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09-0234 (PAT).t P.O. BOX 1504 �` 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: .(;_ 09-00000234 z, Property Address: 61385 FIRE BARREL `DR APN: 764-280-999-142 -300235- Application description: PATIO COVER - RESIDENTIAL Property Zoning: MEDIUM HIGH DENSITY RES Application valuation: 4070 Applicant: T4ht " BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Architect or Engineer: -------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 70001, of Division 3 of the Business and Professions de, and my License is in full force and effect. License Class: C51 se 449379 ate: � � ractor: OWNER -BUILDER DECLA ATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that -he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 1 _'1 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1 _ 1 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: PIP Lender's Address: LQPERMIT Owner: MICHAEL ERICKSON 61385 FIRE B LA QUINTA, C. Contractor: LA QUINTA PA 40133 CALLE BERMUDA DUNE (760)863-433 Lic. No.: 44 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 3/16/09 ------------------ WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain -a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: . Carrier 1ST COMP INS Policy Number WEN0003727-03 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation I ws of California, and agree that, if I should beco subject to the WJ Wcomp'nsation pr sions of Section �of the Labor Code. I shall ith comp ivision Di v pplicant: _ WARNING: FAILURE TO SECURE WORKERS' COMPS SATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to compV with all city and county ordinances and state laws relating to building construction,4d reby a�orizeretatives �of thi count to////e///jppp�ter upon th ove-mentioned prop pectin s. �4� ature (Applicant or Agent): Application Number . . . 09-00000234 Permit . . . PATIO COVER PERMIT Additional desc . . Permit Fee . . . . 72.00 Plan Check Fee 46.80 Issue Date Valuation . . . . 4070 Expiration Date 9/12/09 Qty Unit Charge Per Extension BASE FEE 45.0.0 3.00 9.0000 THOU BLDG 2,001-25,000 27.00 ---------------------------------------------------------------------------- Special Notes and Comments 306 S.F. ALULMAWOOD LATTICE SHADE STRUCTURE ATTACHED TO REAR OF RESIDENCE. ------------------------------------- Other Fees . . . . ..... -------------------------------------- . . BLDG STDS ADMIN (SB1473) 1.00 STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid Credited --------------------------------------------------------- Due Permit Fee Total 72.00 .00 .00 72.00 Plan Check Total 46.80 .00 .00 46.80 Other Fee Total 1.50 .00 .00. 1.50 Grand Total 120.30 .00 .00 .120.30 LQPERMIT Bin # City of La Quinta Building 8L Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit #� 0� Project Address: / 3� �� ` Owner's Name: lC XJ/V A. P. Number: Address:�y,f✓i56— 1 Legal Description: City, ST, Zip: 14 Contractor: L4 O(A-) 7-,P P+7-1 L) C-0 . Address: 40 - ( ?j 3 C1+LL p //I —, rJLA.-M Telephone: Project Description: City, ST, Zip: /0171 O c a ;z. 0 j ALIJKIi� wa/�z��-i L. %/ems- 5#APE Telephone: 7 6o -5- 7 L( - /6->q 3 State Lic. # 3 7 ommm City Lic. #: 99 / (o s 5%,e� (% Gi LJ' / if 7-0 Arch., Engr., Designer: Address: City, ST, Zip: Telephone: Construction Type: Occupancy: State Lic. #: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: 1,01- W O L (� Sq. Ft.: —30 (p # St ries: H Units: Telephone # of Contact Person: Estimated Value of Project: -3 2.._Z Z{, e 'ZD APPLICANT: DO NOT WRITE BELOW THIS LINE N Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cales. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Cates. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for corrections/issue Electrical Subcoutactor 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 DRIVEWAY GARAGE ENTRY SIDEWALK NORTH CASITA 61385 FIRE BARREL PROPOSED ALUMAWOOD OPEN LATTICE SHADE STRUCTURE EXISTING HOUSE 28'-1" rt W r r 6� t6 0 .EXISTING SLAB 11'-4" 12' 8" NO ol1oni31SNOO'do� �3A08ddd PROPERTY LINE TYP. ns 3G A 33VS V JNA I� 37'-01 1 Ni(Io vl 30 BACK ,YARD,- I l� �1 TOM CAMPBELL & ASSOCIATES, INC. Commercial and Residential Structural Engineering (951) 741-2107 Building Official Local Authority Having Jurisdiction RE: Duralum Products, Inc. Patio Covers Design Parameters This letter affirms that the Duralum Products, Inc. patio covers, installed at the site address noted below, with solid roof panels or lattice purlins, as cited in the attached standard plans identified as Job No. GF07-0674 and containing my professional engineers stamp and signature, comply with the roof live, snow, wind and seismic loading requirements cited in the 2006 International Building Code, 2006 International Residential Code, 2007 California Building Code, ASCE/SEI 7-05 (Minimum Design Loads for Buildings and Other Structures) and the 2000 Aluminum Design Manual, ADM -01. The standard plans accompanying this letter must properly identify all site-specific information necessary for plan submittal to the local authority having jurisdiction by highlighting those structural framing member sizes and details relevant to the patio cover's construction at the address noted below. All work relevant to the construction of the approved patio cover must be in accordance with the attached standard plans as approved by the local authority having jurisdiction. Please contact me at (951) 741-2107 or at ticampbell(a-charter.net should you require additional information. Sincerely,Q OpESs10 ' Tom Campbell, PE W No. s�eae F * EV- 3/31/09 d'q CNIt Site Information GCFCAl1�r�` Owner's Name/ Address City/Town State - Z �� PATIO-COVER.SYS (�GTEM AS MFG. BY: DURALUM PRODUCTS, INC. ER- ENERAL;NOTES.,_-) GOVERNING,CODES*)__ 1 THE : ES GN COMP_LIE— EMTMlTHE 2006 INTERNATIONAL�BUILDING�CODE 2006 INTERNATIONAL RES(DENTIAL_CODE,L2007�CALIF__,LORNIA BUILDING-CODE,-J� ¢ASCE/SEL7-05-MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHERYSTRUCT_URES 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 ATTACHED PATIO 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 ATTACHED.'PATIO COVER MAY SECURED TO AN. EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 112 INCHES THICK AND IS LOCATED IRAREAS 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: 11. RESIDENATIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRCAPPENDIX H. ROOF LIVE LOADS: -10 AND 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GOUND: 50 POUNDS PER.SQUARE FOOT. ROOF: 30lPOUNDS PER -SQUARE FOOT ( EXPOSURE C, NON -HEATED STRUCTURE). WIND LOADS: 90 MILES PER- HOUR, EXPOSURES B AND C. 100•MILES•P.ER; HOUR, EXPOSURES B -AND C. 110MLES PER HOUR, EXPOSURES BAND 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. MINIMUWROQF SLOPE FOR SOLID ROOF PANELS: 112 INCH PER FOOT. 15. MINIMUM,PATIO COVER SIZE -50 -SQUARE. FEET. 16. MINIMUM'SIZE OF,EXISTING ROOF'OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. 17. COVERS ARE.DESIGNATED "RIGED BUII;DINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. 18. COVERStSHALL°NOT4E INSTALL•ED'.INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED:•IN.ASCE/SEI.7;:SECT.ION:.6:6.7.1. 19. THE F.REESTAND_ING`.'AND ATTACHED: SOLID PATIO COVERS NOTED HEREIN ARE DESIGNED 20. THE'FREESTANDING:AND'ATTACHED. LATTICE. PATIO COVERS NOTED HEREIN ARE DESIGNED A(S�S ."O)P.ENSTRUCTURES" IN ACCORDANC (E' WITH .`ASCE/SEI 7, SECTION 6.5.13. 21 PRO ECT ON•OR.VADTOH (P'FT), SHALLRNOTFEXCCED ONE()DIVIDED BY THE PATIO COVER 22 OR RATIO O VP).)PATIO LOVOERR ECNCGEHDT (L FT.) DIVIDED BY THE PATIO COVER PROJECTION FFTT tr CITY I _CTYai�(��O F LA QUI NTA BUILDING & SAFETY DEPT. APPROVED FOR OR CONSTRUCTION�,`'_ n n-rr` I/� • QV // NOTES: ALL COMPO 12. COMMERCIAL APPLICATIONS - IBC CHAPTER 16. 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. WISE NOTED I.C.C. E.S. EVALUATION DRAWN BY: KK. TOM CAMBELL & ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 208 30 psf DURALUM PRODUCTS, INC. SHEET ER- SCALE: NONE ALTA LOMA, CA (957) 741-2107 GENERAL NOTES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 1(916)452-7021 1 OF 29�oe no.. VIS BY:K.K. & D. P. 90,1008110 MPH FAX 403.1519 salesQduralum.00m c107a674 AFTER. SEE 'TABLE FOwSizE . .fir` . ...... PEN LATT'!.Q-E TYPESAND SPACING MAX. PROJ.. Olko NOTE: THIS OPEN LATTCE-TYPE STRUCTURE MAX. PROJI. MAY NOT BE E SEE SCHEDULE MAX. O.H. SEE SCHEDULE ENCLOSED OR COVERED. 25% OF SPAN O.H RAFTER SEE TABLE. FOR SIZE AND SPACING 91- 0- -s q F SEE'SCHEDULE.- E T SEE CH DOLE O: LE GTH OF STRUCTURE VARIES 18, OST WITH SIDE. OAF PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES SLAB ATTACHMENT POST WITH SIDE. PLATES SEE NOTE:.F-ACH COMPONENT, IS INTER- MAYBEUSEO WHERE . TAIL , CHANGEABLE WIT"NY-OTHER a SPEEtR'S'CMTEDU."L. E CO,M.PONTENT UNLESS,01�t§WISE-SHOWN. 3 112' SLAB ATTACHMENT N TE : EACH COMPONENT INTERQS MAY BE USED WHERE FOOTING WHERE REQUIRED.. "CHANGEABLE WITH OTHER, - SEE SCHED. FOR FOOTING 11 CUBE I�nFML,. : * PERMITTED. OPEN LATTICE -TYPE PATIO COVER ;-, ONTENT.U.NLESS OTHERWISE SHOWN. SEE SCHEDULE NOTE: THIS OPEN LATTICE -TYPE. LIC FES r FOOTING WHERE REQUIRED. SCALE: NTS, MAY&QTBE EkCLOSED 0 SEE SqH§p. FOR FOOTING CUBE SIZE H�.'ED--SINGL�-,E--SP�AN'L�-A-�lW�lC��E,�S�T�.U-I,�:1 ATTACHED NULTISPAU LATTICE STRUCTURE 'T_y-..P_E,"E',rATTAc. -X NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE ENCLOSED OR COVERED. a - T RAFTER, SEE TABLE MAX: PROJ. N MAX.XPRCU. FOR SIZESEE NOTE: THIS OPEN LATTICE SEE SCHEDULE AND SPACING • MAY �NOT BE ENCLOSER I _;Lu RAFTER 25 ,MAX.,O , .H.:. er 25%OF S MAX: 5%0 SEI ru q HEIGHT ....... .... LENGTH OF STRUCTURE VARIES �yAtTIOW LC.C.'E:S:�EVA� K. -ASSOCIATE LIVE _LOAD= SYSTEM 0,8 SETT dATE:)'0f2&2667 'POSTCROS ECTIO OSTCR0S SEE POST DETAI LENGTH OF STRUCTURE VARIES OPEN LATTICE 10. 20 & 30 pst DURALLW'P�RdDb $pAC ER. 04-!,510,al B ju tuncom _ ra . ,. - s SCALE: NONE"' ALTA'LOMA.CA' (951) 741-2107 STRUCTURES POST CR SS 8209 ALPINEAVE..-�� -SECTION. SEE POST DET L NOTE: EACH COMPONENT IS INTER- p 3 ir-rSLAB- MAY BE USED SLAB CHANGEABLE WITH ANY OTHER TO CONSTRAIN MAY BE USED CdiIvIPONTENT UNLESS OTHERWISE SHOWN. FOOTING, SEE SCHEDULE p NOTE: EACH COMPONENT IS INTERQrr - TO CONSTRAIN OPEN LATTICE -TYPE PATIO COVER CHANGLE WiTHIANY OTHER SffFOOTING. W 'SHOWN. SEE SCHEDULE FOOTING WHERE REQUIRED coMP6NT THET4B ENT UNLESS ORWISE FOOTING WHERE REQUIRED NP SCHED. FOR FOOTING CUBE SIZE SEE SCHED. FOR FOOTING CUBE SIZE ,4SC!A'LE: TYPE -:"G'' TANDINQ is,,NOL PANL A1T E�T 7� XEF EE5TAN0 N Am �T1SP' '. _7 c STR. TU E 'AS,MFG. BY: SHEET CTS, INC. 3 OF 29 CRAIENTO, CA 05826 JOB NO ar01-0BIA �yAtTIOW LC.C.'E:S:�EVA� K. -ASSOCIATE LIVE _LOAD= SYSTEM REPORT' UMBER dATE:)'0f2&2667 �COMMERCIAL AND -RESIDENTIAL STRUCTL JROAL ENGINEERING OPEN LATTICE 10. 20 & 30 pst DURALLW'P�RdDb ER. 04-!,510,al B ju tuncom _ ra . ,. - s SCALE: NONE"' ALTA'LOMA.CA' (951) 741-2107 STRUCTURES MORIZ. WIND 8209 ALPINEAVE..-�� . 0 04-!,510,al B ju tuncom _ ra . ,. - s . SOLID PANEL TYPES ATTACHMENT CHANNEL LENGTN ` ATTACHMENT CHANNEL ' ALUMINUM SEE DETAIL AND.S OF S 7-& Lt NO771SUCTURE ALUMINUM SEE DETAIL'S. SHT. 7 A S 'f FST&UC7�j LL 07 -BE NE ROOF PANEL VAR/ES SS ROOF PANEL MIN.O.5"SLOPEPE FT. p V, SEE SCHEDULE N 7-N, SEE SCHEDULE N ED SED OF SPAN OFSPAN SEE DETAIL FOR SPLICE Co SEE DETAIL FOR SPLICE p OPTIONAL: CANTILEVER B FOR La 7 OS7- 3 C OPTIONAL: CANTILEVER BEAM SEE SCHEDULE FOR SEE SCHEDULE POST SPACING m 1 1/2" SQ. SCROLL POSTS scn,y - G SO - SPACING 03 Co 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE 25 F 22 in N 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE 'ALTERNATE:' or. �_,! SPAN PERMITTED, SEE SCHEDULE H,6LTERNATE S!NGLE POST SEE SCHEDULE PERMITTED. SEE SCHEDULE -(EDULE 22 19QTE.uNO SPLICE AT THIS NOTE: NO SPLICE AT THIS P ST AND AT END BAY FOOTING WHERE REQUIRED J POST. AND�ATEND BAYS. r CITING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE C HED I ULE FOR FO CITING CUBE SIZE NOTE: EACH COM PONENT IS.1 �_7 NOTE: EACH COMPONENT IS INTER ' CHANGEABLE.,4N- ANY9THER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OT E COMPONTENT. UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED, SINGLE SPAN W /C I -F "B" ATT.. GHE.&MULTISPAN WMANTILEVER OPTION LEN LE �!E vqR UC rij EVA SEE SCHEDULE SEE SCHEDULE ENCLOS SPAN .Oxj�14OTTO EXCEED 25,A OF QFSPAN SEE DETAIL FOR SPLICE SEE DETAJIL FOR SPLICE LEVER BEAM SO. POSTS, SIZE VARIES Ut E SCHEDULE FOR POST, SQ. POSTS. SIZE VAR ES G SEES(JHEDULE FOR P ST SPACING ALTERNATE: % .MAY BE USED MAY BE USED ALTERNATE::,i�� TO CONSTRAIN FOC SINGLE POST SEE SCHEDULE NOTE IND SPLICE AT THIS TO CONSTH"" IN FOOTING: SEE SEE tCHEDuLE SCHEDULE - SCHEDUL S 0 LICE A THIS FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER `112 x 9" STEEL ROD NOTE: EACKCOMRONENT IS,INTER- 1/2 x 9". STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT. UNLESS OTHERWISE SHOWN. S OCIATE9` `INC. V1065Xb Ll SOLID PANiL REPORT NUMBER DATE: i0/23r2007 COMMiRC*IAUAND RESIDENT'IAL STRUCTURAL io, ENGINEERING ER- SCALE: NONE STRUCTURES Ho p2i6 90, - � uompowrewrUNLESS OTHERWISE SHOWN PkODUCTS.ANC._- 9T' AVE�' SACRAMENTO,,CA 95825 12 OF 29 RAFTER' SPANS- "FOR OPEN LATTICE COMMERICAL & PATIOS 90/1.001110 M PH EXPOSURE B & C 6 5- ALUM;�ACLOY`300��H36 2" R-EOUAL 3" -6,5" 3.0P 80 SEE NOTE BELOW MAX 2" Z.--, 6 5' ALUM. ALLOY 3DD4-H�6 4" ALUM. ALLOY 3004-H38 .042" 02 W24" OR EQUAL OR EQUAL :032- 042" .03)2- SEE NOTE BELOW � 'li2"-RAFTER-1 �5 C,* — 0) �5 xq DBL7�x.61/2-RAFTER-1 3 x 8" RAFTER CCU' lr--90-MPH-- 100FWPH�. 110.MPH L.L.= 99 -0 -MPH --i 100MPH:_ il0.MPH 90 MPH 100 MPH 110 MPH r PEB N . .1 ., -g: EX.P.C; (PSF) IN.) C" c -EXRC EXP.--I3�fE;KP:C (PSF) (11 EXP�C, -EXp: 0 Xp :EXP' B EXP. B EXP.0 EXP. B EXP.0 0 EXP. BJ�EXP.0 .EXP: B -0 75FP7.�,B -,EXP.tf 0 _Xp. BI EXp.0 16" 14'-4" 44' IT -O" .11'-8- 11-4" w, 20'-3" 1 _18-4F 44' 16--g- W-11" 16-01. 16" 28-4-1 25'-7" 25'.7" 22'-6" 25-4- 21'-2" ]�9,24 10. , 'O� 1 .042 24 24" 11-4- =1r _T -4" '-'S' '-6" jti5� '-0" '-6" '-5!' '-V 23-4- 20'.10" 20'-10" 18--g" 20'-6" 18'-2" lo' -T' 91-6- 10 9 (;:12> 24" 16 15 14 13 10 16" IT -l" 17'4" 17'-4- 16-13" 17'-1" 15-4" 16" 27'-U' 24'-G' 24'-6" 27-0" 24'-2" 21-4" 1#0 .032 - F032,- 24" IF -6" 14'-Z' 14'-7� 12'-8" 13' -ll' 17-Y 24" 22'-y' 20'-0" 20'-U' .18-4- W-8% 17-4" .042 16" 26-4" 23--1 U' 2T-10", .21'-6" 23'-0" 20--1 U' .024 16' . ' .-15'-Z' 15'-2" 15'-2" 15'-Z' 15'-Z' 15'-Z' 042 16" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 24" 21'-6" 19'-61' lg,-6!,, - 17'-6' 'j8; 9-, 20 __27T 17-4- 12-4" 12-4" 174" 174" 12'4" 20 24" 17-4- 17-4- 17-4- 17'.2" 1T-2" 17'4" 16" 10-4- 10'-8" 10-4- 10-4. 10-4- .10-4- .032 16" 20'-Z' 20'-Z' 20'4* 20'-Z'. 20'-2" 20'-2" 024 24" 8'-9" 8'-9" 8-79- 8'�9' 8'-g" 8'-9" W-15" W-15" 16'-6" 16'-6" - 4' 16'-6" 16 .14'-3!,.' 14'-3" 14-4- 14*' -3" 14-4- 6" 17-5" 12'-5" 17-6' 17-5" 12'-5" IZ-S' 16" 17'-3" IT -21" IT -Y IT -Y IT -31" 17'4' 20 .032 .024 I 1 1 V-8" 1 V-191" 1 l'-&' ll' -8" 1 l'-8" 24" 1 0'-Z' 1 U-7 10'-2" 10'-2" 10'-Z' 10-4- 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 24 30 30 16" 19'-8" "19-4- 19-4- 4_4' 19'-8- i19 '-8" 16" 16-7" 16'-r' 16'-T' 16'-T' 16'-T' 16'-T' 042 — .032 24" 1671" 16-l" 16'-V 16--l" W -l". .16--l" 13'-V' 1.3'-6" 13'-G" .1 T-15" 13'_'6" 11 _6" .24 16" 8'- 1 IY' 8'- 10" 8'-I(Y' 8'- 10" �8'�`[D". V-10" _NbfE_7 - 1 1 1, � " MAX.,SP,��CING .024 ENGINEER'S -'.SINGLE,RA WN'DOLIBLE-RAFTERS WITH 3 24" T -Z' T-2" T-7 T-7 T-7 7'-Z' (B WEENMAY-BELISED�AT32"Ot7- SIN(�L`E'RA S` NS'�,AIRENbTEX.CEEDED. 30 03� 24" 9,-r- 9.- P. 9'.7" 9'-7" 9'-T� 9'-7" 16" 13'-6" 13'-6" 13'-6" 13'-6" '13'-6" 13'-G' PROJECTI SPAN .042 No. 79 O.H. 24" 13'-T* IT -21" 13'-a- 11'4' 13-4- Exp.' . R -9 TRIBUTARY WIDTH TA� BLE -CLEAR SPAN (FT.) O.H. 1 6 1 7 8 1 9 10 11 12 13 14 15 16 17 18 19 Ai(c#' h 0 1 3 1 4 4 1 5 5 6 6 7 7 8 8 9 9 10 10 `2� TRIBUTARY TRIBUTARY= 1 4 1 5 5 1 6 6 7 7 8 8 9 9 10 10 11 11 11 A/ Ij VADTH 112 SPAN * 0,H, 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 12 TAM 10 10 11 11 13 3. 7 7 8 8 1 9 1 9 1 1 1 12 1 12 1 13 13 NOTE: TRIBUTARY ON MULTIPLE SPANS IS 4' — 9 9 10 10 11 1 11 1 12 12 13 13 14 14 14 EQUAL TO CENTER SPAN TO CENTER SPAN _L.. - 1 13 13 14 14 15 15 5' 11 1-1 12 12 15 VA I.C.C. E.S. E -LUA+16N 6y kic DRA41 : LIVEILOAD JP,�TIO COVER SYSTEM AS MFG. BY: 1. 1. SHEET REPORT NUMBER DATE: 10/23nOO7 COWARCIAL AND RESI'DENT1,41 STRUCTURAL ENGINEERING 10. '0 IW30 's' DURALUM PRODUCTS, INC. 6 OF 29 I I ER- A SCALE: NONE .,,.REV!SF-D,BY:.K-K ALTA LOMA. CA (951) 741-2107 RAFTER SPANS HORIZ . NO= 8269 ALPINE AVE.. SACRAMENTO, CA 95826 JOB NO OF07-WT4 &D.P. 90., jqq � 110 M H T _0?j, fM,41Q�-,1519 seles@duralum.com PANEL FASTENERS T 24" 24" TRI-"V'PAN L.L,= PSF 90- MPH 100- MPH 110- MPH 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. - . - - 1 30 1 #12 S.M.S. 1 #12 S.M.S. 1 #12 S.M.S. 12" X 3 1/2" VV IjA,NtL L.L.= PSF 90- MPH 100- MPH 10 #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. 30 #12 S.M.S. #12 S.M.S. NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER 90[4,001-11:0 MPH 750" 1— __4 .240" .075" .'"0., EXPOSURE-. &C R9.250 OPTIXO� PRODUCTS ACRYLIC PER I.C.C. E.R. 5411 OR EQUAL SKYLIGHT DETAIL SCHEDULE OF ALLOWABLE- SPANSfOlRi&� V 8" x 2 1/2" FLAT PANEL -ADJACENT -TOI-bi�-�.Ll-(jHT-;PA"NELS� - 6 PANEL SPANS /. 8", PANEL SPANS t=.020" t-�zG24!' t=.032!'.'. t=:040" 10 10"2" 12'-9" 13'-4" 14'-7" 20 81-10" 10'-3'* 111-4" 12'-3" I - I M No. W9 81j,'; rn 7' -4 91-10" 10'-8" W. 30 8. .:-CIVIV. USE A MAX. OF (1) SKYLIGHT PANEL PER (3) 8" ROOF PANELS Ot I -AI 110 -MPH #10 S.M.S. #Ij S.M.S. L. L. PSF 90- MPH 10 #10.S.M.S. #12 S.M.S.' 20 #10 S.M.S. A-00" 18,00" .30 r- 912 S.M.S. 6" 8"x2 1/2" FLAT PAN W/(2) -VS .265" N I.C.C. E.S. EVALUATION 12 21B 10D.- MPH E OAD 110- MPH #10 S.M.S. REPORT NUMBER #10 S.M.S. #10 S.M.S. EL FASTENERS #12 S.M.S. #12 S.M.S. s SHEET SOF 29 #12 S.M.S. N I.C.C. E.S. EVALUATION 'bAAWwBY: k.k. E OAD PA_r:II?,fq , gp__§YSTEMAS-MFG.'BY: REPORT NUMBER DATE: lOf23/2007 SCALE: NONE O'MMERCIAL AND RESIDENTIAL STRUICTLIRAL I C ENG NEE7111.G EL FASTENERS I 7 60R, ALUM PRODUCTS -INC. - s SHEET SOF 29 ER- ALTA LOMA. CA (951) 741 -2107 PAN HORI Z_ WIND �F69 ALf'�'NE AV'E.;.-SACRAMENTO, CA,95826 REVISED BY: KX & D.P. 9p,y00'8 110 MPH (91p),452 1:11 . ..Qqura .cam -7.021-,.FAX-40 519saiiii lu. JOB NO, GFO?�WU HANGER CHANNELS --AND M.- UANTING-BRACKETS 1 WALL FASTENERS ALUM. 3004-H36 .06 .1 - I I SEE TABLE I I I #10 SMS @ PANEL LOCKS OR #8 SMS AT EA. CONTACT (DWALL FASTENERS rl.7 J5" @ ROLLFORMED HANGER R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. ALUM. PANEL 2x OR 3x ALUM. RAFTER ��j FASCIA BOARD ALLOWABLE PROJ. .01 o C:l .563' cli Ili - (q .281" m ALUM.ALLOY 6063-T6 Oraw B EXTRUDED HANGER CHANNEL EXIST. EAVES, RAFTER EXISTING EAVE CONNECTION r O2 .25"R _J CONTINUOUS A- RAIL �ROOF PANEL WHERE OCCURS) ALUM.ALLOY 6063=76.ALUM.ALLOY #10 SMS EA CONTACT x w 60048L WALL CONNECTION O I.R. HANGER C 2.740" T=.060!' - WALL FASTENERS SEE TABLE EXIST. RAFTER HANqFR-.,/.RA �R' .J�J�;TENER TO FASCIA, WALL (S U _MASONRY; OR CONC.) WIND AT 2x FASCIA DESIGN W/ SIMPS4N.A35 D AT WOOD STUD 16"O.C. SPACING AT MASONRY. OR CONCRETE LL=ld LL=iO LL40 LL"_30 LL=10 LL=20 LL:F49 LL=10' LL=20 LL=30 70 A C C E H H i i K go B C C E H H i i K. 110 D C C G H H i i K 24" O.C. 2'-0" 17* -5" 91-1" 5* -6" 2"x B" FULL DESCRIPTION OF�LAG.'-SCREW' (SEE",NOTE BELOV4),. 2'-0" 23'-1" LUO zz w< LU w <N(L. LLW: -1/2 A=1/41'xl.' .121!"O.C. B=3/8�0xl 1/2'!@16- O.C. C=3/8"0X1 ld'(4ii2- O.C. D=7/1 Wbx i 1 &Vji, O.C. t= -318� al66•O.C. F=7/1 b!'M2 1/2"@l6" O.C. G=7/16'0x2 112-@12" O.C. H=3/8"0x2'1*/2 @.12- O.C. J=li4"oxl -C K=114'0x1 A.B. EXIST. RAFTER P ALLOWABLE. DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG LL=ld Ci_=26-' LL -'30 2" x 4" OR 1'6.. O.C., 10. 20'& rapsf 141L5.1 7%r, 4'-5"FULL 2'-0" 8'45" 4'-4" 24" 2" x 4"24" FULL OR .. OC l'-6" 8"2" :4'-3" 2�V l 2'-0" 3'-9" "x6"FULL OR 2"x8"NOTCHED 24" O.C. 2'-0" 17* -5" 91-1" 5* -6" 2"x B" FULL 24" O.C. 2'-0" 23'-1" 22'-1" IT -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. 2420x3* WD. SCREWS L.L.=20 & 30 PSF 2414X2 3/4' WD. SCREWS ALL OTHER DESIGNLOADS, APPROVED 3" OR 4- INSUL. ROOF PANEL �I- O O �O CD ,#10 SMS T&B t--, A�( 12" O.C. NO. 7948 Exp. SIDEz0 21a o EA. SIDE 81, 0 STEEL 0 1/4"0 HOLES,TYP. 0 NOTE: PROVIDE WATER 8 0 TPROTECTION, METAL FLASHING 0 CAUEK JOINTS AND SLOPE 0 TO DP -41N TYPICAL BRACKET AT EVERY 2x MAX. DIST. TO FIRST POST COVER SUPPORT BEAM -OR WALL EAVE LENGTH 12'-0' MAX. ;'6 OR 2XII LEDGER ER RAFTER -. "10xi 3 0 .V� #-ib.3 irr W.S. )-#10xl 3/4" C PATIO COVERT NOTEI PLACE 'SIKA FLEX- OR SIMILAR 4 MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL 0 BRACKET CONNECTION NOTE:SRACKET MAY BE MOUNTED BELOW RAFTER -W/ QAMr rnKlMCrTlnkl'C I I.C.C. E.S. EVALUATION �; " P ;ASSOCIATES; INC. 5"MIN OR 8" RAFTER _11/4" OR 1 112" 2420x3* WD. SCREWS L.L.=20 & 30 PSF 2414X2 3/4' WD. SCREWS ALL OTHER DESIGNLOADS, APPROVED 3" OR 4- INSUL. ROOF PANEL �I- O O �O CD ,#10 SMS T&B t--, A�( 12" O.C. NO. 7948 Exp. SIDEz0 21a o EA. SIDE 81, 0 STEEL 0 1/4"0 HOLES,TYP. 0 NOTE: PROVIDE WATER 8 0 TPROTECTION, METAL FLASHING 0 CAUEK JOINTS AND SLOPE 0 TO DP -41N TYPICAL BRACKET AT EVERY 2x MAX. DIST. TO FIRST POST COVER SUPPORT BEAM -OR WALL EAVE LENGTH 12'-0' MAX. ;'6 OR 2XII LEDGER ER RAFTER -. "10xi 3 0 .V� #-ib.3 irr W.S. )-#10xl 3/4" C PATIO COVERT NOTEI PLACE 'SIKA FLEX- OR SIMILAR 4 MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL 0 BRACKET CONNECTION NOTE:SRACKET MAY BE MOUNTED BELOW RAFTER -W/ QAMr rnKlMCrTlnkl'C I I.C.C. E.S. EVALUATION �; " - -BY: K.K. 'DRAVM ;ASSOCIATES; INC. A, I0'lCQVER-.SYSTEM -AS MFG.'BY: P.0 REPORT NUMBER I DATE: 10123r2007 COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL �WAND BRACKET 10. 20'& rapsf UM'PRODUCTS, It 'C SHEET ER- SCALE: NONE REVISED BY: KX & D.P. ALTA LOMA, CA (S51) 741-2107 ATTACHMENTS HORIZ. WIND:� 110,MPH. USSALPINE AVE.. SACRAMEN�O. CA 95826 7 OF 29 JOB NO. GFO?•W74 •_403 FAX -,1519,.sa!es@duraIum.coT COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS =3 2 3.00" SQ. 3.00" SO. 3.00IISQ. !93 #10 MS G =3'A.xt=.188" 02 2 4 @24" " C. FA SIDE H =3"SQ.xt- 250" ' a 6.5"O 1J =4"SQ.Xt-=.188' 3" .075" EO 3A. 14'R .040".ALUM. K =5"SQ.xt-.188 P. .048"STEEN .024" 3.0"A.0"OR 5.0" L 1, _ 4_j " B 5/8" PLASTIC PLUG .28 O O 3" SQ. ALUM. POST tUZ) I O s. a f1LU1 t, -u :; MAG. POST SQUARE WIT H.tS I D��-.-Tl CA�Tt S, 3" SQ. ALUM POST STEEL POST E ALUM. ALLOY 3004-H36 -ALUM. ALLOY004-H36- R--SW-i'STE � 'i ASTM A653 SS GRADE 40 AbJM:A653'-.b3--(GiR -E,40' ALUM: ALLOY 6663-T6 FE ALUM..ALLOY' -fO -OR 2.0" 6063-T5,--- �1.375" q 7/16"OHOLE .56" 2FLANGES O 00 2 1/8" APART 0 ASTM A653 SS GRADE 40 STEEL 1.125" 2.5" No. 79 8 75" .75" BASE FLARES P .157, TO 3"WIDE EA. 'c L I 1.5 .60'. TYP-j== SIDE OF FLANGES USE' 0 FOR X-ILMt T INSTALL WASH. P .0901, TYP. N 5.50" T T 1-7/16"0 HOLE of ry� 1%"x 5/16"x 5�- WHEN USING I T A & 2-3/8" HOLES IN 110 MPH Wi4b`All V HOLES—'/ _E _ 1. q 2- 5/16 TYP. EA. SIDE .070 BRACKET FOR 3" POSTS ALUM IT' BRACKET ----) STEEL 'IT" BRACKET (57 -E T=.060" TYP. 3)-3/8" LAG SCREWS OR 21/8. J/r 6" I LA G SCREWS '- 2 k? -LAG, "r BRACKET MLL) is� 11-1-7/8"'E2 @ T'SQ. POST W1 (2)-#12 SMS EA. 3" SO. ALUM POST SIDE OF POST OR 1/4" M.B. THROUGH 6" POST 9 -on =9 pmq X Z7 GA PL. 18") 3" w 11/16 0 ROD 3/16" 1I6' 2 1040 STL. AUGER PARTS PAINTED 20" "RUST-O-LEUM* OR EQUAL 20" YSQ.POST BRACKET: J 2 112"x 2 IQ" 3" 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 GA, -f 6063-T5 3" x 8" ALUM. RAFT. BRACKET ASTM A-36 HELIX 3/16"' 9"x16'W GA. 3" x 8" ALUM. HEADER\ NO �- STEEL PLATE SINGLE PASS WELDED TE: A-1.1 -36 MAY BE USED WITH AUGER PARTS PAINTED "H" BRACKET AUGER ANCHOR 3"SO. ALUM. POST "RUST-0-LEUM" OR EQUAL RAFTER BRACKET ONLY. OR HOT DIPPED GALVANIZED NOTE: OR ELECTROPLATED STEEL FOOTINGS AND AUGER ANCHOR TO BE USED FOR 10 L.L. ATTAp0gD;S:rRQQTURE ONLY. SINGLE PASS WELDED STEEL FOOTING I.C.C. E.S. EVALUATION DRAWN BY: KK ' ' WELL & ASSOCIATES, INC. TOM CA LIVE LOA �61ATIAI_CqVER SYSTEM -AS MFG. BY: SHEET REPORT NUMBER DATE: 10123=7 I COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN/ 10. 20 & 30,6p., UR U 1 IM PRODUCTS, INC, 8 OF 29 ER-. SCALE: NONE ALTA LOMA, CA (951) 741-2107 POST TYPES HORIZ. Wt 8269 ALPINE AVE., SACRAMENTO, CA 95826 JOB NO GF07-GS74 016)452=7021. FAX 403..1519 sefes(oouralum.cam T'SQ POS - @ 3"SQ. POST W1 (2)-#12 SMS EA. 3 -SQ. POST ;kLUM.-rBRACKET: USE(2}1/4"0 x 3.3/4'HILTI SIDE OF POST OR KWIK BOLTS OR EQUAL 1/2 DEPTH OF 1/4" M.B. THROUGH POST SEE NOTES BELOW STEEL.-MRACKEI FOOTING OR USE (2yX8-WHILT1 KWIK 12' MIN; EMBID. (2)-114"0 HILT( "KWIK"' BOLTS OR EQUAL BOLTS, OR EQ H EQUAL, AL - EAIC BRACKET TO,' AS ('.p � ('PER 0 ]CC E.R.4627, E M BEEDE 11102 '1 - MIN., & A 2 1/2 P VIED 4LL FOR 325# PULL tuo.O� A DE �TH 03 U, 'elm SLAB SHALL BE.IN POURED CONCRETE 7— GOOD CONDITION FOOTING SEE NOTE 3 1/2" MIN. sffF6(5TLN X9" LONG, 1 SQUARE SCHEDULE QUAR&--J FROM END /—t�SEE FTGS. OF POST SCHEID. SqUARE. POST- EMBED. rEXISTING-SM Y SQ. POSTS TO CONC. FOOTING NT.GFOOTING--.` ATTACHED ATTACHED ONLY ...NOTES: ALTERNATE FTG. FOOTING & ANCfl*bWBOLT5 1. DO NOT USE ALUM. -r BRACKET WTH 3A8 SM. CUBE SIZE SQ. 18" DEEP CUBE FTG. FOOTING SIZE SINGLE -POSTS EMBED. WIINSERT, MAG: BEAM. 4- OR 181, 18" SQ. 12" BOLTS. 7- I -SEAMS. 20" 21" SO. 12" 23" & 24' CUBE (2)-1/2-0 PULL4UT= 3 112' 2.POSTTYPEEm 625# -MAX. EACH INSTALL.WASHER_PLATE, 2"X 22" 25" SO. 16" 25* 30* CUBE (4)-12"0,PUU_.OUTi= 3'12' 24" 28" SO, 20" 625kMAX. EACH 8_ RACKET.;.'.. 26" 32" SO 31" 34" CUBE (4)-5/8'.'0 PULL-OUT= 4' 23" 885# MAX EACH 3. POST TYPE IF 28" 35" SQ. 26' .,DO-NOT.LJSE..sTEEL -r — 35' - 39* CUBE (4),V4"0. PULL.OUT= 8* BRACKET.W.-.7"' ?=BEAM 30" 391, SQ. 28" — 1 1375# MAX. EACH 32" 43" SQ. 30" 40"- 42" CUBE (4)-1"0 PULL-OUT= 6' 18354MAX. EACH FES 34" 47" SQ. 32" . . .."? NOTES: BOLTS SHALL BE HILT] SS..KWIKBOLT-11 36" 51" SO. 34" OR EQUAL. NO SPECIAL INSPECT40N REQUIRED PER 38" 55" SQ. 37" I.C.C. EVALUATION SERVICE INC.. ER #4627 40" 60" SQ. 39" 42" 64" SQ. 41" No, 7 48 44" 69" SQ. 43" Exp 3 7C 7C CUBE FOOTING W/ 3 112" SLAB III. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED N11208 OLTS ALL OTHER CONDITIONS 16" INSERT X.188, ASTM A36 STEEL 3/16" PTM A36 STE 3" SO. POST (STL.) OR FLUTED OR 4- SO. POST (STL.) INSERT PL.1/2"rHK. 1 1/2" 7" 1112" 11/7' q.. I Itz' 2'. 14" 2" WELDED STEEL BASE PLATE ISO SHT. B, C. F. G 8, C, D. F. G, & H irsaxia, I B. C. D, F. G. & H FREESTANDING BASE" PLATE ANCH0R BASE PLATE ANCHOR BOLTS (SIZE & TYPE) (4)- 314*0 x 8! EMBEDMENT 10"xlO*x 1/2" HILTI SS KWIK BOLT -11 PER I.C.C. E.S. #4627. PULL-OUT VALUE=1875# EA. 12"xl2'x 1/2" (4)- 11"0 x 9" EMBEDMENT HILTI SS KWIK BOLT -11 PER I.C.C. E.S. #4627, PULL-OUT VALUE=1995# EA. 18"x 18"x 1/2" (4)- 1"0 x 6" EMBEDMENT HILTI SS KWIK BOLT -11 PER I.C.C. E.S. #4627, PULL-OUT VALUE= 3740# EA. I.C.C. E.S. EVALUATION Tom L&6 f E COLUMN / POST TYPES &,. _5 . Rs.FAGE MOUNT AND EMBEDMENTDETAILS "r BR KET 10. 20 . m p. U Ub�AL M -PRODUCTS, . - , INC. 1(�ig).452-702 ALUN1,-i'9pkr_Ku uiiE WITH POST TYPE B.C,D, OR E. STEEL.-rBRACKET USE WITH POST TYPE 8 C D F G H J OR K STEEL POST ONLY: USE POST TYPE F. G. H. J OR K -A— -[qVFT (3)_5/8-080LTS FOR POST TYPE i R I L T'SQ POS - @ 3"SQ. POST W1 (2)-#12 SMS EA. 3 -SQ. POST ;kLUM.-rBRACKET: USE(2}1/4"0 x 3.3/4'HILTI SIDE OF POST OR KWIK BOLTS OR EQUAL 1/2 DEPTH OF 1/4" M.B. THROUGH POST SEE NOTES BELOW STEEL.-MRACKEI FOOTING OR USE (2yX8-WHILT1 KWIK 12' MIN; EMBID. (2)-114"0 HILT( "KWIK"' BOLTS OR EQUAL BOLTS, OR EQ H EQUAL, AL - EAIC BRACKET TO,' AS ('.p � ('PER 0 ]CC E.R.4627, E M BEEDE 11102 '1 - MIN., & A 2 1/2 P VIED 4LL FOR 325# PULL tuo.O� A DE �TH 03 U, 'elm SLAB SHALL BE.IN POURED CONCRETE 7— GOOD CONDITION FOOTING SEE NOTE 3 1/2" MIN. sffF6(5TLN X9" LONG, 1 SQUARE SCHEDULE QUAR&--J FROM END /—t�SEE FTGS. OF POST SCHEID. SqUARE. POST- EMBED. rEXISTING-SM Y SQ. POSTS TO CONC. FOOTING NT.GFOOTING--.` ATTACHED ATTACHED ONLY ...NOTES: ALTERNATE FTG. FOOTING & ANCfl*bWBOLT5 1. DO NOT USE ALUM. -r BRACKET WTH 3A8 SM. CUBE SIZE SQ. 18" DEEP CUBE FTG. FOOTING SIZE SINGLE -POSTS EMBED. WIINSERT, MAG: BEAM. 4- OR 181, 18" SQ. 12" BOLTS. 7- I -SEAMS. 20" 21" SO. 12" 23" & 24' CUBE (2)-1/2-0 PULL4UT= 3 112' 2.POSTTYPEEm 625# -MAX. EACH INSTALL.WASHER_PLATE, 2"X 22" 25" SO. 16" 25* 30* CUBE (4)-12"0,PUU_.OUTi= 3'12' 24" 28" SO, 20" 625kMAX. EACH 8_ RACKET.;.'.. 26" 32" SO 31" 34" CUBE (4)-5/8'.'0 PULL-OUT= 4' 23" 885# MAX EACH 3. POST TYPE IF 28" 35" SQ. 26' .,DO-NOT.LJSE..sTEEL -r — 35' - 39* CUBE (4),V4"0. PULL.OUT= 8* BRACKET.W.-.7"' ?=BEAM 30" 391, SQ. 28" — 1 1375# MAX. EACH 32" 43" SQ. 30" 40"- 42" CUBE (4)-1"0 PULL-OUT= 6' 18354MAX. EACH FES 34" 47" SQ. 32" . . .."? NOTES: BOLTS SHALL BE HILT] SS..KWIKBOLT-11 36" 51" SO. 34" OR EQUAL. NO SPECIAL INSPECT40N REQUIRED PER 38" 55" SQ. 37" I.C.C. EVALUATION SERVICE INC.. ER #4627 40" 60" SQ. 39" 42" 64" SQ. 41" No, 7 48 44" 69" SQ. 43" Exp 3 7C 7C CUBE FOOTING W/ 3 112" SLAB III. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED N11208 OLTS ALL OTHER CONDITIONS 16" INSERT X.188, ASTM A36 STEEL 3/16" PTM A36 STE 3" SO. POST (STL.) OR FLUTED OR 4- SO. POST (STL.) INSERT PL.1/2"rHK. 1 1/2" 7" 1112" 11/7' q.. I Itz' 2'. 14" 2" WELDED STEEL BASE PLATE ISO SHT. B, C. F. G 8, C, D. F. G, & H irsaxia, I B. C. D, F. G. & H FREESTANDING BASE" PLATE ANCH0R BASE PLATE ANCHOR BOLTS (SIZE & TYPE) (4)- 314*0 x 8! EMBEDMENT 10"xlO*x 1/2" HILTI SS KWIK BOLT -11 PER I.C.C. E.S. #4627. PULL-OUT VALUE=1875# EA. 12"xl2'x 1/2" (4)- 11"0 x 9" EMBEDMENT HILTI SS KWIK BOLT -11 PER I.C.C. E.S. #4627, PULL-OUT VALUE=1995# EA. 18"x 18"x 1/2" (4)- 1"0 x 6" EMBEDMENT HILTI SS KWIK BOLT -11 PER I.C.C. E.S. #4627, PULL-OUT VALUE= 3740# EA. I.C.C. E.S. EVALUATION Tom L&6 f E '-WAS'MFG BY. PATIOCOVER,SYSTE REPORT NUMBER DATE: 10123/20D 7 1,.REVISEa__8Y:_K.,K..&,O.P. COMMERCIAL AND RESIDENTIAL STRUCTURAL. ENGINEERING COLUMN SURFACE .6.T 10. 20 . m p. U Ub�AL M -PRODUCTS, . - , INC. 1(�ig).452-702 SHEET ER- SCALE: NONE ALTA LOMA, CA (951) 741-2107 AND EMBEDMENT HORIZ. WIND a269.ALPINE AVE.. SACRAVIENTO. CA 95626 19 OF 29 10W pm� 1, F.�X�03-1519. sales@duralummm I HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP. LIVE LOAD r PATIO COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3.100" 2.00" 1 79 SPLICE MERE OCCURS SPLICE WHERE accuRs SPLICE WHERE occuas �ryySQ. - � cIr BEAM TYPES HORIZ. WIND = 6268 ALPINE AVE., SACRAMENTO, CA 95626 JOB NO. GF0I-0674 ul c67 „ 2.57" 4 6 4.6- 07s TYP .90 100 8 110 MPH (g18) 4$2 7021 FAX 403.1519 sales@durelum.com Toss TY14"P. 219" 2.04- 065- TTYP. -.�4 2.08" T z.04- TYP. 2.93" 4.0000 2.7 -ASTM A653 SS GRADE 40 .038" R.F. GUTTER FASCIA -ALUM. ALLOY 3004 -H366063 A ALUM. ALLOY -T6 O ALUM. ALLOY 6063-T6 O ALUM, ALLOY 6063-T6 O E 6.5" ROLLFORMED 4.5" GUTTER MAG. GUTTER MAG BEAM 3" SQ. STEEL BEAM 43.0" 3" FESS � �o6.s r MAX. 2� s= Q �.� " �� _T .042° WHERE 4" (~ O F OCCURS SPLICE WHERE `12 C _�� _ 8.0" _-.070' occuas L.- T s 032" T.P _ No. 7 8 NP. * Exp. q� C�ALUM. ALLOY H36 ALUM. ALLOY ALUM. ALLOY CC � ALUM. ALLOY 3004-H36 OR EQUAL UAI 6063•T6 C 6063-T6 OR EQUAL J 4" I -BEAM O 7" I -BEAM O 1 2 2$ D- DBL. 2 x 6.5 BEAM 3 x 8 BEAM O �.25" ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS I MAX. 3„4" 625"- j I 4" I BEAM _ 7"x 2 3/4" x 16 GA. STEEL C -BEAM .042" I 8" T=,4 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM .047 I —�- •675" ASTM A653 GRADE 50 I 625" ALUM. ALLOY 3004-H36 L '�, ALUM. ALLOY 36 Inn —� I A' OR EQUAL � ''�-�_ OR EQUAL -- � 2.875"'VI fOV 3 x 8 BEAM W1 STL. INSERT '' D`BL. 3 x 8 BEAM 3 x 8 BEAM -- STEELINSERT I.C.C. E.S. EVALUATION DRAWN BY: K.K. TOM CAMBELL 8 ASSOCIATES, INC. LIVE LOAD r PATIO COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psf DURALUM PRODUCTS, INC. 10 OF 29 ER- SCALE: NONE ALTA LOMA. CA (951) 741.2107 BEAM TYPES HORIZ. WIND = 6268 ALPINE AVE., SACRAMENTO, CA 95626 JOB NO. GF0I-0674 . REYISED BY: K.K. & D.P. .90 100 8 110 MPH (g18) 4$2 7021 FAX 403.1519 sales@durelum.com 1.50' 1 50; 28 3" 2., .28" 2„ 2" .018 � �i } P1 2"x3" LATTICE TUBE 1 1/2" SQ. OR / �#B x 2 "SMS, 2 1/2" COR 3 1/7', TYP. _ 1 1/2" OR 2" SQ. OR 7k3" LA- aQ 3-O.C. MIN. UP TO 7"O.C. RAFTER r- NO. T9 8 LATTICE TUBE TO RAFTER 1 1/2" (4) #8 x 3/4" TEK SCREWS BRACKET TO RAFTER cm 1(4) - #d''3/4" TEK SCREWS BRACKET TO BEAM "U'—BRACKET?RAFTER O M 18 I.C.C. E.S. EVALUATION SEAM TO POST CONNECTION -DETAILS OPTIONAL DECORATIVE FASCIA - LIVE LOAD= ( WOOD. ALUM. OR HARDBORD ) 3" x 8" x .042" BEAM, REPORT NUMBER DATE:. 10232007 3" SQ. STEEL OR MAG BEAM. \)-#10 S.M.S. EA. SIDE (4) -TOT. 10, 20 d 30 pst DURALUM PRODUCTS, INC. #10 S.M.S. TOP 8 BOTT. (2) -TOT. 2-#12 x 12" S.M.S. EACH SIDE OF 3" SO. POST (4 -TOTAL) SCALE: NONE #10 x 1/2" S.M.S. TOP ALTERNATE: 1/4'0 BOLT W1 WASHER HORIZ. WIND = & BOTT. (2) -TOT. 1 1/4" EA. SIDE OF 3- SO. POST ;REVISEDBY:' KK' 8 D.P.-��_ � 1.501 ROOF PANEL 4" 611 " + 1.10' ROLLFORMEO OR .75 j O I r 50" I -F : - (4)�k14.SgS@ EA. SIDE EXTRUDED GUTTER FASCIA ALUM. BRACKET X 3" SO. POST TOP & BOTT. TOT.=16 #10 S.M.S. ®12"O.C. 2.35' 2„ 1,. 6 1 /2"x7'x ' .024"RAFTER 2410 x 1/2" S.M.S. EACH SIDE OF 3- ' SO. POST (4 -TOTAL ALTERNATE' 1/4°0 BOLT W/ WASHER EA. SIDE OF 3" $O. POST RAFTER "TAIL" TO GUTTER 15 3" X 3" ALUM. OR STEEL POST 3:1=251 -FOR 3 x RAFTER 3.00- 3 -SO POST - OR .240' 14 GUTTER H - BRACKET TO POST 2.125' FO.. 2 x RAFT51R FASCIA MAG BEAM 3 -SO. POST 3'SQ. STL. BEAM 3 I ALUM ALLOY 3003-H24ALUM OY=3003-H24 1.50' 1 50; 28 3" 2., .28" 2„ 2" .018 � �i } P1 2"x3" LATTICE TUBE 1 1/2" SQ. OR / �#B x 2 "SMS, 2 1/2" COR 3 1/7', TYP. _ 1 1/2" OR 2" SQ. OR 7k3" LA- aQ 3-O.C. MIN. UP TO 7"O.C. RAFTER r- NO. T9 8 LATTICE TUBE TO RAFTER 1 1/2" (4) #8 x 3/4" TEK SCREWS BRACKET TO RAFTER cm 1(4) - #d''3/4" TEK SCREWS BRACKET TO BEAM "U'—BRACKET?RAFTER O M 18 I.C.C. E.S. EVALUATION ;DRAWN BY:KK - TOM CAMBELLBASSOCIATES, INC. - LIVE LOAD= PATIO -'GONER SYSTEM AS MFG. -BY: SHEET REPORT NUMBER DATE:. 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM O POST 10, 20 d 30 pst DURALUM PRODUCTS, INC. OF 29 ER- SCALE: NONE 4 ALTA LOMA, CA (951) 741.2107 ATTACHMENT2 - HORIZ. WIND = 8289 ALPINE AVEAVE.,ACRAMENTO. CA 95926 roe NO. cFmoBva ;REVISEDBY:' KK' 8 D.P.-��_ � 90, 100 8 110 MPH (916);452-70214 FAX 403.1519 sales®dpralum.eom SPLICE DETAILS (1 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT VALLEY, TYW. ~ #10 S.M.S. II #12 S.M.S. II is rot. TYP. THICKNESS =.035' (24 TOT TYP. THICKN IEISS =.035" === 6.38" II � II } II + + t+ + t + + tt ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED mE —=- NOTE: USE S.IMPLE SPLICE ONLY NOTE: FULL MOMENT; SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS I NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SPLICES - RO.LLFORMED.& EXTRUDED FASCIAS 1-BEAM.4UMALLOY 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 TO POST W/(2�1/2"0 TL. C -BEAM THRU-BOLTS ` 3' TOTAL- (8)-1/2"0 BOLTS ................... .:...... - ---._.......... .....__..._... ____.._........ _. SQ. POST Q�0 ESS/ 0 0 0 Q C BEAM TO POST CONN. SPLICE WHERE 4i, OCCURS —.070" TYP. U 0 Exp_ ALUM. ALLOY 1-16" v F� 6063-T6 4" 3' I -BEAM _O" I Z MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB). MAY OE USED SPLICE WH occur ALUM. ALLOY 6063-T6 7" I -BEAM MOMENT C -SPLICE #12 )I ROOF PANEL 4"x3" ALUM. "1" BM. OR(4)-1/4"0 M.B. BEAM 7X4" ALUM. "1" BM. //_ TO BRACKET 2- 3/8"0 M.B. THRU STL. 'T' BRACKET TO POST. POST. SEE SCHEDULE -�_ r ALTERNATE. BEAM TO POST CONN. I.C.C. E.S. EVALUATION DRnviri.eY K:ic. 7c1M CAMEO 8 ASSOCIATE 'INC.- -- uvEtoao= :PATIO COVER;SYSTEM AS:MEG: BY: REPORT NUMBER DATE: 1 0/2 312 00 7 - COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 10, 20 830 psf DURALUM;PRODUCTS, INC. SHEET ER- SCALE: NONE REVISED BY: K.K. 8 O.P. - ALTA LOMA, CA (951) 741-2107 SPLICE DETAILS HORIZ. WIND = 8289 ALPINE AVE.. SACRAMENTO, CA 95826 1 1 OF 29 -_ 90,100 5-110 MPH (916);452;7021'EAX.403.1519sales@duralum.com J95 NO. ccwaev. DOUBLE RAFTER CONNECTION DETAILS LATTICE BE -AM T.Q--:P08_T*kC0NNECTl0N E-70 l 112" OR 2"LATTICE #8 S.M.S. p_ i -C. _%OCGUR DIRECTLY OVER 5/840 PLASTIC ' ALTERNATE 1/2" *6 DOUBLE RAFTER- 'Po8t'lNOtPERMITTED PLUGlWHERE PLAN 2 @ 2 -POST -.UNITS SCREWIS INSIDE BOLT CONNECTIO @6 -SCREWS ALTERNATE 4-#14 S.M.S. PER'SIDE 4414 S.M.S. EACH A/ #14 SMS MAY RAFTER USE AS BE C CONNECT. (8 -TOT.) ALT 1/4"0 BOLTS RAFTER TO COL. 3.5 ALTERNATE TO 3.5" V. 8" BEAM I 0-T ----- -- 1 r- .5 .5 4.5" 01 6" E 1 l�) OR -Efl V 64114 SMS EA. T SIDEI 1 6.1/2" SIDEPLATE EA. I ST SCH ?-ID-"E PLA _,_ ot� 3"x YSTL.POST (24") o ALTERNATE: 46S F D. INSERT ATTACHED OR #1 EASIDE SIDE SEE POST SC, E (2)-2,-x,6.5" OR TOP, COLUMN ' MID HEIGHT Yx YSTL.POST CO (2)-3'x8"HEADER FOR.FREESTANDING (2)-1 . /2"BOLT AND BOTTOM. t3"SQ.-.POST BETWEEN T E PLATES BEAM TO POST CONNECTIOP. 2"x 5.5" SIDEPLATE wr POST�SC-KEDULE� DBL. RAFTER DBL. HEADER CONN.'- 21 -3"'SQ-x 61/2"-x,.024" 3" SQ. x .024" + (2)-2" x 6 1/2" x .032" -4,s,,M-S.,EA 72 W/ (6)414 S.M.S. EACH SIDE. -USE ON C _NC..ISLAB_ONL��_3 USE ON CONC. SLAB OR FOOTING.. EXIST. SHEATHING #8 S.M.S. EACH SIDE i r LATTICE 1 1/2" OR 2" 2^x6" LEDGER (EXIST.) Ln 3/8" LAG SCREW InvoF 2"x6.5" OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT ALTERNATE: 2 - #10 S.M.S: EACH RAFTER COLUMN CONNECTION (4 -TOTAL) ALTERNATE: ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER 3'x3W.024" 1/2" BOLT OR CONNECTOR (2)- #10 S.M.S. EACH RAFTER STUB COLUM N..'TO DOUBLE HEADER CO.NNg 9 u� m EXIST. 1" STUCCO OR EQUAL 5" PENE.INTO WOOD FRAMING EXIST. STUCCO / LEDGER ATTACHMENT DETAIL I.C.C. E.S. EVALUATION P-AT.1000.VER'S-.BY:---AS-MFG�BY: REPORT NUMBER DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 4—t. LATTICE 10 lo &,50 Psf 150RAILUM PRODUCTS, INC. SHEET ER- SCALE: NONE REVISED BY: K.K. & D.P. UALTA LOMA, CA (S5 1) 741-2107 C NNECTIONS HORIZ.WND. M . 9.ALPINE AVE.; SACRAMENTO: CA 95826 13 OF 29 pp. 8-140 MPH _ 1on;,qplklg sales@duralum.com. joa NGF07OU4 10# L.L. 90 MPH FREE. E -STANDING &/TTACHE=D�S0LIDPATIOS 12' OR'.LESS EXP B C NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING FOOTNOTE: "SAMPLE" \\ Y FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C No. 79 8 ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.C k I.C.C. E.S. EVALUATION o ^RI aY-=t(c TOtvl CAtv18ELL 8'ASSOCIACES; INC: soLip : uyELOAO= PATIO COVER SYSTEM AS'M H E REPORT NUMBER- DATE 10123!2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING °6i5"=ROLLFORM F`. `4" I BEAM 4.5" /MAG GUTTER MAG BEAM 3"SQ. STEEL BEAM A (95 ) 74 ALTA LOMA, C 1 1 10,REVISEDBY.KK&D:P_ qNDATTACHEp HORIZ. WIND- - 90,!1008 110 MP,H .e. .,s®duralum. F¢--� mp; ,.MAX.COL.. MAX.POST FREESTAND ATTACHED f MAX.POST FREESTAND- _ ATTACHED-'=- - MAX.POST FREESTAND - ATTACHED POST' fiA'-" FREESTAND` ... ATTACHED - 'MAX.POST FREESTAND ATTACHED ' " SPACING ;ON SLAB SPACING SPACING SPACING SPACING FTG MIN FTG MIN -SPACING POST' FTG. MIN. FTG- MIN. FTG , 'MIN. FTG 'MIM. FTG.. MIN. FTG MIN. FTG. MIN. FTG.MIN. t. POST, ��v POST; POST POST POST POST POST POSTPOST (IN.) TYPE; e(IN)- ,TYPE, _.:. (IN.): TYPE a (IN.- TYRE`s (IN) ` TYPE, CIN.) TYPE'- (IN.) TYPE (IN.) TYPE (INJ TYPE (IN.) TYPE 4' 1 T-0" 1 d'-6" 28 F. 22 B 19,x... 33 G 24 B: 15'-2" 28 F 22 B 1 a' -o 28 F 22 B 15'-2" 28 F 22 B 8'-10" 5' 13'-7" 13'-0" 28 F 23 B q 28:. G .:.:25 B 13'-6" 28 F 23 6. 13'-0" 28 F 23 B 14'-1" 28 F 23 B .18 _ 17'1 6' 11'-4" 11'-10" 26 F 23 B 16_,11 28 G 26 "..B 12'-4" 28 F 24 B 12'-3" 28 F 24 B 13--W 28 F 24 B 5 . T 9'-8`' :11'-0" 26 24 B 15^^5 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 X4-6 ;28. .G 27 10'-8" 26 G.-25 B 11'=1" 26 G 25 B 12'-0" 26 G. 26 B .B. 9' T-7" 9'-8" '26 G 25 28- G B 10'-1" 26 G 25 B 26 G 26 B 11'-7" 26 G 27 B 2.19 J28- .10'-5" 10' 6'-9" 9'-2" 26 G 25 B 12 12-� 28 G; `28-- 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 12 3 ;. 28'F, 2_9 B 9'-2" 1 26 G 26 B" 9'-5"26 G 27 B 10'-10" 2 6 G 28 B NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING FOOTNOTE: "SAMPLE" \\ Y FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C No. 79 8 ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.C k I.C.C. E.S. EVALUATION o ^RI aY-=t(c TOtvl CAtv18ELL 8'ASSOCIACES; INC: soLip : uyELOAO= PATIO COVER SYSTEM AS'M H E REPORT NUMBER- DATE 10123!2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TAll FREESTANDING 10, 20 a 30 psf DURALUM PRODUCTS, INC. F 29 SCALE NONE A (95 ) 74 ALTA LOMA, C 1 1 10,REVISEDBY.KK&D:P_ qNDATTACHEp HORIZ. WIND- - 90,!1008 110 MP,H 8209 ALPINE AVE SACRAMENTO,CA95820ER- .0Pmds7a .,s®duralum. ��■�■ opo ��v rg NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING FOOTNOTE: "SAMPLE" \\ Y FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C No. 79 8 ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.C k I.C.C. E.S. EVALUATION o ^RI aY-=t(c TOtvl CAtv18ELL 8'ASSOCIACES; INC: soLip : uyELOAO= PATIO COVER SYSTEM AS'M H E REPORT NUMBER- DATE 10123!2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TAll FREESTANDING 10, 20 a 30 psf DURALUM PRODUCTS, INC. F 29 SCALE NONE A (95 ) 74 ALTA LOMA, C 1 1 10,REVISEDBY.KK&D:P_ qNDATTACHEp HORIZ. WIND- - 90,!1008 110 MP,H 8209 ALPINE AVE SACRAMENTO,CA95820ER- .0Pmds7a .,s®duralum. 1TO# L.L. 90 MPH- FREESTAND &'ATTACF�ED°OPEN: LATT[GE. PATIOS 12' ORS, LESS EXP. B & C � 3" SQ. STEEL BEAM ` '� DBL:2;'x6 5"x 0.32 -BEAM „ r# 7-flc§.1Pz0 `pBL^'3'''x8"x.042';'BEAM " OR 3"x8?$EAM 3x8 "BEAMw/lNS'ERT MINIMUM NO. OF POST FREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POST FREESTAND -ATT. FREESTANO ATT. FOOTNOTE:MAX.POST SzPOSTSPACING SPACING MAX•POST Ln o SPACING FTG. MIN• FTG, SPACNG`FTG MIN. FTG: FOR OBL. FOR.3'x8" FTG. MIN• FTG. SPACING FTG. MIN• FTG. a POST TYPE 1 POST TYPE 2 POST POST POST POS (IN.) TYPE, _ (IN.) (IN:) . TYPE (IN.) 2" x 6.5x.032" BEAM (IN.) TYPE,.'. (IN.) (IN.) TYPE (IN.) EXP. B EXP. C EXP. B EXP. C 4' 25'-4" 17'-4" 28 G 22. 23'-10" G 16' 4" is'4" 28 20 32'-0 , G 3'-7" 33 23 5'-7" 16' . " - G � 33 27 6 2 2 2 2 1:-0" 5' 20'-3" 16'-1" 28 G 23° 2r 2r_1 33 G 24. 14'-8" 14:-8 28 G . 21 28'-7" 33 G 28 7, 2 2 2 2 6' 16'-10" 15'-2" 28 G 24` 9' 69; 3" 33 G 24 , 3' 42 �N 13' 413 �„ 28 G 21 2s'-2"� i 33 28 8. 2 G 2 2 2 7' 14'-6" 14'4° 28 25 • 33 G 25. 28 .. ,a'-.1^ 12'-4" 12-4. .22, �2a'-2�-.;; X33 29 s' 2 3 2 2 G 4`::.: - 1;T-10': 1'.9° 12'.-4' G . ^ t "►: �_ 3'_5 . G 28 G 26" 28 25 ` 11'-7" 11'-7" 26 "� '2,2, *22'=8•' 33 0 2 13'-9" , s =e. G 11 0' % G1'-11 G 9' 11'-3" 13'-3" 28 G 11 0�11 26: 15',1- :" 28 26 10'-1 10'=1. "r �26� �� 23' 21'-4° 33 "� 30 „' 3 5'-9" G f 10'-4" G 1 3 2 2 10' 10'-2" 12'-9" 28 G 27 15'-2" . 28 %26 1 .26 _. _23; k ".. ` 33 ' 31y 3 G 10,x„ � „ G �2 / G TO' -4" f 1 v 9'-7" 12' 3 2 2 11' 9'-3" 12,x" 28 G 14'-5'4-3 e� r`G� i (f-109�N 9'-10"9'_1.01-.... Ff G . x"19`-4 r 8„ G 32 3 4 2 2 28� 28 27t = v 2624 33 13' 12 -0" 26 (�' 28; - .. f j28 2T 9;_5„ 9'-5„ t 26 . �... 24, 1.8 33 1a' 3 12' 8'-5" F - " , „� G G 32- 4 2 2 17 13' T-9" 11'-8" 28 H 29. - _x'28 -H 28 9'-r' 9.1. 1 „ ' �{ 24 17'-91' 28 H 32 15' 3 4 2 3 14' 28� .- T-3" 11'-5" 28 H 29 28 g,9" 1 8' 9" 28 H 25 17-i" 28 H 33 16' 4 4 2 3 2'-7" ,.H� / 8'-9" 6'-7" 15' 6'-9" 11' 2" 28 H 30. 2-4' 28) H' X28 '8'-5 8'-5" 28 H 25 16'=6" 28 H 33 17' 4 5 2 3 16' 6'-4" 10'-11" 28 H 30. 11-1-,"' 28 H 29: -8'-2" 6'-2" 28 H 25 16'-0" 28 H 34 18, 4 5 2 3 1.1'-9,,. 1T 5'-11" 10'-8,, 28 11-7 28 29 7'-11" 7'-11 28 25 15�� 28 34 ,s' 4 5 3 3 H:.30= 1'-5 H 7'-6" r -1r . H:. 15'-0' H 28 11'x" 28 29- 7,�,,. 7'_8" 28 26 28 34 • ::.-1,5,_1.x'.. 18 51-81, 10-6 H H 7'-4" 7'-8" H 14'-7" H 20' 4 5 3 3 19' 5'-4" 10'-4" 33 H 31 11-0" 33 H 29 7'-6N 7'-6" 33 H. 26 14'-8° :. , 33 H 35 FOOTNOTE: 10'.-10''.. 7'-2" 7'-6". 1.4'-3:' 20' 5'_1" 10'-2" 33 H 31 1D'$" 7'-4' 7'-4" 14' HEADER AND OR MIN. NO. OF POST 33 H 30 .26 33 H 35 REQUIRED SPACING MUST EXCEED 10'x" 6'-11" 3'"1 D' ALLOWABLE SLAB SPACING FOOTNOTE: "SAMPLE" Ic 1 Cttbo _ OR LESSER MUST BE USED _ "Y FOOTNOTE: ' FIGURE INDICATES EXPOSURE B / 't FIGURE INDICATES EXPOSURE. Q� �Q.S A SCOL;TYPES 1- 024"SIDEPLATES,_USE_ON-GONG. SLAB -ONLY % - �i O!'•� 'OL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS. ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. a► C ,� NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED & SHT. 23 FOR FREESTANDING No. 7 48 " - - Exp. q• I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL & ASSOCIATESJNC. CE uvE LOAD = PATIO::COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE: 10/23/2007 ACING TABLE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEE FREESTANDING 10, 20 & 30 ps1 DURALUM PRODUCTS, INC. 24 OF 29 ER- SCALE: NONE ALTA LOMA, CA (951! 741-2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 40%NO GF�T-087a REVISED BY; K.K. & D.P. .. _.- _, a..10'*LL�.90'MPH-, 90100 8 110`MPH .:. _.. - (916), 452,70211 FAX 403.1519 sales®durelum.eom 11., 110 ND & A17 UY `30#JQ$: ER I --.,l2'-QR LESS EX <(9 Z) 0 m O ) ZmMAXFREESTAND L _5 uw a< z 2 U) 0 7'I.1 -BEAM WITHOUT SLAB. . DBL YWX Bm SEE ALTERNATE FOOTING TABLES bbL., - 032' BEAM !iRE M 3' A SHT. 9 FOR ATTACHED& 38BEAMWiINS RT: MAX.POST SPACING CNtiI ATTACHED MAKPOST SPACING FREESTAND- ATTACHED MAKPOST SPACING FOR DBL. 2x6.5x.032 .9 MAXPOST' SPACING FOR BEAM - - FREEST ATTACHED MAKPOST SPACING G FREESTAND ATTACHED FTG. (IN.) MIN. POST. TYPE FTG. (IN.) MIN. POST TYPE TG.. PN.) MIN' POST TYPE F (IN.) MIN. POST, TYPE 77G (IN.) (N,) MIN Pg�,� P TYPE TYPE P7. G.� (IN.) -*pM ION WOE' FTG. (IN.) MIN. POST TYPE FTG. 'MIN TYPE:� 4' 81-11" 19'-5" I 37 j 2.4 F 111-9111. 32,; j 22 8'-0" 10.'-2" 28 19 B 15-9" 32 22 C' �/E 5' 7'-1 17'-4" 32 j 25 F 10'-6" 3 . 2 J 22 T-2" 91-1.1 28 J �2o B 14--l" 32 j 23 c �/E 6' S'-11„ 16-10" 32 j 26 'F 9'-7° 28 j 23 6'-6" 8'-3"__28 ?J, ,.21, B. 12'-10"'32 j 24 c/E. 7' 14'-6" 32 J_. 26 F 8'-11" 28 J. 24 6-13" T-_8" 26 J '�2*1l B 11'-11" 28 J 25 C�'/ E 81 4'-5" 13'-9" 32 j 27 F 8-4" 28 j 24 5 T-2" 26 j -22-. 11-2" 28 _j 25-8" 9. T-1 1 13'-0" 32 27 F T-1 0" 28 j 25 5'-4" 64' .28, J, lo, -6,, 28 j 26 E /E 10, T-6" 12'-3" 32 j 28 F T-5" 28 J 25 `B*�' F-01'.. 6'-5" 28 J-.,. '23 10--o- '28 j - 126-, `E 11, 3'-2" 111-9.1 28 j 28 F T-1 28 1 26 B' 6-2" 2.8� 9',6- 28 j �F 12' 1 1'-Y 28 2 8 j 29 F 28 J �26 'B JB 5--1 0" -28 j 23..; 9'-1 28 j 27. E 13' 1 U-91" '32 K. 29 F 6-15" 32. K 26 5'-6- 32 1 24 32 K 274 :E' 14' - 1 10-4" 32 .-. K F 6-4' K- 7 B 6-5" ;:32 K 8;-5" 32 K 2 8 FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES -EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATECPAAC N PINP" ,FOOTING NOTE: FOOTING SHOWN IN CUBIC INCHES V WITHOUT SLAB. C9 N SEE ALTERNATE FOOTING TABLES W1 NO SLAB SHT. 9 FOR ATTACHED& 10, zo &-30 oil SHT. 23 FOR FREESTANDING CNtiI N PINP" ,FOOTING op A Cl&-ASSO - tATES,"N CUBE WE - FOOTING - -IN _ . Sd.4��i - 87'THICK CUBEFO0_nNG REPQR T NUMBER W1. . NO SLAB W1 NO SLAB wi siA6 10, zo &-30 oil 20" 2�3- SQ. 18" NONE 27 26" SQ: 20"' 8269 ALPINE AVE., SACRAMENTO, CA 95826 24" 30" SQ. 22" 26" 33' SO. 24" 103 N WOUW4 218" 37" SQ. 44" 48" 30 41" SQ. _26"a 28" 50" 58" SQ. _32' 45* SQ. 30" 61" SQ. 50" 47- SQ. 54".64" SQ. 52" 48' SQ. N PINP" ,FOOTING op A Cl&-ASSO - tATES,"N CUBE FOOTING !: SO. x.`ITTHICK CUBE FOOTING REPQR T NUMBER 1N1 NO SLAB Wl NO SLAB W/ SLAB 10, zo &-30 oil INCw 5011SQ. 36" NONE ALTA LOMA, CA (951) 7411-2107 51" SQ. 38" 8269 ALPINE AVE., SACRAMENTO, CA 95826 42" 53" SQ. 40" '30.# 551, SQ. 42" 103 N WOUW4 56" SQ. 44" 48" 57' SO. 46" 50" 58" SQ. 48 5Z' 61" SQ. 50" 54".64" SQ. 52" I.C.C. E.S. EVALUATION .1. �By: kK. op A Cl&-ASSO - tATES,"N --ASWF7BY: REPQR T NUMBER DATE: 1012312007 'SCALE: �Om ERCIALANDRES'ID66 AL e-466TLIkAL E — POST OST. $PACING.iAB FK 10, zo &-30 oil INCw SHEET OF ER- NONE ALTA LOMA, CA (951) 7411-2107 AN HqRfZ. WIND 8269 ALPINE AVE., SACRAMENTO, CA 95826 23 29 ,REVISED BY: KK & D.P. '30.# ,-lj�).4P2-702.1 FAX, 40 1�1 kt9 . zkale�( oraIUM.00M V 103 N WOUW4