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11-0950 (PAT)I — " I P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 11-00000950 -. Property Address: 43203 CORTE DEL ORO APN: 609-380-997-9 -293233- Application description: PATIO COVER - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 5360 c&t!t 4 stP Q" Applicant: Architect or Engineer: ------------------ LICENSED CONTRACTOR'S DECLARATION 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 Busi ess and Pr ssionals Code, and my License is in full force and effect. Licens la C51 License No.: 855623 Date: 1tractor:. , 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).: 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 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. , BAP.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: ZORAN STANISIC 43203 CORTE DEL ORO LA QUINTA, CA LA QUINTA, CA 92253 Contractor: GOLD STAR CSTM PTG L 42335 WASHINGTON ST PALM DESERT, CA 9221 (760)574-1043 Lic. N6.: 855623 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 9/01/11 ------------------ 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 STATE FUND Policy Number 193290309 I certify that, in the performance of the wisubjeto ch this permit is issued, I shall not employ any person in any manner so as to becomehe workers' compensation laws of California, and agree that, if Ishoo become subjorkers' compensation provisions of Section 3700 of the Labor Co , I shall forthwwith those provisions. ate: SQ pplicant: WARNING: F LURE TO 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 t abo4ect'r orrect. I agree to comply with all city and county ordinances and state laws relating to b ding hereby authorize representatives of tpis county V enter upo he above-mentioned pro rty forses!� Date : gnature (Applicant or Agent): Application Number . . . . . 11-00000950 Permit. . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 81.00 Plan Check Fee 52.65 Issue Date . . . . Valuation . . . 5360 Expiration Date . . 2/28/12 Qty Unit Charge Per Extension BASE FEE 45.00 4.00 9.0000 THOU BLDG 2,001-25,000 36.00 ---------------------------------------------------------------------------- Special Notes and Comments 403 S.F. ATTACHED ALUMAWOOD SHADE STRUCTURE AT REAR OF RESIDENCE. 2010 CODES. ----=--------------------------=---=---------------------------------------- •Other Fees . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 STRONG MOTION (SMI) - RES .54 Fee summary Charged Paid Credited. Due ---------------- Permit Fee Total --------- 81.00 .00 .00 81.00 Plan Check Total 52.65 .00 .00 52.65 Other Fee Total 1.54 .00 .00 1.54 Grand Total 135.19 .00 .00 135.19 LQPERMIT Bin # City of La Quinta Building 8t Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA. 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # 50 \�' a Project Address: 3a o3 Co%+,Q D eorO Owner's Name: S 1 L A. P. Number: Address: 14320 3 0-C- UVCO Legal Description: City, ST, Zip: � � 2 - Contractor: ll—o Yvl C ( I)g PA+I nlilu Telephone: _ NOW ? v e < Address: 2 -33 G.> Prj KI Nb- O V 0—(y 3 (e 3 Project Description: �C � City, ST, Zip: 1%�w� t^S %�2 �� . 4 u- 1 t t t IV Telephone: 6D - S� —/o �3..::;:, �%:.>�>'<•s.rr. iTo,:;sc': .i:>:iii.. z..:�.^'::Y. ✓,,3.:,iA>:::: State Lic. # :$S(Pz3 City Lie. #.: Arch., Engr., Designer: V.7 X I 3 Address: City, ST, Zip: Telephone: .tr.:• s¢_ Yr.. � •.y�.: pv%' Ati ?;.�� ">`•k `h "i State Lie. #:,;;.t:cc<„fi'>;t:';'�r.•'..:<'1�'`�..'.c�}"%"l"s. Name of Contact Person: V F4Z*0A/ 114 O L_[ A-, tA- Construction Type: Occupancy: Pro1ect tYPa(circle one): New Add'n Alter Repair Demo Sq. Ft.: qU 3 # Stories: # Units: Telephone # of Contact Person: Tim — 5 7 I{ — [ G et 3 Estimated Value of Project: 5-/;2,-7 ' APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req' d Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cafes. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance. Title 24 Cafes. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Pians 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 August 25, 2011 Zoran Stanisic 1 107 W 23rd Street San Pedro, CA 90731 RE: Architectural Application Request 43203 Corte Del Oro Dear Zoran Stanisic This is to inform you the Design Review Committee for Esplanade Community Association met recently to review your updated architectural submittal requesting to install an alumawood lattice patio cover in the back yard. After due consideration the Architectural Committee has approved your request contingent on the following: I. Owner must obtain all permits through City of La Quinta. 2. Please return notice of completion form at the end of your installation. If you have any questions please call me at (760) 346-116 1. Thank you for your patience during the review process. Sincerely, Chloe Rodriguez, CCAM® ' Community Association Manager For the Design Review Committee ESPLANADE COMMUNITY;ASSOCIATION Enclosure: Notice of Completion Form PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. SHEET INDEX : SHEET # SHEET TITLE / DESCRIPTION T-1 ........... TITLE SHEET/DESIGN LOADS 1 ..........,.GENERAL NOTES 2 ............SOLID PANEL STRUCTURES 3 ...........-OPEN LATTICE STRUCTURES 4 ...........:PANEL SPANS TRI -V & W -PANEL 5 .......... _PANEL SPANS FLAT PAN 8 ............PANEL FASTENERS / FAN BEAM 7 ............RAFTER SPANS 8 ............COLUMN /POST TYPES 9 ............HANGER CHANNEL AND BRACKET ATTACHMENTS 10 ............COLUMN SURFACE MOUNT AND EMBEDMENT 11 ...........-BEAM TYPES 12 ............BEAM SPLICE DETAILS 13 ............BEAM TO POST ATTACHMENT 14 ..........,.LATTICE CONNECTIONS 15 ............MINIMUM REQUIRED COLUMNS 16 &17 ...... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 90 MPH 18&19 ....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# LL 100MPH 20 & 21 ..... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110MPH 22 & 23 SOLID POSTSPACING TABLE FREESTANDING ANDATTACHED 20# L.L. 110MPH 24 & 25 SOLID POSTSPACINO TABLE FREESTANDING AND ATTACHED 30# L.L. 110 MPH 28 ..........,.LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# t.L. 90 MPH 27 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 100 MPH 28 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH 29 ............LATTICE POST SPACING TABLE FREESTANDING AM ATTACHED 20# L,L.110 MPH 30 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 30# L.L. 110 MPH 31 ............SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 90-110 MPH 32 ............SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 90-110 MPH 33 ............INSULATED ROOF PANEL CONNECTIONS &A in 2 41011 DESIGN LOADS: RESIDENTIAL'APPUCATIONS -IIBC CHAPTER 18, IBCAPPENDIX CHAPTER I AND URC APPENDIX H. ROOF LUVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT. {SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THUS REPORT). F WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. _ 100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. COMMERCIAL APPLICATIONS- IBC CHAPTER 18, ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT. ROOF: (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT). WIND LOADS: 90 MILES PER HOUR, EXPOSURES BAND C. 100 MILES PER HOUR, EXPOSURES BAND C. 110 MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. DESIGN ASSUMPTIONS: A. MAXIMUM BUILDING HEIGHT AVERAGE = IV B. MINIMUM ROOF PITCH OF EXISITNG RESIDENCE =5:12 C. MINIMUM 8' PROJECTION D. LEAST BUILDING WIDTH - 30' A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION: EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED EVALUATION REPORT. ATA MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: A. TITLE SHEET AND GENERAL NOTES. B. STRUCTURAL CONFIGIJRATUON (Ia. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED). C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL SPAN TABLES. D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOT4NG SIZE (WHERE REQUIRED) BASED ON THE SITE-SPECIFIC DESIGN LOADS. E. APPROPRIATE STRUCTURAL DETAILS. F. OTHER DOCUMENTATION THAT MAY BE REQUIRED IBY THE LOCAL AUTHORITY HAVING JURISDICTION. IAPMO EVALUATION DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: REPfAiT NUMBER DATE: IHO/2011 SCALE: NONE IREVISEDBY: COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERiNO TITLE SHEET DESIGN LOADS 10, 20890 p; H RIZ100& VHOM = DURALUM PRODUCTS, INC. ALPINE AVE., SACRAMENTO, CA 86828 11918)452-1021 EB- RANCHO CUCAMONGA, CA 861 741.2107 ( ) 80,1008110 MPH FAX 403.1618 salea@dwalum.wm SHEET T-1 PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: GOVERNING CODES 1. THE DESIGN COMPLIES WITH THE 2009 INTERNATIONAL BUILDING CODE, 2009 INTERNATIONAL RESIDENTIAL CODE, 2010 CALIFORNIA BUILDING & RESIDENTIAL CODES, ASCE/SEI 7 -05 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2005 ALUMINUM MANUAL -ADM 1-05. 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 ENCLOSAWLITY. 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. 6. THE APPROVED STET OF'DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVA9LAIBLE 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. ATTACHED AND FREESTANDING PATIO HOVERS SHALL NOT BE ENCLOSED WITH ANYTYPE OF SOLID OR MESH MATERIAL, EXCEPT WHERE NOTED IN THIS REPORT. 7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 8. AN ATTACHED PATIO COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS. 9. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL IL USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. 10. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.141605.5.2. DESIGN CONSIDERATIONS: 11. MINIMUM ROOF SLOPE'FOR SOLID ROOF PANELS: 114 INCH PER FOOT. 12. MINIMUM PATIOCOVERSIZE: 80 SQUARE FEET. 13. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 60 SQUARE FEET. 14. COVERS ARE DESIGNATED'RIDGED BUILDINGS' AS DEFINED IN ASCE/SE9 7, SECTION 18.5.19. 15. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS /AS DEFINED IN ASCE/SEI 7, SECTION 6.5.7.1. 16. THE FREESTANDING AND -ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS'OPEN STRUCTURES' IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13, EXCEPT WHERE NOTED IN THIS REPORT. 17. THE RATIO (HIP), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 18. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1). MATERIAL SPECIFICATIONS: 19. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEYARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 20. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 21. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 150 PSFIFT x 1.33 PER TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d). 22. EMBEDDED STEEL MENBERS SHALL BE HOTMIPPED GALVANIZED, RUST-C-L'EUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A446 GRADE C. STAINLESS' STEEL MEMBERS SHALL CONFORM TO ASTM A653, GRADE 40. 23. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS SHALL BE A-325. ALL BOLTS SHALL WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 24. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE POWERS WEDGE -BOLT+ STAINLESS STEEL (ICC -8S ESR -2526 FOI APPROVED EQUAL. 25. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976 OR APPROVED EQUAL. 26. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH RESIDENTIAL PATIO COVERS ONLY. 27. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RATED. MAR 2 41011 NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED IAPMO EVALUATION DRAWN BY: EIN. TOM CAMPBELL B ASSOCIATES, INC. LIVE LOAD - PATIO COVER SY E yaAL REPORT NUMBER DATE: 1/102011 SCALE: (NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGAJEERING GENERAL NOTES tn,20. 30 par ?iORIZ. WIND = v1� DURAL IN PRODUCRAM 288 ALPINE AVE., SACRA7NENT0, CA 85 �- [9116)452-7024 _ REVISED BY: RANCHO CUCAMONGA. CA 9051) 701.2109 80,1008110 MPH FAX 403•(818 eelas(dEurelum,com SHEET 1 OF 33 ' r RAFTER, SEE TABLE FOR SIZE AND SPACING MAX. O.N. LENGTH OF STRUCTURE VARIES SEE SHT.16 FOR MINIMUM PLUMBER OF REQUIRED COLUMNS WHEN USING 2' X 61/2' SIDE PLATES. OPEN LATTICE TYPES �STHIS OPEN LATTICE -TYPE STRUCTURE EE S PROD' TP- GBU� MAY NOT BE COVERED. SEE SCHEDULE / \\ 4YG RAPIER SEE TABLE FOR 512E nu0 Saar-lun �SnNGS`n0,'VO \\ �f POST WITH SIDE PLATES OL�� �Aaa SEEDETAIL LENGTH OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- MqV• E usD ATTACHMENT E RE sFF t p SEE DETA SIDE PLATES CHANGEABLE WITH ANY OTHER sF PERMITTED. NAR 2 4 2011 t��,HG COMPONTENT UNLESS OTHERWISE SHOWN. FtgS SEE SCHEDULE TE: EACH COMPONENT IS INTER- 3 1l! BLAB ATTACHMENT FOOTING WHERE REQUIRED EAGLE WO. ITH ANY GTHI-�92 S MAY IT USED WHERE SEE SCHED. FOR FOOTIN E ENT UNLESS OTHERWISE SHOWN. ��tae SEE 9CHEOULE OPEN LATTICE -TYPE PATIO COVER NOTE THIS OPEN L9ITTTCE-TYPE 8 FOOTING WHERE REQUIRED, SCALE MTS MAY .=BE COVERED. ,• SEE SCHED. FOR FOOTING CUBE SIZE TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUC TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE M v NOTE: THISOPEN LATTICE -TYPE STRUCTURE RAFTER, Y No. m MAYN�T BE COVERED. FOR SIZE SEE CH QI NOTE: THIS OPEN LATTI • SEEMAX ULE AND SPACING MAY,=BE OOVE _ RATTER, SEE TABLE LENGTH OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- I CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. OPEN LATTICE -TYPE PATIO COVER RrAI w MA TYPE "G" FREESTANDING SINGLE SEE POST FOOTING WHERE REQUIRED SEE SCHED. FOR FOOTING CUBE SIZE TICE STRUCTURE LENGTH OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- CHANGEASUE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. SLAB IERE REQUIRED FOR FOOTING CUBE SIZE STRUCTURE ow+wN BY: E.N. IAPM0 EVALUATION TO CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PAT O COVER SYSTEM AS MFG. 6 DATE: 1/10/2011 REPORT NUMBER COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10.20830 Ps1 DURALUM PRODUCTS, INC. ES- SCALE: NONE REVISED BY: RANCHO CUCAMONOA, CA (851 741-2107 I STRUCTURES MORIZ WIND = 00,1008110 MPH 6269 ALPINE AVE., SACRAMENTO, CA OSBZB (916)452-7021 FAX 403.1518 salas®dumIw wm SHEET 3 OF 33 I ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ROOF (PANEL MAY 6E QSED SEE SCHEDULE WHERE PERMITIIED. FOR SPANS SEE SCHEDULE T SPACINSCHEDULE O. "O.H.' NOT TO EXCEED 25% H. OF SPAN FOOTING WHERE REQUIRED SEE DETAIL FOR SPLICE SEE SCHEDULE 6PL10E AT p0. NOTE: EACH COMPONEN Sf` * SQ. POSTS. SIZE VARIES FOOTING W gGRE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE *SEE SHTAB FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN 1/SIN02" X 6 1/2' SIDE PLATES. SOLID PANEL TYPES ATTACHMENT CHANNEL G NTRuCR ROOF PANEL SEE DETAILS — PRaset f VqR/fS SEE SCHEDULE MIN. 0.26' SLOPE PER FT nON FOR SPANS O. "O.H' NOT TO EXCEED 26% _ 1 OF SPAN J TyEP4��\ ` L SEE DETAIL FOR SPLICE -- G OPTIONAL: CANTILEVERS& POSJ OPTIO : CANTILEVER BEAM Sp SEE SCHEDULE FOR tjt I * Sp. POSTS, SIZE VARIES Sff 0 AACIA SEE SCHEDULE FOR POSTSPACINO �� EDbi— POST SPACING 3 112' SLAB ALTERNATE: I,I ATT8ICHPAENT SINGLE POST MAY 6E QSED SEE SCHEDULE IIWI'll WHERE PERMITIIED. ATTACHMENT SEE SCHEDULE T SPACINSCHEDULE MARC HT.- 12' NOTE: NO SPLICE AT T1i H. POST AND END BAYS. FOOTING WHERE REQUIRED ?S" OFS SEE SCHEDULE 6PL10E AT FOR FOOTING CUBE SIZE NOTE: EACH COMPONEN D AT END SAY CHANGEABLE WITH ANY FOOTING W gGRE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE OOMPONTENT UNLESS TYPE "A" ATTACHED SINGLE SPAIN W/CANTIIF- ALUMMM ROOF PANEL SEE SCHEDULE FOR SPANS "O H "NOT TO EXCEED 25% OFSPAN SEE DETAIL FOR SPLICE SQ. POSTS, SIZE VARIES ALTERNATE: 3 112' SLAB SINGLE POST MAY SE USED SEE SCHEDULE TO CONSTRAIN FOOTPNG, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE 1/2 x S" STEEL ROD TYPE "C" F N SEE DETAIL FOR SPLICE "� ?5'6 OF �–OPTIONAL: C EVER BEAM 31/2'SLAB ALTERNATE: FOR SEPO ATTACHMENT SINGLE POST qN0 !IS T SPACINSCHEDULE MAY BE USED SEE SCHEDULE H. WHERE PERMITTED. ES- ?S" OFS SEE SCHEDULE 6PL10E AT EIS Gr,7 EIS MAX. HT.= 12' D AT END SAY FOOTING W gGRE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - SHOWN. I 2COMPONTENT AR 2 41011 'CHANGEABLE WITH ANY OTHER UNLESS OTHERWISE SHOWN. PON-- f m PE "B" ATTACKED MULTISPAN W/CANTILEVER OPTION ALUMINUM ROOF PANEL MIN. 10.26" SLOPE PER FT. 'O.H.' NOT TO EXCEED 25% OF SPAN ;— III SEE DETAIL FOR SPLICE "� 1 �–OPTIONAL: C EVER BEAM LIVE LOAD= /'O FOR SEPO SQ. POSTS, SIZE VARIES Sff �Hfp T SPACINSCHEDULE SOLID PANEL STRUCTURES l! H. ES- ?S" OFS RANCHO CUCAMONGA. CA (661) 741.2107 ALTERNATE: HORIZ. WIND - 60, 1D08110 MPH1(916)462-7021SHEET 31/2' SLAB SINGLE POST MAY BE USED SEE SCHEDULE SPLICE AT THIS TO CONSTRAIN AT END BAYS. FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIDE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. NG W/CANTILEVER OPTION SEE SCHEDULE FOR PAST SPACING O.lq ?5g5 OFSP NOTE O SPUCE AT THIS PI D AT END BOYS. NOTE: EACH COMPONENT IS INTER - 112 x B" STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. I"YPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION IAPMO EVALUATION DRAWN BY: E.N. TOM CAMPBELL ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 1/10/2011 I COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL STRUCTURES 10,20630µs1 DURALUM PRODUCTS, INC. ES- SCALE: NONE REVISED BY: RANCHO CUCAMONGA. CA (661) 741.2107 HORIZ. WIND - 60, 1D08110 MPH1(916)462-7021SHEET 8260 ALPINE AVE., SACRAMEM06 CA 65828 FAX 403-1818 sales aQdumtum.com 2 OF 33 MAH 2 4 RAFTER SPANS FOR OPEN { 2' I F 8.5' m01 . °' ALUM. ALLOY 3004 OREQUAL vw ic * SEE NOTE BELOW .tRQMMERCIAL & PATIOS 90/1001110 MPI- �j♦1 I�MAX.� 2' �• = 2 :624' 032" .042• 2 X 6 112" RAFTER F C L.L = (PSF) "P" (IN.) OAT£ IM012011 SCAUE: NONE 90 MPH 100 MPH 110 H $ ® EXP. 8 EXIP.0 EXP. B EXP.0 EXP. B lExP.0 p ) .024 16" 12'-2" 12'-2" 12'-2- 11-10' 11'-10' 11'-5" 24" 9'-11" 9'-11' 9'-11" W-8" 9'-8' 9'-3" 10 .032 10 2 16'-3' 16'-3° 15'-9" 15-9" 15'-2" 13'-3" 13'-3- 12'-11Y 12'40" 12'-5- .042 16' 21'-4" 21'-4" 21'-4- 20'-8" 20'-8" 19'-11" 24" 17'-5" 17'-3" 17'-5" 16'-10° 16'-10° 16'-0" 1 .042 024 16' 9'-4" 9'-4- 9'-4' 9'-4" 9'-4^ 9'-2- 24" 7'-7" 7'-7° 7'-7' 7'-7" T-7' 7-6- 20 .032 16" 12'-5" 12'-5" 12'-5" 12'-5" 12'-5" 12'-3" 10.2" 24° 10'-2" 10'-2" 10'-2"P64 10'-0° 13 .042 16' 16'-4" 16'4" 16'-4" 24" 14'-4" 14'4" 14'-4" 14'-4" 1474" 14'-2' 16'-4" 16'-1' 24' 13'-4" 13'-4" 13'-4" 13'-4" 13'-2" 13 .024 16" - - - .042 - - 24" - - - - - 31 .032 16" 10'-3" 10'-3" 10'-0- 10'-3" 10'-3- 10'-3- 24' 8._4.8-4" 8..4.8._4_8,.4. 8'-4- 042 16" 13'-5" 13'-5" 13'-5" 13'-5" 13'-5" 13'-5" 247 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0' .tRQMMERCIAL & PATIOS 90/1001110 MPI- �j♦1 I�MAX.� 2' �• WIDTH 2 :624' 032" .042• LIVE LOAD a � (FT.) TT s ALUM. ALLOY 30014198 ! �[ OR EQUAL OAT£ IM012011 SCAUE: NONE COMMERCIAL AND RESIDENT7Al, STRUCTURAL ENGINEERING i DBL. 2 x 6 112" RAFTER 10, 20830 paf HORIZ. WIND m (IN,) L.= p ) 90 MPH 100 MPH 110 MPH 13 EXP.. SIT EXRC EXP. B EXP.0 EXP. B EXP.0 (PSF) 17 .024 16" 17'-3" 17'-3" 17'-3" 16'-8" 118'-8' 18'-1' 20 1 .042 24" 14'-1" 14'4" 14'-1' 13'-7- 13'-7' 19'-2" 3 4 4 5 5 10 2 7 8 16" 1 23'4" 23'-0" 23'-W 22'-3" 22'-0" 21'-6- 9 9 10 10 .032 4 5 5 24" 18'-9" 18'-9" 18-9" 18'-2" 18'-2° 17'-6- 7 7 8 8 9 9 10 .042 16" 90'-2" 30'-2" 90=2" 29'-3" 29•-3" 28'-2" 11 1 .042 24" 24'-7" 24'-7" 24-7* 23'-10" 23'-10' 23'-0" 5 6 6 7 7 20 9 9 10 10 18° 13'-2" 13'-2' 19-2' 13'-2' 13'-2- 13' -0' 11 12 .024 10'-9" 10'-9" 1V-9' 10'-9" 10'-9" 10'-7- 8 8 124" 10 10 11 11 12 16' 174" 17'-7" 17'-7' 17'-7" 17-7° 17'4" 13 1 20 .032 - - - 1042 24" 14'-4" 14'4" 14'-4" 14'-4" 1474" 14'-2' 11 11 12 1 30 13 13 16" 23'-1° 23,-1" 23'-1- 23'-1" 23'-1" 22'-9" 14 1 15 5' - - - .042 11 11 12 24° 18'-10" 18-10" 18'-10" 18'-10" 18'-10- 18'-7" 13 14 14 15 15 1 16 161 10-10" 10'-10' 10-10- 10-10" 10'-10' 10-10" EXPOSURE B & C 3.0' a 8.0' 042' ALUM. ALLOY 300444136 OR EQUAL SEE NOTE BELOWT 3 x 8" RAFTER 90 MPH 100 MPH 110 MPH EXP. B EXP.0 EXP, B EXP.0 EXP. B I EXP.0 24'-6° 23'-5" 1 24'-0" 22'-8" 1 23'-5" 21'-10" 20'-0" 19-1" 1 19'-7" 18'-6" 1 19'-1' 17'-10" 17'-9" 17'-9" 17'-9" 17'.'9' 17'-9" 17'-7- 14'-6' 14'-6" 14'-6" 14'-6" 14'-6" 14'-4" 14'-7'14'-714'-714'-714-7�14'7r14'-7" 14'-7714' 714'-7- 14'-7" 11'-11" 11'-11" 11'-11' 11'-11" 11'-11" 11'-11" .024 * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 24° B'-10' 8'-10" 8'-10° 8-10' H=10' 8'-10" 32' O.C. WHEN DOUBLED ANO SINGLE RAFTERS SPACED 16" 14'4° 14'-6° 14-6' 14'-8" 14'-6" 14'-6" 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBUEO. 30 .032 24" 11'-10" 11-10- 11'-10" 11'-10" 11'-10' 11'-10" 16- 19'-0" 19'-0" 19'-0" 19-0" 19'-0" 19'-0° PROJECTION— .042 24" 1616' 15-6'* 15'-6" 15'-6" 15'-6" 15'-6° O.H. SPAN 7 1111UTARY TRIBUTARY= I WIDTH112 SPAN + O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN IAPMO EVALUATION TRIBUTARY WIDTH TABLE LIVE LOAD a -CLEAR SPAN (FT.) REPORT NUMBER OAT£ IM012011 SCAUE: NONE COMMERCIAL AND RESIDENT7Al, STRUCTURAL ENGINEERING RAFTER SPANS 10, 20830 paf HORIZ. WIND m DURALUM PRODUCTS, INC. 288 ALPINE AVE., SACRAMENTO,CA 85628 [916),152-7021 6 7 B 9 10 11 12 13 14 15 16 17 18 19 20 21 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 r2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 - 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 - - - 9 1 9 10 10 11 11 12 1 12 13 13 14 14 1 15 5' - - - - - 11 11 12 12 1 13 1 13 14 14 15 15 1 16 7 1111UTARY TRIBUTARY= I WIDTH112 SPAN + O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN IAPMO EVALUATION DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD a PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER OAT£ IM012011 SCAUE: NONE COMMERCIAL AND RESIDENT7Al, STRUCTURAL ENGINEERING RAFTER SPANS 10, 20830 paf HORIZ. WIND m DURALUM PRODUCTS, INC. 288 ALPINE AVE., SACRAMENTO,CA 85628 [916),152-7021 E8- REVISED BY: RANCHO CUCAMONG/i CA. 7d1-2107 ) 60, 100 8110 MPH FAX 403.1619 aelea(aytluralum. 0, SHEET 7 OF 33 PANEL FASTENERS .90/100/110 MPH EXPOSURE B & C F #94 X 3W' S.M.S. AT EACH VALLEY TO BEAM T00 24" 24" TRI= "V" PAN r #14 X 3/4" S.M.S. AT EACH ] VALLEY TO BEAM CT 12" 12" x 3 1/2" W PANEL #14 X 3/4" S.M.S. AT EACH VALLEY TO BEAM I - 6.00"/ 8.00' — 16" / 8"x 2 Y2" FLAT PAN W/(2) -V'S NOTE: FASTENERS INDICATED ARE TO BE AT EACH SUPPORT BEAM AND HEA MAR 242011 Vol FAN BEAM ("'I MAX SPAN) z.. HEADER CEILING FAN AND/ T=.076" TTP. 2 1/2" EXIST. WALL OR LIGHT FIXTURE ( MAX. 30 tbs..) FAN BEAM -ALUM. ALLOY 8063-T6 EXIST SEE FA \TTACHMENT AT HANGER CHANNEL FAN BEAM FAN BEAM ]2/2' I. SCREW \— #12 S M.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HEADER 1/2- S.M.S. SCREW AT BEAM FAN BTV2 0.042"x3"x6" HEADER 14 x 3 1/2" S.M.S. SCREW AT BEAM IAPMO EVALUATION DRAWN BY: E.N. SOCIATES, INC. LIVE LOAD = PATIO COVERS STEM AS FG.IBY: REPORT NUMBER DATE: 111012011 - COMMER AND RESIDENTIAL STRUCTURAL ENGINEERING I PANEL FASTENERS 111 8 30 pet DURALUM PRODUCTS, INC. [9116)452-71021 ES- SCALE: NONE / FAN BEAM HORIZ. WIND = 8288 ALPINE AVE., SACRAMENTO, CA 85828 REVISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 90, 100 8 110 MPH FAX 403.1310 aelae®dumlum.tom SHEET 6 OF 31 COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS MAX. HEIGHT = 10' j--3�2-1 MAX. HE15 T C =10' 3.00" SQ. G =3"SQ.xt-.188" 3.00"SQ. T— 1 2 • it 4SMs 3.00"SO. Q.xh.250• 032 A4S DE �1.00))f I =3'SQ.xt=.313' 3" O 5° d=4'SQ.xt=.188' —� .14"RK =4•s .xt=.250' L 032' NP' .048"STEEL - L. t O5/8" PLASTIC PLUG •28" O 3.0" OR 4.0° 3" SQ.. ALUM. POST 3" SQ. ALUM. POST MAG POST SQUARE WITH SIDE PLATES O 3" SQ. ALUM. POST STEEL POST ALUM. ALLOY 3004-H38 ALUM. ALLOY 3004.0138 3" SQ. STEEL POS s ALUM. ALLOY 6083-T8 ASTJN.A500 GRADE B ,ALUM. ALLOY 3.00" OR \ - p• 6084—RT - %7116)0 HOLE r75" 1 FOR 3/8" MB Sts" 21FLANGES USE FOR 21 /8' APART 5" � ASTM GRADE 36 STEEL 1.125• 2.6' INSTALL ' x 1)5* x ' HDG WASHER POAITEATANCHORS ° .76" BASE FLARES t 5T TO 3'WIDE EA. 1 YPSIDE OF FLANGES POST O LY 5.50' 1-7116"0 HOLE 24STALL 1 ' x 1 " x ' HDG WASHER PLATE AT ANCHORS8 2.318" HOLES FOR 110 MPH ' 2- 5116"0 HOLES—/0' OLES TYP. IEA. SIDE ALUM "T" BRACKET STEEL "T' BRACKET 5 MAR 24; ALUM. ALLOY 6063-T6 "H" BRACKET r--(4)-SOS 25412 3" x 8" ALUM. RAFT. BRACKET -1 3" x 8" ALUM. HEADER HEADER BRACKET l / 1 IAPMO EVALUATION DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 1/102011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO COLUMN/ 10,20830 pet DURALUM PRODUCTS, MC. ES- SCALE: NONE POST TYPES HORIZ. WIND = (26'ALPINE AVE., SACRAMENTO, 96828 REVISED BY: RANCHO CUCAMONOA, CA 961 741-2107 t ) 90, 100 8 110 MPH 919 462.7021 FAX 403.1518 sales d95U6.w ® SHEET 5 OF 33 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 50° WALL ASEETABLE RS 300' 076 2.7401. OB ° 33" I Y .n5 I Mr �-WALL FASTENERS SEE TABLE 1.75" O ROLLFORMED HANGER . CONTINUOUS A. RAIL ; (WHERE OCCURS) i A34 R.F.,OFt-EXT. HANGER SEE CHANNEL, .2X OR 3X — RAFTER BRACKET. Ir, 1LUM. PANEL 2X OR ZoB=SDS25412 3x ALUM. RAFTER 18'-B" FASCIA BOARD EXIST. \ ALLOWABLEPROJ. _ _EXISTINGE, (y 4".wF(IALUMALLOY .281" 63-T6 .OB O " EXTRUDED HANGER CHANNEL Stt TAII:Wt tltLUW UVtKHANU (24' MAX.) EXISTING EAVE CONNECTION SEE TABLE ING ANGLE ___ . - RAFTER' T- #14 SMS ® PANEL LOCKS OR #8 SMS AT EA. CONTACT T=.080" - WALL FASTENERS SEE TABLE ROOF PABJEL CONTINUOUS A. RAIL ; (WHERE OCCURS) DESIGN 18" O.C. CELL AT FASTENER) ORCONC. 014 SMS 0 EA CONTACT AL'UM.ALLOY 6063-T6 APPROVED 3" OR 4' ALUM.ALLOY INSUL ROOF PANEL 6063-T6 WALL CONNECTION � I.R. HANGER I \. HANGER / RAIL FASTENER TO FASOIA, WALL (STUD, MASONRY OR CONC. ,,,WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN 18" O.C. CELL AT FASTENER) ORCONC. 1 LL=10 LL=20 LL=30 LL=10 LL=20 UL=30 LL -40 LL=20 LL=30 90 A IB B C D D E E F 100 A IB B C D 0 E E F 1110 A B 8 C D D E E F LL=20 DESCRIPTION OF LAG SCREW SEE NOTE; BELOW Ir, A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24" O.C. MAX. ZoB=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24" O.C. MAX. 18'-B" C=SDS25412 AT EACH STUD, i6' O.C. MAX. tyw D=318"0'x 4" LAG SCREW AT EACH STUD "E=318'0 x 1 118" AT 16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 24" O.C. "F=318.0 x 1 118" AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 8'-10" "HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26 SHEET 1 EXIST. RAFTER o ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) LL=10 LL=20 LL=30 2"x 4"1'-6" FULL OR 2"x 6"V-6" NOTCHED 16" O.C. r TO DRAIN 1 B'-8" 18'-B" 14'-2' 2'-0" 14'-0" 12'-S" '9'-7" 24" O.C. 12'-S' 11'=8" 8'-10" T-0" 9'4" 7'4" S'-7" 2"x6" FULL OR 2"xB" NOTCHED 24" O.C. 2'-0" 19'-11" 19'4" 14'-B. 2"x8" FULL OR 2"x10" NOTCHED 24" O.C. 2'-0" 31'-11' 31'-11" 25'-W NOTE: 2x6 DF -L #2 LEDGER MAYBE INSTALLED WHERE NEEDED TO EXIST. WALL AT WD. STUDS (16' O.C.) DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL=15psf RLL-20psf THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11. 1.3 AND 11.1.4. RESPECTIVELY. THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SDS FASTENER TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUATION REPORT. 2 42011 No. 37948 I� 3/18" 8• 0 STEEL 0 1/4'0 HOLES,TYP. 1 112" 10# L L.-(2)#14 SMS EA. SIDE 20#130#L.L.=(2)#14 SMS EA. SIDE o U -BRACKET HANGER CHANNEL OECK/RAFTER SPAN TABLE 1 114" _ 3f4" UK 1 1i2" NOTE: PROVIDE WATER PROTECTION, METAL FLASHING I 2" x 6 112' OR CAUCK JOINTS AND SLOPE 5' MIN. 3' x B' ALUM. r TO DRAIN RAFTER TYPICAL BRACKET AT EVERY 2x 1314' OR 1 1/2' v ' I FOR SPAN SEE ALLOWABLE TOM CAMPBELL & ASSOCIATES, INC. HANGER CHANNEL OECK/RAFTER SPAN TABLE EXISTING WOOD STUD FRAMING TH REPORT NUMBER DATE: 1/10/2011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 2x6 OR 2" LEDGER 10.28830 a1 HORIZ WIND - 2 EACH 1/4'0 x 3-1/2" LAG SCREWS L.L:=10 psi E9 2 EACH 7/16'0 x 3-1/2" LAG SCREWS L.L =20 AND 30 psfZ RANCHO CUCAMONGA CA (951) 741x107 r(34x3W S }#14x1 3/4'(2' XM MIN. PENETRATION INTO COVEREXISTING WOOD STUD) NOTE: USE LEDGER WHERE RAFTER SPACING EXCEEE,D3SSEXISTING STUD SPACING NOTE: BRACKET SEE �FOR ATTACHMENT NOTE: PLACE'SIKA MATERIAL BETWEEN BRACKET AND COMP. MAY BE MOUNTED \\'JJ RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL BELOW RAFTER W/ SAME CONNECTION'S. WALL CONNECTION O O BRACKET CONNECTION 1APMO'.EVALUATION DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. HANGER CHANNEL uvE LOAD = PATO COVERS STEM AS MFG. BY: REPORT NUMBER DATE: 1/10/2011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET 10.28830 a1 HORIZ WIND - DURALUM PRODUCTS, INC. 0269 ALPINE AVE. SACRAMENTO, CA 95826 E9 REVISED BY: RANCHO CUCAMONGA CA (951) 741x107 ATTACHMENTS 90. 100 & 110 MPH(916) 462.7021 FAX 409.1619 aelea®dumlum.com COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS EMBED. 18" 18' SQ. 12" BOLTS ALUM."RACKET USE WITH 21' SQ. 12" 23' 8 24" CUBE (2).12'0 31/4' '1' BRACKET 25* SO. I POST TYPE S.C,D, OR E 2T -3W CUBE (4}12'0 STEEL POST ONLY: 24" 28" SQ. 20' 26" C� 3 -SQ. POST W! 23" STEEL'7'BRACKET USE WITH POST TYPE B,c,D,E,F,O,H,J OR V. (4).518.0 4- USE POST TYPE F. O, H. J OR K �3) 5/8'0 BOLTS R POST TYPE 9 �� 25' (2}1N2 SMS EA. 3"SQ. POST SIDE OF POST OR 3' SO. POST LUM. MRACKET: USE (2}318.0 Han 30" 39' SO. 28' 32" 43' SQ. 4 8' 40" - 42" CUBE 1/4" M.B. THROUGH ' POST 4 3/4' KWIK OR EQUAL KET:FOR 12 DEPTH OF 32• NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. ((�2}} 1;20 BOLTS zzz�1 ALL OTHER 16"INSERT 40" 60" SQ. 39" BELOW USE 01CiILn icwlK FOOTING OR 1 CONDITIONS -0 S• X* IBB' (2}t!4"0 POWERS WEDGE SEE NOTES BOLTS OR EQUAL 12' MIN. EMBD. ASTM A38 BOLTS+ OR EQUAL, EACH 2 X• EMBEDMENT DEPTH FOA KWIK BOLTS) �; '' � 11 STEEL BRACKE�TTOSLAB. +!' I !• 9 � T.O.C. MINIMUM DISTANCE TO ;� I a� ^'' I 'S EDGE OF SLAB -4"OR �3 u�1 3 TO CRACK - 10' .. , C :•n 1 to zd ASTM A572 6TEEL (1 �' MIN. EMBEDMENT) . a DE H 4 11 1/2'OM.B. x LONG, 1' ?::�•.'� i N 1n 3/18' SLAB SHALL BE IN `" '�! Y '• v POURED CONCRETE FOOTING SEE NOTE FROM END �� L� • p o GOOD CONDITION OFPOST 3" SQ. POST (STT-.) 3 112" MIN. FOR FOOn4N.-FOOTING POURED SQUARE SEE FTG. OR FLUTED OR 4" SQ. POST (SIl) SCHEDULE QUAR CONCRETE SCHEDULE IN BEAM INSERT IN BEAM SPAN TAStP SPAN TABLE PL.5/6'THK. EXISTING SLAB O '3" SQ. POSTS TO CONC. FOOTING CID ARE POST ED O INTOPOOTING 112' B' 11/2' ATTACHED ALTERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS CUBE SIZE SO. 48" DEEP ' CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. 18" 18' SQ. 12" BOLTS 20" 21' SQ. 12" 23' 8 24" CUBE (2).12'0 31/4' 22" 25* SO. 18° 2T -3W CUBE (4}12'0 3114" 24" 28" SQ. 20' 26" 32" SO. 23" 31'- 34' OUSE (4).518.0 4- 28" 35" SQ. 25' 33` - 39' CUBE (4)-3/4'0 4314' 30" 39' SO. 28' 32" 43' SQ. 30' 40" - 42" CUBE (4)-314.0 4 3/4' 34" 47" SQ. 32• NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. 36" 51" SQ. 34' 3B' 55" SQ. 37' 40" 60" SQ. 39" 42' 64" SO. 41" 44•' 69' SQ. 43• 'CUBE FOOTING W14"SLAB NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED MOTES: 1. DO NOT USE ALUM. "T" (BRACKET WITH 3X8 BEAM W/INSERT, MAG BEAM, 4' OR 7" I -BEAMS. / 2. POST TYPE E 1NS7A�L WASHER PLATE. 2'X)VX'6&AT STEEL T BRACKET. 3. POST TYPE F DO NOT USE STEEL'= MAR 2 4 2011 BRACKET W17- IDEM WELDED STEEL BASE PLATE 1 BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 B'SQ.x5/8' 1 B, C, D. F. G,&H FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE) (4)- 3/4.0 HILTI KWIK BOLT TZ STAINLESS 9"119'x 3/B" STEEL PER I.C.C. ESR -1917 OR EQUAL (4 3/4" EMBEDMENT DEPTH) IAPMO EVALUATION DRAWN BY_ E.N. TOM CAMPBELL & ASSOCIATES, INC. COLUMN LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE:1/1DR011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGOJEERING sUaFACE MOUNT AND EMBEDMENT 10,2083opar HORIZ. WIND = DURALUMPRODUCTS,INC. 8288 ALPINE AVE., SACRAMENTO, CA 85028 ES REVISED BY: RANCHO CUCAMONOA CA (Bb1) 941.2107 90,100 B 110 MPH (818) 482-7021 FAX 403.1518 salsa®durelam.00m SHEET 10 OF 33 1.79" Vr 2.57" 2.19" 2.08" 038" R.F. GUTTER FASCIA -ALUM. ALLOY 3004-}i36 A 6.5" ROLLFORMiEID r 3' -1 SPLICE WHERE OCCURST4" TYP. ALUM. ALLOY 6063-Tfi �\ 4" I -BEAM n [-- _T 042" 8" ALUM. ALLOY 3004-H36 O OR EQUAL 3 x 8 BEAM W/ STL. INSERT LHEADER ---BEAM - TYPES —& `ATTACHIVaENT -DETAILS- n I SPLICE WHERE OCCURS 2.04• 065" TYP. 2.r ALUK ALLOY 6063-T6 4.5" GUTTER 4" 1 No. SPLICE WHERE OCCURS ALUM. ALLOY - 808&T6 O 71 I -BEAM MAX. 3" .042" ALUM. ALLOY 3004•H38 T OR EQUAL DBL. 3 x 8 BEAM O SPLICE WHERE OCCURS 085• TYP. SPLICE WHERE OCCURS 241011 ALUM. ALLOY ALUM. ALLOY 6083-T80 6083-T6 \� MAG. GUTTER [ Z 2" s.6• rn .024" —► --*—.032* .042" F ALUM. ALLOY 30044136 OR EQUAL J .2 x 6 RAFTER MAX 3" —� '042" J_T ALUM. ALUOV 300d -H36 OR EQUAL DBL. 3 x 8 BEAM )BL. -3 x 8 STL.-IN MAG BEAM O .032" ALUM. ALLOY 3004-H36 OR EQUAL e 3.00" SQ. 14"R TYP. L.28" ASTM A653 GRADE 40 3" SQ. STEEL BEAME 3.0" —� .042" 8.0" ALUM. ALLOY 3004-H36 OR EQUAL DBL. 2 x 6.5 BEAM 1 3 x 8 BEAM 0 625„ r —i 375" T-14GA 7.9 5" ASTM A653 GRADE 60 T = 0.125' 8. 6" ALUM. ALLOY 608376 .6 5" 375" 2.875" 3 x 8 BEAMOO ` 7" i -BEAM "C' STEEL INSERT I SPLICE/ INSERT IAPMO EVALUATION N. DRAWN BY: E.N.OM CAMPBELL 8 ASSOCIATES, LIVE LOAD = ATIO COVER SYSTEM AS MFG. 6Y: REPORT NUMBER DATE: 1/10/2041INC. SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TYPES 10, 20830 psi DURALUM PRODUCTS, INC. 1(916)452-7021 ES- .. REVISED BY: RANCHO CUCAMONGA. CA (951) 741.2107 HO00 WIND = 90, 100 8 110 MPH 8269 ALPINE AVE., SACRAMENTO. CAS5826 FAX 4031519 setesQduralum.com SHEET 11 OF 33 2.1114 x 112"S.M.1i. EACH S1DE OF 3' . OS(4TAL) ALSDTERNATPT :.TD114.0 6OLT WI WASHER EA. SIDE OF 3' 30. POST _LLln O ` 0. 2.35' 3' SO. POST 2-014 x 1/2' S.M.S. EACH SIDE OF 3' So 'POST 4TOTA'L ALTERNA ' 1014'0/ OLT WI WASHER EA. SIDE OF 3' SO. POST SEAM TO POST CONNECTION DETAILS ' x 8" x .042" BEAM. 'SO. STEEL OR IAO BEAM. (4)-#14 SDS @ EA. SIDE TOP & BOTT. TOT.=16 MAR 2 4 2011 X 3" ALUM. OR TEEL POST 3.00' 3' SO. POST OR .240' Y GUTTER FASCIA MAG BEAM 3' SO. POST 3's0. STL. BEAM 13 H BRACKET TO POST ALUM. ALLOY 3105-H25 1.50" .28"ftZ' 2„ / 18 #8 x�2 "SMS,2 4/2' P2 1 1/2" SO. OR 2" LATTICE TUBE ALUM. ALLOY 3105-H25 .28" � Y 11/2" SO." 2" SO., OR 2"x3" LATTICE Q 3" O.C. MIN. TO B"O.C. MAX. O 17 2' AW LATTICE TUBE LATTICE TUBE TO RAFTER "L" FASTENERS 1'-0" 4 - #14 SDS T-0" 6 - #14 SDS 3'-0" 12 - #14 SDS FASTENER SPACING - 3/4' #14 x 1/2" S.M.S. TOP 8 BOYO. (2}TOT. ROOF PANEL ROLLFORME13 OR - EXTRUDED GUTTER #14 S.M.S. ®12"O.C.- FASCIA 81)2"x2"x.024 — No. 1 FASTENER TO FASCIA. SEE TABLE —FASTENER TO RAFTER TAILS - SEE TABLE Rz— OPTIONAL LATTICE TUBES 0 of v GROUP FASTENER 6 1/2' Oo ALUM. BRACKET X 2" 1' "L" SEE TABLE RAFTER "TAIL" TO GUTTER 5 (4) - #14 x 3/4"TEK SCREWS BRACKET TO RAFTER 1/2" MIN. (4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS BRACKET TO BEAM 18 "U" BRACKET - RAFTER TO BEAM DRAWN BY: E.N. IAPMO EVALUATION TOM CAMPBELL &ASSOCIATES, INC. L1yE LOAD- PATIO COVER SYSTEM AS MFG. BY: DATE: 1/10/201/ REPORT NUMBER SCALE: NONE BEAM TO POST COMMERCIAL AND RESIDENTULL STRi1CTURAL ENOMEERINO EN7 ATTACHMENT 10.20830 pef HORIZ. WIND = DURALUM PRODUCTS, INC. 8289 ALPINE AVE., SACRAMENTO, CA 95828 1(916)452-7021 ES- REVISED BY. RANCHO CUCAENTIAL CA (951 RAL I Bq 100 8 110 MPM FAX 403.1819 sales®dumlum.mm SHEET 13 OF 33 SPLICE DETAILS CII BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT 1 , 1 jEi0SMIS II #12 S.M.S. II TYP. THICKNESS =.035 (24 TOT TYP. THICKNqGS =.035" 11 6. 6• II + 11 + f ++ + + 11 + + ++ ALUM. ALLOY 3004-1838 ALUM. ALLOY 5004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR 8T1 ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES -' ROLLFORMED & EXTRUDED FASCIAS NOTE:: OF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12` SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED , I TOTAL= (8)-1/2.0BOLTS I SPUCE WHE OCCUR ALUM. ALLOY 6OB3-T6 4!'] -BEAM MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. I SPLICE WH occu ALUM. ALLOY 60B3•T6 7"1 -SEAM MOMENT C -SPLICE (VALLE10SY. M.M. NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR I -BEAM ALUM ALLOY SO. POST,CONNECT WEB (6081-T8) ALTERNATE TO POST W/(2)-1/2.0 1 STL C -BEAM THRU-BOLTS SO. POST BEAM TO POST CONN. #12 METAL w TEKSCREV STAG FLANGE ROOF PANEL 4'x3'ALUM .'1-BM.OR / 7'x4• ALUM.'I' BM. J 1/4'0 M.B. BEAM BRACKET 2-31810 M.B. THRU STL. T ®RACKET TO POST. POST, SEE SCHEDULE --- Y— ALTERNATE BEAM TO POST CONN. IAPMO EVALUATION DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 1/108011 SCALE: COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO BEAM SPLICE DETAILS 10, 20 8 30 psl OURALUM PRODUCTS. INC. 1(916) ES- NONE REVISED BY: RANCHO CUCAMONGA. CA (951) 741.2107 HORIZ. WIND a 90,100 8 110 MPH 8269 ALPINE AVE., SACRAMENTO, CA 96828 452-7021 fAX 403.1619 selesQdurelum.eom SHEET 12 OF 33 DOUBLE RAFTER CONNECTION DETAILS BEAN( TO POST CONNECTION BEAM SPLICE TO OCCUR DIRECTLY OVER 5/8"0 PLASTIC POST. NOT PERMITTED PLUG WHERE 1 1/2" OR 2"LATTICE #6 S.M.S. MAR 2 41011 !2 6 SCREWS I @ 2 -POST UNITS SCREW 1S INSIDE ALTERNATE 1/2" DOUBLE RAFTER- PER SIDE 1 BOLT CONNECTllD PLAN �QF SS/O 5^ #14 SMS MAY ALTERNATE: BE USE AS 4RAFTEIR TO414 S.M.S.Q �,q�� 3.5" 3.5" ALTERNATE TO 114"0 BOLTS0 CONNECT. (C PS "'�A Fy 3.5" 3.5" 114"OLTS 5" 8" BEAM 3"x 3"STL.POST (24") INSERT ATTACFISD OR 3"x 3'STL.POSTCOLUMN FOR FREESTANDING _ Z 4.5' Olk 6' oALTERNATE! (2}2x6.5" OR (2)3"x8"HEAE (2) -1/2 -BOLT 2 k 8.5" SIDEPLATE am DBL. RAFTER / DBL. HEADER CONN. @ #8 S.M.S. EACH SIDE r-- LATTICE 11/2" OR 2" 2"x6.5" OR 3"x8" RAFTER ALTERNATE. 1/2"BOLT ALTERNATE: (2} #14 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER ALTERNATE: 3"x3"x0.024" (1) - 1/2' BOLT OR CONNECTOR (2)- #14 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. 20 'R'j ElQ OR 6-#14 SMS EACH SIDE 14 SMS EA. SIDE TOP, MID HEIGHT AND BOTTOM. 6 112" SIDEPLATE EA. SIDE SEE POST SCHEE POST BETWEEN SIDE PLATES BEAM TO POST CONNECTION 21 POST SCHEDULE -11 3" SQ. x .032" + 12)-2" x 6112" x .024" 3" SQ. x .032" + (2)-2" x 6112" x.032" W1(6)-#14 S.U.S. EACH SIDE. W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. EXIST(NG ' SHEATHING DBL. 3'X8"X.042 BEAM OR DBL. 2"X6.5":X.032" BEAM 3 2"x8' LEDGER i F (NEW OR EXIST.) - o q� SDS25442 (EXISTING V STUCCO OR EQUAL 2.5" PENS. INTO EACH WOOD STUD EXIST. STUCCO / LEDGER ATTACHMENT DETAIL 22 �— 5/6" o ACCESS HOLES INSTALL 6 - #14 X Y4" 3" SQ. POST LONG SDS @ EACH HEADER TO COLUMN (12 FASTENERS PER COTINECTION) DOUBLE HEADER TO COLUMN DETAIL 23 IAPMO EVALUATION DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD" PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: vmn0 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 1n, 201130 ps1 DURALUM PRODUCTS, INC. ES- SCALE: NONE CONNECTlON3 MOR12. WIND = 8288 ALPINE AVE., SACRAMENTO, CA 95828 REVISED BY: RANCHO CUCAMONOA, CA (861) 74+•2101 80, 1008 110 MPH (918)452.7021 FAX403.1518 sales®dulelum.eom SHEET 14 0F 33 MINIMUM NUMBER OF REQUIRED COLUMNS FOR ATTACHED 'OPEN LATTICE & SOLID COVERS DRAWN BY: E.N. } 5o 2"X6.5"X0.024" SIDE PLATES POSTo 1 } 2"X6.5"X0.032" POST SIDE PLATES Q DATE: 1/11/2011 90 MPH 100 dNPH 110 MPH 90 MPH 10O MPH 110 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. IB iEXP. C EXP. B EXP. C 4' 2 2 2 2 3 2 4° 2 2 2 2 2 2 5' 2 2 2 3 3 2 6 2 2 2 2 2 2 6' 2 3 2 3 4 3 6° 2 2 2 2 2 3 7'. 2 3 3 4 4 3 T 2 2 2 2 2 3 8' 3 3 3 4 5 4 8' 2 2 2 3 2 3 9' 1 3 4 3 5 6 4 9' 2 3 2 3 1 2 4 10' 3 4 4 5 6 4 10' 2 3 2 3 3 4 11' 4 5 4 6 7 5 11' 2 3 2 4 3 4 12' 4 5 4 6 7 5 12' 2 3 3 4 3 5 13' 1 4 5 5 7 8 6 13' 2 3 3 4 3 5 14' 4 6 5 7 8 5 14' 3 4 3 4 4 5 15' 5' 11 6 5 1 8 1 9 1 6 15-1 3 1 4 1 3 5 4 6 * SEE SHT.114 FOR POSTTYPES Q�QFESSI o � 2 No. 7848 n its C IAPMO EVALUATION DRAWN BY: E.N. TOM CAMPBELL S ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS G. B REPORT NUMBER DATE: 1/11/2011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING MINUMUM 10, 20 8 30 psf ®URALUM PRODUCTS, INC. [916),152-7021 ES SCALE: NONE FE'QUIREO COLUMNS HORZ WIND = 76999 ALPINE AVE., SACRAMENTO, CA 95928 REVISED BY: RANCHO CUCAMONGA, CA (951) 741.2107 90, 1000 8110 MPH FAX 4D3.1519 ealesQdwslum.eom SHEET 15 OF 33 I 10# L.L. 90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C I * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS MR 2 4 2011 QEt FES ON COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE OS SELECTED BEAM. N NOTE: FOOTNOTE: 'SAMPLE" 4FCAUF���\P FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B FlG9JRE INDICATES EXPOSURE C WHERE SLAB OCCURS, CUBED FOOTING SIZE :MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 26 FOR FREESTANDING U;PMO EVALUATION DRAWN BY: E.N. 3" SQ. STEEL BEAM DBL. 3"x8"x,042"BEAM DBL.2"x6.5"x.032" BEAM 3"x81 BEAM WINS RT DBL. 3"x8" BEAM LATTICE POST SPACING TABLE } PATIO COVERSYSTEM AS MFG. Y: OR 3"x8"BEAM EACH W/ A 3"x8" STL. INSERT >- d n MAX.COL. FREESTAND ATT. FREESTA'ND ATT. MAX.POST MAX.POST FREESTATJD ATT. FREESTAND •ATT. FREESTAND ATTACHED MAX.POST MAX.POST MAX.POST I MAX.POST o 3 SPACING ON SLAB* SPACING SPACING SPACING MIN. SPACING MIN. MIN. SPACING MIN WACINO MIN MIN �G' (SPAN) �G' FTG. FOR DBL. FOR 3' x 8' FTG. �G' �G' FTI. �' G' (SPAN) O' ® RANCHO CUCAMONGA, CA 881 741-2101 ( ) AND ATTACHED 10 0 L.L. 90 MPH (SPAN) POST POST POST POST (SPAN) POST POST (IN.) ((N.) (IN.) (dN.) '2'x6.6'x.032" SEAM (!N.) 11N.) (IfC) (IN.) (IN)((N') (910) 462-7021 FAX 403.1618 sales@duralum.mm SHEET 26 OF 33 TYPE TYPE TSE TYPE TYPE TYPE 4, 17'-0" 121-2"11'-9„ 30 (� 1213 20'-0i9-1" 30 (� 1416 14'-0^�3.-4" 14'-2'13'-6" 30 G 1214 28'-4'_10" 30 G 1517-35'-1•, 37 G 1i9 B 4' 5' ) 3'-7" 11'-4", 31 (� 12 17'-1 11 " 31 G 14 12'-8" 12'-8" 31 (� 13 23'-3" 31 (� 16 32'-1 36 G 18 B 5' 10 -91 " 14 17'-1 16 11'-11" 12 -1" , " 15 22 -2 18 31 -4 " 2O0 E 6' 11'-4" 10'-80'4" 33 (� 1315 16'-415,-7" 33 G 1 17 111- 11_719'-0" 33 G 1315 21,-20'-3e 33 G 1 ;e 38-28'-8" 35 G 18 B 0'-11" 1 E 7' 9'-8" 10'-1" 34 G 13 15'-2" " 34 G 1a'-8" 15 10'-7" y- 34 G 14 19'-8" 34 G 17 27'-10. 34 G 19 B 7, 9'-9 " 15 14'-5 17 10 1 10-2" " 15 18'-9" 19 26 -6 " 21 E v3' 8'-6" 9'-8" 35 G 14 14'-2" 35 G 15 9'-11" 90'-0" 35 G 14 18'-5" 35 G 17 2'8-0" 35 G 19 B 8, 9'-4" 16 13'-6" 18 9'-5" 9'-6" 16 1.7'-6" 19 24'-10' 22 E �, 7'_7" 9'-3" 37 G 14 13'-4" 37 G 16 9'-4" 9'-51, 37 G 14 17'-4" 37 G 17 24',6" 37 G 19 E 9' 9'-0 „ 16 12'-9" .- " 18 8 11 9'-0 " 16 16'-6" 20 23'-5" 22 F 1®' .g'-9" 9-0' 38 G 14 92'-8" " 38 G 8'-11" 16 B'-10" .- 38 G 14 18'-5" 38 G 18 29'-3" 38 G 20 E 10' 8 -8" 16 12'-1 18 6 5 8'-6" " , " 16 1'S -8 20 22'-2 " 22 F 1.1' 6,_2" 8'-a"8.�" 39 G 1517 12'-111-6" 39 (� 16 8'-5" 8'-8" 39 G 1517 1614'_11„ 39 G 12p1 21'-2" 39 G 20 11' 9 8._1" 8'_2" 3 F 12' S'_8" 8-5'8'-0" 39 G 1517 111 71'-0" 39 G 1719 8'-1" 8-2" 39 G :1517 15,04,_4" 39 G 1 21 21'-31--20'-3„ 39 G 20 E F 12' 7'_9" 7,_9" 3 13' 5'_2" 8111,- 40 H 1517 11'-1 40 H 9 719 T_9" 7'10 -"7,-6" 40 H ,1517 �' 40 H 121 y , 40 '12123 E 3, 7' p,_7„ T-2" 13'-9" 19'-5 F 14' 4'-10" 7-9 41 H 15 1p -e" 41 H 17 7'-4" r-7" 41 Fj 15 3-1 41 H 1s s-6''_ „ 41 H z1 7 5 17 10'-2" 19 8 8 7 -3" 17 13 -3" 21 18 9 24 F 15' 4'_6" 7'.6" 42 H 1518 9 0 as' 42 H 1 20 6-10° r -a" 42 hI 159 a 3 42 H 1 �1 1 s -� a 42 H 2124 E 15 —'7'-2- -10„ 6, 3" a. -p" 7 z'-1 pe 6'_1 F * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS MR 2 4 2011 QEt FES ON COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE OS SELECTED BEAM. N NOTE: FOOTNOTE: 'SAMPLE" 4FCAUF���\P FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B FlG9JRE INDICATES EXPOSURE C WHERE SLAB OCCURS, CUBED FOOTING SIZE :MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 26 FOR FREESTANDING U;PMO EVALUATION DRAWN BY: E.N. TOM CAMPBELL &ASSOCIATES, INC. LATTICE POST SPACING TABLE LIVE�OAO. PATIO COVERSYSTEM AS MFG. Y: REPORTNUMBER DATE: 1/102011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGOJEERNO FREESTANDING 10.20830 pal HORIZ. WIND = DURALUM PRODUCTS, INC. 8268 ALPINE AVE., SACRAMENTO, CA 86828 ES- REVISED BY: RANCHO CUCAMONGA, CA 881 741-2101 ( ) AND ATTACHED 10 0 L.L. 90 MPH 00.100 & 110 MPH (910) 462-7021 FAX 403.1618 sales@duralum.mm SHEET 26 OF 33 10# L.L. 100 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x:032" BEAM 3"x8" BEAM w1INSERT DBL. 3"x8" BEAM OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT a 5o MAX.COL. MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. A71AX.POST FREESTAND 'ATT. MAX.POST FREESTAND ATTACHED 5 m� SPACING ON SLAB* SPACING (SPAN) SPACING FT P 1087 FTG. SPACING FOR DBL. SPACING FOR 3' z B' FTG. MIN.�C'' SPACING FTG. POST FTG. SPACING O FTG. MIN, I08T FTG. POST m` 3 FT{,. COSTC'• �N•) (IN.) (SPAN) (IN.) (IN.) 2'x8 5"x,032' BEAM (IN.) POST ON.) (SPAN) ON.) (IN.) (IN•) (IN') TYPE TYPE TYPE TYPE TYPE TYPE 4' 17'-0" 12'-0'1,-6,. 3'0 1314 19'-718-6" 31 G 1517 13'-411'-©" 13'-105.1,, 30 1798 25'"24.-0,. 33 G 1�6 36=3'4,_0" 37 G 1 26 B 4' 5' 13'-7" 11'-2" 31 13 17'-6" „ 31 G 15 11 11 �_ " 12'-5" 1 G 17 22'-9" 32 G 17 32'-2" 35 G 19 B 5, 10'-9' 15 16-6 17 9 1�0 11=8" 18 21 �" 19 30'-5" 21 E 6' 11'-4" 10' 6'0,-1" 33 IG 1415 16'-015,-1" 33 G '1618 10' 10'9'-0" 11'-4"10•-8":, 33 18 20'-99.7" 33 G 171 29'-4-27=9" 35 C7 19 B 6, 17 � 2 E 7' 9'-8" ! 9'-119,_7" 34 G 1416 14' 104,_0„ 34 G 1618 10=1"6,� 10'-6"�-11" 34 1898 19'";8,-2„ 34 G 12,0 27'-25,_8^ 34 G 120, B 7. 2 E 9'_6" g5 G 15 13'-1 " 35 (� 17 9'-5" 9'-9" 35 G 19 18'-0" 35 G 18 25'-5" 35 G 20 B a, 9'-2" 17 13'-1" 19 7'-9" 9'-3" 20 17'-0 " 20 24'-0" 23 E 9' 7'-7., 9'-2", 37 !C7 15 13'-1" 37 G 17 8'-10" 9'_3.. 37 G 19 1'7'-0", 37 G 18 24�U"� 37 G 21 E 91 8 -10 17 12-4" 19 T-4' 6 -9 " 20 16 -0" 21 i 22 -8 ^ 23 F 10' 6'-9" 8'-108, 38 G7 1517 12'-5'11'-8" 38 G 1719 8'-5" 8'_9, 38 G 1 16'-15'-2, 38 G 1929 22'- 21'-6" 38 G 2124 E 10, 7 -� 8_3" 21 F 11' 6'-2" 817" 39 H 1618 111-111,_2" 39 H 1 8'j0 B,�e 39 H 115-4-14'-6" 39 H -;:-21E-11, 39 H 2124 E 11" 8'-1" 20 6'-8' T-1 a" 1 20'-6" F 12' S'-8" 8'-3"7 39 H 1618 11'-410'-8" 39 H 1 7-8" 8'-0" 39 H 1 39 H 1 22 20'-99._7^ 39 H 22 E 12' 9" 20 6'-4" 7'-7" 1 13'-10. 24 F 13' S'-2" ; 7'-11; 40 H 1618 10'-100.3" 40 H 1 20 7'-8 7-8' 40 H 22 1 13'-4" 40 H 2 19,18'-1i1 40 H 2225 E 13' 6" 6,-1" 7,-3" 22 F 14' 4'-10" 7 -7 41 �--�A1610 -69'-1141 H 1 7.0" 7 -5" 41 H7 1� 1 2 9 2225 E 14' . 7.2^ 20 5'-11" 7,-0 22 12'-10 22 4 8'_2, F 15' 4'-6..: 7 -`}6'-11„ 42.IH10'-19.-6" 42 a 1 21 6-6 7 �2 4.2 H 13 42 H 2 18 42 H 2 E 15' 5, 8" 6,_9„ 2 12'-5^ 22 17'-6„ 25 E * THE MAXIMUM OOLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS OR THE POST SPACING SHOWN FOR THE MAR SCOLUMN ELECTED BEAM.MAXIMUM t�QRS IESS/O 2 4 2011 N 9 n FOOTNOTE: "SAMPLE" SOF NOTE: CA1 �F� FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B —a WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C MAY BE REDUCED 9'EACH SIDE FOR FREESTANDING ONLY. ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SEE ALTERNATE FOOTING TABLES SMT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING IAPMO EVALUATION DRAWN BY: E.N.LATTICE DATE: 1/10/2011 TOM CAMPBELL & ASSOCIATES, INC. POST SPACING TABLE LIVE LOAD- 10. 20 8 30 ps1 ATIO COVER SYSTEM AS MFG. BY: URAL)M PRODUCTS, INC. REPORTNUMBER ES- IREVISEDIBY: SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA (951) 741.2107 FREESTANDING AND ATTACHED H6RIZ WIND" 80. 100 6110 MPHSHEET 89 ALPINE AVE., SACRAMENTO, CA 95828 PIS) 27 OF 33 70#LL 100MPH d52J02i FAX 403.1519 sales®dumlum.c"m