE STIR J MAY NO T BE ENCLOSEDOR LATTICE STRUCT Z : THIS OPEN LATTICE -TY E-yTC,AY NST BE ENCLOSE c�-nA ED. /SIV MAX. PROJ. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE SCHEDULE MAY NOT BE ENCLOSED OR COVERED. RAFTER. SEE TABLE FOR SIZE AND SPACING 7S O p�PFR 25AX.OP PAN POST HEIGHT SEEICHEDUL LENGTH OF STRUCTURE VARIES ,TE: EACH COMPONENT IS INTER- I PO Tr` GEABLE WITH ANY OTHER SFF TENT UNLESS OTHERWISE SHOWN. q+� a TYPE "F" ATTACHED MULE 1Lr14Y 0 6 1009 MAX. PROD. SEE SCHEDULE HEIGHT � FX/Sr/rycBG/<OIA,c II POST WITH SIDE- ulllllll PLATES SEE TAIL 3 1/2' SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. IrJ SEE SCHEDULE "FOOTING WHERE REQUIRED. SEE SCHED. FOR FOOTING CUBE SIZE ATT CE STRUCTURE NOTE: THIS OPEN LATTICE -TYPE STRUCTURE T MAY NOT BE ENCLOSED OR COVERED. POST CROSS-SECTI LENGTH OF STRUCTURE VARIES // P SEE POST DETAI POST CR SS -SECTION, SFF Tq� ST SEE POST DET L e0/ryG Sp0 Sp T'�B�FO/NG ' 3 1Q- SLAB � I 3 v2• SLAB NOTE: EACH COMPONENT IS INTER- POST MAY BE USED SFF SP TO CONSTRAIN MAY BE USED TO CONSTRAIN CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. T�<Fo/�c SCHEDULE EE NOTE: EACH COMPONENT IS INTER- POST FOOTING, SEE SFFIgBPF°/NG 1 SCHEDULE CHANGEABLE V41TH ANY OTHER l OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED SEE SCHED. FOR FOOTING CUBE SIZE SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE TYPE "H" FREESTANDING MULTISPAN L TTICE STRUCTURE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE PATIO�COVER SYSTEM BY: DRAWN.BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD - OPEN LATTICE 10, 20 R 30 psr INC.MFG. DURALUM PRODUCTS. N D ATE'. 510512009 GOMMERGIAL AND RESIDENTIAL STRUCTURAL ENGINEERING STRUCTURES* HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 3 OF 30 SCALE: NONE - RANCHO CUCAMONGA. CA (951) 741-2107 90.100 & 110 MPH FAX Any151P eatacnn��ral��m inn, REVISED BY: K K. R D P. SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 11�1Y 0 6 90/100/110 MPH I ; �.( - 25" —I .67" = E B B W 430�#t 40„ 17 s° 40"� Llzs.. 2.46" 1.70" O 40' 35 3 (" 1.125- taa" ao° I ! I 40° No. 37948 3.00" — 4.50' -- 4.50" I— 4.50"-- 4.50' — 3.00" Exp 3 3 , 75 214.00" ALUM. ALLOY 3004-1136 OR EQUAL �' civic 1 24" TRI -"V" PAN L.L.= (PSF) PANEL"T' (IN.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN EXP.13 I EXP.0 EXP.B EXP.0 EXP.B EXP.0 10 .018 111_0„ 10._0„ ! 10,_0„ i ! 9'-0" 9'-7" 8'-8" .024 12'-10" 11'-7" I 11'-7" 110'-4" I 11'-0" 10'-0" .. .032 14'-9" 13'-4" 13'-4" I i12'-0" 12'-10" 11'-7" .040 21'-6" "21'-6" I I I 21,_6„ 21,_6„ 21,_6" 20 .018 9,_6" 9,_6„ i 1 9,_6„ 1 9,_6„ 9,_6„ 9,_6" .024 10,_7, 10,_7, 10'-7" 10,_4„ 10'-7" 10._0„ .032 11 _8„ 11' 8" 11 _8 11 _8„ 11 _8 11,_7, .040 17,_9„ 17,_9„ 17,_9„ 17,_9„ 17,_9„ 17,_9„ 30 .018 7,_9„ 7'-9" 7,_9„ 71_9„ 7,_9„ 7,_9„ 024 9'_0. 91_0., ' 91_01, 12'-7" 12'-7" 12'-7" 032 10,_2„ 10'-2" 10._2" 10,_2„ 10,_2" 10,_2„ ,040 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" EXPOSURE B & C ALUM. ALLOY 3004-H36 OR EQUAL 12" x 3 1/2"-W PANEL L.L.= (PSF) PANEL"T' (IN.) 90 MPH SPAN_ .. 100 MPH SPAN 110 MPH SPAN EXP.B EXP.0 , EXP.B EXP.0 EXP.13 'EXP.0 10 .020 15'-1" 15'-1" :15'-1" 15'-1" 15'-1"' 15'-1" .024 16'-7" 16,_7, 16'-7" 16'-7" 16,_7,. 16,_7, .. .032 19':3" 19'-3" 19'-3^ 19,_3„ 19,_3„ 19,_3„ .040 21'-6" "21'-6" 21,_6„ 21,_6„ 21,_6„ 21,_6" 20 .020 12'-6" 12'-6" 12'-6" 12'-6" 12'-6"' 12'-6" .024 13'-8" 13'-8" 13,_8„ 13,_8., 13'-8" 13,_8„ .032 .15'-10" 15'-10" 15-10" 15'-10" 15'-10" 15'-10" .040 17,_9„ 17,_9„ 17,_9„ 17,_9„ 17,_9„ 17,_9„ 30 .020 11'-5" 11'-5" 11'-5" 11'-5" 11'-5" 11'-5" .024 12'-7" 12'-7" 12'-7" 12'-7" 12'-7" 12'-7" 032 14'-6" 14,_6„ 14,-6„ 14,_6„ 14,_6„ 14,_6„ ,040 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" PATIO COVER SYSTEM MFG. BY: DRAWN BY: K.K. I TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = IN DURALUM PRODUCTS, INC. DATE:'S/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL SPANS 10, 20 8 30 psf HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 90. 100 8 110 MPH /Q1R\ dF9-�Mt FAX Afl'1-1p19 �aio�nw,:oi�m SHEET 4 OF 30 . .. REVISED BY: K.K. 8 D.P. SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C 77" .09R. (I.S.) 67" iv.77" 1 .09R. (I.S.) .67" N •25" FAN BEAM 25" ALL UNMARKED RADII .06R - 2 5' _ N ALL UNMARKED RADII .06R 'n 2.5"T= SEE T- e 38" 45° I __.. —.I —A . __,. I HEADER TYP. 38" ALUM. ALLOY 3004-H36 OR EQUAL 8"x2 1/2" FLAT PAN L.L.= (PSF) "T' (IN.) 90,1O 0PH 8110 MSPAN j EXP.B 8 EXP.Q 10 .018 .018 .020 13'-4" t 1 .024 14'-2" .032 16'-4" .040 18'_4•' 20 .020 ,020 .024 .024 .032 13'-4" .040 15'-0" 30 .020 9'-5" .024 10'-0" M.032 .032 .040 12'-11" EXIST. WALL No.7948 _ Exp. ��I l " CEILING FAN AND/ OR LIGHT FIXTURE ( MAX. 30 lbs. ) 2 I-4AY o 62o'nn T=.075" TYP--- 3" i -I ALUM. ALLOY 3004-H36 OR EQUAL i 6"x2 1/2" FLAT PAN L.L.= (PSF) (;,N.) 90,1008110 MPH SPAN EXP.B 8 EXP.0 10 .018 13'-6" .020 14'-3" .024 15'-7" .032 18'-1" .040 20'-2" 20 ,020 11'-3" .024 12'-10" .032 14'-10" 040 16'-4" 30.020 10'-9" .024 111.9.1 .032 13'-8" .040 15'-2" ALLOWABLE SPANS DNMJ BY: K.K.PATIO 2" x 3" FAN BEAM 10# : 21'-6" 20# 17'-9" 30# . 16'-3" EXIST. WALL V FAN BEAM ALUM. ALLOY 6063-T6 ATTACHMENT AT HANGER CHANNEL FAN BEAM �{ SEE SCHED.HANGER HANNEL 3" FAN BEAM \ #12 S.M.S. SCREW \ #12 S.M.S. SCREW AT HANGER CHANNEL I i FAN BEAM ATTACHMENT AT HEADER I FAN BEAM I 3 I I 0.042"x3"x8" HEADER 4\#12 x 3 1/2" S.M.S. SCREW AT HEADER DNMJ BY: K.K.PATIO TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = COVER SYSTEM AS MFG. BY: GATE, 510512009PANELSPANS COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING & 10, 20 & 30 psf DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 SCALE: NONE REVISED BY: K.K. & D.P. RANCHO CUCAMONGA. CA (951) 741-2107 FAN BEAM HORIZ. WIND = 70. 90g' 110 MPH !PIAN d,5�-7wi Fnx dn-A-151P SHEET 5 OF 30 (RAFTER ' SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 2..�.�''n n 0 3.. 6.5.. I-,iAY 0 c��![ltus pQ �. Cq A.�� ` I�MAX.� 2" I�— � r o24•• � � A 032" 024" .042" i —� '032„ ALUM. ALLOY 3004-H36 / �) q' O • ��n A b OR EQUAL Ind J'FO \\ Exp. i ,. ALUM. ALLOY 3004-H36 *`SEE.NOTE BELOW � f � \• s � �� OR EQUAL -- m-� 2 x 6.1/2" RAFTER m DBL. 2 x 6 1/2" RAFTER c L.L.= "T' c� 90, 100 & 110 MPH L.L.= "T' 90, 100 & 110 MPH (PSF) (IN.) m cc EXPOSURE B& C (PSF) (IN.) N o EXPOSURE B& C 16" 14'-11" .024 16" 21,_1„ .024 24" 17,_2'. 24" 12'_2„ 10 i 16" 201_1.' 16" 28'-6" [032 0 032 ; 24„ 6, 5„ j 24" 23,_3., v 042 16 24.-Io".024 16 15'-3" 24" 20,_3., 20 24" 12,_5" 16" 101_10. 16" 20,_7., .024 .032 24" 8'-10" 24" 16'-10" 16" 14,_7. 16" 13,_9" 20 .032 '024 24" 11'_11" 30 24" 11'-2„ 16" 18'-O" 16" 16._6„ .042 .032 24" 14.8" 24" 15'_1„ 16" 9'-8" .024 24" 16" 13'-1" 90/100/110 MPH, EXPOSURE B & C TRIBUTARY �II 3.01, 8.0" LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 SCALE: 042" 0©00©©0�000000�� 10.20 8 30 psf ALUM. ALLOY 3004-H36 OR EQUAL RANCHO CUCAMONGA. CA (951) 741-2107 HORIZ. WAND = 90. 100 8, 110 MPH 8269 ALPINE AVE.. IglA%d57-7n71 FAY dn21.51V SEE NOTE BE[ n7w rnial 3 x 8" RAFTER 90 & 100 MPH 110 MPH EXP. B& C EXP. B EXP.0 (PSF) (IN.) N o 16" 28'_5„ 28,_5" 27,_8'. 10 042 2'4" 23,_2" 23'-2" 22._6„ 16" 20._6,. 20'_6. 20'-6" .042 20 24„ 16,_9„ 16,_9„ 16,_9„ 30 I .042 24' 15' 6" 15' 6„ 15._6„ 30 .032 NOTE: SINGLE RAFTERS SPACED 16" O.C. MAYBE USED AT 32" O.C. WHEN DOUBLED 24 10'-8" AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C_ WHEN DOUBLED. PROJECTION 16" 16,_2" SPAN .042 O.H. I 24" 13,_2„ 7 RIBUTARY TRIBUTARY= WIDTH WIDTH 1/2 SPAN +O.H. • -'NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN TRIBUTARY TABLE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 SCALE: COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 0©00©©0�000000�� 10.20 8 30 psf OURALUM PRODUCTS, INC. SACRAMENTO, CA 95826 NONE REVISED BY: K K & D P RANCHO CUCAMONGA. CA (951) 741-2107 HORIZ. WAND = 90. 100 8, 110 MPH 8269 ALPINE AVE.. IglA%d57-7n71 FAY dn21.51V SHEET 7 OF 30 7 RIBUTARY TRIBUTARY= WIDTH WIDTH 1/2 SPAN +O.H. • -'NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 SCALE: COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RAFTER SPANS 10.20 8 30 psf OURALUM PRODUCTS, INC. SACRAMENTO, CA 95826 NONE REVISED BY: K K & D P RANCHO CUCAMONGA. CA (951) 741-2107 HORIZ. WAND = 90. 100 8, 110 MPH 8269 ALPINE AVE.. IglA%d57-7n71 FAY dn21.51V SHEET 7 OF 30 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 1.50' TTT O6 N o 19 WALL °' M FASTENERS ROLLFORMED HANGER R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET.�c 281" N r7 I ALUM.ALLOY 6063-T6 060" i I 1500.. T B EXTRUDED HANGER CHA NEL ALUM. PANEL OR ` I I 3x ALUM. RAFTER \ ��--vel 11 i FASCIA BOARD EXIST. EAVES, RAFTER:, ALLOWABLE PROJ. EXISTING EAV SEE TABLE BELOW OVERHANG ROOF PANEL (WHERE ALUM.ALLOY EXISTING EAVE CONNECTION WALL FASTENERS r— SEE TABLE 300" i #14 SMS @ PANEL LOCKS OR #8 SMS 25"R .05 AT EA. CONTACT • � � LL=10 LL=20 .20� v- 90 CONTINUOUS A- RAIL OCCURS) ROOF PANEL (WHERE ALUM.ALLOY BorC BorD F Ln 6063-T6 #14 SMS @ EA. CONTACT W WALL CONNECTION O ALUM.ALLOY 6063-T6 I.R. HANGER 2.740" T=.060" — WALL FASTENERS SEE TABLE HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC:) WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN W/ SIMPSON A35 16" O.C. CELL AT FASTENER) OR CONC. LL=20 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 90 A BorD BorD E E E J J K 100 BorC BorD BorD E E E J J K 110 D BorD BorD E E E J J K 5'-6" DESCRIPTION OF LAG -SCREW (SEE NOTE BELOW) T-0" A=3/8"O x 1 1/2" @ 12" O.C. "J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE' Of zz I B=3/8"O x 1 1/2" @ B" O.C. 'K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE w¢ C=7/16"O x 1 1/2" @ 10" O.C. 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1 `ww: U)WcL D=7/16"O x 1 1/2" @%12" O.C: 25'-0" . 2_ E=3/8"0 x 4" @ EACH STUD F=7/16"O x 4" @ EACH STUD EXIST. RAFTER DRAWN BY: K.K. DATE: 5/052009 SCALE: NONE REVISED NKK 8 D P I ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANGi(L) LL=10 LL=20 LL=30 2" x 4"1'-6" FULL'OR 2" x 4" FULL 16" O.C. ! 16'-8" 13'-10" 9'-3" 2'-0" ! 11 _8„ 8'-8" 5'-10" 24" O.C. 1'-6" 10'-8" 8'-3" 5'-6" 2•-0" T-0" 4'-6" T-0" 2"x6" FULL OR24" 2"x8". NOTCHED O.C.2'-0" I 17'-6" .=. 14'-0" 9'-6" � 2"x8" FULL 24" O.C. 2' 0" 25'-0" 16'-9" NOTE: AT 10, 20 & 30 L.L. MAY USE: 2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.) USE: (2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD) I THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4, RESPECTIVELY 20#/30#L.L.=(2)#14;SN U -BRACKET 3/4' OR 1 1/2" f2" x 6 1/2" OR 5" MIN. 3" x 8" ALUM. RAFTER I 3/4" OR 1 1/2" \ EXISTING WOOD STUD FRAMIN( 2 EACH 1/4"0 x 3-1/2" LAG SCR 2 EACH 7/16"0x 3-1/2" LAG SC 2" MIN. PENETRATION INTO :XISTING WOOD STUD) APPROVED 3" ORA" INSUL. ROOF PANEL �_1 ',IAY 0 G i009 W 0 O '— O Tl 4P N 0 0 #14 SMS T&B r AT 12" O.C. SIDE EA. SIDE 3/16" 8„ 0 STEEL 0 1/4"0 HOLES,TYP. 0 . NOTE: PROVIDE WATER 8o CAOUCK TECTIONJOINTS AND OMETAL PE ING rTO DRAIN TYPICAL BRACKET AT EVERY 2x 11/4" \ FOR SPAN SEE ALLOWABLE. DECK/RAFTER SPAN TABLE EAVELENGTH \ ' L' \ 2.6 OR 2.8 LEDGER p5( RAFTER _ XXX"`111)14x1314" (3)4t 140112"W.S.. PATIO COVER OI -� u NOTE: PLACE "SIKH FLEX" OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL OBRACKET CONNECTION NOTE: BRACKET MAY BE MOUNTED BELOW RAFTER W/ SAME CONNECTIONS. ' DRAWN BY: K.K. DATE: 5/052009 SCALE: NONE REVISED NKK 8 D P I TOM CAMPBELL &ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA. CA (951) 741-2107 HANGER CHANNEL AND BRACKET ATTACHMENTS LIVE LOAD= 10, 208, 30 ND HORIZ. NAND = 90. 100 8 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 rg1Ai e.az7mi PAY ana.isia «m�rn��rou,m rr.m SHEET 8 OF 30 COLUMN/ POST TYPES,,& SURFACE MOUNT ATTACHMENT DETAILS 'F— 3 —{— 2 —1 3.00" SQ. 3.00"SQ. I 024" i I #10 SMS .032" 24"Q 3.00" SQ. f -- �— N 3" Q.xt=.188 „ G=3SQ.xt=50'@.EA ) I SIDCE =4"SQ.xt=.1886.5" 13„ :C.075" 040 ALUM. a.032"TYP. =s°SQ.xt=.laa" NK1 .048"STEEL .032" 28 F E O 3.0".4.0" OR 5.0" O` 5/8'_PLASTIC PLUG 3" SQ. ALUM. POST 37 SQ. ALUM. POST ti� WITH SIDE PLATES O 3 M• MAG POST 3" SQ' ALUM. POST SQUARE STEEL POST ALUM. ALLUY 3004- 36 ALUM. ALLOY 3004 -H36" ----ALUM. ALLOY 3004-H36 3" SQ. STEEL POST ASTM A36 GRADE 40 ALUM. ALLOY 6063-T6 ASTM A653 GRADE 40 ALUM: -'ALLOY 3.00" OR ` 2.0" 6 063 T5 2.40" 1'375" CL7/16"OHOLE .56" 2 FLANGES O I 2 1/8" APART / 75.. 0 1. ASTM GRADE 36 STEEL 1.125 2.s' r o .75"1 075" BASE FLARES 1.60" .157" tE TYP _ __ — SDE OFFLANGES p 1 1.50 USE FOR 3" 1� 75 } 1 \ \\\ INSTALL WASH. PLATE ,090" TYP. 1%--.-5h&- x 5Y2" WHEN USING POST ONLY 5.50" (T41-7/16"0 HOLE IN 110 MPH WIND -AREA .090" BRACKET-FOR'3'"-POSTS & 2-3/8" HOLES �2 s/ts"0 HOLES—Z EA. SIDE t--ALUM-"T"_BRACKET STEEL "T" BRACKET 5 T=.060" TYP. �3 -3/8" LAG SCREWS OR h1r�Y G 6 '2.009 4;-1/4" LAG SCREWS � (2.5" PENE. INTO EA. STUD) FES 3 6„3" Q UJI CD ~ ' Lu N10. 7948 CC I Exp. 3 C L ALUM. ALLOY CFICAU 6063-T5 3" x 8" ALUM. RAFT. BRACKET 3" x 8" ALUM. HEADER HEADER BRACKET _ "H" BRACKET ORNN BY'. K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: ' DATE: 5/0512009 SCALE: NONE REVISED SY• K K 8 0 P COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGACA (951) 741-2107 , COLUMN/ POST TYPES 10, 20 8 30 psl HORIZ. WIND = 90. 100 8 110 MPH DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95828 191A1 esi_7mi pAx nnanslo=loufilnn.alum rn," SHEET 9 OF 30 COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS ALUM.'T"BRACKET USE WITH '"".i ,•:. POST TYPE B,C,D, OR E... STEEL POST ONLY: USE POST TYPE "T" BRACKETi: STEEL."T"BRACKET USE WITH (3)-5/8"0 BOLTS POST TYPE B,C.D,E,F.G,H,J OR K. I I F. G. H. J OR K FOR POST TYPE J - @ 3"SQ. POST W/ ...• 3" SQ. POST , ALUM."T"BRACKET: I 3SQ. POST (2)-#12 SMS EA. USE f(2 -3/8'0 HILTI I I 4 5" SIDE OF POST OR KWKBOLTS OR EQUAL 2 -1/2"0 BOLTS 1/4" M.B. THROUGH STEEL.T"BRACKET: 1/2 DEPTH OF I I (a TI 16"INSERT POST SEE NOTES BELOW USE (2)-3/8'0 HILTI KWIK FOOTING OR I I CONDITIONS ALL ER 45•. x .188" BOLTS OR EQUAL 12" MIN. EMBD. I I (2)-3I8"0 HILTI "KWIK.. (2" MIN. EMBEDMENT DEPTH ASTM A3' FOR KWIK BOLTS I I BOLTS, OR EQUAL, EACH FOOTING SIZE i SINGLE POSTS BOLTS :: I' 17.: W/INSERT, MAG. BEAM, 4" OR 7" I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE, 2" X �" X•0' -5K" AT STEEL "T' BRACKET. PATIO COVER SYSTEM AS MFG. BY: T_O.0 BRACKET TO SLAB. -SQ. 20" 21" SQ. 12" 23" & 24" CUI BE (2)-1/2"0 3 114" DURALUM PRODUCTS, INC.- - "S MINIMUM DISTANCE TO ! 3 1%4" 24" 28" SQ. 20" c� 8269 ALPINE AVE., SACRAMENTO, CA 95826 .BASE PL . k(' EDGE OF SLAB = 2-1/2" Q - - - LL /ciA) d59-Tmi Fox ana.um <a16cr1Aunl„m Mm ASTM A572 STEEL q e w WO DE TH n • W _ 3/16" SLAB SHALL BE INI I e POURED CONCRETE ` •L•'.:� r GOOD CONDITION I FOOTING SEE NOTE V �; ;• ;;..: ••' w 3" SO. POST (STL.) F014 SIZE ° • ' �' (1)-1 /2"OM. B. p OR FLUTED ' 3 1/2" MIN. SEE FOOTIN x9" LONG, 1" SQUARE OR 4" SQ POST (STL.) SCHEDULE QUARE--JFROM END SEE.FTGS, INSERT - -- .. OF POST SCH ED. 0' iEXISTING SLAB� O7 i 3" SQ. POSTS TO CONC. FOOTING 8O SQUARE POST EMBED. FOOTING O PL.5/8'THK WELDED STEEL BASE PLATE_ i I ATTACHED ATTACHED ONLY NOTES: BASE PLATE SCHEDULE.. ALTERNATE FTG.' FOOTING & ANCHOR BOLTS1. I DO NOT USE ALUM. "T' PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT.8 9" SQ. x 5/8" B, C, D, F, G, & H ` i I BRACKET WITH 3X8 BM. CUBE SIZE SQ. 1B" DEEP ' CUBE FTG.. FOOTING SIZE i SINGLE POSTS BOLTS EMBED. W/INSERT, MAG. BEAM, 4" OR 7" I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE, 2" X �" X•0' -5K" AT STEEL "T' BRACKET. PATIO COVER SYSTEM AS MFG. BY: 18" 1811 12" -SQ. 20" 21" SQ. 12" 23" & 24" CUI BE (2)-1/2"0 3 114" DURALUM PRODUCTS, INC.- - 22"' 25" SQ. 16" 25" - 30" CUBE I (4) 1/2"0 3 1%4" 24" 28" SQ. 20" ":26" 32" SQ. 23" 31"-34"CUBE (4)-5/8"0 p FREESTANDING". I, 3. POST TYPE F �')l/•{Y Q 6 2009 28" 35" SO.' 25" DO'NOTUSE STEEL "T' BASE 'PLATE :ANCHOR _ 35"- 39" CUBE (4)J/4 0 4 3/4" BRACKET W/7" I -BEAM. ' 30" 39" SQ. 28" Ct BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE) ... 32" 43" SQ. 30" 40" - 42' CUBE (4j -3/4"O 4 314" ��OFESS�O (4)- 3/4"0 HILTI KWIK BOLTTZ STAINLESS 34" 47" SQ. 32" 9"x9" 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL i e� Q,S �' Cq x _ NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL (4 3/4" EMBEDMENT DEPTH) �(/ 36" 51" SQ. 34„ I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. 38" 55" SQ. 37" CDis 40" 7:.,6d" SQ. 39" i oc No. 379. 8 az" aa' SQ.: ar' Exp3I 44" 69" SQ. 43" �:(Vi CUBE FOOTING W13 1/2" SLAB I NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DRAWN BY: K.K. I TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 ' COMMERCIAL -AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN SURFACE MOUNT 10. 20 & 30 psf DURALUM PRODUCTS, INC.- - SCALE: NONE ! - RANCHO CUCAMONGA, CA (951) 741.2107 AND EMBEDMENT HORIZ. WAND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 .. REVISED BY: K K. 8 D.P I - - - 90. 100 & 110 MPH : /ciA) d59-Tmi Fox ana.um <a16cr1Aunl„m Mm :.. SHFFT in OF 30 HEADER. BEAM TYPES & ATTACHMENT DETAILS j 1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP 3.00" SQ. 2.00° SPLICE WHERE 1 79" OCCURS —� SPLICE WHERE SPLICEOCCURS OCCURS 4.6" U�j 73"2.57" as' 14"R TYP. —�� 048' 2.19" z.oa ass 2.04" TYP. T8„ TYP•, 3.0• .ZS" 2.93" 4.0000" 2.7" ASTM A653 GRADE 40 .038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6 E ALL6.53 ROLLFORMED O 6063-T64.5" GUTTER O MAG. GUTTER O 'MAG BEAM O 3" SO. STEEL BEAM 4„ / �I 3.0" P t L 3„ _I 6.5„ 3„ 2 6.5" i — 2„ � � MAX. �O I f— .042"SPLICE` WHERE 4" .024" SPLICE WHERE — f— .032" —r_ �— 8.0" OCCURS 070'1 OCCURS .032'' TY P. .042" 1 I 110" TYP. ll 1 ` r ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL 1 OR EQUAL ALUM. ALLOY ALUM. ALLOY 6063-T6 C 6063-T6 J ' 4�I-BEAM O 7" I -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM r/O � 3x86EAM --1�� ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS 3 ' A a.. 625" r M'� � 4" I -BEAM = 7i'x 2 3/4" x 16 GA. STEEL C -BEAM' .042" ! l oor •042" T=14 GA. 7" ]-BEAM = •12"x 3 1/4" x 12 GA. STEEL 1—T r 7 875 ASTM A653 GRADE 50 ALUM. ALLOY 3004-H36 I )ALUM. ALLOY 3004-1136 I II 625 ~ No. 3 948 rr OR EQUAL — L U OR EQUAL O --I 2.875" I�� N I EX \ ' O p 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM 4 STEELINSERT C101 P `-- - -- �� DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE: 510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TYPES 10, 20 & 30 pst DURALUM PRODUCTS, INC. CA 95826 " SCALE: NONE REVISED BY: K K. 9 D.P. RANCHO CUCAMONGA, CA (951) 741.2107 HORIZ. WIND = 90. 100 & 110 MPH 8269 ALPINE AVE., SACRAMENTO. rR1A� e57-7mi SHEET 11 OF 30 SPLICE DETAILS 11 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT 911 24" 5„ 3., 1.. 1.. 3.. 1„ 1,. (2VALOLEY, TYP. E� I � I # 10 S. M.S. I I # 12 S.M.S. II (8 TOT. TYP. THICKNESS =.035' (24 TOT TYP. THICKN nSS =..035" vE ___ 13 6.38" I II I 11, + �� + + tt t t t t tt ALUM. ALLOY 3004-1-136 ; ALUM. ALLOY 3004-H36 __ OR 6063-T5 FOR EXTRUnFn OR 6063-T5 FOR EXTRUDED =_-- NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS I AT ANY LOCATION EXCEPT AT END BAYS I I NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SPLICES -"ROLLFORMED , & EXTRUDED FASCIASI-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. j(j6j081-T6) ALTERNATE I I TO POST W/(2)-1/2"0 3„ I I I' �YL.0-BEAM THRU-BOLTS TOTAL= (8)-1/2"0 BOLTS IF ............. ........................................_..................... .. SD. POST .. ESS 1.00 1.00" 0_ ON o 0 0 S �. C,q�'��A BEAM TO POST CONN. NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED SPLICE WH Occur ALUM. ALLOY 6063-T6 7" I -BEAM j MOMENT C -SPLICE #12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS @ 8"O.C. AX. 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 2- 3/8"0 M.B. THRU STL. "T' BRACKET TO POST. POST, SEE SCHEDULE ALTERNATE BEAM TO POST CONN. DRAWN BY: K.K. i TOM'CAMPBELL & ASSOCIATES, INC. LIVE LOAD = ' SPLICE WHERE 4" OCCURS I 2.00" I i I ,. CD W NO. —.070" 1 p O - TYP. - RANCHO CUCAMONGA, CA 951 741-2107. (1 SPLICE DETAILS HORIZ. WIND = p:- ..... ........ :........................... ...... -.._... _......... .......... ............................................................... ALUM:ALLOY 6063-T6 16" 1" 90. 1008110 MPH ��- O 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 SPLICE WH Occur ALUM. ALLOY 6063-T6 7" I -BEAM j MOMENT C -SPLICE #12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS @ 8"O.C. AX. 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 2- 3/8"0 M.B. THRU STL. "T' BRACKET TO POST. POST, SEE SCHEDULE ALTERNATE BEAM TO POST CONN. DRAWN BY: K.K. i TOM'CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/050009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 10, 20 & 30 psl DURALUM PRODUCTS, INC. - SCALE: NONE - RANCHO CUCAMONGA, CA 951 741-2107. (1 SPLICE DETAILS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95828 SHEET 12 OF 30 REVISED BY* K K R 0 P - 90. 1008110 MPH ��- /C1R1 dF7-7f1�1 FAY d11i-151Q cnlcc�lr4 vabim �rvn 'OPTIONAL DECORATIVE FASCIA ( WOOD, ALUM. OR HARDBORD ) 2414 x 1/2" S.M.S. EACH SIDE OF 3" SQ. POST (4 -TOTAL) ALTERNATE:1/4••0 OLT W/WASHER EA. SIDE OF 3" SO. POST ' o IL It L_+ �I 2.35" GUTTER FASCIA MAG BEAM 3"SQ. STL. BEAM 3" SO. POST 2414 x 1/2" S.M.S. EACH SIDE OF 3" SO. POST (4-TOTALI ALTERNATE: 1/4"0 OLT W/ WASHER EA. SIDE OF 3" $O. POST 3" SO. POST 1 3" SO. POST BEAM TO POST CONNECTION DETAILS x 8" x.042" BEAM, SQ. STEEL OR \) #14 S.M.S. EA. SIDE (4}TOT. AG BEAM. 1 #14 S.M.S. TOP & BOTT. (2) -TOT. I l #14 x 1/2" S.M.S. TOP & BOTT. (2) -TOT. ROOF PANEL I 111 11 I I4 61 ROLLFORMED OR EXTRUDED GUTTER ALUM. BRACKET X (4)-#14 SDS @ EA. SIDE FASCIA TOP & BOTT. TOT -=16 #14 S.M.S. @12"O.C. 2„ 1„ 61/2"x2"X .024"RAFTER RAFTER "TAIL" TO GUTTER 15 'X 3" ALUM. OR TEEL POST - v 14 H,- BRACKET TO POST 13- �-� ALUM. -H24 /ALUM. ALLOY 3003-H24 1.50" 1`50,' 28" 2" 28"� 2" 2" L 018' ��] j- � -P1 t —2.3" LATTICE TUBE / 1 1/2" SQ�OR UBE P2 2" LATTICE T C1 DESS/pN C#6 x 2 "SMS, 2 112" OR 3 1/2", TYP. Cj �• Cq �`� 1 1/2" OR 2" SQ. OR 2"x3" LATTICE — — — — @ WO.C. MIN. UP TO 7"O.C. MAX. �1 — — — — — w I" No. "198 r � — RAFTER � Exp. '3 � LATTICE'TUBE TO RAFTER C(VI\_ 17 - — .DRAWN BY'. K.K. TOM CAMPBELL 8 ASSOCIATES, INC. - BEAM O POST DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ATTACHMENT SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 REVISED BY;. K K & D P 3'125" FOR 3 x RAFTER -2125"-FOR 2 x RAFTER t = .040" 6063-T6 �1 /Z I t = .040" 3004-H36 ALUM. 1 (4) - #14 x 3/4' TEK SCREWS BRACKET TO RAFTER I �1/2" MIN. 1 I II 0 _ o I 0 I .750" I (4) -#14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS BRACKETtO BEAM BRACKET - RAFTER TO BEAM 18 LIVE LOAD =- 10, zo & 3o psr` DURALUM PRODUCTS, INC. HORIZWIND = 8269 ALP�NE AVE., SACRAMENTO, CA 95825 90. 100. & 110 MPH IalAl e52.7m1 PAY Awk.141Q SHEET 13 OF 30 DOUBLE RAFTER CONNECTION DETAILS LATTICE,B_EAM�TO FOSTICONNECTION /BEAM SPLICE TO- 1/ OCCUR DIRECTLY OVER �5 $"`0 P�STIC 1 1/2" OR 2"LATTICE #8 S.M.S. I POST. NOT PERMITTED PLUG WHERE ALTERNATE 1/2" DOUBLE RAFTER- I @ 2 -POST UNITS SCR[Ml!S'INSIDE BOLT CONNECTIO PLAN 2 WS PER SIDEI ALTERNATE: 5„ 5„ #14 SMS MAY 4414 S.M.S. EACHBE USE AS v - - RAFTER To COL. 10014 ALTERNATE TO -- CONNECT. (8 -TOT.) 3.5 3.5" 1/4"0 BOLTS 3.5" 1 8" BEAM _ 5 I .5 - •. -- 1" 6414 SMS EA. I I SIDE I I 6 1/2" SIDEPLATE EA. 3"x 3"STL.POST (24") I o I ALTERNATE: #14'.SMS EA. SIDE I SIDE "SEE POST SCHED. INSERT ATTACHED OR I (2)-2x6.5" OR I I / FOR FREESTANDING HEADER TOP„NIID'HEIGHT. 3"x 3"STL.POST COLUMN (2)-3"x8" AND BOTTOM., " 3 SQ.P_OST BETWEEN SIDE PLATES (2)-1 /2"BOLT WBEA M TO POST CQNNECTION'�`=-"�• 2''x 6.5" SIDEPLATE POST H- EDU 21 DBL. RAFTER / DBL. HEADER CONN. -3' SQ. x,032" + (2)-2"x 6 1/2' x .024” 3" SQ. x .032" + (2)-2" x 6 1/2" x .032. E ''W/ (6)-#14 S.M.S. EACH SIDE. ° 1 Efl W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC SLAB ONLY �.�' USE ON CONC. SLAB OR FOOTING EXIST. i SHEATHINGI� 0 AY G 7009 #8 S.M.S. EACH SIDE J I I 11 �J U LATTICE 1 1/2" OR 2" 2"x6" LEDGER (NEW OR EXIST.) �E�cy,_ of =' r� �p w \ (2) 3/8" LAG SCREW ®��,� I' `'^I/�j4� 2"x6.5" OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT i I ALTERNATE: 2)- #14 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) ALTERNATE: ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER 3"x3"4.024" (1) - 1/2" BOLT OR CONNECTOR (2)-#14 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. 20 Y EXIST. SITUCCO OR EQUAL PENE.INTO EACH WOOD STUD EXIST. STUCCO / LEDGER ATTACHMENT DETAIL DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 ! COMMERCIAL AND RESIDENTIAL STRUCTURAL'ENGINEERING LATTICE 10,20&30 psf DURALUM PRODUCTS, INC. SCALESCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 CONNECTIONS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95828 .SHEET 14 OF 3D D BY: K K R D P 90. 100 & 110 MPH fQlrl A57.7M1 FAY Anti -1510 ealoc/nlm nah,m rnm POST F MAX HT.= 8' FREESTANDING ONLY 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 F., Rol WA Oheon f FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGUR ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE S INDICATES EXPOSURE C INDICATES EXP. B & C. DRAWN BY: K.K. 6.511 ROLLFORM SOLID POST SPACING T BLE 4" I -BEAM PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 1¢— F 0 CD F- F- MAX.COL. SPACING ON SLAB MAX.POST SPACING FREESTAND ATTACHEDI I MAX.POST SPACING FREESTAND ATTACHED FTG. (IN.) MIN. POST TYPE FTG (IN.) MIN! POST TYPE FTG. (IN.) MIN: POST TYPE FTG (IN.) MIN. POST TYPE 4' 17'-0" 13'-9" 32 F 19 B 17'-6" 32 G 21 B 5' 13'-7" 12'-4" 32 F 20 131 16-3" 32 G 22 B 6' 11'-4" 11'-3" 29 F 21. B I 14'=11" 32 G 22 B 7' • 9'-8" . 10'-5'' 29 G 21 B 13'-1'0'1 32 G .23 B 8' 8'=6" : 9'=9" 29 G 22 B 12'-11`.' 32' - G. 24 B 9' 7'-7" 9'-2"29 G 22 B 12'=2" I 32 G 24 B 10' 6'=9". - 8'-9" 29. G 22 B 11'=7" . 29 G 24 B 11'6, 2„ 8--4" 29 G 23 B 11'-0"i 29 G' 25 B 12' 5'-8" 10' 6„! 29 G 25 B . 13' 5'-2” ; 10'-2" i.. 32 H . 25 B 14'' 4'-10". 9'-9" 32. H 26 B 15'. 16' 4'-6'r. 4,_3° r 9'-5 9'-2" 32 32 H H 26 26 B B 17' 4'-0.. 8'-10" 32 H 27 B 18 3.9.1 i 8. 7.. 32 H 27 B . 19 3'-7' 8'-5" 38 H 27 B 20'3'4 8'-2" 38 H 27 B . POST F MAX HT.= 8' FREESTANDING ONLY 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 F., Rol WA Oheon f FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGUR ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE S INDICATES EXPOSURE C INDICATES EXP. B & C. DRAWN BY: K.K. TOM CAMPBELL &ASSOCIATES, INC. SOLID POST SPACING T BLE uvE LOAD = PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. DATE: 51052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDIN 10, 20 a 3o psi HORI2. WIND = - 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 15 OF 30 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHE 90.100 8 110 MPH roiA; asp-7n7i FaX dnylplQ=IocfnlAumlum ��m REVISED BY: K.K. 8 D.P. f FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGUR ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE S INDICATES EXPOSURE C INDICATES EXP. B & C. DRAWN BY: K.K. TOM CAMPBELL &ASSOCIATES, INC. SOLID POST SPACING T BLE uvE LOAD = PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. DATE: 51052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDIN 10, 20 a 3o psi HORI2. WIND = - 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 15 OF 30 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHE 90.100 8 110 MPH roiA; asp-7n7i FaX dnylplQ=IocfnlAumlum ��m REVISED BY: K.K. 8 D.P. 10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C TOM CAMPBELL & ASSOCIATES. INC. SOLID LIVE LOAD = 7" I -BEAM DBL. 3"x8"x.042"BEAM DBL'�R6 5Xx8.063E2" BEAM 3"x8" BEAM w/INSERT COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE } DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 FREESTANDING AND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED H 5 p Z m g r H : o 0 m U— U a Z SPACING SPACING SPACING FOR DBL. SPACING FOR 3" x 8" SPACING m r FTG. MIN FTG MIN. FTG. MIN POST FTG MIN. POST FTG. MIN' POST FTG MIN. POST FTG MIN.FTG POST MIN. POST r 2 cn O (IN.) POST TYPE (IN.) POST TYPE (IN.) TYPE (IN.) TYPE 2" x 6.5x.032" BEAM (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE 4' 17'-0" 28'-10" 38 G 23 B 1g'_2" 38 G 20 B 13'_7° 13'_7° 32 F 23 B 24'-9" 38 G 23 B 4' 5' 13'-7" 25'-10" 38 G 24 B/E 17'-2" 32 G 20 B 12'-1" 12'-2" 32 F 24 B 22'-2" 38 G 24 B 5' 6' 11'-4" 23'-7" 38 G 25 B/E 15'-8.. 32 G 21 B 1,' ," 1,' ," 29 F 25 B 20'-3" 38 G 25 B/C 6' 7' 9'-8" 21'-10" 38 G 25 B/E 14'-6" 32 G 22 B 10'-3" 1 D'-3" 29 G 25 B 18'-9" 32 G 25 B/C 7' 8' 8'-6" 20'-5" 38 G 26 B/E 13'-6" 32 G 22 B 9'-7" 9'-7" 29 G 26 B 17'-6" 32 G 26 B/E 8 9' 7'-7" 19'-3" 38 G 27 E/ 12'-9" 32 G 22 B 29 G 27 B 16'-6" 32 27 G B /E 9` 10' 6'-9" 18'-3" 38 G 27 E� 12'-," 32 G 23 B 8'-7" 8'-7" 29 G 27 B 15'-8' 32 G 27 B/E 10' 11' 6'-2" 17'-5' 32 G 27 E F 11'-6" 29 G 23 B 8'-2" 8' 2' 29 G 27 B 14'-11" 32 G 27 B /E 11' 12' 5'-8" 16'-8" 32 G 28 E�. j 1, 1„ 29 G 24 B 7'-10" 7'-10" 29 G 28 B 14'-4" 32 G 28 B/E 12 13' 5'-2" 16-0" 32 H 28 E/F 10'-8" 32 H 24 B 7' 6" 7' 6" 32 H 28 B 13'-9" 32 H 28 B/E 13 14' 4'-10" 15'-5" 32 H 29 E� 10'-3" 32 H 24 B 7'-3" 7'-3" 32 H 29 B 13'-3" 32 H 29 B/E 14' 15' 4'-6" 14'-11' 32 H 29 E� 9'-,o" 32 H 24 B 7'-0" 7'-0" 32 H 29 B 12'-10" 32 29 H B /E 15' 16' 4'-3" 14'-5" 32 H 29 F 9'-7" 32 H 25 B 6'-7" 6_9„ 32 H 29 1 B 12'-6" 32 H 29 B/E 16 17' 4'-0" 14'-0" 32 H 29 F 9'-3" 32 H 25 B 6-2" 6-7" 32 H 29 B 12'-0" 32 H 29 B/E 17 18' 3'-9" 13'-8" 32 H 30 F s'-0" 32 H 25 B 5'-1a' 6,-4„ 32 H 30 B 11'-8" 32 H 30 B/E 18 19' 3'-7"13'-3" 38 H 30 F 8' 9" 38 H 25 B 5'-7" 6,_2„ 38 H 30 B. 11'4, 38 H 30 B/E 19 20' 3'-4" 12'-11' 38 H 30 F 8' 7„ 38 H 26 B 5'-3" 6_11. 38 H 30 B 11'-1"E 491 20 I Cq POST F MAX HT.= 8' FREESTANDING ONLY I-,1AY0 67009 NOTE: FOOTNOTE: "SAMPLE" Z 2 W f" ill FOOTING SHOWN REPRESENTS LENGTH OF i EACH SIDE OF CUBED FOOTING WITHOUT SLAB. Edi:. ; �8 � FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C 33, Exp. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. \P SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SHT. 10 FOR ATTACHED 8 SHT. 24 FOR FREESTANDING DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES. INC. SOLID LIVE LOAD = PATIO COVER SYSTEM ASM . DATE: 510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE 10, 20 8 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 FREESTANDING AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 16 OF 30 REVISED BY: K.K. & D.P. 90. 100 & 110 MPH (G1F1 d59-7091 FAX d11a.141Q mm�nm�im mm 10# L.L. 100 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP.' -Q & C TOM CAMPBELL & ASSOCIATES, INC. SOLID 6.5" ROLLFORM 4" I -BEAM 4.5" 1. MAG GUTTER MAG BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3" SQ. STEEL BEAM F Z) p f— MAX.COL. SPACING ON SLAB MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED SPACING FTG. MIN. FTG MIN• POST POST (IN.) TYPE (IN.) TYPE MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED FTG. (IN.) MIN. POST TYPE FTG (IN.) MIN.. POST TYPE FTG. .(IN.) MIN. POST TYPE FTG (INJ MIN. POST TYPE FTG. (IN:) . MIN. POST TYPE FTG (IN.).. MIN POST TYPE FTG. (IN.) MIN POST TYPE FTG (IN.) MIN. POS TYP 4' 17'-0" 13'-3" 30. G 20 B , i 17'-0" 34 G 22 B 13'-4" 34 G 20 B 12'-3" 34 G 20 B 13'-7" 12"S' 34 G 22 B 5' 13'-7" 11'-10" 30 G 21 B 15'-8" 34 G 23 B 11'-11" 30 G 21 B 11'-4" 30 G 21 B 12 1.1 30 G 22 B 6' 11'-4" 1 o'-9" 30 G 22 B . 14'-4" 34 G 24 B 10'-0" 30 G 22 . B 10'-5': 30 G 22 - B 11' 10 2 30 G . 23 B T' 9'-8'r. 10'-0" 30 G . 22 B, 13',-3 34 G 24 B 10'-1" 30 G 22 B 9' 7" 30 G 22 B 9, 5,. 30 G 24 B 8' 8'-6" 9'-4" 30 G 23 B 12'-5.. 34 G 25 B 9'-5" 30 G 23 B 9'-0" 30 G 23 ' B 9' 7 Ig' 10' _ 30 G 24 . B 9' 7'-7" 8'-10" 30 G ' 23 . B 1.1 8, . ; 34 G 25 B 8'-10" .30 G 23 B 8'_6" 30 G 23 B 9 1 . 8'-3"' 30 G 25 B 10' 6'-9". 8'-4" 30 G 24 . . B { 11, 1„ 130 . G 26 B 8',5'' 30 G 24 B s' -o" 30 G 24 . B 8`7,, _ 30 G. 25 . B 11" 6'-2" 7'-8" 30 H 24 B 10'-�" i 30 H . 26 B 8'-0" 30- •H 24 B . �'s" 30 H 24 B 8'-2'7 6.. 30 H 26 B 12' S'-8" 10'_1" 30 H 27 B 7'-4" 30 H .24 B 7'-10"_2 30 H 26 • B 13' 5'-2" 9, 9„ 34 H 27 B SAY 0 Q. lug �'-1" 34 H 25 B 7' 6„ 34 - H 26 B 14' 4'-10" 9'-4" 34 H 27 . B 6'-1 o" 34 H B T 3... 34 ' H 27' B 15' 4'-6" g' -o^ 34 . H 28' .. B ; ` -e�4 ;q P 6,_7„ 34 H . 25 $ - T o 6'-5" 34 H . 27 B 16' 4'-3" s-9 34 H 28. B m 6,_4,. 34 H 25 ` B... 6'-10„ ,. 34 -H 27 B 17 . 4'-0" s'-6.. .34 H 28 B x 6'-2" 34 H 26 B s 76,_0,. 34 H : 27 B . 18' 3'-g° 8'-3" 34 H 28 B `<. 6'-0" 34 H 26 B 6'-5"5'-10' . 34 .. H 28 B 19' 3 -7" 8'-0" 3'9 H 29 B `.. 6' 10° 39 H 26 B 6'-35,_8„ 39 .. H 28 B 20' 3 4 . -- 7'-10" 39 H 29 B 5'-8° 39 H 26 B 6-1 NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT.'10' FOR ATTACHED 8 SHT. 24 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B NE� FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. SOLID LIVE LOAD = PATIO COVER SYSTEM AS MFG: BY: DATE: 5I05I2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING t0, 20 8 30 psf DURALUM PRODUCTS, INC. SCALE: NONE - RANCHO CUCAMONGA. CA (951) 741-2107 AND ATTACHED HORIZ. WIND = 90.100 8 110 MPH 0269 ALPINE AVE., SACRAMENTO, CA 95826 MIM eA�_7m/ FAY Al4L1Rt0 e,iP=nn.�o,m.•..m SHEET 17 OF 30 REVISED BY: K.K & D.P. . I 10# L.L. 100 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. SOLID POST SPACING TABLE LIVE LOAD = 7" I -BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM FREESTANDING 3"x811 BEAMMINSERT 8269 ALPINE AVE., SACRAMENTG, CA 95 26 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 >_cr 90.100 8 110 MPH ro+a+ e;z�m+ vnx enz.+;+o �,mumn�..�o,.„ SH ET 18 OF 30 REVISED BY: K.K. 8 D.P. ., , .. OR 3"x8"BEAM MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST MAX.POST FREESTAND ATTACHED MAX.POST FREE57AND ATTACHED QS F F. -r L7m O Z r¢ - m o D o 00 Qf Q- ¢ CL Z SPACING SPACING SPACING FOR DBL. SPACING FOR 3" x B" SPACING r FTG. MIN. FTG MIN. FTG. MIN. FTG MIN. FTG. MIN. POST FTG MIN. POST FTG. MIN. POST FTG MIN. POST r g rn O (IN.) POST TYPE (IN) POST TYPE (IN.) TYPE (IN) TYPE 2" x 6.5x.032" BEAM (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN) TYPE 4' 17'-0" 28' 1 39 G 25 B 19'-2" 39 G 21 B 13' 6" 34 G 25 B 2423,-9" 39 G 25 B 4' 8 5" '0"25'-1 39 G 25 B �EG 17'-2" 34 22 B" g-7 12'-2" 34 25 B 22' 2" 39 G 25 B 5' 5' 13'-7" 24'-10' 11'-8"G 1'-3"B 6'11'-4" 23'-7" 39 26 �E 15'-8" / 34 G 22 B" 11 _12'8„G 30 G 26 B 20'-3" 39 G 26 B� C 6' 5'-8" 1 p, 7,. 19'-5" 1'-1 39 G 27 B 14'-6" 34 G 23 B 1 o'-3" 10'-3" 30 G 27 B 39 G 27 B/ C 7. 7' 9'-8" 20'-11' �E 13'-11" 9'-10" 9'-10' 18' 0" 8' 8'-6.. 20'-5" 39 G 27 B �E 13'-6" 34 G 24 B 9'-7" 9'-7" 30 G 27 B 17.6.. 34 G 27 B/E g 19'-7" 13' 0" 9'-3" 9' 2" 6' 10„ 9' 7'-7" 19'-3" 39 G 28 E 12' 9" 34 G 24 B 9' 30 G 28 B 16'-6>--34 G 28 B/E 9' 8-6" � 2' 3" 8'-8" 8' 8" 5'-10„ 10' 6'-9" 18'-3" 34 G 28 E/ F 12'_1, 11'-8" 30 G 24 B 8 7" - 8'-7" 30 G 28 B 15'-8" 34 G 28 B/E 10' 11' 6'-2" 17'- 1'6.9 34 H 29 E// 11' 6" 30 H 25 B 8'-2" 8' 2" 10" 30 H 29 B 14, 1 „ 14''4" 30 H 29 B/E 11' 11'-1" ,-'7'-9" 12' 5'-8" 16'-8" 34 H 29 E/ 11'-1" 34 H 25 B 7'-10" 7'-10" 30 H 29'B 14'-43 30 H 29 B�E 12' F 0'-7" 7'_2" 7'_6" 9 13' 5'-2" 16'-0" 34 H 30 E �F 19-81 34 H 25 B 7'-7" 7' 6" 34 H 30 B 13, 9„ 34 H 30 B�E 13' 10'-2„ 6' 7" 7'-3" 13'-2" 14' 15'-5" H 30 E 10'-3" 34 H 26 B 7'-3" 7'-3" 34 H 30 B 13'-3" 34 H 30 B�E 14 4'-10'. „ 34 -10" 6'-1" 6'-11" 2'-8" . 15' 14'-1 34 H 30 E 9'-10" 34 H 26 B 7'-0" 7' o" 34 I i 30 B 12' 1 2, 3., 34 H 30 B/E 15' 4'-6" 14'-4" 9'-6" 5' 8" 6' 9" 16' 14'-5" 34 J 31 F 9'-7" 34 J 26 B 6'-9" 34 J 31 B 1' 11' 34 31 B/E 16' 4'-3" , 9'-2" 5�_4" 6-15" 17' p 14'-0" 34 J F 9 3., 34 J 27 B 6 -5" 6 7 34 J 31 B 12'-0" 11'-6" 34 31 B /E 17' 4'-0" 13' 5" 31 -11" 5' o" 6'-4" _ 18' 13'-8" 34 J F 9'-0" 34 J 27 B s'-1" 6'-4" 34 J 31 B 11'-8' 11'-2„ 34 J 31 �E 18' 3'-9" 13' 1„ 31 g_g 4. 9., 6,_2. 19' 13'-3" 39 J F 8'-9" 39 J 27 B 39 J 32 B 39 J 32 B/E 19' 3'-7" 12'-9" 32 8'-5" 4' 6" 6'-0" 0'-11" 20' 12' 39 J 32 F 8'-7"8 39 J 27 B 5'-6" 6'-1" 39 J 32 B 10'-8" 39 J 32 B 20' 3'-4" 12, 5" 3 4'-3" 5'-10" I-AIAY 0 G 2009 4� - X51. Cq�p l� FOOTNOTE: "SAMPLE"co �� NOTE: FOOTING SHOWN REPRESENTS LENGTH OF Z f m EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE 6 FIGURE INDICATES EXPOSURE C C7 L� ~ �iC:. :�`ci f � WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. EXp. 3) SEE ALTERNATE FOOTING TABLES ono FREESTANDING ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. ' DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. SOLID POST SPACING TABLE LIVE LOAD = PATIO COVER SYSTEM AS MFG. DURALUM PRODUCTS, INC. DATE: Sr05r2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 a 3o pst HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTG, CA 95 26 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 AND ATTACHED 90.100 8 110 MPH ro+a+ e;z�m+ vnx enz.+;+o �,mumn�..�o,.„ SH ET 18 OF 30 REVISED BY: K.K. 8 D.P. ., , .. 10# L.L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS 6:5" ROLLFORM 4'.'.I=BEAM 4:5 / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM H OJ c0 M Z 110 MPH 110 MPH 110 MPH 110 MPH 110 MPH FREESTAND ATTACHEDI FREESTAND- ATTACHED -FREESTAND ATTACHED FREESTAND ATTACHE • D o 5 .` MAX.POST MAX.POST MAX.POST FREESTAND ATTACHED MAX.POST MAX.POST' XOX aZ SPACING SPACING SPACING FTG. MIN. FTG MIN. SPACING SPACING FTG. MIN. FTG MIN.; FTG. MIN• FTG MIN. FTG. MIN. FTG MIN. FTG. MIN, FTG MIN. r g rn O (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE POST POST (IN.) TYPE (IN.) TYPE (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE. (IN-) POS TYP 4' 17'-0" 12'-7" 36 H 21 B 1 T- s -s 36 H 23 B 12'-8" . 36 H 21 B 12'-11 36 H 21 B 13'-T' 29 H 22 e -10° 5' 13'-7" 11'-3" 32 H 22 B; 16'-10, 36 H 24 B „ 11'-4 32 H 22 B 11'-80'-10" 32 H 22 B 1210'-1" 29 H 23 6' 11'-4" ; 10'-3" 32 H 23 B 14'-13, 36 H 25 B 10'-4" 32 H 23 B 1o'g,-11', 32 H. 23 r?-,, 29 H 24 e s,,. : -: 7' 9'-8" 9'-6" 32 H 23 B ! 13'-1 " " 36 H 26 B 9'-7" 32 H 23 B 32 H 23 B 29 ..H j . ;25 B .: 8' 8, 6„ 8, 11„ 32 H 24 B! 12'-1 ". 36 H 26 B 8'-11" 32 H 24 B � 32 : H . 24 B -7" " ?9_ H 25 ;B 1 . 11 , 9' 7'-T' 8'-5" 32 H 24 B 12'-2" 36 H 27 B 8'-5" 32 H 24 B -10" 32 H 24 B ,. 9 1 ,_6„ 32. �-{ 26 .B I - 10' 6'-9" 7'-11" 32 H 25 B 11, 7„ 32 H 27 B 8'-0" ' ' 32 �{ 25 B 8'-5" ,.. 32 H 25 B._ ''�" 32. H 26. ; B 1 o'-s' T-8" 1.. 11' 6,_2„ 7,_7.. 3? H 25 B 11'-0" 32 H 28 B' 7, 8„ 32 H 25 B 8. o.. ' 32 H 25 B 8'-2 - H 26 B. .. . 12' 10'-6" 32 H 28 ` B 7'-8" 32 H 26,. . B -16 32-. H . .27 ' $ 9'-6" 6, 13' : 10' 2" .;: 36 28 T 4" 36 . 26 T-6" 27 14' 9� 36 J 29 B 1%,11{;1 �I �U 7-1" 36_ . J 26 B T- 6' o,. 36 J 27 E 15 i 9' 5" 36 J 29 B ESS 6'-1 36 27 T-0" 36 28 E 16' 0 2" 36 J 29 B 2 4,32v, s'-86 1 36 J 27 B . 6 - : J B 8' 3 . 8'-Y �P5 b'_T - 17' 8'-10" 36 J 30 B �� < m 6'-5" 36 J 27 B 6'-7" , 3,. 36 J. 28 B so'` �... 5'-10 I 8,"�„ 36 J 30 B . 36 J 27 . B 6 36 ;J. 29- B 18' - P - 19' 8'/ 41 J 30 B ". �� 61 -1 41 J 28 B 6 34'-s„ 41 J 29 E 20' 41 30 B - . 0 5'-11 ", 5,. 41 J 28 B 6' 41 J 29 E 41;'6 NOTE: FOOTING SHOWN REPRESENTS LENGTH OF FOOTNOTE: "SAMPLE" EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B ,WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C MAY BE REDUCED 6'° EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. SHT. 10'FOR-ATTACHED & SHT. 24 FOR FREESTANDING DRAWN BY: K.K. DATE: 5i05rz009 TOM CAMPBELL &ASSOCIATES, INC: - AND RESIDENTIAL STRUCTURAL ENGINEERING Soup POST SPACING TABLE uVE LOAD = io, 20 a 3o pst PATIO COVER SYSTEWAS MFG. BY: DURALUM PRODUCTS, INC. SCALE: NONE COMMERCIAL I RANCHO CUCAMONGA, CA (957) 741-2107 FREESTANDING AND ATTACHED HORIZ. WIND = 90.100 & 110 MPH 8269 ALPINE AVE., SACRAMENTO. CA 95626 - fQlA%A.47.R171 FAX mi-isin ��IP�nn,,,=I„m ��m SHEET 19 OF 30 REVISED BY: K K. 8 D.P. .... , , .......... ..... .. . _.... 10# L.L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C PATIO COVER SYSTEM AS MFG. B ' 7" I-BEAM TOM CAMPBELL & ASSOCIATES, INC. SOLID POST SPACING TABLE LIVE LOAD= DBL. 3"x8"x.042"BEAM GATE: 510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING DBL.22" x6 5z8. 832" BEAM SCALE: NONE REVISED BY: K.K. 8 D.P. RANCHO CUCAMONGA, CA (951) 741-2107 311x8" BEAMMINSERT 90.100 & 110 MPH MIR, A90-7n7i FAY AM.1514 ��iP�rmn,,.oi�,,,, .-.+.., FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST •MAX.POST SPACING FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED ¢ = 7 O J m OU 5 m G ¢ D Z MAX.POST SPACING MIN. SPACING POST SPACING FOR DBL. FOR 3" x 8" MIN. POST SPACING MIN POST r- FTG. MIN. FTG FTG. POST FTG FTG. MIN POST FTG FTG. MIN. POST FIN F rn O (IN.) POST TYPE (IN.) POST TYPE IN. ( ) TYPE IN. ( ) TYPE 2" x 6.5x.032" BEAM (IN.) pE (IN.) TYPE (IN.) TYPE (IN.) TYPE 41 H 26 B 19'-2" 41 H 22 B 13,_7„ 13 7" 36 H 26 B 24'-22-8" 4 1 H 2 26 B 4 28'-1 o" 4' 17'-0" 7, 6„ 12'-5" 12'-5' 25'-10" 41 H 27 B /E. 17.2, 5'-8" 36 H 23 B 12'- 2" 11' 1" 12'-2" 11, 1„ 36 H 27 B 22'-2" 0, 3„ 41 H 2 27 B 5' 5' 13'-7" 23, 7„ B/C 6' B 15'-8" 36 H 24 11, 1„ 11, 1„ B " 32 H 28 B 20'-3" 41 18, 6„ H 2Y28 23'-7" 41 H 28 6' 11'-4" 1'_7" /E 4'-4 , B 14'-6" 36 H 25 10' 2" 1 o' 1 B 10' 3" 10' 3" 32 H 28 B 18'-9'7-1" 36 H 2%g e/C 7 21'-10" 41 I i 29 7 9'-8" 19'-11' 30 E 13'-3" B/E 13'-1'2 36 H 25 9'-5" 9'-4" B g, 7.. 9'-7" 32 H 29 Br 17'-6 0 36 H 2�9 B/E 8' 20'-5" H 8' 8'-6" 18'-8" 41 30 5 E 12'-1 36 26 8 8 8 9 9'-1" 9'-1" B 32 H 30 6 B 16'-6" 36 H �0 B�E 9' 19'-3" 9 7'-7" -7" 36 H � 1'-8'. H 7._8„ 8.3 15' 1„ 18'-3" 36 H 31 E 12'_2„ 36 H 26 8'-7" 8'-7" B 32 H 30 B 15'-8" „ 36 H 270 B/E 10' 10' 6'-9" 16'-8„ H 31 /F 11' 1" E/ 11' 7" 32 H 26 „ _ 8' 2" 8'-2" B 32 31 B 14'-1 32 13'-8" H 2�1 B/E 11 11' 6'-2., 17'-5" 36 15'-11" 16'-8" 36 31 F 10-7 E/ 11'-1" 32 H 27 6'-4" 7'-6' 7'-10" 7'-10" B 32 H 31 B 14'-4" 32 H 2 31 B/E 12 12 5'-8" 36 H J 32 F 0,_1„ E� s, s„ 36 J 27 -5'-9" 7,_2„ B 7'-7" 7'-6" 5'-4" 6'-10" 36 J 31 13'-1„ B 13'-92 7 36 J 2�1 B/E 13' 13' 5'-2" 16, 0„ 4'-8" J 32 E 10'-3" 36 J 28 7 3„ 7, 3„ B 36 J 32 B 13'-3" 36 J 232 B/ 14' E 14' 15'-5" 4'-10" „ 36 � -4.. 4'-11" 6'-7" 2'-1" 14 11' 36 J 32 E 9'-11" 36 J 28 B 7'-0" 7'-0" 36 J 32 B 12'-11° 8 36 J 2 32 B/ 15' 4'-6 13'-8" 16 14 5" 36 J 33 9' 7" F 36 J 28 6 8" 6'-9" B 36 J 32 B 12'-5" 36 1'-4 J 2 %2 e/ 16' E 4'-3" „ 8' 9" 4'-4" 6'-2" 36 J 9' 4 F 36 J 28 6 -3" 6'-7 B 36 J 33 B 12'-0" 1.I J 233 B/E 17' 17' 14'-0" 4'-0" 33 6" 4'-1" 6' 0" 12'-1 36 J 9-1" F 36 J 29 5'-11" 6'-5" B 36 J 33lB-..,,-1 11'-8" 36 10'-8" J 3�3 B/E 18- 18' 13'-8" 3'_g" 33 3'-10" 5'-10" 41 J 8'-10" F 41 J 29 5'-7" 6-3" B 41 J 3311_441 5„12'-0"E12-11 J 333 B/ 19,19' 13'-3" 3'-7" 33 8, 0„ g _g 5�-6"0' 41 J 8'-7" F 41 J 29 B 5'-4" 6' 1 41 J 3411'- 41 J 30 0 20' 3'-4" 11'-5„ 7' 10' 3' 6" 5'-3" O q "SAMPLE" NOTE: FOOTNOTE: r 2 FOOTING SHOWN REPRESENTS LENGTH EACH SIDE OF CUBED FOOTING WITHOUT OF~ SLAB. FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C W jai„ °G m :448 r r Tl WHERE SLAB OCCURS, CUBED FOOTING SIZE u Exp. 3 31 MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. J SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. n TTn UCM P CW7 — CnD Ca FFCTGMf1IMr ..... .. . _.... PATIO COVER SYSTEM AS MFG. B ' DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. SOLID POST SPACING TABLE LIVE LOAD= DURALUM FROM UCTS,.INC. GATE: 510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING W. zo & 30 psr HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 HEET 20 OF 30 SCALE: NONE REVISED BY: K.K. 8 D.P. RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED „ ..,, .. 90.100 & 110 MPH MIR, A90-7n7i FAY AM.1514 ��iP�rmn,,.oi�,,,, .-.+.., 20# L.L. 110 .MPH. FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS- EXP.B&C } 6:5" ROLLFORM 4" I-BEAM 4.51 MAG GUTTER MAG BEAM 3" SQ, STEEL BEAM F 7 O. m p z mmQ V — J X Q N 2 In O MAX.POST SPACING FREESTAND ATTACHED: MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.P09T SPACING FREESTAND ATTACHED FTG. (IN.) MIN. POST TYPE FTG. (IN.) MINI 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 POST TYPE FTG. (IN.) MIN. POS TYP 4' 8'-11" 11'-4" 32 H 20 B 14'-2" 36 H . 22 B 10'-9" 32 H 20 B 10'-3" 32 H 20 B 11'-5" 32 H 22 B s' 7'-1" 10'-2" 32 H 21 B'; 12'-8" 36 H 23 B 9'-7" 32 H 21 B 9'-2" 32 H 21 B 10'-7" 32 H .23 B 6' 5'-11": 9'-3" 32 H 22 B ! 11'=6" 32 H 24 B 8'-9" 32 H 22 B 8'-5" 32 H 22 B 9'-8." 32 H 24 -: B �' S'-1" 8'-7" 32 H 22 B 10'-8" 32 H 24 B 8'-1" 32 H 22 B 7'-9" 29 H 22 B 8'-11" 32. H 24 B B 4'-5" 8'-0" 32 H 23 Bi 10'-0" 32 H • 25 B 7'-7" 32 H 23 B 7'-3" 29 H 23 B . 8'-4" 32. .H 25 •,B - 9• 3'-11" 7'-7" 32 H 23 B 9'-5" 32 H 25 B 7'-2" 32 H 23 B 6'-10" 32 H 23 B 7'-11" 32 H 25 . B 10' 3'-6" 7'-2" 32 H 23 B 8'-11"i: 32 H 26 B 6'-9" 32 H 24 B 6'-6" 32. H 23 B 7'-6" 32... H 26 B 1 r. 3,_2„ 6'-l* 0„ 32 J 24 B 8'-6: 32 J 26 B 6'-6„ 32 J 24 B 6'-2, 32 J 24 B 7 _2" 32 26 B. 12• - ' 6'-7" 32. , j 24 '� B� 8'-2" 32 j 27 •B 6'-2". - 32 _ j 24 B 5'-11" 32 �j 24 B 6'-10" 32 - ' ;J • 27 ;. B 13' - 6'-4" 36 25 B 7'-10" 36 j 27 B 5'-11" 36 J 25 B 5,_8" 36 J 25 B 6'-7" 36 J 27 B 14' - 6.1" 36 25 B j'.7^ I 36 J 27 B 5'-9" 36 j 25 B 5'-6" 36 25 B 6'-4" 36' J 27 B.* ,s _ 5'-10" 36 25 B 7'-4" 36 .J 28 B 5'-7".. 36 j 25 B 5'-4" 36 j 25 g 6'-1" 36 28_. B 5'-8„ 36 25 B. 7'-1" 36 28 B 5'4" 36 j 25' B 5-2" 36 J 25 B 5'-11" 36 j 28 . B 16• - 36 26 B 6-_10 36 �.. 29 B 5'-3" 36 j 26 B 5'-0" 36 26 B 5'-9" 36 29 B r7 - 5'-6" i ►i°y0 .�Itn�`J QRQFESN FOOTNOTE: "SAMPLE" Cq�A �� FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C �ti0 P5 C� r m ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. No. -3-94 �m � NOTE: Exp. 3 FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. Civ WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING PRAWN BY: K.K. TOM CAMPBELL &ASSOCIATES, INC. DATE: 5/058009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 REVISED BY: K.K. 8 D.P. SOLID POSTSPACINGTABLE FREESTANDING AND ATTACHED .,.. .. , .... •... LIVE LOAD = IDURALLIM 10,20 8 30 pst HORI2. WIND = 90.100 8 110 MPH AO COVER SYSTEM AS MFG. BY: PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO• CA 95826 �o�a: eFa�mi FAY dnllfilQ �oia�mm�.ol�,.., r...,. ... SHEET 21 OF 30 20# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C 22'-5" 41 H 25 DBL. 3"x8"x.042"BM H DBLoR6' " .BSM EAM 36 311x8" BEAMMINSERI 20 B 10'-2" 7" I -BEAM 32 H 20 B " 36 MAX.POST SPACING 21 B r J U 5 9'-5" 32 H MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST SPACING MAX.POST SPACING FREESTAND ATTACHED FREESTAND ATTACHED 00 F v ¢ `� SPACING FTG. MIN FTG MIN. E/ SPACING FTG. MIN FTG MIN. B FOR DBL. FOR 3 x 8 FTG. FMMIN. PPOS F 11'-3" FTG. MIN. FTGMIN. POS o z 7'-11" (IN.) POST (IN•) POST TYPE 7' 5'-1" (IN.) POST TYPE (IN.) POST TYPE F 2x6.6x.032 BEAM IN ( ) (IN TYPE 23 B (IN.) TYPE (IN•) TYP H 23 B 81 TYPE 15'-10" 36 H 27 F 10'-3" 36 9'-11" 32 H 23 B 6'-9" 7'-0" 20 5" 41 H 22 C 4'8'-11" 22'-5" 41 H 25 F H 14'-10" 36 H 20 B 10'-2" 10'-6" 32 H 20 B SHEET 22 OF 30 36 H 21 B 15'-6" 9'-1" 9'-5" 32 H 21 B s 7,_1.. 20'-0" 41 H 25 F E/ 13'-3" 12'-2" 36 H 22 B E/ 8'-4" 8'-7" 32 H 22 B 6 5'-11" 18'-3" 41 H 26 F 11'-3" 32 H 22 B 7'-8" 7'-11" 32 H 22 B 7' 5'-1" 16'-11" 41 H 27 F 10'-6" 32 H 23 B 7'-2" 7'-5" 32 H 23 B 81 4' S.. 15'-10" 36 H 27 F 10'-3" 36 9'-11" 32 H 23 B 6'-9" 7'-0" 32 H 23 B 9' 3'-11" 14'-11" 36 H 28 F F 9'-5" 32 H 24 B 6'-5" 6'-8" 32 H 24 B 10•3'-6.. 14'-2" 36 H 28 8'-11" 32 24 B 5'-9" 6'-4" 32 24 B 11 3'-2" 13'-6" 36 J 29 F 8'-7" 32 J 24 B 5'-4" 6'" 32 24 B 12' 12'-11 36 J 29 F 8'-3" 36 J 25 B 4'-11" 5'-10" 32 24 B 13' _ 12'-5" 36 J 30 F F 7'-11" 36 J 25 B 4'-7" 5-5' 36 j 24. B 14• - 12'-0" 36 J 30 F 7'-8" 36 J 25 B 4'-4" 5'-1" 36 J 25 B 1s' _ 11'-7" 36 J 30 31 F 7'-5"36 J 26 B - 4'-9" 36 J 25 B 16 _ 11'-2"36 J 17 _ 10'-10" 36 J 31 F 7'-2" 36 J 26 B - 4'-5" 36 J 25 ' B FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. 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 19. 2.. 5 Z PATIO COVER SYSTEM AS MFG. BY: 36 H 2 25 C/ 17'-2" LIVE LOAD = 10, 20 a 3o psr DURALUM PRODUCTS, INC. 16'-8" 36H FREESTANDING 226 c15'-8" SHEET 22 OF 30 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 AND ATTACHED 15'-6" 36 H 227 C/ 14'-6" 14'-6" 36 H 2�/27 E/ 13'-7" 13'-8" 36 H 228 E/ 2'-10" 12'-1 32 H 281 8 E� 32 J 2E E� 11'-7" 11'-1 " 32 J 229 E/ 11'-a" 36 1 J 20 E/ 10'_1 36 J � E/ 5 10110'-7" 36 J 20 E� 9'-11" 10'-3" 36 J �1 E/ 7" 9'-11" q._4•, 36 J > 31 E FESS O®� MAY 0 ii 059 co 1(D '1 LIJ No. 4 r. Exp. 3 3 PATIO COVER SYSTEM AS MFG. BY: DRAWN BY: K.K. TOM CAMPBELL &ASSOCIATES, INC. soLlD POST SPACING TABLE LIVE LOAD = 10, 20 a 3o psr DURALUM PRODUCTS, INC. DATE. 5105Ra09 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 22 OF 30 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 AND ATTACHED 90.100 8 110 MPH IQ1F1457.?n71 Fnx An.'-151Q=Ic�nr.,��e�m ��m REVISED BY: K.K. 8 D.P. FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C 'ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED'6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10. FOR ATTACHED. & SHT. 24 FOR FREESTANDING 1,11AY 0 6 2009 DRAWN BY: K.K. • 30#.S.L. 110 MPH FREESTAND4,ATTACHED SOLID- PATIOS/ COMMERCIAL - B&( 12 LESS EXP. SOLID LIVE LOAD PATIO COVER SYSTEM AS MFG. .By:., 0 z L) 5< Eo z Z. U) 0 6.5" ROLLFORMsit 71111SIAll 7A;TACIr:ll' DATE: 5/0512009 [REVISED 4" I -BEAM 4'51 MAG GUTTER -OR MAG BEAM F�R .. TA.. MAX.POST SPACING MIN. FTG. FTG. MIN. POST POST (IN..) TYPE (IN.) TYPE DURALUM PRODUCTS, INC. g MAKPOST SPACING RANCHO CUCAMONGA CA (951) 741-2107 — MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING NG FREESTAND ATTACHED MAXPOST SPACING 90. i0o a FTG. (IN.) MIN POST TYPE FTG (IN.) Mjj� i POST TYPE FTG. (IN.) MIN. 'FTG POST TYPE (IN-) POST TYPE FTG (IN.) MIN - POST TYPE FTG. (IN.) M IN. POST TYPE FTG. (IN-) —FFTG: pMo"S T :TYPE (IN-) MIN. POS Typ 4- 6-2" 10'-0" 32 j 20 Bi 13'-3" 36 j 22 B 10. :32 20 B 9--T K -j 20 9--1 0" J 19 8 5' 4'- 10" 8'-1 1 32 J 2 ..Bl 0" 36 J 23 B 9'-0 32 J 21 B- 8--T 52 21 B .*8 -9.. 3 2 J -,20' 6-1- 4 8'-27 32 J 21 Bli 1.1,101-10-1- 32 j n. B* j 21 B T-10". -32 j -21 B 8'-0"'B 32 T- .7-7 32 22 811 i.o,-o,, 32 J 24 B T-7 32 J 22 B 7-73" 29 B5" 32 J. • ;B El' 7 29 2' Bi 4" 3*2' j 24 B' 32 j 22 B 6'-9" f9 j 22**1 B 32- 2. 'B 6'-8" 29 j 23 Bi 8'-10" 32 J- 25 B 6-8" 32 J 23 B, 64' 32 J 23 8 6'-7 32 j 22: -B 10, 6'-'4" 29 j 23 B 8'-4" 32 j 2*5 B 6-4" '�2 j 23 B 32 J 23 B 6'-_T`*. 32 j 23, B 6-10" 29 j- 23. B 32 j 26 B 6'-1 ��32 j 23 B 5'-9" 32 j . 23--- B 5 32 12' 5'-9" 29 j 24 j E31 T-8" 32 j 26 B 5'-� 10" 32. j 24 B 5'-6" 32 j 24 32. 24 13- 29 K 24 B! 7'-4" 11. 36 K , 26 B 5' 7 36 K 24. B 5'-4.. 3 2 K 24 B 5 '-5'. 36 24 .:B 14' 5-4" 29 K 24 36 K 27 Q -5'-4" 24 B 6-2" 32 K .2.4- B 5'-3"' 36 K: 24 1:7B FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C 'ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED'6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10. FOR ATTACHED. & SHT. 24 FOR FREESTANDING 1,11AY 0 6 2009 DRAWN BY: K.K. TOM TOM CAMPBELL &ASSOCIATES, INC. - SOLID LIVE LOAD PATIO COVER SYSTEM AS MFG. .By:., DATE: 5/0512009 [REVISED STRUCTURAL ENGINEERING ' - CAND RESIDENTIAL ST i POST SPACING TABLE FREESTANDING 1.. 20 DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA CA (951) 741-2107 �TTACH HORIZ. 8269 ALPINE AVE., SACr,:,i,;ENTO. CA 95826 SHEET 23 OF 30 BY: K�. D. P.AND 90. i0o a 30# S.L. 110 MPH FREESTAND 100 MPH & ATTACHED WIDTH EXB&C EXB&C SOLID PATIOS / COMMERCIAL 3'-6" SQ x 12' OR LESS 18" DEEP EX B&( lS'�. Cl IL 4'-0" SQ x r D p CO r J v ¢a Z cn O 7" I -BEAM 18"'DEEP 18",DEEP MIN. POST TYPE SHT. 10 FOR ATTACHED 8 SHT. 24 FOR FREESTANDING DBL. Yx8"x.042"BM MIN. POST TYPE DBL.2"x6.5"x.032" OR 3"x8"BEAM BEAM DRAWN BY: K.K. POST TYPE B LIVE LOAD = 10,2083opsl 3"x8" BEAMwIINSERI DATE. 510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINE NG FREESTANDING HORIZ. WIND = MAX.POST SPACING 191'-11., SCALE: NONE SCALE: RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED .. .. 90.100 8 110 MPH MAX.POST SPACING FREESTAND ED BY: K.K. 8 D.P. ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FOR DBL. 2x6.5x.032 9'-10" MAX POST SPACING FOR 3 x 8 BEAM 9'-10" FREESTAND ATTACHED FREESTAND ATTACHED FTG. (IN.) MIN. POST TYPE FTG. (IN.) FTG. (IN.) MIN. POST TYPE FTG (IN.) FTG. (IN.) 32 POST TYPE FTG. (IN.) 20 FTG. (IN.) 36 PAST TYPE J FTG. (IN) 2 24 PJIN T 4- 6'-2' 20'-11" 41 J 24 F 13'-11' 32 J 22 B 8'-10" 8'-9" 32 20 B 17'-U� 1 36 J 22 �5 s 4'-10" 18'-9" 41 ,J 25 F 12'-5" 32 J 23 B 8'-1,, 8'_0„ 32 J 21 B 14'-8,. 36 Y2 6 C/ 61 4'-0" 17'-1" 36 J 26 F 11'-4" 28 J 23 B T-5" 7.'-5" 29 J 22 $ 14,_4„ 13,_7„ 36 J 2� 6 C/ 7' T-6" 15'-10" 36 J 26 F 10'-6" 28 J 24 B 7'-0" .' 6'-11" 29 J - 22 .;B 13' 5' 12'-8,. 36 J 27 E� 81 3'-1" 14'-10" 36. J 27 F 9'-10" 28 J 24 B B 6,,7 , 6,_7 , 32 J . 23 'B 12'-8" 2' O" 36 J 4 �7 E 9. 36 J 27 F 9'-3" 2g J 25 B 6'-3" 6'-3" 32 J 23. B 12'-0" „ 29 . J 228 E/ o' 13'-3" 36 J 28 F 8'-9" 28 J 25 B 5'-11" 5'-11" 32 J 23 B 11'-5" 10'-10" 29 J �28 E� >> 12'-8" 36 J 28 F 8'-5" 28 J 26 B 10'-1 29 J 2 29 E iz 12'-1" 36 J 29 F 8'-0" 28 J 26 B B 11' 10-2 -7' 36 36 K K 26 � g 22g E E� 13' 11'-7" 11'-2" 36 36 K K 29 29 F F T-9" T-5" 32 32 K K 27 27 14• FOOTNOTE: "SAMPLE" ''ll r 1� (1 FIGURE INDICATES EXPOSURE B FIGURE INDIC6 LUUATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. of ESS, i�t�,� NOTE: ul No..e948 r FREESTANDING FO7B& [ALTERNATE RIBUTARY 90 MPH 100 MPH 1 WIDTH EXB&C EXB&C T-4" SQ x 3'-6" SQ x 10' OR LESS 18" DEEP 18" DEEP 18" DEEP lS'�. Cl IL 4'-0" SQ x 4'-7" SQ x 5'-0" SQ x 20' OR LESS 18" DEEP 18"'DEEP 18",DEEP FOOTING SHOWN REPRESENTS LENGTH OF Exp. EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. lS'�. Cl IL SEE ALTERNATE FOOTING TABLES C SHT. 10 FOR ATTACHED 8 SHT. 24 FOR FREESTANDING - PATIO COVER SYSTEM BY: DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. SOLID POST SPACING TABLE LIVE LOAD = 10,2083opsl INC.MFG. DURALUMPRODUCTS,IN DATE. 510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINE NG FREESTANDING HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 24 OF 3 SCALE: NONE SCALE: RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED .. .. 90.100 8 110 MPH ro�a� a5�-gym+ vax am-i5�o aamunn��mu,.,, m," SHEET ED BY: K.K. 8 D.P. ,. 10# L.L: 90, MPH FREESTAND.& ATTACHED OPEN. LATTICE PATIOS 12' OR LESS EXP.. B & C 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x032" BEAM OR 3x8 BEAM 3°X8' Mw INSERT FOR ATTACHED PATIOS MINIMUM NO: OF POST >' F O Z m FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST SPACING FREESTAND ATT. ) FREESTAND ATT. Q F TYPED FOOTNOTE: o POST TYPE i POST TYPE 2 a z MAX.POST SPACING MIN. FTG'. SPACING FTG. MIN. FTG. FTG. MIN. j- FTG; SPACING' ' IN FTG. POST FTG. 2 2 w 0 FTG. POST (IN.) POST IN. ( ) IN. ( ) TYPE IN. s ( ) _ IN. ( ) TYPE (IN.) EXP. B EXP. C EXP. B EXP. C (IN.) TYPE (IN.) TYPE , ..-� 4'17'-0" . 14'-4" 32 G 16' 19'-2" 38 G 20 16'-4" 32 G 20 29'-11" 38 G 21 6' 2 2 2 2 5' 13'-7" 13'4" 32 G 17" 17'-2" 1 32 G. 20 14'-8" 32 G 20 26'-9" 38 G 22 7' 2 2 2 2 6' 11'-4" 12'-6" 32 G 18 15'-8" 32 G 21 13'-4" 32 G 21.:24'-5" 38 G _ 23 2 2 2 2 7' g'_g" 11'-7' 29 G 18 14'-6" 32 G 22 12'_4„ 32 G 22 22'-7" 38 .. G 23 9, 2 3 ' 2 2 7;19 8'-6 1'0'-10" 29 G 13'-7" 32 G 22 11'-7" 29 G 22" 21'-2" 38 G 24 10• 2 3. 2 2 g' 7'_7" 10'-3" 29 G 19 12'-10" 32 G 22 10'-11" 29 G 22 ~19'=11" .38 G 24 11• 3 3 2 2 10' 6'-9" 9'-8" 29 G 20 12'-2" 32 G 23 10'-4" 29 G 23_ 18'-11.. 38 .G 25 12' 3 3 2 .. 2 11 29 20 11'-7" 29 G 23 9'-10" 29 G 23 18'-0" 32 G 25 13• 3 4 2 2 . 6 2„ g'_3" G 29 20 11 _1" 39 G 24 9'-5" 29 G 24 17'-3" 32. G 26 14• 3 4 2 2 12' 5'-8" 8'-10" G 13' 5'-2" 8'-6" 32 H 21 10'-8" 32 H 24 9'-1" 32 H 24: 16'-7" 32 { 26 ,s 3 ' 4 2 3 14' 4'-10" 8'-2" 32 H 21 10'-3" 32' H 24 8'-9" 32 H 24 16'-0" 32 H 26 16 4 4 2 3 15' 7'-11" 32. H 21 9'-11" 32 H 24 8'-5" 32 H 24 15'-5" 32 ; H 27. 17 4 5 2 3 4'-6" 16' 7'-8" 32 H 22 9'-7" 32 H 25 8'-2" 32 H 25 14'-11" 32 H 27 1e' 4 5 2 3 4'-3" 17' 4'-0" 7'-5" 32 H 22 9'-4" 32 H 25 8'-0" 32 H 25 14'-6" 32 H 27. 1s 4 5 3 3 g^ 32 H 9'-1" 32 H 25 7 _g 32 H 25 14'-1" 32 H 27 20' 4 5 3 3 18' 3' 7'-3" 22 38 H 38 H 25 7'-6 38 H 25 13'-9" 38 H 28 FOOTNOTE: NO. OF POST 19' 3'_7" 7'-0" 22 8'-10° . I-IE,AND OR MIN. 2 OFE 3$ H 26 38 H 28 REQUIRED SPACING MUST EXCEED 20 38 H 22 8'-7" 38 H QQt , 13 -4' ALLOWABLE SLAB SPACING " 3'_4' 6'-10" , a �i�J , FOOTNOTE: OR LESSER MUST BE USED O COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY Z Z COL. TYPES D-2 =.032" SIDEPLATES. ON CONC. SLAB OR FOOTING NOTE:� I, CD ~ N 0.:�.r948 FOOTING SHOWN REPRESENTS EACH SIDE OF CUBED LENGTH OF FOOTING WITHOUT SLAB. Exp. FOOTNOTE: "SAMPLE" WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE B ' :FIGURA ES EXPOSUREgC '. MAY BE REDUCED 6" EACH SIDE FOR FREESTANDINGIONLY. G,' L Q ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SEE ALTERNATE FOOTING TABLES ' SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING ATIO CR SYSTEM AS MFG. BY: DRAWN BY: K.K. 5/0512009 TOM CAMPBELL & ASSOCIATES, AND RESIDENTIAL STRUCTURAL IN -' LATTICE POST SPACING TABLE E GINEERING FREESTANDING LIVE LOAD= 10.20 & 30 vsr HORIZ. WIND = JDURALUMVP'RODUCTS, 8269 ALPINE INC. AVE., SACRAMENTO, CA 95826 SHEET 25 OF 30' DATE: SCALE: NONE COMMERCIAL RANCHO CUCAMONGA, CA (951) 7 1"2107 ,AND ATTACHED 90.100 & 110 MPH �01A%ds9-7n91 FAY dm.+sto �am�md„�oi��m ^^�^ REVISED BY: K.K. & D.P. , SHT. 10 FOR ATTACHED s SH 10# L.L. 100 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C _ F- � O m O U pN CL Z 2 m p 3" SQ. STEEL BEAM TOM CAMPBELL & ASSOC LATTICE POST SPACING TABLE COMMERCIAL AND RESIDENTIAL STRUCTURA FREESTANDING RANCHO CUCAMON ;A. CA (951) -2107 AND ATTACHED DBL. 3"x8"x.042"BEAM PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE.. SACRAMENTO. CA 95826 Mir%d57.7n71 FA% dn7.151G aolo</TA�inl,�m rnm SHEET 26 OF 30 A. FTG. (IN.) DBL.2"x6.5"x.032" OR 3"x8"BEAM BEAM ATT. FTG. (IN.) 3"x811 BEAMW/INSERT ATT. FTG. (IN.) } pp m F - FOR ATTACHED PATIOS MINIMUM NO. OF POST TYPE D FOOTNOTE: MAXPOST SPACING FRESADA. FTG JIN.) MAX.POST SPACING SPACING FREESTAND M.PSFREESTAND SPACING POST TYPE 1 POST TYPE 2m FTG. ( 11N')PE MIN. POST TYPE FTG. (IN.) MIN POST TY FTG. (IN) MIN POST TYPE FTG. (IN.) MIN POST TYPE EXP. B EXP. C EXP .6 EXP. C 6' 2 2 2 2 4' 23 17'-0" 14'-4" 32 G 17 19' 2"8 5 39 G 21 16'-4" 11 34 G 20 29'-11" 39 G 13'-7" 13'-4" 32 G 18 17 2" 16'-6" 34 G 22 14'-8" 34 G 20 26'-9" 39 G 24 7- 2 3 2 2 5' 11'-4" 12'-6" 32 G 19 15-8" 34 G 22 13'-4" 34 G 21 24'-5" 39 G 8• 2 3 2 2 6' 24 25 91 3 3 2 2 7' 9'-8" 11'-7" 29 G 19 14'-6" 34 G 23 -4 12'" 1 34 G 21 22'-7" 39 G 8'-6" 10'-10" 29 G 20 13'-7" 13'-0" 34 G 24 11'-7" 30 G 22 21'-2" 39 G 10• 3 3 2 2 8' 26 7'-7" 10'-3" 29 G 20 12'-IP>-- 12'-3" 34 G 24 10'-10" 30 G 22 19'-11" 39 G 26 >> 3 4 2 2 9' 6'-9" 9'-8" 29 G 21 12'-2" 34 G 24 10'-4" 30 G 23 18'-11" 39 G 12• 3 4 2 2 10' 27 6'-2" 9--3--29 H 21 11, �„ 11'-1 30 H 25 9'-10" 30 H 23 18'-0" 34 H 27 13' 4 4 2 3 11' 5'-8" 8'-10" 29 H 22 10'-7" 30 H 25 9'-5" 30 H 23 17'-3" 34 H 14• 4 5 2 3 12' 27 5'-2" 8'-6" 32 H 22 10 $'10'-2" 34 H 25 9'-1" 34 H 24 16'-7" 34 H 28 15' 4 5 3 3 13' 4'-10" 8'-2" 32 H 22 10'-34 H 26 8'-9" 34 H 24 16'-0" 34 H 28 16' 4 5 3 3 14' 4'-6" 7'-11" 32 H 23 9'-11" 6 34 H 26 8'-5" 34 H 24 15'-5" 34 H t7' 5 6 3 3 15 28 4'-3" 7'-8" 32 J 23 9-7 34 J 26 8'-2" 34 j 24 14'-11" 34 J 18' 5 6 3 3 16' 29 4'-0" 7'-5" 32 J 23 9 -4 '-11" 34 j 27 7'-10" 34 25 14'-6" 34 29 ,9 5 6 3 3 17' 18' 29 20' S 6 3 3 3'_g^ 7�-3° 32 � 24 9 1 8'-8' 34 27 7'-5� 34 25 14'-1" 34 j 3'-7" 7'-0" 38 .J 24 8'-10" 8' 5" 39 j 27 T -O" 39 .J 25 13'-9" 39 j 19' 29 FOOTNOTE: ' HEADER AND OR MIN. NO. OF POST ). 3'-4" 6'-10" 38 J 24 8 7 g'_3" 39 J 27 _ -$" 39 J 25 13'-4" 39 J 20' 30 REQUIRED SPACING MUST EXCEED ALLOWABLE SLAB SPACING OR LESSER MUST BE USED SIDEPLATES, USE ON CONC. SLAB ONLY SIDEPLATES, ON CONC. SLAB OR FOOTINGS Q _ ✓o Q.S �' C Q� MA �� i:i;';� 1 ^"i^, FOOTNOTE: 9 G %13COL. COL. TYPES TYPES ' D-1 =.024" D-2 =.032" NOTE: FOOTING SHOWN EACH SIDE WHERE SLAB MAY BE REDUCED SEE ALTERNATE REPRESENTS LENGTH OF CUBED FOOTING WITHOUT OCCURS, CUBED FOOTING 6" EACH SIDE FOR FOOTING TABLES OF SIZE FREESTANDING : SLAB. ONLY. Z 0i— W �L'• t � Exp. I r 8 5� ) FOOTNOTE: FIGURE ADDITIONAL "SAMPLE" INDICATES EXPOSURE FOOTNOTE: WHERE B ONLY FIGURE INDICATES EXPOSURE C ONE FIGURE SHOWN INDICATES EXP. B 8 C. SHT. 10 FOR ATTACHED s SH T. 24 FOR FREE.I HIVU — DRAWN BY: KK DATE: 51058009 SCALE: NONE REVISED BY: K.K. 8 D.P. TOM CAMPBELL & ASSOC LATTICE POST SPACING TABLE COMMERCIAL AND RESIDENTIAL STRUCTURA FREESTANDING RANCHO CUCAMON ;A. CA (951) -2107 AND ATTACHED LIVE LOAD= 10, 20 8 30 ps( HORIZ. WIND = 90. 100 8110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE.. SACRAMENTO. CA 95826 Mir%d57.7n71 FA% dn7.151G aolo</TA�inl,�m rnm SHEET 26 OF 30 10# L.L. 110 MPH FREESTAND.&ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B_& C TOM CAMPBELL & ASSOCIATES, �_ ¢ F S O m J O Z m U— v ¢ IL z g V) O 3" SQ. STEEL BEAM: DATE: 5105/2009 DBL. 3"X8"X.042"BEAM OST SPACING TABLE FREESTANDING 10, 20 & 30 psl ATT. FTG'. (IN.) DB.L.2"x6.5"x.032" OR TA TEAM BEAM ATT. FTG. (IN.) 3"XH�� BEAMWIINSERT 8269 ALPINE AVE., SACRAMENTO, CA 95026 SHEET 27 OF 30 FOR ATTACHED PATIOS r MINIMUM NO. OF POST Ate, Q TYPE D FOOTN OT6: S O m POST TYPE 1 POST TYPE 2 FTG. r (IN.) EXP. B EXP. C EXP. B EXP. C MAX.POST SPACING FREESTAND .... , ..•. ..� ATT. FTG. (IN:) MAX.POST SPACING FREESTAND , MAX,POST SPACING FOR DBL. 2" x 6.5x.032" MAX.POST SPACING FOR 3" x 8" BEAM FREESTAND MAX.POST SPACING FREESTnNC FTG. (IN.) MIN. POST TYPE FTG. (IN.) MIN. POST TYPE FTG. (IN.) MIN. POST TYPE FTG. (IN.) MIN. POST TYPE 21 4 e 2 2 2 2 22 2 3 2 2 /�25 7' 4' 17'-0" 14'-4" 32 G 1.8 19'-2' 6„ 41 H 22 16'-4" 16'-4" 36 H 20 29'-11" 41 H 5' 13'-7" 13'-4" 32 G 19 17-2 5 _g 36 H 23 14'-8" 14'-8" 36 H 21 26'-9" 41 H 2�6 B 3 3 2 2 237 s 3 3 2. 2 6' 11'-4" 112'-6" 32 G 20 15'-8" 36 H 24 13'-5" 13'-4" 36 H 21 24'-5" 41 H 7' 9'-8" 11'-7" 29 G 21. ?.4'-6" 13`-3" 36 H 25 12'-5" 12'-4" _ 36 H 22 22'-7" 41 H 27 1.o' 3 4 2 2 8' 8'-6" 10'-10" 29 G 21 .13,'7., 12'-5" 36 H 25 1 V-7" 11'-7" 32 H 22 21'-2"' 41 H 2�8 ,r 3 4 2 2 9' 7'-7" 10'-3" 29 G 22t 12' 1 1, 8., 36 H 26 10'-11" 10'-1.1" 32 H 23 19'-11" 41 H 10'. '6'-9" 9'-8" 29 G 22 12'-2" 36 H 26 10'-5" 1.0'4" 32 H 23 18'-11" 41 H �8 �2' 4 4.. 2 3 2/L9 13 4 5 2 3 11 6'-2" 9'-3" 29 H 23 11' 710,-7" 32 H 26 9'-11" 9'-10" 32 H ` 24 . 18'-0" 36 H 269 14' 4 5 3 3, 12' 5'-8" 8'-10". 29 H 23 11'-1" 32 H 27 9'-2" 9'-5" 32 H 24 17'-3" 36 H 2%0 15' 4 5 3 3 13' 5"-2" 8'-6" 32 H 24 101-81 9, 9„. 36 27 8'-5” 9'-1" 36 J 24 16'-7" 36 J 20 ,s 5 6 3 3 14' 4'-10" 8'-2" 32 H 24 10'-3"4 36 J 28 7'-10" 8'-9" 36 J 25 16'-0" 36 J 2 0 ,� 5 6 3 4 15' 4'-6" 7'-11" 32 H 24 -1" 36 J 28 7'-4" 8'-5" . 36 25 15°-5" 3g J 16 4'-3" 7'-8" 32 H 25 9' 7" 8'-9" 36 J 28 6'-10.. 8. 2.. 36 J 25 14'-11" 36 J X31 16' 5 6 3 4 2 31 ,9' S 7 3 4 1.7' 4'-0" 7'-5" 32 J 25 9�' s" 36 J 28 6'-5" 7'-11" 36 J 25 14'-6" 36 J zo 6 7 3 4 8� 2 i31 FOOTNOTE: . HEADER AND OR MIN. NO. OF POST 28 REQUIRED SPACING MUST EXCEED ALLOWABLE SLAB SPACING' OR LESSER, MUST BE USED SIDEPLATES, USE ON CONC. SLAB ONLY SIDEPLATES, ON CONC..SLAB OR FOOTING! FIGURE INDICATES EXPOSURE C 18' 3'-9" 7-3„ 32 J 25 9 1 36 J 29 6'-1" 7'-9" 36 J 26 14'-1" 36. J� 19' 3'-7.. 7._0.; 38 J. 25 8'-10" 8,-0„ 41 J 29 5,_9„ 7,_6„ 41 J 26 13'-9" 41 J , 20' 3'-4" 6'-10" 38 J 26 8 -7 7' 10p 41 J 29 1�$ S 41 J 26 13'-4" 41' J2 NOTE: FOOTING SHOWN REPRESENTS LENGTH EACH SIDE OF CUBED FOOTING WITHOUT WHERE SLAB OCCURS. CUBED FOOTING MAY BE REDUCED 6" EACH SIDE FOR OFUJ SIZE FREESTANDING SLAB. ONLY. CJ q O Z ~ r�l ;�16 � Exp. * `� Cad rn .m `� i '''� FOOTNOTE: FIGURE FOOTNOTE: COL. COL. "SAMPLE" INDICATES EXPOSURE TYPES TYPES ' D-1 =.024" D-2 =.032" B SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, Lnrrlce LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5105/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL GINEERING OST SPACING TABLE FREESTANDING 10, 20 & 30 psl DURALUM PRODUCTS, INC.. Ianz_1510 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95026 SHEET 27 OF 30 REVISED BY: K.K. 8D.P. - .... , ..•. ..� 90. 100 & 110 MPH lQiA%eR2'!Mt FAx =iP�ro,mi,m rnm DRAWN BY: K.K. 20# L.L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO / COMMERCIAL 12' OR LESS EXP. B & C LIVE LOAD O m a �ELZ EL z 0 3" SQ. STEEL BEAM 10,20 & 30 psl DBL. 3"X8"X.042"BEAM ' ATT:MAX.P FTG. (IN) DBL.2"x6.5"x.032" . OR 3"x8°BEAM BEAM ATT. FTG. (IN.) 3x8 BEAMwIINSERT REVISED BY: K.K. 8 D.P. 1 .. �.. ..�, .... ...,., AT -r. FTG. (IN.) roIai asp-7ml FAY al1R_tF10 > m Fpfi ATTAGtiEQ PATiQS MINIMUM NO. OF POST -T'YP'E c, PooTrvorc: - ST SPACING SPACING .FREESTAND ATT. . FTGU) (IN.) MAX.POST SPACING FREESTAND MAX.POST SPACING FREESTAND .MAX.POST SPACING SPACING FREESTAND FTG. (IN.) MIN. POST TYPE FTG. (IN.) MIN. POST TYPE FTG. (IN.) MIN. TYPE FTG. (IN.) pOST. TYPE POST TYPE 1 "POST TYPE 2 EXP. 8 EXP. C EXP. B EXP. C 22 4' 8'-11". 11'-1" 32 H 17 16'-9" 36 H 20 11'-10"32 H 18 21'-8" 41 H s 2 2 2. 2 5 7'-1" .9'-11., 32 H 18 15'-0" 36 H 21 10'-7" 32 H 19 19'-4" 41 H 23 7, 2 3 2: 2 23 .2 6' 5'41" 9'-1" 32 H 19 13'-8" 36 H 22 g_g 32 H 19 17'-8.. 36. H 8, 3 3 2 7' 5'-1" 8'-5" 32 H 19 12'-8" 36. H 22 8'-11" 32 H 20 16'-4" 36 H 24 y. 3 3.. 2.. 2 25 2 8' 4'-5" 7'-10" 29 H 20 i 11'-10''. 32 H 23 g _5 32 H 20 15',4" 36 H 10, 3 4 2'— 9' T-11" 7'-5" 32 H 20 11'-2"� 32 H 23 7'-11" 32 H 21 14'-5" 36 H 25 ,, 3 .. 4 2. 2' 10' ..... T-6" 7'-0" 32 H 21 10'-7" i . .32 H 23 7'_g" 32 H 21 13'-8" 36 H 25 12 4 4 2 3 11` 3. 2:. 6'-8 32 j 21 10'-1", 32 24 7'-2'. 32 J 21 13'-1" 36 J 26 13' 4 5: 2•:_: 3 26 3 12' -6-5" 32 j 21 i 9'-8". 32 J 24 6-10" 32 - J 22 12'-6"' 36 J 14• 4, 5-. 3 13' -. - 6,-2, 36 J 21 9--Y' -3.6. J . 24 6-7 36 j 22 12'-0", 36 J 27 15• 4 53 3 27 3 14' -. 5'-11" 36 J 22 8'-111'; 36 J 25 6'4" 36 J 22 11'-7" 36 J 16• 5 6 3 15' - 5'-91, 36 J 22 '8'-8" .I 36 J 25 6'-1" 36 J 22 11'-2" 36 J 27 -17' 5 6 .3. 4 281,18• 16 - 5'-7" , 36 J 22 8`-5" i 36 J 25 ' 5'-11 ° 36 J 23 10'-10" 36 J 5 6 ..3 :...4 17' ....; - 5,-5., 36 J 22 8'-2" 36 J 26 5._$„ 36 J 23 10:-6.. 36 J 28' 1s 5 7 3 . 4- 18' _ 5,_3::. 36 J 23 :. 7'-11" 36 J 26 5'_4" 36 J 23 '' 10'-21,...36 J 20• 6 7. 3 _, -28- 4 . 19' 5'-1" 41 J , 23 - 7 -8" 41 J 26 5'-1 ' 41 J 23 9'-11" 41 J. 29 "FOOTNOTE: ` -POST HEADER AND OR MIN. NO. OF 29 REQUIRE LSLAB SPACING MUST ALLOWAI U T EXCEED OR LESSER MUST BE USED SIDEPLATES, USE ON CONC. SLAB ONLY SIDEPLATES, ON CONC. SLAB OR FOOTING! FIGURE INDICATES EXPOSURE C 20' _ 5'-0" 41 J 23 7'-6" 41 J 26 �pF $ 41 J 23 41 J NOTE: FOOTING SHOWN REPRESENTS LENGTH EACH SIDE OF CUBED FOOTING WITHOUT WHERE SLAB OCCURS, CUBED FOOTING MAY BE REDUCED 6" EACH SIDE FOR OF SIZE FREESTANDING SLAB. ONLY. Gj CD UU~ i� : EXE- L;� r 1� .31 j �, i '1 fm j �1 FOOTNOTE: FIGURE l9'_8" 0 6 L��(J FOOTNOTE: COL. COL. "SAMPLE" INDICATES EXPOSURE TYPES TYPES • D-1 =.024" D-2 =.032" B SEE ALTERNATE FOOTING TABLES SHT 1() FfIR ATTACHr-n A SHT 24 FOR FREESTANDING O ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES INC. LATTICE LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: DATE: 5/0512009 POST PACING TABLE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINE R G- F ESTANDING 10,20 & 30 psl DURALUM PRODUCTS, INC. ' SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-210 AND ATTACHED HORIZ. WIND 8269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 26 OF 30 REVISED BY: K.K. 8 D.P. 1 .. �.. ..�, .... ...,., 90. 100 8 110 MPH roIai asp-7ml FAY al1R_tF10 30# S.L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO / COMMERCIAL 12' OR LESS EXP. B & C DRAWN BY: K.K. TO B LL & ASS CIATES, INC. LATTICE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DBL. 3 x8 x.042 BEAM 10, 20 & 30 psf DBL.Ox6,5"x"BE OR 3"x8"BEAM BEAM SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 3"x8" BEAMwIINSERT HORIZ. WIND = g0, 100 & 110 MPH iotas eR�.7M+ Fax em_tsto .oie=nn,,.-�f,,,*+rnm SHEET 29 OF 30 } = ~o m_ ~ FOR ATTACHED PATIOS MINIMUM NO. OF POST TYPE D FOOTNOTE:' } >- = p Ln F J m 5 a Z O 3" SQ. STEEL BEAM MAX.POST SPACING FREESTAND ATT. MAX.POST SPACING FREESTAND ATT. MAX.POST SPACING FREESTAND ATT. FREESTAND MAX.POST SPACING ATT. POST TYPE 1 POST TYPE 2 FTG. (IN.) MIN. POST TYPE FTG. (IN.) FTG. (IN.) pOST TYPE FTG. (IN.) FTG. (IN.) MIN POST TYPE FTG. IN ( ) FTG. MIN. IN POST ( ) PE FTG. (IN.) EXP. B EXP. C EXP. B EXP. C s' 2 2 2 2 9'-2" 32 16 14'-4" 32 19 10'-2" 32 17 19'-0" 17'-11' 36 J 1 21 4' 6'-2" � 2 3 2 2 4'-10" 4'-0" g'-2"�12'-10" 7--5-- 32 29 J 175' 18 11'-8„ 32 32 �9'-1" r2O 21 8,-3„ 32 32 j 18 18 17'-0" 16'-1" 15-64 $ 36 36 J J 1 /21 /'� 29,22 B 3 . 3 2 2 6' 9 3 3 2 2 6'-11" 29 18 10'-10" 32 21 7'-8" 32 19 14'-4" 13'-7" 36 J 23 7' 3'-6' 10, 3 4 2 2 8' - 6'-5" 29 19 10'-1" 32 j 21 7,-2„ 32 j 19 13,-1„2 $ 36 2Y3 9' - 6'-1., 32 19 9, 6., 32 J 22 6,-9„ 32 J 20 12'-82 0 36 J 2�4 11, 3 4 2 2 12, 4 4 2 3 10' - 5�-9" 32 19 9'-1" 32 22 6, 5„ 32 J 20 12'-0” 4„ 32 2 �4 11' 5'-6" 32 j 20 8, 8„ 32 23 6,-1„ 32 20 10- 0'-10" 32 2/L4 13' 4 5 2 3 E14'4 5 3 3 12' _ 5'-3'. 32 J 20 8, 3„ 32 J 23 5'-10., 32 J 21 10'-1 10'-4" 32 J 22 5 - 5'-1" K 20 7'-11" 36 K 23 5'-8" 36 K 21 10'-6" 9'-11" 36 2/15 213' 4 5 3 3 ts' 5 6 3 3 14' - 4'-11" K 20 7'-8" 36 K 24 5'-5' 36 K 21 10-27 36 2�Z5 1 - S 6 3 4 15' 4 _g" K 21 7'-5" 36 K 24 5'_3" 36 K 21 9 "11-1 9, 3„ 36 2316 FOOTNOTE: ' HEADER AND OR MIN. NO. OF POST REQUIRED SPACING MUST EXCEED ALLOWABLE SLAB SPACING OR LESSER MUST BE USED 16 _ 4'_7" K 21 7'-2" 36 K 24 5'-1" 36 K 22 9 "6„ -0" 36 23 `6 17 18' - - 4, 5„ 4'_4" K K 21 21 6'-11" 6'-9" 36 36 K K 24 25 4'_g" 4'-6„ 36 36 K K 22 22 9'-2" 8,-8„ 8 $, 6„ 36 36 X26 23/ 44 1 2� Z6 19' 4'-2" K 21 6-7" 41 K 25 4'-3" 41 K 22 8,-3„ 417 20 - K 22 S' S 25 4, 1,. 41 K 22 8-6 -10" 41 2127 NOTE: J FOOTING SHOWN REPRESENTS LENGTH OF LU I EACH SIDE OF CUBED FOOTING WITHOUT SLAB. L WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING O SEE ALTERNATE FOOTING TABLES nPu�n o CUT f Cl10 COCC CT�AIf11M(_ L :1 FOOTNOTE: COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING FOOTNOTE: "SAMPLE" r {�t IGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C Exp.3 3 „! DDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: K.K. TO B LL & ASS CIATES, INC. LATTICE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: OATE: 51058009 COMMERCIAL A RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 & 30 psf DURALUM PRODUCTS. INC. 8269 ALPINE AVE.. SACRAMENTO. CA 95826 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ. WIND = g0, 100 & 110 MPH iotas eR�.7M+ Fax em_tsto .oie=nn,,.-�f,,,*+rnm SHEET 29 OF 30 REVISED BY: K.K. 8 D.P. ATTACHMENT DETAIL FOR INSULATED STRUCTURAL SANDWICH PANEL ALUM.ALLOY 2.740" 6063-T6 ORAPPROVED OTHERS,MAY BE SUPPLIED BY •BELOW WIND DESIGN S.M.S 90 MPH #14 (a) 12" O.C. 100 MPH #14 @ 10" O.C. 110 MPH #14 @ 8" O.C. NOTE: #14 SMS SHALL HAVE A MIN. 1" PEN. INTO HEADER HEADER BEAM AND ENCLOSURE WALL SYSTEMS MUST BE I.C.C. APPROVED UNDER 2006 IBC, 2006 IRC OR 2007 CBC. OPTIONAL DECORATIVE FASCIA #14 S.M.S. ( WOOD, ALUM. OR HARDBORD ) SEE TABLE ABOVE EXTRUDED PANEL;TO HEADER BEAM CON "IR3"GUTTER\ i WALL FASTENERS SEE TABLE SHEET 7 I -BEAM (AS 'SHOWN IN THIS REPORT) BEAM HEADER SHOWN IN THIS REPORT) OPTIONAL NON-STRUCTURAL FASCIA IP EDGE RAIN GUTTER 3.200" T=.060" OR 4.200" APPROVED 3" WALL FASTENERS INSUL. ROOF SEE TABLE SHEET 7 PANEL #12 SMS T&B 880" AT 12" O.C. 3" OR 4" HANGER PANEL TO PATIO ENCLOSURE CONN. #14 S.M.S. SFF TAR[ F AROVF 3UL OF INSULATED ROOF PANEL INSULATED ROOF PANEL TO APPROVED TO APPROVED BEARING WALL SYSTEM NON-BEARING. WALL SYSTEM NOTE: THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS EVALUATION REPORT MUST HAVE A CURRENT ICC -ES EVALUATION REPORT AND/OR CALIFORNIA FBH APPROVAL FOR USE WITH PATIO COVERS COMPLYING WITH THE 2006 INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE AND/OR 2007 CALIFORNIA BUILDING CODE WHICH MUST BE SUBMITTED WITH THE DURALUM PATIO COVER DRAWINGS INDICATED IN THIS REPORT. NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED , PATIO COVER SYSTEM AS MFG. BY: DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC.LIVE INSULATED ROOF LOAD= 10, 20 8 30 ps( DURALUM PRODUCTS, INC. DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL CONNECTIONS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 30 OF 30 SCALE: NONE - RANCHO CUCAMONGA, CA (951) 741-2107 90, 100 8 110 MPH (916) 452-7021 FAX 403-1519 sales®auralum.com REVISED BY: K.K. 8D.P.