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08-0043 (PAT)V' P.O. BOX 1504 778-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 08-00000043 Property Address: 47860 DANCING BUTTERFLY APN: 649-030-069-120 -31311 - Application description: PATIO COVER - RESIDENTIAL Property Zoning: HIGH DENSITY RESIDENTIAL Application valuation: 2221 Applicant: ��,(�j� Architect or Engineer, D ----------------- LICENSED CONTRACTOR'S DECLARATION 4 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Clas B License No.: 770843 GDate:'- 0fContr'aiaor: �C OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: C7 (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( ) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQPERMIT Owner: QUAID RESIDENCE 47860 DANCING BUTTERFLY LA QUINTA, CA 92253 ( Contractor: LIFETIME PATIOS P.O. BOX 5806 LA QUINTA, CA 92248 (760)772-0013- Lic. No.: 770843 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 1/07/08 ------------------ WORKER'S COMPENSATION DECLARATION hereby affirm under penalty of perjury one of the following declarations: have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: ' Carrier ENDURANCE REISN Policy Number WEN0015766-01 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3 00 of the Labor Cod�forthwithply with those provisions. 'Date: pplicant: G: AILU WARNINRE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers; agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. 1 agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this countyto e er upon the above-mentioned property for inspection purposes. r - Date: Signature (Applicant or Agent): Application Number . . . . . 08-00000043 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . 54.00 Plan Check Fee 35.10 Issue Date . . . . Valuation 2221 Expiration Date 7/05/08 Qty Unit Charge Per Extension BASE FEE 45.00 1.00. 9.0000 THOU BLDG 2,001-25,000 9.00 ---------------------------------------------------------------------------- Special Notes and Comments ALUMA WOOD OPEN LATTICE PATIO COVER TOTAL SQUARE FOOTAGE 167 FT. PER APPROVED PLANS ------------------------------------------------------- Other Fees . . ... . . . STRONG MOTION (SMI) --------------------- - RES .50 Fee summary Charged ------------------------------------- Paid Credited -------------------- Due Permit Fee Total 54.00 .00 .00 54.00 Plan Check Total 35.10 .00 .00 35.10 Other Fee Total .50 .00 .00 .50 Grand Total 89.60 .00 .00 89.60 LQPERMIT Bin # City of La Quinta Building SL Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit.# Og J3 Project Address:* - Owner's Name:. _ A. P. Number:Address:41 RGO Legal Description: City, ST, Zip:/K gZ2 Contractor: I /FETME f% % 7©.� Telephone: �� ;j`` L`«?d:'i�< f`=' x :ask rF"i.Y Address: �� I&0Xj gQ� Project Description: City, ST, Zip: 1,q OVIV7W, 64. 47o�ol T 0 le hone 76 y.� -,O % 3 >-, : „ State Lic. # : %3 -77D 9 45. City Lic. #:.3-7 8 Arch., Engr., Designer: AlG Address: City, ST, Zip: Telephone:5 �#{, j �5 iM, v.;j �+T 'rP.�'Ms'JTi �A++�}} State Lic. #: •;.�,�.',�^���,x¢_;.,,^ �r�:<.,�.��;,Fl� Name of Contact Person: Ll�'��J f Construction Type: Occupancy: Project type (circle one): New, Add'n .Alter Repair Demo Sq. Ft.: T—#StZes, # Units: Telephone # of Contact Person: %0-1469 -J'701) Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACHING ; PERMIT FEES Plan Sets Plan Check submitted .Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance Energy Cates. Plans picked up Construction Floodplain plan Plans resubmitted Mechanical 1 Grading plan 2nd Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 3rd Review, ready for correctionsrssue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks- Appr Date of permit issue School Fees Total Permit Fees APPROVED BY PLANN�NG D PART E BY C D/LTE 7 0 I3.25'7i 3.25' EXHIBITn�' 121 CASE NO. y " �- PE=60.60 X25' N FF=61.10 ' .._ PLAN J 13.fX�' 13.fJf0' � 1+ 60. .20fL b�1.87FS ^ N 6 3.l�9 L .54.50--- .04TC E 1-7 Wi O � 9.6T ; £ ` 9.67' fil- - (4'7 1U). , r cy A '�I►�rC1�iC��+7- � �.�"j - -. © 10.5 � f 40 77M w 00Jq.72TC - .5O. "T 54 t.� 1" -moo:.! •� ' fi.;-4?` 01 PATIO COVER.SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. ER - GENERAL NOTES: GOVERNING CODES: 1 "THE -DESIGN COMPLIES WITH THE2006 INTERNATIONAL BUILDING CODE. 2006 INTERNATIONAL RESIDENTIAL CODE, -2-007-CALIFORNIA BUILDING CODE.1 L _ASCE/SEI 7 -05 -MINIMUM DESIGN LOADS FOR BUILDINGS, AND OTHER STRUCTURES AND THE 2000 ALUMINUM MANUAL -ADM 1-00. _ __ . DRAWING NOTES: 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. 6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. 7. SOLID ATTACHEDRATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH IBC APPENDIX I OR IRC APPENDIX H. 8. ALL NEW CONCRETE, FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 9. AN ATTACH ED,PATIO COVER MAY SECURED TO AN:EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED. IN.AREAS.WITH A.FROST DEPTH: OF ZERO. 10. 20# L.L. AND GREATER'.MAY _BE COMMERCIAL &;USED AS CARPORTS. LOCATED IN'AREAS WITH A FROST DEPTH OF ZERO. DESIGN LOADS: C' noe 11. RESIDENATIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRCAPPENDIX H. 12. COMMERCIAL APPLICATIONS - IBC CHAPTER 16. ROOF LIVE LOADS: -10 AND 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GOUND: 50. POUNDS..PER.SQUARE FOOT. ROOF: 30?POUNDS P.ER:SQUARE FOOT ( EXPOSURE C, NON -HEATED STRUCTURE). WIND LOADS: 90 MILES 'PER HOUR, EXPOSURES -.B AND C. IOO MILES'RER HOUR, EXPOSURES;B AND C. ,I l O ILES PER HOUR,- EXPOSURES' B AND C. SEISMIC LOADS: SITE CLASSIFIACTION D. OCCUPANCY CATEGORY I. SEISMIC DESIGN CATEGORY D. 13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605.3.2 DES IGN.CONSIDERATIONS: 14. MINIMUM ROOF SLOPE FOR SOLID.ROOF PANELS: 1/2 INCH PER FOOT. 15. MNMUM'.PATIO COVER SIZEr50'SQUARE•F.EET. 16. MINIMUM ':SIZE OF EX(STING ROOF:OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. 17. COVERS'ARE.DESI,GNATED "RIGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. 18. COVER S'.SHAL L-NOT'•BE'INSTALLED,I NAR EAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED:IN''ASCEISE1.7, SECTION:.6:5.7.1. 19. THE'F.REESTANDING4AND ATTACHED.SOLID PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OP,EN S.TRUCT.URES':IN,A000RDANCE WIT.H'ASCE/SEI 7, SECT1046.5.13. 20. THE:.FREESTANDING:AND'AITAGHED:LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AHS")OOP.EN:.STRUCTURES•' IMACCORDANC (H, FT.) ASCE/SEI 7, SECTION 6.5.13. 21. PRO ECT O(N'O)R`WIDTOH (P FT)); SHALL N(OT EXCCED ONE (1' DIVIDED BY THE PATIO COVER 22 OR RATIO (PUF7)PATIOS�HAL NOT LENGHT& T.. DIVIDED BY THE PATIO COVER PROJECTION ROOF LIVE LOADS: - 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GOUND: 50 POUNDS PER SQUARE FOOT. ROOF: 30 POUNDS PER SQUARE FOOT ( EXPOSURE C, NON -HEATED STRUCTURE). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFIACTION D. OCCUPANCY CATEGORY I. SEISMIC DESIGN CATEGORY D. MATERIAL SPECIFICATIONS: 23. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 25. DESIGN SOIL VERTICAL SOIL BEARING PRISSURE IS 1,000 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. 26. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A653, GRADE 40. 27. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4: STEEL BOLTS SHALL BE ASTM A-307: HIGH-STRENGTH BOLTS SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED I.C.C. E.S. EVALUATION DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS. MFG. BY: REPORT NUMBER DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psl DURALUM PRODUCTS. INC. SHEET ER- SCALE: NONE ALTA LOMA. CA (951) 741-2107 GENERAL NOTES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 OF 29,os No.. 1,2 REVISED BY: K.K. 90,1008110 MPH (916) 452-7021 FAX 403-1519 sales@duralum.com •, crotos�a RAFTER, SEE TABLE FOR SIZE AND SPACING MAX. PROt. SEE SCHEDULE ?\ MAX.O.H. O,H 25% OF SPAN OPEN LATTICE TYPES fX�STiN NOTE: THIS OPEN LATTICE -TYPE STRUCTUREMAX. PRO,I. C' 01% MAY NOT BE ENCLOSED OR COVERED. SEE SCHEDULE \ RAF TER, SEE TABLE ' FOR SIZE AND SPACING SEE SCHEDULE DRA\NN BYi KK. .TOM CAMBELC' ASSOCIATES;'INC. G' ---- _LVE LOAD= PATIO`COVER SYSTEM AS''MFG. BY: SHEET REPORT NUMBER DATE: 10232007 CONIFAERCWL AND -RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 8 30 psf ® P T HEIGHT SCALE: NONE -. ALTA LOMA. CA (951) 741-2107 STRUCTURES = MPH 00 a G9 7ar t t6 SEE CH DULE (9.16);452.7021 FAX 4038 5.19 sales@duralum.com LENGTH OF STRUCTURE VARIES OV G . OST WITH SIDE- . A PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES S�cf TSA NOTE: EACH COMPONENT IS INTER- A 312'SLAB ATTACHMENT, MAYBEUSEDWMERE s r SA f r9�fC'NG CHANGEABLE WITH ANY OTHER sF�rspq COMPONTENT UNLESS OTHERWISE SHOWN. elf 9yG I SEE SMI DULE N TE: EACH COMPONENT. IS, INTER- Ap FOOTING WHERE REQUIRED.- FOOTING SI CHANGEABLE�YVI_TW-ANYOTHER - Sf STSp f OPEN LATTICE -TYPE PATIO COVER SEE SCHED. FOR CUBE ` ONTENT UNLESS OTHERWISE SHOWN. T'96�AC�N f SCALE:NTS NOTE: THIS OPEN LATTICE -TYPE STRUC. ENCLOSED' Q�DFES MAYNOT BE CO TYPE "E" ATTACHED SINGLE -:SPAN LATTICESSTRUGTU P`' M F TYPE "F" ATTACHED -MULTISI RAFTER, SEE TABLE MAX. PROD. N®. ,17 48 -r MAX. PROJ. SEE SCHEDULE NOR SIZE SEE SCHE U_ AD SPACING NOTE: THIS OPEN LATTICE- - MAY NST BE ENCLOSE R Q 3 - - +r RAFTER, SEE TABLE 0'H 1 1 b1Y FOR SIZE . AND SPACING ap5 •MAX. 0 0 Z�n2SPAN:: HEIGHT J� IIOST BE HEDULE I HEIGHT '. I LENGTH OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- I A^ CHANGEABLE WITH ANY OTHER sff sp COMPONTENT UNLESS OTHERWISE SHOWN. Tf OPEN LATTICE -TYPE PATIO COVER SCALE:NTS TYPE "G" FREESTANDING.:SINGL&S SEE P 8ST DET oa, r'v LENGTH OF STRUCTURE VARIES SEE POST OETAI A 3 12- SLAB S��rSAgCi MAY BE USEDf TO CONSTRAIN FOOTING, SEE SCHEDULE NOTE: EACH:COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER FOOTING MERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. SEE SCHED. FOR FOOTING CUBE SIZE TICE;STRUCTURE._ TYPE:H":.FREESTANDING fgSrNGeG,<O/NG POST WITH SIDE- IIIUIIIjIIIIII� PL,4TE5 SEE TAIL 3 12' SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE FOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE LATTICE STRUCTURE NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE ENCLOSED OR COVERED. POST CROSS-SECTION. SEE POST OETA L 312- SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE J SCHEDULE FOOTING WHERE REQUIRED SEE SCHED. FOR FOOTING CUBE SIZE f..TICE. STRUCTURE I.C.C. E.S. EVALUATION DRA\NN BYi KK. .TOM CAMBELC' ASSOCIATES;'INC. _LVE LOAD= PATIO`COVER SYSTEM AS''MFG. BY: SHEET REPORT NUMBER DATE: 10232007 CONIFAERCWL AND -RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 8 30 psf DURALUM PRODUCTS, INC. ER- SCALE: NONE -. ALTA LOMA. CA (951) 741-2107 STRUCTURES = MPH 00 a G9 7ar 90,1004 110 (9.16);452.7021 FAX 4038 5.19 sales@duralum.com `RTES SOLID. =PANEL ' TYPES ,- -- - !� ATTACHMENT CHANNEL CEN ATTACHMENT CHANNELGT `A,ALUMINUM � SEE DETAIL ANp.SH H DF STRU Tr IfPRODfC�ONFFNC COMPONTENTUNLESSOT.HER ALUMINUM SEE DETAIL'S, SHT. 7 SLOPE PER FT. AI Th COMPONTENT UNLESS OTHERWISE SHOWN. Iss ROOF PANEL MIN. 0.5" SROOF EE SCHEDUL T}A C SEE SCHEDULE FOR SPANS FOR SPANS O SEO LENGTH MAY BE USED ALTERNATE: 6 OG:SP f i O.H SPAN..'." '.. - RA` F PIANEL UO p SEE SCHEDULE FOR SPANS O. NAYNOTB f NOk�Ep) � �- SEE SCHEDULE { � F.ORSIR S _ �nJ,oyNpTeE- ENCLOSED ) FOOTING WHERE REQUIRED ✓ FOOTING WHERE REQUIRED "O.H." NOT TO EXCEED 25% SEE SCHEDULE FOR FOOTING CUBE SIZE - 1/2 x 9" STEEL ROD NOTE: EACH;COMRONENT IS INTER- "O.H." NOT TO EXCEED 25% CHANGEABLE WITH ANY OTHER OF'SPAN COMPONTENT UNLESS OTHERWISE SHOWN. OF SPAN z TYPE "C" FREESTANDING.. W/CA NT.ILEVER;OPTIO.N. _ TYPE•_''DEESTANDI-NG M:ULTI_RA N I:GC: E.S: EVALUATION' > • DRAWN BY KK: i SEE DETAIL FOR SPLICE , - I' ' UVELOAD c •u v SEE DETAIL FOR SPLICE REPORT NUMBER _ r. DATE: •1012312007 COMM_ ERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL• :y POST t OPTIONAL: CANTILEVER BEAM -m v POsT SA EES SCALE: NONE 1 112" SQ. SCROLL POSTS STRUCTURES - SC: ff HEOUCfS • ULE SE POST_ SPACINGSCHED ~ = ~ x 1 t2" SQ. SCROLL POSTS CHF U S, ,REVISED BY: K.K. 8 D.P. _ - .' .... -- -. - ,. - - - '• _. - _µ 90 100 & t10.MPH S. _ MAY BE USED WHERE NT ALTERNATE: o % OF Sp . GEED � N MAY USED WHERE NT 'ALTERNATE:+: - PERMITTED. SEE SCHEDULE MAX. HT.= 12' SINGLE POST SEE SCHEDULE PERMITTED. SEE SCHEDULE AX T.= 12' SINGLE .P.OST SEE SCHEDULE NO; NOTE: NO SPLICE AT THIS ' POS ,•' POST AND�AT END BAYS. FOOTING WHERE REQUIRED Q� / OTING WHERE REQUIRED. - SEE SCHEDULE FOR FOOTING CUBE SIZE O CHEDULE FOR FOOTING CUBE SIZE `RTES SEE SCHEDULE FOR PAST SPACING 25/ OF Sp 40 SPLICE A THIS JD AT END BOYS. NOTE: EACH COMPONENT IS INTER- CHANGEABLE -WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN W/,CANTI LEVERS OPTI ON VER:SYSTEM AS MFG. BY," - - SHEET I PRODUCTS. INC. ` ' 29 OF E AVE., SACRAMENTO, CA 95826 2 2 F GF07-0W� )21, FAX -403. 1519. siles@durelum.com, - - NOTE: EACH COMPONENT IS I , CHANGEABLEWITH ANY OTHER Q` t !� NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER 'QF SPAN m SEE DETAIL FOR SPLICE :. ,. COMPONTENTUNLESSOT.HER - OST OPTIONAL,CANTLEVER BEAM COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER SQ. POSTS; SIZE VARIES HfpU E-"B""ATTACHED:MUI TISPAN ' W/CANTILEVER OPTION '' � S, 4 3 1/2" SLAB LENGTH MAY BE USED ALTERNATE: 6 OG:SP f i CENGT/y ALUMINUM ROOF PANEL OF STRUC O.H n/Rf y CNII- AR ' .s - RA` F PIANEL UO OF STRUOT MIN. 0.5" SLOPE PER FT. O.H URE VARIES SEE SCHEDULE FOR SPANS O. NAYNOTB f NOk�Ep) � �- SEE SCHEDULE { � F.ORSIR S _ �nJ,oyNpTeE- ENCLOSED ) FOOTING WHERE REQUIRED ✓ SEE SCHEDULE FOR PAST SPACING 25/ OF Sp 40 SPLICE A THIS JD AT END BOYS. NOTE: EACH COMPONENT IS INTER- CHANGEABLE -WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN W/,CANTI LEVERS OPTI ON VER:SYSTEM AS MFG. BY," - - SHEET I PRODUCTS. INC. ` ' 29 OF E AVE., SACRAMENTO, CA 95826 2 2 F GF07-0W� )21, FAX -403. 1519. siles@durelum.com, - - "O.H." NOT TO EXCEED 25%_ "k� ; O NOT TO EXCEED-25%�'` _-.-3•��`�'"' OF SPAN _ v 3' 'QF SPAN a SEE DETAIL FOR SPLICE :. ,. SEE DETAIL FOR SPLICE . OST OPTIONAL,CANTLEVER BEAM Y 5 OST'} SEESCr'AC/NG SQ. POSTS, SIZE VARIES SEESC)l C/NG 1 '- SEE SCHEDULE FOR =: HED POST SPACIN r SQ. POSTS; SIZE VARIES HfpU r UCES: x '' � S, 0 3 1/2" SLAB?Sa 3 1/2" SLAB MAY BE USED ALTERNATE: 6 OG:SP f i MAY BE USED ALTERNATE:', TO CONSTRAIN SINGLE POST AN - FOOTING, SEE SEE SCHEDULE NOTE A SPLICE AT THIS TO CONSTRAIN SINGLE POSTx. FOOTING, SEE SEE SCHEDULE NQ SCHEDULE , POST.) D AT END BAYS. SCHEDULE POE FOOTING WHERE REQUIRED ✓ FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE 1/2 x 9" STEEL ROD NOTE: EACH;COMRONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. r TYPE "C" FREESTANDING.. W/CA NT.ILEVER;OPTIO.N. _ TYPE•_''DEESTANDI-NG M:ULTI_RA N I:GC: E.S: EVALUATION' > • DRAWN BY KK: i TOM CAMBELt i"ASSOCIATES; INC °' , - I' ' UVELOAD PATIO GG REPORT NUMBER _ r. DATE: •1012312007 COMM_ ERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL• :y '�:"-" j0, 20830 psf,f.— DURALUM1 ER- °"�. SCALE: NONE ALTA LOMA,'CA (951) 741.2107 - • STRUCTURES - HORIZ W1N0 = 8269;AL.PIN _ ,REVISED BY: K.K. 8 D.P. _ - .' .... -- -. - ,. - - - '• _. - _µ 90 100 & t10.MPH (916 ;452 7i SEE SCHEDULE FOR PAST SPACING 25/ OF Sp 40 SPLICE A THIS JD AT END BOYS. NOTE: EACH COMPONENT IS INTER- CHANGEABLE -WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN W/,CANTI LEVERS OPTI ON VER:SYSTEM AS MFG. BY," - - SHEET I PRODUCTS. INC. ` ' 29 OF E AVE., SACRAMENTO, CA 95826 2 2 F GF07-0W� )21, FAX -403. 1519. siles@durelum.com, - - COLUMN'/ POST TYPES & SURFACE. MOUNT ATTACHMENT- DETAILS 3-1-2-1 �I 3.00"SQ. I� 3.00" SQ. ,f 3.00" SQ. PG =3"SQ.xt=.gas .032" #t0 SMS I I�ui — 024" Q24"O.C. _,.J1.001� �� EA. SIDE H=3"SQ.xt=.250"II 0 6.5" �� O 075" ` NK =4"SQ.xt=.188'3" b032" 14'.'R � "'=5"SQ.xt=.188" ALUM. PrP .040', -ALUM. 032" .048"STEEL O O 3.0"A.0" OR 5.0" .024" .28" O 5/8" PLASTIC PLUG 3'--'ISQ ALUM..POST 3" SQ. ALUM. POST " O SQAA POST SQUARE WITH}SIDE PLATES— D A M A 30 4 6. 3° MOST STEEL POST -ALUM. ALLOY 3004-H36 3" SQ :STEEL POST." • ALUM. ALLOY`'3004 H36ASTWA65 ALUM: ALLOY 6063-16 ASTM A653 SS GRADE 40 ALUM: ALLOY 3.00" OR Q�OFE 6063-T5 2.40 �•.CA�A� 0 1.375" q 7/16"OHOLE •56- I 2 FLANGES 2 1/8" APART 7511 ASTM A653 SS GRADE 40 STEEL .2.5 1125 - No. 79 $ 75" 75" BASE FLARES • 157" TO 3"WIDE EA. 1.60 TYP _ �� 7-5_1 _ SIDE OF FLANGES �y cnri� Q` 1.5 USE'fQR 3" 7 —'t y INSTALL WASH. PLATE POSTONLY- 5 090 TYP. 5.50" 1-7/ts"O HOLE i. OF ' 1 /" x 5/16" x 5Y", WHEN USING & 2-3/8" HOLES IN 110 MPH WIND AREA - CL 2- 5/16"0 HOLES TYP. EA. SIDE 2 .070 BRACKET FOR 3" POSTS ALUM'?',iRACKET STEEL "T" BRACKET 5 T=.060" TYP. (3)-318" LAG, SCREWS OR 2 1/8 s,l 21/8„ (4)-1%4"'LAG, SCREWS "T"BRACKET (2.5".PiPLANT0 WAL=L) Ire" @ WSO. POST W/ 3'• _� O 1 2., (2}#12 SMS Fro. 1/4" M3"SO. ALUM POST SIDE OF POST OR 6„ '. B. THROUGH X I 7 GA / 1 POST I L/ LU 3 I 11/16"0 ROD 3/16" 719• 2 11 I 1040 STL. _�. AUGER PARTS PAINTED 20„ 20'1 3" 3" "RUST-O-LEUM" OR EQUAL WSQ.POST BRACKET: N 2 12"x 2 12" OR HOT DIPPED GALVANIZED (1)-1/4' 0 M.B. x 7 GA. STL. OR ELECTROPLATED PER SIDE ( 2 -TOT.) PLT. ASTM A36 ALUM. ALLOY 4" DIA. 9 GASTM A-36 HELIX-41� 9"xl6N7 GA. 6063-T5 3" x 8" ALUM. RAFT. BRACKET 3/16" STEEL PLATE 3" x 8" ALUM. HEADER NOTE: ASTM A36 "H" BRACKET SINGLE PASS WELDED AUGER ANCHOR MAY BE USED WITH AUGER PARTS PAINTED 3"SQ. ALUM. POST "RUST-O-LEUM" OR EQUAL RAFTER BRACKET ONLY. OR HOT DIPPED GALVANIZED NOTE: OR ELECTROPLATED STEEL FOOTINGS AND AUGER ANCHOR TO BE SINGLE PASS WELDED USED FOR 10 L.L. ATTACHED; STR:UGTURE ONLY. O CCC!'71A1?.icr a°C. o/1dT:-e�A!?�NiI3=T^A'.D P:CcCI]o:c o'e!`+ Kit- STEEL FOOTING I.C.C. E.S. EVALUATION DRAM -BY: KK TOM CAMBELL & ASSOCIATES'INC. '"' - COLUMN/ LIVE LOAD= PATIO -COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING TYPE POST S:- 10. 20 & 30 psf - DURALUM PRODUCTS, INC. ER-- SCALE: NONE ALTA LOMA. CA (951) 741-2107 -^ 0 ND . - H RIZ. WI 69 ALPINE AVE., SACRAMENTO, A 95826 B2 C �(�16).452=7021. oO o a 074674 .. 'REVISED}B1G:.KK 6;D.P., . _ .. - .. 90,:1.00, 8, 110.Iu1PH, "�; FAX. 403-7519 sales®tlurelum.com _ _ HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 _ 1.50 WALL FASTENERS ROLLFORMED HANGER ALUM.ALLOY 6063-T6 .060" „ RB EXTRUDED HANGER CHANNEL R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. \ ALUM. PANEL 2x OIRY 3x ALUM. RAFTER FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROD. EXISTING EAV SEE TABLE BELOW OVERHANG EXISTING EAVE CONNECTION #10 SMS @ EA CONTACT WALL CONNECTION CONTINUOUS A- RAIL (WHERE OCCURS) ALUM.ALLOY 6063-T6 ALUM.ALLOY 6063-T6 OI.R. HANGER }-� 2.740" �T=.o60.060" WALL FASTENERS —\ WIND SEE TABLE 25"R .202" DIA #10 SMS @ PANEL '.261" LOCKS OR #8 SMS AT EA. CONTACT \) � ALUM.ALLOY 6063-T6 .060" „ RB EXTRUDED HANGER CHANNEL R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. \ ALUM. PANEL 2x OIRY 3x ALUM. RAFTER FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROD. EXISTING EAV SEE TABLE BELOW OVERHANG EXISTING EAVE CONNECTION #10 SMS @ EA CONTACT WALL CONNECTION CONTINUOUS A- RAIL (WHERE OCCURS) ALUM.ALLOY 6063-T6 ALUM.ALLOY 6063-T6 OI.R. HANGER }-� 2.740" �T=.o60.060" HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY_ OR CONC.) WIND AT 2x -FASCIA w OVERHANG AT MASONRY OR N WALL FASTENERS 16" O.C. CD o SEE TABLE 14'-5" LL=10 LL=20 LL=30 LL=10 LL=20 or O 70 A C C E H H J J K 90 APPROVED 3" OR 4" E H H l INSUL ROOF PANEL 110 D C C EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY_ OR CONC.) WIND AT 2x -FASCIA AT WOOD STUD OVERHANG AT MASONRY OR DESIGN W/ SIMPSON A35 16" O.C. O.C. CONCRETE 14'-5" LL=10 LL=20 LL=30 LL=10 LL=20 1-1-=30 LL=10 LL=20 LL=30 70 A C C E H H J J K 90 B C C E H H J J K 110 D C C G H H J J K 22'-1" 13'-5" DESCRIPTION, OF LAG SCREW SEE NOTE BELOW) zz A=11 0z1 .1/2"@12" O.C. E=3/8"0x2 1/2"@16" O.C. J=1/4"0x1 1/8"@16" A.B. F- w 8=3/8"0x1 1/2"@16" O.C. F=7/16"0x2 1/2"@16" O.C. K=1/4"0x1 1/8"@12" A.B. <—Io C=3/870x1 1/2"@12" O.C. G=7/16"0x2 1/2"@12" O.C. LLNr D=7/16"0x1 1!2"@12" O.C. H=318"0x2 1/2"@12" O.C. EXIST. RAFTER DRAWN BY: K.K. ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG LL=10 LL --20 LL --30 2" x 4"16" FULL OR 2" x 4"24" FULL OR O.C. 1'-6" 14'-5" 7'-7" 4'-5" 2'-0" 8'-5" 4'4" 2'-4" O.C. 1'-6" 8'-2" 4'-3" 2'-5" 2'-0" X-9" - 2"x6"FULL OR 2"x8"NOTCHED 24" O.C. 2'4" 17'-5" 9'-1" . 5'-6" 2"x8" FULL 24" O.C. 2'4" 23'-1" 22'-1" 13'-5" NOTE: 10, 20 & 30 L.L.= 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. THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), SECTIONS 9.1.2 & 11.1.2. #10 SMS T&B 1.880" 12" O.C. 794411 CNI1. 0 10# L.L.=(2)#8, SMS EA. SIDE 1 1/2" 20#/30#L.L.=(2)#10 SMS EA. SIDE 3/16" 8„ 0 STEEL 0 1/4"0 HOLES,TYP 3/4" OR 1 1/2 D NOTE: PROVIDE WATER 8 O PROTECTION, METAL FLASHING I f 2x6 1 /TO G [' CAUCK JOINTS AND SLOPE 5" MIN. OR 8" I TO DRAIN 1 RAFTER TYPICAL BRACKET AT EVERY 2x /4" OR 1 1/2" 1 114" MAX. DIST ----------- TO FIRST POST \ COVER SUPPORT BEAM OR WALL. EAVE LENGTH 12'•0" MAX. 2.120X3" WD. SCREWS L.L.=20 2x6 OR LAB LEDGER & 30 PSF 2414x2 3/4" WD. SCREWS ALLCRT-�RAFTER 3 x31rz w.s. )-#10x13/4" OTHER DESIGN LOADS. (> #1 PATIO COVER RAFTER TO WALL CONNECTION O NOTE:PLACE-SIKAFLEX"ORSIMILAR MATERIAL BETWEEN BRACKET AND COMP SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET MAY BE MOUNTED 4 BRACKET CONNECTION BELOW RAFTER W/ CCKAC rnninicrnnnrc I.C.C. E.S. EVALUATION DRAWN BY: K.K. TOM.CAMBECL &ASSOCIATES, INC. uvE'LOAD= PATIO COVER SYSTEM AS MFG. BY; REPORT NUMBER DATE: )0/23/1007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL 10.20&30Pst DURALUMPRODUCTS.INC. SHEET ER- SCALE: NONE REVISED BY: K. K.B D.P. ALTA LOMA, CA (951) 741.2107 AND BRACKET ATTACHMENTS HORIZ. WIND = 8269.ALPINE AVE.. SACRAMENTO. CA 95826 7 OF 29 90 100 & 110 MPH (916) 452-7021 FAX 403-1519 sales@duralum.com JOB NO. GF01-061" COLUMN /POST TYPES & S.U.RFACE MOUNT AND EMBEDMENT DETAILS ALUM.-rBRACKET USE WITH POST TYPE B,C,D. OR E. STEEL POST ONLY: STEEL.TBRACKET USE WITH i I USE POST TYPE (3)-5/8"OBOLTS "T" BRACKET POST TYPE B,C,D,E.F,G.H,J OR K. F, G. H. J OR K FOR POST TYPE J Q0 3"SQ. POST W/ l 3"SQ. POST 3" SQ. POST ALUM.'T"BRACKET: I I (2) #12 SMS EA. I 4 5" SIDE OF POST OR USE (2)1TSx3 Q HILT I , (2 12"OBOLTS 16"INSERT KWIK BOLTS OR EQUAL 12 DEPTH OF I 1/4" M.B. THROUGH I � F R ALL OTHER POST SEE NOTES BELOW STEEL.'T'BRACKE1 FOOTING OR I I I X .188" USE (2018.0 HILTI KWIK 12" MIN. EMBD. I I CONDITIONS 415 ASTM A36 (2)-114"0 HILTI "KWIK"' BOLTS OR EQUAL I 1 11 STEEL BOLTS, OR EQUAL, EACH I 1 FN T_0 C. BRACKET TO SLAB. ('PER ` j' 7. {0"SO.BASE P T. ICC E.R.4627, EMBEDED 2 1/2" MIN., & APPROVED d LL J 12"S .BASE PLT FOR 325# PULL OUT) a �•,�.: W w 18"SO.BASE PLT DEPTH n ' L:: ' ; : h X 3/16" ATM A36 STE t SLAB SHALL BE IN a POURED CONCRETE GOOD CONDITION FOOTING SEE NOTE _ w 3'• SQ. POST STL ) - - - FOR SIZE (1}12"OM.B. ~t• •• o OR FLUTED 3 1/Z" MIN, SEE FOOTING x9" LONG, i" SQUARE OR 4" $Q. POST (STL.) SCHEDULE QUAR FROM END/,,—'SEE FIGS, INSERT OF POSTSCHED. PL.1 /2'THK. EXISTING SLAB O7 3" SQ. POSTS TO CONIC. FOOTING O INTO FOOTING: SQUARE POST EMBED. O 1 1n•• r• 1 uz• 1 12" t t 9" 1 1/2" 2" 1 14" 2" WELDED STEEL BASE PLATE I0 ATTACHED ATTACHED ONLY NOTES: BASE PLATE SCHEDULE ALTERNATE FTG. FOOTING & ANC.HOR}BOLTS 1. DO NOT USE ALUM. T PLT. SIZE MAYBE USED WITH POST TYPE, SEE SHT. BRACKET WITH 3X8 SM. 10"SQ x12" B, C. F. G CUBE SIZE SQ. 18" DEEP ' CUBE FTG. FOOTING SIZE SINGLE POSTS W/INSERT, MAG. BEAM, 4" OR 12'SQx12' B, C. D. F. G. & H BOLTS EMBED. T I -BEAMS. 18" 1 all SQ, 12" 18"SQx12" B. C, D, F. G. & H 20" 21" SQ. 12" 23" & 24" CUBE (2) -112 -0 -PULL-OUT- 3 12" 2. POST TYPE E 625# MAX. EACH INSTALL WASHER PLATE, 2" X 22" 25" SQ. 16" 25"- 30" CUBE (4,-12"O:PULL-0UT= t 625# MAX. EACH 3 t/2• 6X OKE AT STEEL "T" 24" 28" SQ. 20" BRAC�KE' 26" 32" SQ. 23" 31"-34"CUBE c4,88WMA .EAC= 4• FREESTANDING 885#MAX. EACH 3. POST TYPE F 28" 35" SQ. 25"DO NOT. USE STEEL 'T" BASE PLATE ANCHOR 35" - 39' CUBE (4)-314"0 PULL-OUT=g• BRACKET W/ 7 ' I BEAM. 30" 39" SQ. 28" 13759 MAX. EACH BASE PLATE ANCHOR BOLTS (SIZE & TYPE 32" 43" SQ. 30" 40" - 42" CUBE (4)-1"O PULL-OUT= 6" 10"00"x 1/2" (4)- 3/4'0 x 8" EMBEDMENT 34" 47" SQ. 32" 1835#.MAX. EACH �OFEI�+S� HILTI SS KWIK BOLT -II NOTES: BOLTS SHALL BE HILTI SS KWIK BOLT -11 Q PER I.C.C. E.S. #4627, 36" 51" SQ. 34„ OR EQUAL. NO SPECIAL INSPECTION REQUIRED PERwP�J , C'1/y Fy PULL-OUT VALUE=1875# EA. I.C.C. EVALUATION SERVICE INC., ER #4627 Cf _ A 3B" 55" SQ. 3T' ~ 0 � 12"x12'x 1/2" (4)- 1'0 x 9" EMBEDMENT 40" 60" SQ. 39 r j HILTI SS KWIK BOLT -11 T" 42" 64" SQ. 41" NO. % 48 PER I.C.C. E.S. #4627,PULL-OUT VALUE= EA. 44" 69" SQ. 43" Exp CUBE FOOTING W/ 3 1/2" SLAB CIL 18"x18'x 1/2" (4)- 1"0 x 6" EMBEDMENT yM , HILT( KWBOLT-11 PER I.C.0.0 . E.S.S. #4627, PULL-OUT VALUE= 3740# EA. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED I.C.C. E.S. EVALUATION -DRAWN BY: KK TOM CAMBELL 8 ASSOCIATES, INC. COLUMN LIVE LOAD= PATIO COVER. SYSTEM AS MFG. BY: REPORT NUMBER DATE: 10/132007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10. 20830psf DURALUMPROOUCTS, INC. SHEET ER- SCALE: NONE ALTA LOMA, CA (951) 741-2107 AND EMBEDMENT HORIZ. WIND 8269 ALPINE AVE., SACRAMENTO, CA 95825 9 OF 29 REVISED' BY: K.K. & D.P. 90. 190& 110 MPH (916).452-7021 FAX 403-1519 sales@duralum.com '08N0. GF07-08 HEADER BEAM - TYPES & ATTACHMENT - DETAILS 152" ..61" GUTTER`EXTCLIP GUTTER EXT. CLIP.:--­­ 2.00" LIP.:i .•. 2.00" SPLICE WHERE 1 79" OCCURS SPLICE WHERE SPLICE WHERE OCCURS OCCURS `0 7 2.57" 4.6' 2 19" 4 204* 3.00" SQ. I� --li .0011 065- 2.08„ 2.04" 065" TYP. TYR 2.93" T - 4.000D 2.7- ASTM A653 SS GRADE 40 038" R.F. GUTTER ALUM. ALLOY ALUM; ALLOY FASCIA -ALUM. ALUM. ALLOY 6063 -Ts 6063-T6 ALLOY 3004LH36 6063-T6 E 6.5" ROLLFORMED O 4.5" GUTTER O MAG. GUTTER- O MAG BEAM O 3" SO. STEEL BEAM 4" 3.0" I�- L 3., � �QFEss I� M�.� 2" I 6.5,. pipe 51: Cq .042„ SPLIC 7 —1 WHERE 4" SPLICE WHERE � .Z' OCCURS OCCURS - — �—` 8.O" �TYP� ~ No. 7 8 . II 032„ =110" / TYP. = EXp. 3f • ♦r ALUM. ALLOY 3004-H36 ALUM. ALLOY ALUM. ALLOY � � ALUM. ALLOY 36 OR EQUAL 6063-T6 C 6063-T6 -; OR EQUAL UAL J 4" I -BEAM O 7" I -BEAM O �I_ ?-� �l DBL. 2 x 6.5 BEAM _3x 8 BEAM �� -- ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS 625" MAX. - 3 4" 1 -BEAM = 7"x 2 3/4" x 16 GA, STEEL C -BEAM —.+.—.042" 1 j i 8„ _ 042" T= 14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM 7.875' ASTM A653 GRADE 50 i � l ALUM. ALLOY 3004-H36625" ALUM. ALLOY 3004-436 ^ A -�-I � � N OR EQUAL �- OR EQUAL iVl O 2,875" 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3x;8 BEAM STEELINSERT, I.C.C. E.S. EVALUATION DRAINN'BYt KK' - : TQM"GAMBELL &ASSOCIATES, INC. LIVE LOAD = PATIO' COVER'SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE:tOt232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10,20830,,, DURALUM�FRODUCTS,INC. t00F29 ER- SCALE: NONE _ _ _ - - ALTA LOMA,` CA - (951) 741-2107 BEAM TYPES HORIZ. WIND = 8269 ALPINE AVE:,_ -SACRAMENTO, CA 95826 KGs No. GFord,v4 - .., -REYISEDBY:.K.KBD:P. .... , ,V. - . ;. . , t. 90, 1008110,MPH ,,.., (916)452.7021. FAX 403=1519 salesQdur3lum.com BE -AM TO POST CONNECTION -DETAILS OPTIONAL DECORATIVE FASCIA (WOOD. ALUM. OR HAROBORD) 3" x 8" x .042" BEAM, 3" SQ. STEEL OR \)-#10 S.M.S. EA. SIDE (4) -TOT. MAG BEAM. #10 S.M.S. TOP & BOTT. (2) -TOT. 2-#12 x 1/2" S.M.S. EACH SIDE OF 3" #10 x 1/2" S.M.S. TOP SO. POST (4 -TOTAL) ALTERNATE: 1/4"0 BOLT W/ WASHER 8 BOTT. (2) -TOT. 1 1/4" EA. SIDE OF 3" SO POST .501 ROOF PANEL 4" 6 1/ " - 1.10" I ROLLFORMED OR .75 I O I EXTRUDED GUTTER I + ; I.so•' I (4)-#14 SDS @ EA. SIDE FASCIA ALUM, BRACKET X L — — #10 S.M.S. 12"O.C. I 3"SO POST TOP 8 BOTT. TOT.=16 � 2.35" ` 2" 1" 6 1/2"x2"x 024"RAFTER 2110 x 1/2" S.M.S. EACH SIDE OF 3" SQ. POST (4 -TOTAL) ALTERNATE: 114"0 BOLT W/ WASHER EA. SIDE OF 3" SO. POST 3.00" 3" SO POST OR .240" GUTTER FASCIA MAAG 41 i4M 3" SO. POST 3 -SQ. STL. BEAM H - BRACKE 13 ALUM. ALLOY 3003-1124 .28" } .018 P 2"0" LATTICE TUBE 1 �#8 x 2 "SMS, 2 1/2" COR 3 1/2", TYP. 1 1/2" OR 2" SQ. OR 2'x3" LATTICE aQ 3"O.C. MIN. UP TO T'O.C. MAX. TUBE TO RAFTER 17 X 3" ALUM. OR TEEL POST 14 TO POST ALUM. ALLOY 3003-H24 150" 28" � 12" I .2" 018, T 1 1/2" SQ. OR P2 2" LATTtCE.AIBE No, 79 8 Z P.3 3( c ti� al RAFTER "TAIL" TO GUTTER 15 3.125" FOR 3 x RAFTER 2.125" FOR -2 FXRAFTER 1 1/2" t = .040" 6063-T6 t = .040" 3004-H36 ALUM. (4) #8 x 3/4" TEK SCREWS BRACKET TO RAFTER 10112" MIN. J� O 0 i (4) - #8 x 3/4" TEK SCREWS BRACKET TO BEAM "U" BRACKET - RAFTER TO BEAM 18 I.C.C. E.S. EVALUATION DRAWN BY: KK. TOM CAMBELL: & ASSOCIATES, INC. LIVE LOAD = PATIO' COVER;SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM OPOST t0, 20 8 30 st P DURALUM PRODUCTS, INC. 12 OF 29 ER- SCALE: NONE ALTA LOMA, CA (951) 741-21 D7. ATTACHMENT HORI2. NAND = 8289 ALPINE AVE., SACRAMENTO, CA 95826 ,oa No. crolasla ;REVISEDKaC80:P. ,. ,- ,. _. ... ,,.:. .;. _;; •. .. 90, 1008N0 MPH. (11@),.452z.?021.,FAX;493-1519.seles@duralum.com SIMPLE SPLICE SPLICE DETAILS 11 BEAM TO POST DETAILS: 1.2 FULL MOMENT (2VALLEY, TY�� #10 S.M.S. II #12 S.M.S. II (8 TOT TYP. THICKNESS = .035' (24 TOT II TYP. THICKN ISS =.035" r===l 6.38" II II + + + ++ t + + + ++ It ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR -EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS I I NOTCH I -BEAM FLANGE EAR SPLICES - ROLLFORM:ED.& EXTRUDED FASCIAS SQ.AS POS ,CONNED TO T {-BEAM.ALUM ALLOY SQ. POST,CONNECT WEB NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY 3E USED. (6061-T6) ALTERNATE ITOO POST W/(2)•1/2 0 TL. C -BEAM 3 TOTAL= (8)-1/2"0 BOLTS ........................................... ............._.......... _._...._._....... __.._........ __.. SQ. POST �0ESSI 0 0 o QQBEAM TO POST CONN. CAS,,_ SPLICE WHERE OCCURS 4" 0 0 Exp. ALUM. ALLOY �y7z► 6063-r6 16" 1" -- ,cC 4" I -BEAM I Z ROOF PANEL MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB). MAY OE USED SPLICE WH OCCUI #12 4'X3" ALUM. "1" SM. OR 7"x4" ALUM. "I" BAA. - BEAM (4-1/4"0 M.B. BEAM TO BRACKET 2- 3/8"0 M.B. THRU STL. 'T' BRACKET TO POST. POST, SEE SCHEDULE :. ..... ............................... .... ................................... __.... ....... ............... ALTERNATE BEAM TO POST CONN. ALUM. ALLOY 16" 1'I -- 6063-76 3'-0„ 7" I -BEAM MOMENT C -SPLICE I.C.C. E.S. EVALUATION DRAWN BY; K:K TOM CANIBELL`B'ASSOCIATE$. INC. -UVE OAD= PATIO -COVER SYSTEM AS.MFG. BY: REPORT NUMBER DATE: 10/2312007 - COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 10, 20 & 30 Psr DURALUM PRODUCTS, INC. SHEET ER- SCALE: NONE ALTA LOMA, CA (951) 741-210) SPLICE DETAILS HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 1(916)-452-,7021 11 OF 29 REVISED : K.K. & D.P. 90, .100 & 110 MPH FAX 403.1519 sales@duralum.com !OB NO. GF07-0BA #8 S.M.S. EACH SIDE f-- LATTICE 1 1/2" OR 2" 2"x6.5" OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT ALTERNATE: 42)- #10 S.M.S. EACH RAFTER TO COLUMN- CONNECTION (4 -TOTAL) ALTERNATE: ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER 3"x3"x0.024" (1) - 1/2" BOLT OR CONNECTOR (2)- #10 S.M.S. EACH RAFTER STUB COLUMN.' -TO DOUBLE HEADER CONN:g 2"x6" LEDGER (EXIST.) X ul 3/8" LAG SCREW EXIST. STUCCO OR EQUAL 5" PENE.INTO WOOD FRAMING EXIST. STUCCO / LEDGER ATTACHMENT DETAII LC C. E.S. EVALUATION -DRAVV"Y: KA SoCiATE6',`_I�C. DOUBLE RAFTER CONNECTION DETAILS LATTICE BEAM TO POST CONNECTION COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LA �TICE 10, to &'io Psf U RALUM PRODUCTS, INC. SPLICE TO 1 1/2" OR 2"LATTICE #8 S.M.S. UALTA LOMA, CA (951) 741-2107 ,)_BEAM OCCUR -DIRECTLY OVER 5/8" 0 PLASTIC 82*69.ALPINE AVE., SACRAMENTO. CA 95826 [916)452-7n2l 29 Post. Nof_*PER'MITTED PLUG WHERE ALTERNATE 1/2" BOLT CONNECTION DOUBLE RAFTER - PLAN 2 FAX.40371.�19 sales@dUralL (c_DBSCREWS @ 2 -POST UNITS SCREW IS INSIDE I ALTERNATE: PER -SIDE #14 SMS MAY 4�414 S.M.S. EACH - .5" -.5." BE USE AS RAFTER TO COL. CONNECT. (8 -TOT.) 3.5" - 3.5" ALTERNATE TO 114"0 BOLTS 3.5 3.5" r 8" BEAM 1 '7 5- 1 4 4.5" 01 6" Efl OR 2] 6414 SMS EA. Yx 3"STL.POST (24") INSERT ATTACHED OR(2)-2x6.5" 0 0 ALTERNATE: SIDE #14 SMS EA. SIDE -6 1/2" SIDEPLATE EA. SIDE SEE POST SCHED.. 3"x3"STL. POST COLUMN 7-1 OR (2)-3"x8"HEADER I I TOP, MID HEIGHT FOR.FREESTANDING AND BOTTOM. 3"SQ.-P OST BETWEEN SIDE PLATES 2"x (2)-1/2"BOLT BEAM TO POST CONNECTION 6.5" SIDEPLATE POST SCHEDULE 21 DBL. RAFTER DBL. HEADER CONN. '9 SQ. x .024" + (2)-2" x 6 1/2" x .024" 3" SQ., x.024" + (2)-2" x 6 1/2" x.032" a3" W/ (6)-#14 S.M.S. EACH SIDE. 72 W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONIC. SLAB OR FOOTING. #8 S.M.S. EACH SIDE f-- LATTICE 1 1/2" OR 2" 2"x6.5" OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT ALTERNATE: 42)- #10 S.M.S. EACH RAFTER TO COLUMN- CONNECTION (4 -TOTAL) ALTERNATE: ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER 3"x3"x0.024" (1) - 1/2" BOLT OR CONNECTOR (2)- #10 S.M.S. EACH RAFTER STUB COLUMN.' -TO DOUBLE HEADER CONN:g 2"x6" LEDGER (EXIST.) X ul 3/8" LAG SCREW EXIST. STUCCO OR EQUAL 5" PENE.INTO WOOD FRAMING EXIST. STUCCO / LEDGER ATTACHMENT DETAII LC C. E.S. EVALUATION -DRAVV"Y: KA SoCiATE6',`_I�C. TIP PATIO 10 COVER-SYSTEMAS MFG. BY: REPORT NUMBER DATE: 10/2312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LA �TICE 10, to &'io Psf U RALUM PRODUCTS, INC. SHEET ER_ S i CALE: NONE REVISED BY: K.K. & D.P. UALTA LOMA, CA (951) 741-2107 CON, CONNECTIONS HORIZ. WND = 82*69.ALPINE AVE., SACRAMENTO. CA 95826 [916)452-7n2l 29 90APR&I-IO MPH FAX.40371.�19 sales@dUralL Boa SF07�4 I.C.C. E.S. EVALUATION DRAWN By -KK 6.5" ROLLF0 M 4" 1=BEAM LIVE LOAD, 4.5" / MAG:GU_TTE`R MAG BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 31, SQ. STEEL BEAM DURALUM PRODUCTS, INC. 4 OF 29 ER- SCALE: NONE ALTA LOMA, CA (951) 741-2107 AND ATTAGHEO HORIZ. WIND= 8269 ALPINE AVE., SACRAMENTO, CA 95826 1OB NO OFO�-0B7� 10 .REVISED BY: KK8D.P. •;,;1.OYf;4;L,;:; .eDlv(P.H•w;:i �,• .90, 008110 MPH. �; 1?14)452.70g� FA>�403-15.19•selas�duralum,com m O. MAX.COL. MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND' ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED SPACING ON SLAB SPACING SPACING SPACING SPACING SPACING FTG. MIN. 'POST' FTG ' MIN. FTG. MIN. FTG MIN. FTG. MIN. FTG MIN. FTG. MIN. FTG MIN. FTG. MIN. FTG MIN. F (IN.) TYPE (IN.). POST TYPE. (IN.) POST TYPE (IN.) POST TYPE- (IN): POST TYPE ' (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE 4' 17'-0" 14'-6" 28 F 22 B 19.x,. 33 G 24 B 15'-2' 28 F 22 B 14'-0" 28 F 22 B 15'-2" 2s F 22 g B'-10" 5' 13'-7" 13'-0" 28 F 23 B 18'•0" 28, G 25 B 13'-6" 28 F B 13'-0" 28 F 23 B 14'-1" 28 F 23 B 1.79-1" .23 6' 11'4" 11-10 26 F 23 B 16'=8'5,Tp, 28 G 26 B 12'-4" 28 F 24 B 12'-3" 26 F 24 B 13'-3" 28 F 24 B 7' 9'-8" 11'-0" 26 G 24 `B:. ,- „ 28 G 27 B 11'-5" 26 G 24 B 11'-8" 26 G 25 B 12'-7" 28 G 25 B 8' 8'-6" 10'-3" 26 G 24 B 14'-6" 28. G 27 B 10'-8" 26 G 25 B 11'-1" 26 G 25 B 12'-0" 26 G 26 B 6!! 9 7'-7" 9'-8" 26 G 2528. G 28 B 10'-1" 26 G 25 B .10'-5" 26 G 26 B 11'- 7" 26 G 27 B 10' 6'-9" 9'-2" 26 G 25 B .12,-1 28 G 28 B 9'-6" 26 G 26 B 9'-10" 26 G 26 B 11'-2" 26 G 27 B 11' 6-2" 8'-9" 26 G 26 B i2'-3'28 G 29 B 9'-2" 26 G 26 B 9'-5" 26 G 27 B 10'-10" 26 G 28 B 12' 1 5'-8" 26 G 29 B 9'-0" 26 G 27 B 10'-6" 26 G 28 B 13' 5'-2" 11'-3" 28 H 30 B 8'-8" 28 H 28 B 10'-3" 28 H 29 B 14' 4'-10" 10'10'-3" 28 H 30 B 8'-4" 28 H 28 B 10'-0" 28 H 29 B 15' 4'-6" 28. H 30 B 8'-1" 28 H 28 B 9'-9" 28 H 30 B 16' 4.-3„ 28 H 31 B T-10" 28 H 29 B T-6" 28 H 30 B s'=s' 17' 4'4" 9'-10" . 28 H 31 B T-7" 28 H 29 B 9'=4" 28 H 31 B 18' 3'_9" 9,_7, ., 28 H 31 B T-4" 28 H 29 B 9'-2" 28 H 31 B 9'-0" 19' T-7" 9-4 33 H 31 B T-2" 33 H 29 B 9'-0" 33 H 32 B 8'=10" 20' T-4" s' -o'' 33 H 32 B 7'-0" 33 H 30 B 8'-10" ... 32 B ,,-'8 -T S POST F MAX HT.= 8' 4c.7 �. CAti%A® NOTE: FOOTNOTE: "SAMPLE" Z FOOTING SHOWN IN CUBIC INCHES No. 7 8 WITHOUT SLAB. FIGURE INDICATES EXPOSURE 6 FIGURE INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES * EXP. SHT. 9 FOR ATTACHED & ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SHT. 23 FOR FREESTANDING I.C.C. E.S. EVALUATION DRAWN By -KK TOM I: MBELL & ASSOCIATES, INC. SOL LIVE LOAD, PATIO COVER SYSTEM ASM HEFT REPORT NUMBER DATE: 16!232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SP%INGTABLE FREESTANDING 10, 20 8 30 psf DURALUM PRODUCTS, INC. 4 OF 29 ER- SCALE: NONE ALTA LOMA, CA (951) 741-2107 AND ATTAGHEO HORIZ. WIND= 8269 ALPINE AVE., SACRAMENTO, CA 95826 1OB NO OFO�-0B7� 10 .REVISED BY: KK8D.P. •;,;1.OYf;4;L,;:; .eDlv(P.H•w;:i �,• .90, 008110 MPH. �; 1?14)452.70g� FA>�403-15.19•selas�duralum,com 10# L.L. ,110- MPH .FREESTAND° & ATTACHE:D OPEN.;LATTIGE`F 3" SQ. STEEL BEAM •DBL:2"x6:'5" x:032:"BEAM DBL..3"x8"x:042"BEAM , 'OR� "x8'..'BEAM. J O m FREESTAND ATT. O ZFREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POST �m o U _5 MAX.POST MAX -POST SPACING SPACING na Z SPACING FTG. MIN. FTG. SPACING FTG. MIN. FTG. FOR DBL. FOR 3"x 8" fTG. MIN. FTG. S m y O POST POST 2" x 6.5X.032" BEAM POST (IN.) TYPE. y(INJ (IN.)., TYPE (IN.) (IN.) TYPE.. ,(IN.). . 4' 25'-4"' 16'-6" 32 22, _ 0 . 37 H 23 1a'-1 15'-7" 32 H 20. . 5'-6" H 22. 0 -0„ 3'-0 : 4'.-2" 15'-5" 32 23 , s:=8 37 24 13'-4" 13'-1 32 21 51 20 =3' 14'-5° H .:.. r-10" H H 14' s" 32 24 -rs'-0" 32 H 24 12'-2" 12'-8 32 H 21' H 6 _3 11'-0" 11'_6" T 14��„ 13'-1 " 32 H 25. '1s'-8 32 25 11'-3" 1,'-s" ,28 22 2'-11" 15'-1".. H. 10'-3 .10' 8 H 8' 12'-8" i 3'-2° 32 H 26± ` 15,_7,; 32 H 25 10'-6" . i r -o" 28. : H 22' 12'-4" 14'_1" 9' 11'-3" 12'-8" 32 H '26` 14'-8" 32 H 26 9'-11" - 10,-4„ 28 23 1 1 10" 3'.-4" 9'-0" 9'-5" 10' 10'-2„ 12'-3" 32 H 27- 13'-1 32 H 26 9'-5" 9'-10" 28• H 23`I 1 5" 12'-8" 11' 9'-3.. 11'-1 " 28 t i ..28= 13._3., 32 H 27 9._0.. 9,�„ 28 H . 24 1 12' 8'-5'. ,1 6" 28 =28: ` 12-8 `32 H 27 g, .. 9,=0" 28f H. 24 1 0'-9" H 1 �., 13' 7'-9" 11'-3" 32 2912'-2!'32. J 28. 8-3.. 8,�„ 32 J 24.1 14' 7'-3'. ,1-0, „ 32 9„_: 32 28 8'-0„ 8'-4" 32 25 .. 15' 6'-9" 32 J 30 1114" 32 J 28 T-9" 8'-1" 32 25 1 10'-0" 7'-0" 7:-3" `� 16' 6'-4" 1 ° -6 32 J 30. 11-0 32 J 29 r'6" 7,_9„ 32 J 25 17' 10'-3" 32 J 30.- ;10 -8�„ 32 J 29 7 -3 6,�„ 7'-6"s'-10" 32 J 25' 5'-11 18' S'-8" 10'-r' 32 J 31 10.. .` ..32 J 29 '6'-i" 7'-�" 32 J 26 9'-5" 9.-5".. 6' 4" 6'-8" 19' 9'-19" 3 37 J 31 10'-19 -2 , 37 J 29 6'-1 6.2.. 7 2..6 6,. 37 J 26 5'-4" 20' 5'-1" 9191, 37 J 31 9'-io" 37 J 30 6'-8" - 7'-0" J 26 8 -11' 6' 0., S FOOTNOTE: "SAMPLE" �(`0 PCa I. Cq�A FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ��Cy ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED & SHT. 23 FOR FREESTANDING PATIOS 12' OR LESS EXP. B & G . 3"x8" BEAMw/INSERT MINIMUM NO. OF POST MAX.POS7 FREESTAND ATT, j o FOOTNOTE: PACING m POST TYPE 1 POST TYPE FTG. POST FTG. (IN.) TYPE (IN-) EXP. B EXP. C EXP. B EXP. C 29'-6" 37 H 27 6' 2 2 2 2 26'-9" 26'-61' 37. H 28 7. 2 3 2 2 4'-2!"_l o' 37 H 28 8' 3 3 2 2 22'-4'' 37H 29 9' 3 3 2 2 20'-1.,"11„ 37 H 30 10- 3 4 2 2 37 H 30 1i• 3 4 2 2 37 H 31 ,z 4 4 2 3 6'-11' 7'-9" 3213' 4 32 H 5 2 3 T-1" 32 H 32 14' 4 5 3 3 32 J 32 15' 4 5 3 3 .14'-'10' 15'4° 32J 3 33 16' 5 6 3 32 J 33 17' 5 6 3 4 32 J 34 18' 5 6 3 4 3� 14'-43,-0„ 32 J 34 19' 5 7 3 4 13'-fj" 3234 2o' 6 7 3 4 12'-7" J 37J 35 FOOTNOTE: ' 13'_2" HEADER AND OR MIN. NO. OF POST 37 J 35 REQUIRED SPACING MUST EXCEED 12'4" ALLOWABLE SLAB SPACING OR LESSER MUST BE USED FOOTNOTE: ' COL. TYPES 1 =.024" SIDEPLATES, USE ON CONIC. SLAB ONLY COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS No. 7948 \x_1Exp. 3 ,k cfvk a�rip I\ 121 zSiD� I.C.C. E.S. EVALUATION DRAWN BY: KK TOWCAMBELL & ASSOCIATES. INC. LATTICE LIVE LOAD= PATIO COVER -SYSTEM AS MFG. BY: SHEET GATE: 10)23Q007 POST SPACINGTABLE REPORT NUMBER COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 8 30 psf DURALUM PRODUCTS, INC. 26 OF 29 SCALE: NONE ALTA LOMA. CA (951) 741-2107 AND -ATTACHED HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 roe eo cFora ER- REVISED BY: K•K. B D.P, >10i! LC , 110 MPH -r= 90; 100 8 110 MPH ,;•: (916) 452-7021 FAX 403.1519 sales@dureWm.com t. ­.­­�­­_ -1 , 1. �._ "t- — ­ ­.. - ji No. 7948 \x_1Exp. 3 ,k cfvk a�rip I\ 121 zSiD� I.C.C. E.S. EVALUATION DRAWN BY: KK TOWCAMBELL & ASSOCIATES. INC. LATTICE LIVE LOAD= PATIO COVER -SYSTEM AS MFG. BY: SHEET GATE: 10)23Q007 POST SPACINGTABLE REPORT NUMBER COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 8 30 psf DURALUM PRODUCTS, INC. 26 OF 29 SCALE: NONE ALTA LOMA. CA (951) 741-2107 AND -ATTACHED HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 roe eo cFora ER- REVISED BY: K•K. B D.P, >10i! LC , 110 MPH -r= 90; 100 8 110 MPH ,;•: (916) 452-7021 FAX 403.1519 sales@dureWm.com t. ­.­­�­­_ -1 , 1. �._ "t- — ­ ­.. - ji t. ­.­­�­­_ -1 , 1. �._ "t- — ­ ­.. - ji 10# L.L. 100.MP:H FREESTAND:.:&;ATTAC.HED OPEN LATTICE PATIOS 12' OR LESS 3" SQ STEEL BEAM DBL".2"x6.5"5.032"BEAM - �l it E RA CERT } DBL. 3 x8 x.042 BEAM OR 3 "x8 �BEAM 3x8 B A w/ EXP,. B & C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. O = and = r r Z) r 0 m O z U-5 a Z g N 0 4W)" .J 31 18-5 yP 3 7[ J SHT. 23 FOR FREESTANDING 12'4 IN j Q = r r m m ¢ r MINIMUM NO. OF POST FOOTNOTE: ' MAX.POST SPACING FREESTAND ATT. MPACIN T SPACING FREESTAND ATT. MAX.POST SPACING FOR DBL. 2" x 6.5x.032" MAX.POST SPACING FOR 3" x B" BEAM FREESTAND ATT. ST SPACIMAKPNG SPACING FREESTAND ATT. POST TYPE 1 POST TYPE 2 FTG. (IN.) MIN. POST TYPE FTG. (IN.) FTG. (IN.) MIN. POST TYPE FTG. (IN.) FTG. (IN.) MIN. POST TYPE FTG. (IN.) FTG. (IN.) MIN. POST TYPE FTG. (IN.) EXP. B EXP. C EXP. B EXP. C 41 25,-4,, 17.4„ 30 G 22 23'-7" 35 G 23 15'-7" 16'-4^ 4'-7" 30 G 20 ;31'-O" T-8 35 G 27 6' 2 2 2 2 9' 16'-1" 30 G 23 21'-1" 35 G 24 13-1 14'-8" 30 G 21 27'-s" 35 G 28 G 2 3 2 2 ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. O = 5 20-3 4W)" .J 31 18-5 yP 3 7[ J SHT. 23 FOR FREESTANDING 12'4 13,_1,. j I.C.C. E.S. EVALUATION 4-9 -TOM CAMBELL,ASSOCIATES. IN!�110#[_L_ J I FOOTNOTE: ' 7 20' S'-1 10'-2" 4" 35 10, 20 3 80 psf 6' 16'-10.. 15'-2" 1 30 G 24 19'-3" 6'-10" 35 G 24 12'-8" 11'-5" 13.x,. 1'-11" 30 G 21 `Z5+ g 2'-7" 35 G 28 Q �R�FESS1O Q/ 0 cj �• CA/yA ` s' 2 3 2 2 7 1 a -6 „ 13'-3" 30 G 25 17'-10° 15'-7" 30 G 25 11'-9" 10'-7" 12'-4" 11'-0" 30 G 22 23'-5" p'.11'. 35 G 29 9' 3 3 2 2 8' 12'-8'. 30 G 26 16'8 -`14'-7 30 G' 25, 1 r�o' 11'-7" 1 '-4" 27 G 22' . 21'-11 ' .-7. 35 G 30 10' 3 3 2 2 9' 11'-3" 13'-3" 2 -2" 30 G 26 15'-9" 3'_g" 30 G 26 -10'4" 9.�.. 10'-1 " 9._9.. 27 G 23 -20'-8" 18'-5,. 35 G 30 11' 3 4 2 2 10' 10'-2" 30 G 27' 14'-11,. 13._1.. 30.. G 26 9'-10" _ 10'-4" 9'-3" 27 G 23 ' 19'-T' .. " 35- . G 31 12, 3 4 2 2 11' 9'-3.. 12'-4° 1,�„ 30 H 28 14'-3" 12'-5" 30 H 27 9,4" 8`-5" 9'-10" 8'-10' 27 H 24 " 16;:... 16'-8' 35 H 32 13' 4 4 2 3 12' 8'-5.. 12'-O'>-'_1.. 27 H . 28' :.-13'-8'1-11' 30 H '27 ' 9'-0" 9 -5 _ .. 27 H. 24: 17'-1 " 30 H 32 14' 4 5 2 3 13' 7'-9" 11'-8" 30 H 29 - 11'-5" 30 H 28 , 81.8.. 7._9.. g _1 8._ 1., 30 H 24. 17'-2" 15.x.. 30 H32 t5' 4 5 3 3 14' 7'-3" 11._5.. 30 H 29 12._7.. 11-01. 30 H 28 , 8'-4"8._9.. 7'-6" 7'-10" 30 H 25 16._7.. 4_9' 30 H 33 16' 4 5 3 3 15' 6'-9" 11--2"0.3.. 30 H 30 2 10 '8" 30 H 28 ` 8`"0" 7'-3" 8'-5" 7'-6" 30 H 25 16'=0" 14'-3" 30 H 33 17' S 6 3 3 16' 6'-410.•x.. 10'-1,1>-'. 30 � 30 30 j 29 T-9" 7'-0" 8,_2„ 7.� . 30 j 25 15'-6" 3'-10' 30 J 34 18' 5 6 3 3 17' S'-11" 10._8..- -10" 30 30 111-511 0'-0' 30 .� 29 7'-6" 6'-9" 7'-11" 7'-1" 30 .� 25 15'_0'. 13'-5" 30 .� 34 19' 5 6 3 3 18' F-8.. 10'-6" 9'-8" 30 J 31 11'-2" .. -9' 30 J :29: 7.�... 6'-7" 7,�., 6-10" 30 J 26 14'-7., 13'-1" 30 J 34 20' 5 6 3 3 19' 10'-4" 35 10-1 " 35 29 7'-2" 7'-6" 35 26 14'-3" 35 35 ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. O = r 2 64" _6" .J 31 V_6" yP 3 7[ J SHT. 23 FOR FREESTANDING C(y��. \Q' ' Z v� j I.C.C. E.S. EVALUATION DRAWN BY: K.K. -TOM CAMBELL,ASSOCIATES. IN!�110#[_L_ J I FOOTNOTE: ' 20' S'-1 10'-2" 4" 35 10, 20 3 80 psf 31 10' 6" 9'-3" 35 REVISED BY: K.K. 8 O.P. 30 6''1`1" 6'-3" _,-'6'-8" 7' 4" 6' " 35 J 26. .12'4" 13'=i o" ` 2'"4" 35 j 35 REQUIRED HEADER AND OR MIN. NO. OF POST SPACING MUST EXCEED ALLOWABLE SLAB SPACING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B J;�3 FIGURE INDICATES EXPOSURE C Q �R�FESS1O Q/ 0 cj �• CA/yA ` FOOTNOTE: OR LESSER MUST BE USED ' COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. O = r 2 No. 79 8 r . NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED 8 yP 3 7[ SHT. 23 FOR FREESTANDING C(y��. \Q' ' Z v� I.C.C. E.S. EVALUATION DRAWN BY: K.K. -TOM CAMBELL,ASSOCIATES. IN!�110#[_L_ ICE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 10!232007 SCALE: NONE COMMERCIAL ANDf2E51DENTiAL STRUCTURAL ACING TABLE EESTANDING 10, 20 3 80 psf DURALUM PRODUCTS, INC. 1(916j452-7621 ER- REVISED BY: K.K. 8 O.P. ALTA LOMA. CA (951) 741"2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE, SACRAMENTO, CA 95826 100 MPH 90, 100 3 110 MPH FAX 403-1519 salesadumium SHEET 25 OF 29 JOB NO. GF07-=4