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11-0250 (PC)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description: Property Zoning: Application valuation: Applicant: 11-00000250 51351 AVENIDA BERMUDAS 773-104-017-6 -000000- PATIO COVER - COMMERCIAL MAJOR COMMUNITY FACILITY 2394 T4&t 4 4 Q" Architect or Engineer: P I.& BUILDING & SAFETY DEPARTMENT BUILDING PERMIT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: 13 License No.: 770843 Date: ntractor: O ER -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)•: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. .7044, Business and Professions Code: The Contractors' State License Law does not apply'to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). I—) 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: .1/y Lender's Address: M i^ LQPERMIT Owner: CITY OF LA QUINTA P O BOX 1504 LA QUINTA, CA 92253 Contractor: LIFETIME PATIOS PO BOX 5806 LA QUINTA, CA 92248 (760)777-2650 Lic. No.: 770843 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 3/15/11 D MAR 1 ti 2011 ; TY OF LA QUINTA 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. Y—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 SOUTHERN INS Policy Number WSIO040134-01 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, a d agree that, if I should become subject to the workers' compensation provisions of Section 400 of the Labor Code, I shall forthwith comply with those provisions. Plate: t ppliC. WARNING: FAILURE TO SECURE WORKE iMPENS ION 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 comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county t enter upon t above-mentioned pro art for inspection purposes. {fat/e: nature (Applican or Agent): Application Number . . . . 11-00000250 PermitPATIO COVER PERMIT Additional desc . Permit Fee . . . . .00 Plan Check Fee .00 Issue Date . . 3/15/11 Valuation . . . . 2394 Expiration Date . . 9/11/11 ---------------------------------------------------------------------------- Special Notes and Comments 180 S.F. WESTHERWOOD OPEN LATTICE SHADE STRUCTURE ATTACHED TO FASCIA. 2010 CODES. Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total .00. .00 .00 .00 Plan Check Total .00 .00 .00 - .00 Grand Total .00 .00 .00 .00 LQPERMIT Mar 10 11 04:58p Joanne Tunstead 7603451922 p.1 L- A ,� liw+e ro111fi7a7 IFE 1T ILVI(E� HOME IMPROVEMENT CONTRACT ==-PATIOS License No. B-770843 CUSTOM SHADE STRUCTURES Job No.110300 General Building Contractor PO Box 5806 Shordd btW wish to m rclw their 3 -Day Right to Cancel, the'Notice of Cancellation' mEy be sat to this address: La OUinta, CA 92248 O_. Na— o­e""m— (760) 772-Ml3 - (800) 739-7072 City Of La Quinta 78495 Calle Tampico Fax(760)345-1922 0~, ay zip Cd. o.,."r"�"1pm" ownw.WAW Pr_ www.lifetimepatios.com La Quinta '92253 760 777 7000 P1*0Ald.— 61--51 AUd ,401"043P-;"1cr P-j-daccao" wq'nw.- caw Police Sub Station La Quinta 92253 Same 3/10/11 UWE, Ite Ovaner(s) of the premises described above authorize l ifetime Patios, hereinafter tefiN, to as "Contraction', m fu ish all materials and labor necessary to irnprm the a Bove premises in a good. workmanlike and stslaudlal manner according to the follaw;rlg terns, spesfcations and p vdisims: a. Desaatian of the Prosect and Pmriotlon of the Signircant Materials to be Used and Egufcment to be Installed: To furnish laborand materials necessary to construct, per plans and manufacturer's specifications, approximately 18OSq.Ft. (8'x 22.5) of Weatherwood Open Lattice Shade Structure per homeowner -approved design. Structure lobe installed attached to fascia. Materials: As listed below. SelectedColor: Sandalwood 2" x 2" Lattice wl two inch spacing and beveled end caps. 3"x 8"HeaderBeamwi FlatEnd Caps. 2"x 6.5' Rafters w! Flat End Caps. 3"x 3" x 8' Posts w/Foa m-ftl led Side Platesw/ Flat End Caps Warranties: Lifetime Limited Factory Warranty provided. Two(2)yearlimited wDrkma rLship warranty provided. Cost of city building permits are not included. b. DescTt-W of arty seas ft wdl NOTbe worked on: These desaiptions(paagraph a and b) and list of specifications maybe cw*ued an subsequent pages (see page number bd*. c Contract Price: Contractor proposes to pedam the above work, (subject to any adffiors andGlr deductions pusuant to authatted change orders), forthe... Total Sranoft 1620.00 Down Payment (iany) $ 00.00 E DOWN PAYMENT MAY NOT EXCEED 1,000 OR 10 PERCENT OF THE CONTRAC a Schedule of Prowess PRICE WHICHEVER IS LESS. PAYPoENTDUEVVFEN ) PAYMENISTOBEMADE INNSTAI.Uu XMASFOLLUAS: 1. Depost(atoontadsigitg) 08.00 eytast , dtack Vsa fubtmzA aM Amerimn Express, asdesvbed under 2 UpahCmP ._.._...._...._-. 10000 'Payment Die Vftn7tothe leit(a3%mnueniencefee will be - -- -- --- -- — _— 3. added b at credit card payments.) the schedule of progress payments.must spedficaUy.describe each phase of work, including the type and amount of work or services scheduled to be supplied in each phase, along with the amount of each proposed progress payment. IT IS AGAINST THE LAW FOR A CONTRACTOR TO COLLECT PAYMENT FOR WORK NOT YET COMPLETED, OR FOR MATERIALS NOT YET DELIVERED. HOWEVER A CONTRACTOR MAY REQUIRE A DOWNPAYMENT. e. Comt encernent and Completion of Work: Substantial comnencemerr. of work she® mean either the physical delivery of materials onto the premises or the performance of any laborand shat be subject b arty permissble delays as per provision (5) on the reverse side. ApprotdmateStart Date: ASAP ApprcodmateCompletsonDate- ASAP f List of Documerds to be lincomorated into the Cprnb'att= CA Flume Imp manerd NOtioes Film, 2-hctoe of Carmblim Fmm and..... g AdRionalProvisions and Notices, Additional Pro4sions and Notioes OfThis Proposal(Caftct Are On The Rbeerse Sde And May Be Con5nued On Subsequed Pages (see page mobil below} A notice concerning corn nerc]al general iabily i>%wee is attached to ttds contract. A notice concerning workers' compensation inwra ce is attached to it% contract. Read 'Aftation of Disputes" provision on page two (2), provision 12 and the NOTICE folov& g this provision. ti you agree to arbitration, initial onthe I'ne below the NOTICE where indicated. Also, sinal In he same place on EACH COPY of this contras b. Acceptance: This proposaYoontrad is appmed and accepted. I (dire) undersbrd there are no oral agreement; or uder.,taldngs bdww the parties of ft agreemerr.. The mittan tem p visions, plans (fay), speckaions and any other contras documents (clary) incbdedwith this proposallarmas is the entire agreement between the partes. Changes In lis ageament shall be done bymitten change otderortyand with the wpm approval of both parties pia tithe commencementofarty work covered by the change order Charges may irwr additional charges, ... .... __._�.. ..----epgorea epgovea ane i,[`cpiea rovmoY, a,a'aoceoiee ro.m�n ayo NOTE: This proposal may be withdrawn atter 20 days from if �O[I..I not approved and sdgned by both parties. le Date The Buyer Signed This Contract Is: You are entitled to a completely filled in copy of this agreement, signed by both you and the contractor, before any work may be started. The Owner orTenarlt has the right to require the Contractor to have a performance and payment bond. The cost of this bond may be paid by the Owner. The law requires that the contractor give you a notice explaining your right to cancel. Initial the checkbox N the contractor has -given you a Notice of the Three -Day Right to Cancel. Form GC3-C Copylght ®199rr2006 ACT Contractors Forms (800) 820-5656 wwn.canorm.com Page one a 2 Tonal Pages Q`CITY OF LA QUINTA OA BUILDING & SAFETY DEPARTMENT 2> (760) 777-7012 INSPECTION REQUEST LINE OF ° (760) 777=7153? -11-250- �S O JOB INCONSPICUOUS PLACE INS'�E O4 MUST SIGN ALL APPLICABLE SPACES -180 S.F. WEATHERWOOD OPEN LATTICE SHADE STRUCTURE ATTACHED TO FASCIA. 2010 CODES. TYPE OF INSPECTION DATE INSPP, TEMPORARY POWER SETBACKS ` U/G PLUMBING / WASTE U/G ELECTRICAL/ GROUNDING FOOTINGS / STEEL CONCRETE SLAB DO NOT POUR CONCRETE UNTIL ABOVE SIGNED NUUr- NAIL / rm r)VAV T!l %A/RAP I-HAMINU (UUMBINA I IUN) Pr)l I(,u FI F(:TPI(: COVER NO WORK UNTIL ABOVE SIGNED INTERIOR GYP. BD. DRYWALL EXTERIOR LATH GAS TEST SEPTIC ABANDONMENT SEWER CONNECTION SEPTIC / GREASE INTERCEPTOR MASONRY INSPECTIONS FOOTINGS / STEEL BOND BEAM POOL / SPA / WATER FEATURE INSPECTIONS PRE-GUNITE / SETBACKS U/G PLUMBING U/G GAS U/G ELECTRICAL PRE -PLASTER ALARMS / BARRIERS DECK BONDING FINAL INSPECTIONS TEMP. USE OF PERMANENT POWER ELECTRICAL PLUMBING . MECHANICAL. PUBLIC WORKS DEPARTMENT COMMUNITY DEVELOPMENT DEPT. FINAL / JOB COMPLETED e .L * ABOVE APPROVALS DO NOT INCLUDE RIGHT TO TURN ON UTILITIES OR OCCUPY BUILDING TOM CAMPBELL & ASSOCIATES, INC. Commercial and Residential Structural Engineering 5331 Galloway Street, Alta Loma, CA 91701 (951) 741-2107 January 3, 2011 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 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 2009 International Building Code, 2009 International Residential Code, 2010 California Building Code, ASCE/SEI 7-05 (Minimum Design Loads for Buildings and Other Structures) and the 2005 Aluminum Design Manual, ADM -05. Please contact me at (951) 741-2107 or at ticampbell(-charter.net should you require additional information. Sincerely, Tom Campbell, PE Bin # City of La Quifnta 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 # �'L� Project -Address: 5 t Owner's Name: A. P. Number: Address: A10 -v Legal Description: ' Contractor: L �.�.. � � Address: d '3oy Gds City, ST, Zip: LA �.. �., Telephone: Project Description: City, ST, Zip: L /J L r. " Telephone: LG a`so x r; 0 State Lie. #:-770cityLic.#:3ZS Arch., Engr., Designer: Address: .City, ST, Zip: Telephone:YMOM State Lia #: Name of Contact Person: Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. FL: G # Stories: # Units: Telephone # of Contact Person: Estimated -Value of Project: ef— APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING • PERM FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cales. Called Contact Person' Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Gradingplan V Review, ready for corrections.rissue Electrical Subcontaetor List Called Contact Persoti Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE: Review, ready for correctionsrssue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. .Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. SHEET INDEX : DESIGN LOADS: SHEET # SHEET TITLE I DESCRIPTION RESIDENTIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRC APPENDIX H. 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 6 ............PANEL FASTENERS/ FAN BEAM 7 ............RAFTER SPANS 8 ............COLUMN / POST TYPES 9 ............HANGER CHANNEL AND BRACKET ATTACHMENTS 10 ............COLUMN SURFACE MOUNT AND EMBEDMENT I i ............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# LL. 90 MPH 18&19 .... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 100 MPH 20 & 21 -...SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# LL. 110 MPH 22 & 23 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# LL. 110 MPH 24 & 25 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 30# L.L. 110 MPH 28 ......,.....LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 90 MPH 27 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 109 L.L. 100 MPH 28 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH 29 ............LATTICE POST SPACING TABLE FREESTANDING AND 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 ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT. (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. C100_MILES.P-ER.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 16. ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT. ROOF: (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES 8 AND C. 110 MILES PER HOUR, EXPOSURES 8 AND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. DESIGN ASSUMPTIONS: A. MAXIMUM BUILDING HEIGHT AVERAGE = 19' B. MINIMUM ROOF PITCH OF EXISITNG RESIDENCE = 5:12 C. MINIMUM 6' 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 ICC -LISTED EVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: A. TITLE SHEET AND GENERAL NOTES. B. STRUCTURAL CONFIGURATION (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, FOOTING SIZE (WHERE REQUIRED) BASED.ON THE SITE-SPECIFIC DESIGN LOADS. E. APPROPRIATE STRUCTURAL DETAILS. F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. I.C.C. E.S. EVALUATION DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 1/11/2011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING TITLE SHEET 10, zo a 3o psr DURALUM PRODUCTS, INC. ER- SCALE: NONE REVISED BY: RANCHO CUCAMONGA. CA (951 741-2107 1 DESIGN LOADS HORIZ. WIND = 90,1008110 MPH (918 ALPINE AVE., SACRAMENTO, CA 95828 (818)452-7021 FAX 4031519 sales®Ouretum.mm SHEET T-1 PATIO COVER SYSTEM AS MFG, BY: DURALUM PRODUCTS, INC. GENERAL NOTES: GOVERNING CODBB : • 1.,THE DESIGN COMPLIES WITH THE 2009 INTERNATIONAL BUILDING CODE, 2009 INTERNATIONAL RESIDENTIAL CODE, 2010 CALIFORNIA BUILDING 6 RESIDENTIAL CODES, ASCE/6EI J -06 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2003 ALUMINUM MANUAL -AOM 1-08. j 8• 2..MASON RTAINING 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. 6. 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 6PPROVED PLANE AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. S. ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCEOSED WITH ANY TYPE OF SOLID OR MESH MATERULL, EXCEPT WHERE NOTED IN THIS REPORT. 7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED $OIL OR CERTIFIED FILL. S. AN ATTACHED PATIO COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 91/'2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH . OF ZERO TO A MAXIMUM COLUMN LOAD OF 760 POUNDS, 9. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL 8 USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO, 10. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1606.3.1 A 1605.3.2 ; 13E81014 CONBIDERAT10N8: ; ( 7• 11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: I/4 INCH PER FOOT. i , 12. MINIMUM PATIO COVER SIZE: 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/SEI 7, SECTION 5.6.13 18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCEISEI 7, SECTION 16. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES' IN ACCORDANCE WITH ASCE/8E17. SECTION 8.8.13, 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). 10. 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)L C 0 19. LTERNATE ALUMINUM ALLOYS MAYBE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE 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 2,600 POUNDS PER SQUARE INCH. 21, DESIGN VERTICAL SOIL BEARING PRESSURE IS 600 POUNDS PER SQUARE FOOT. DESIGN LATERAL BOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 180 PSF/FT x 1.33 PER TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d). 22. EMBEDDED STEEL MENSERS SHALL BE HOT -DIPPED GALVANIZED, RUST O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-448 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A863, GRADE 40. 23. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A•307; HIGH-STRENGTH BOLTS SHALL BE A•326. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 24. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE POWERS WEDGE -BOLT♦ STAINLESS STEEL (ICC -ES ESR -2626 FOR CONCRETE AND FOR MASONRY) OR APPROVED EQUAL. 26. ALL SCREWS ARE SELF DRILLING (803) 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. NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED I.C.C. E.S. EVALUATION DRAWN UP E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. B ; REPORTNUMSER DATE: 01 SCALE: NONE COMAIERCL4LANDRESIDENTIALSTRUCIURALENOINC•ERINO OENERALNOTE9 10, 20630pe1 ND OURALUMPRODUCTS,INC. 0200 ALPINE AVE., SACRAMENTO, CA 05826 1(0161462-7021 ES- REVISED BY: � RANCHO CUCAMONGA, CA 1051) 741.2107 00,010061 I MPH FAX 403.1510 %W—@dumlum.com SHEET 1 OF 33 ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ROOF PANEL SEE SCHEDULE FOR SPANS --� 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE P S, 1F SO. POSTS, SIZE VARIES * SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2'X 6 1/2" SIDE PLATES. LFNGTI� SOLID PANEL TYPES O ATTACHMENT CHANNEL A/VO SQL NOTRUC�RE ALUMINUM SEE DETAILS ROOF PANEL - )?IEPRO J Cn�SS 7s/ES SEESCHEDULE FOR SPANS MIN. D.25' SLOPE PER FT. N W �\ OPTIONAL CANTILEVER SEE SCHEDULE FOR POST SPACING 31/2" SLAB ALTERNATE ATTACHMENT SINGLE POST MAY BE USED SEE SCHEDULE WHERE PERMITTED. SEE SCHEDULE MAX. HT.- 12' NOTE: NO SPLICE AT TH POST AND END BAYS. FOOTING WHERE REQUIRED SEE SCHEDULE NOTE: EACH COMPONENT It FOR FOOTING CUBE SIZE CHANGEABLE WITH ANY an COMPONTENT UNLESS OTH TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVEI ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 'O.H•' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE \ PO9"SP SQ, POSTS, SIZE VARIES `SFF"SCHA� lNI u� ALTERNATE: 3 112" SLAB SINGLE POST MAY BE USED SEE SCHEDULE :TO CONSTRAIN ' FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE 112 x 9' STEEL ROD SEE SCHEDULE FOR POST SPACIN SPLICE AT THIS AT END BAYS. "O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE - X SQ. POSTS, SIZE VARIES 3 112" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE MAX. MT.= 12! OOTING WHERE REQUIRED SEE SCH I.U)9 A`1162 OR FOOTING CUBEDSIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. E "B" ATTACHED MULTISPAN W/CANTILEVER OPTION 11, * LFN�O UMINUM Pa U A- .. \ piss 1 F MIN. 0.25�SLOPE PER FT.\ , SRF yAR/f3 FOR PANS BEAM NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. "O.H.' NOT TO EXCEED 25% AF SPAN SEE DETAIL FOR SPLICE - SO. POSTS, SIZE VARIES ALTERNATE: 3 112' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE 1/2 x 9' STEEL ROD SEE SCHEDULE FOR P ST SPACING '•H. SPLICE AT THIS AT END BAYS. NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. 'AN W/CANTILEVER OPTION I.C.C. E.S. EVALUATION DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 1/112011 SCALE:NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL STRUCTURES 10.20 6 30 pat HORM. WIND • DURALUM PRODUCTS, INC 8299 ALPINE AVE., SACRAMENi O, CA 95828 ER- REVISED BY: RANCHO CUCAMONCiA CA (931) 741.2107 90. 100 6 110 MPH (918) 452-7021 FAX 403-1519 aalsa®durelum.mm SHEET 2 OF 33 SEE TABLE *SEE SHT.18 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2'X61/2- SIDE PLATES. TOM CAMPBELL 6 ASSOCIATES, INC. RAFTER, FOR BICE LOAD. OPEN LATTICE TYPES G ANO SPACING Q24�GeV I'Jlr THIS OPEN LATTICE STRUCTURE 8E OPEN LATTICE MAX PROJ. SEE SCHEDULE DURALUM PRODUCTS, INC. -TYPE SCHEDULE MAY NO SE COVERED. ER MAX. O.N. 25% OF SPAN ,m. RANCHO CUCAMONGA. CA (851) 741.2107 \ RAFTER, SEE INBLE \ FOR SIZE AND,BPAGNO 000� �TSn_ SHEET 3 OF 33 LENGTH OF STRUCTURE VARIES pi PLATES I 7� 44�v� NT NOTE: EACH COMPONENT IS INTER- Y Utr USSEAD WHERE CHANGEABLE WITH ANY OTHER sF8D. COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED. ,SEE SCHED. FOR FOOTING CUBE SIZE 00 OPEN LATTICE -TYPE PATIO COVER UgM THIS OPEN LATTICE -TYPE STRUCTURE IM SCALE: NTS MAYBE COVERED. Q TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE45 Q RAFT FOR SIZE E AND SPACING . MAX. O.H. 25%OF SPAN LENGTH OF STRUCTURE VARIES EM: THIS OPEN LATTICE -TYPE MAY.UUBE COVERED. SEE LENGTH OF STRUCTURE VARIES POST WlTil BIDE PLATES SEE DETNL EACH COMPONENT IS INTER- 3 1/P SLAB ATTACHMENT WITH ANY OTHER MAvBEUSEDWHERE tLE UNLESS OTHERWISE SHOWN.T9 E SCHEDULE FO RE SEE SCHEOTING D OR FOOTING CUBE SIZE B E "FH' ATTACHED MULTISPAN TTICE STRUCTURE ^ NOTE: THIS OPEN LATTICE -TYPE STRUCTURE 10 MAY N�BE COVERED. j1� �1c SEE � LENGTH OF STRUCTURE VARIES �F v 3 1R' SLAB p SEE POST DET NOTE: EACH COMPONENT IS INTER- ToYC07Ei9TRAIN "�F� P C CHANGEABLE WITH ANY OTHER sF FOOTING, SEE 31WSLAB ED COMPONTENT UNLESS OTHERWISE SHOWN. FT SCHEDULE TO MAYBE �F NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER SFFr FOOTISCHENG, EE OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. �� FOOTING WHERE REQUIRED SCALE: NTS SEE SCHEO. FOR FOOTING CUBE SIZE SEE SCHED. FOR FOOTING CUBE 81ZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN TTICE STRUCTURE I.C.C. E.S. EVALUATION DRAWN BY: E.N.LIVE TOM CAMPBELL 6 ASSOCIATES, INC. LOAD. PA O COVER SYSTEM AS MFG. BY. REPORT NUMBER DATE: 1/11/2011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 6 30 psl DURALUM PRODUCTS, INC. ER REVISED BY: RANCHO CUCAMONGA. CA (851) 741.2107 STRUCTURES 8 HOR . WI MPH ND 8200 ALPINE AVE., SACRAMENTO, CA 05828 SHEET 3 OF 33 (918) 452-7021 FAX 403.1818 aBIH1ef(JdurHlum.Hbm SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C •25"� 87- T=SEE TABLE BELOW .3_5YL}t, 40" 17 .s R - Lm40" �1 1.12s• 2.48" 40 70" 25�" �OFEft 1.48 .40" f^ T 4 4 .35' ��Q s • G+A N'9� 3.00' 4.50' 4.50" 4.50" 4.50" 76• 2a.00" 3.00" i�Qp�P�2� 43 ALUM. ALLOY 3004-1-136 OR EQUAL 0 0•37M m ALUM. ALLOY 30041-136 OR EQUAL 24" TRI -"V" PAN L.L.= (PSF) PANEL*' (IN.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.0 .018 11'-9" 101-8" 11'-9" 9'-7" 101-8" 8'-8" 12'-10" .024 13'-9' 12'-7" 13'-9' 11'-3" 12'-6" 10'-3" 10 .032 15'-1" 14'-8" 15'-1' 13'-0" 14'-5" 11'-9" 20'-11" 20'-11" 20'-11' 20'-11" 20'-11" 19'-9" 20 .020 11'-10' .018 9.3. 91-0. 9.3" 8.-7- W-8. 813" 12'-10' .024 11'-8" 11'-8" 11'.6• 11'-3" 11'-0' 10'-3" 20 .032 13'1' 13'-4" 13'-4" 13'-0" 17'-3" 17'3' 17'-3" 17'-3" 17'-3" 30 .020 1V-4" 10'-4" 101-4" 10'-4" .018 8'-5' 8'-5' 8'-5" 8'-5" 8'S" 8'-5" 1 V-2" .024 101-0' 10'-0' 10'-0' 10'-0' 10'-0' 101-0' 30 032 11'-7" 11'-7' 11'-7" 11'-7" 11'-7• 11'-7" *11 12" x 3 1/2" W PANEL = PSF) PANEL"*" (1N.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.L EXP.0 10 .020 14'3" 14'-0' 14'3' 14'-2' 14'-3' 12'-10" .024 15'-7" 15'-7" 15'-7' 15'-7" 15'-7' 14'-1' .032 18'-8' 181-8' is -a" 18'-8" 18'-8" 17'3' .040 20'-11" 20'-11" 20'-11' 20'-11" 20'-11" 19'-9" 20 .020 11'-10' 11'-10" 11'-10" 11'-10" 11'-10" 11'-10' .024 12'-10" 12'-10' 12'-10' 12'-10" 12'-10" 12'-10" .032 15'-5" 15'-5" 15'-5' 151-5" 15'-5' 15'-5" 040 17'-3" 17'-3" 17'3' 17'-3" 17'-3" 17'-3" 30 .020 1V-4" 10'-4" 101-4" 10'-4" 10'-4" 10'-4" .024 11'-2" 11'-2' 11'-2" 11-2* 1 V-2" 11 •-2" .032 13'-8" 13'-8" 13'-6" 13'-6' 13'-8" 13'3' .040 15'-1" 15'-1' 15'-1" 15'-1" 15'-1" 15'-1" I.C.C. E.S. EVALUATION DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 1/112011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL SPANS 10, 20 6 30 pd HORIZ. WIND a DURALUM PRODUCTS, INC. 8269 ALPINE AVE.. SACRAMENTO, CA 85828 ER- REVISED BY: RANCHO CUCAMONGA, CA (981) 741.2107 70, 90 6 110 MPH (818)482-7021 FAX 403-1618 Hales®durslum.com SHEET 4 OF 33 SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C ,m .09R. (I.S.) .6T .25' ALL UNMARKED RADII MOR 2.5" a TY 5 .38• a 5' ALUM. ALLOY 3004-H36 OR EQUAL 0:;SFESSl��V 7r 09R. C���� 2.5" A T°6EE TABLE LL UNMARKEDE OW 4.091 06R N � f211 TYP .38' '0 39481 * 5" 2" ALUM. ALLOY 30041-136 OR EQUAL DRAWN BY: E. TOM CAMPBELL & ASSOCIATES, INC. 8" x 2 y" FLAT PAN LIVE LOAD" PATIO COVER SYSTEMAS MFG. BY: DURAIUMPRODUCTS, INC L.L.= PANELT 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN (PSF) (IN.) EXP.B EXP.0FEXP.BEXP.0 (IN.) EXP.B EXP.B EXP.0 EXP.0 EXP.B I 12'-1• 1z'-1- 12'-1- 12'-1• 11'-r 13'-4' .02012'-1- 13'-2" .020 12'-1" 11'-1" 11,_1 10,-1" 12'-7- 12'-T 13'-1" 13'-1• 13'-1' 12'-11"02410 14•_9• 14'-9' 14'_9• .024 13'-1' 10 12'x' 12'-" 14'-9' 14'-0• 14'-0- 13'-1 15'-3" 15'-3' 15'-3' 15'-3' 15'-3" 15'3" 1T4• .032 1T-4- .032 15'-3' 15'-3' 15'3' 14'-5" 14'-5' 13'-9' 18'-5• 16'-5' 1 T3" 1 T3" 17'-3' 17'-3' 17'-3' 17'3' 19'-7' .040 19'-r .040 17'-3" 1T-3" 1T3" 18'5• 16'5' 15'-T 18'-7' 18'-T 1 T-9" 11'-0' 11'-0" 11'-0• 11'-0" .020 11'-0' .020 ' 10'-0' 9'-5- 9'-5'8'-9'o2a10'-10' 11'-0" 101-8' 101-W 101-T 10'-10° 1o'-10" 10'-10"2010' 12'-r 12'-7- 12'-7" Ml2'-r 20 10'-10' 10'-5' 10'5' 10'-0"12'_7" 12•_2, 12,_2• 11'-9" 12,_7, 12,_7, 12,_7, 14'-3' .032 14'-3' 032 P13*'--10- r 12'-r 12'-2• 12'-2• 11'-B" 13'-10".040 14'-3' 14'3' 14'-3' 14'3' .040 16'-2" :1�6-�7:1�6'�-2" 14'-3' 13'-9' 13'-9' 13'-3" 15'-8" 15' 8' 15'-1" 7' 8' 7'-8' 7'-8" 7'-8" 9'-7' .020 9'-7- 020 T-8" T-5" 7'-5" 7'-0" 9'-4" 9'-4- 9'-1' 9'-5' 9'-5' 9'-5' 9'-5" .024 10'-7" 112Z' 024 N-51 30 9' S" 9'3, 9, 3- 91-0. 10'-4" 10'-0' 10'-11" 10'-11" 10'-11" 10'-11" MOW'1o'-r 032 12'_5,12'-5" 032 ° 10'-11"' 10'-9' 10'-9' 10' 6" 12'-1' 11'9" 12'-5" 12'5" 12'-5" 12'-5.040 14,_1" 14'_1, 04014_1 -5T 12'-5"" 12'-3' 12'-3" 11'-11" 0:;SFESSl��V 7r 09R. C���� 2.5" A T°6EE TABLE LL UNMARKEDE OW 4.091 06R N � f211 TYP .38' '0 39481 * 5" 2" ALUM. ALLOY 30041-136 OR EQUAL FIGURE INDICATES NOT ENCLOSED FIGURE INDICATES ENCLOSED IN ACCORDANCE WITH CBC & IBC APPENDIX I I.C.C. E.S. EVALUATION DRAWN BY: E. TOM CAMPBELL & ASSOCIATES, INC. 8" x 2 Y2' FLAT PAN LIVE LOAD" PATIO COVER SYSTEMAS MFG. BY: DURAIUMPRODUCTS, INC L.L.= PANEL"r 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN (PSF) (IN.) EXP.B EXP.0 EXP.B I EXP.0 EXP.B I EXP.0 13'-4' 13'-4" 13'-4- 13'-4' 13'-4' 13'-2" .020 13'x' 13'-4• 13'-4' 12'-7- 12'-T 11'5' 14'-9" 14'_9• 14'-9" 14•_9• 14'-9' 14'_9• .024 10 14'-9' 14'-9" 14'-9' 14'-0• 14'-0- 13'-1 1T4' 17'-4" 17'-4' 1T4• 1T4" 1T-4- .032 1 T-4' 1 T-4' 18'-5• 16'-5' 15'-6' 7" 19'-7' 19'-r 19'-r .040 19'-7• 19'-7' 19'-r 18'-7' 18'-T 1 T-9" 11'-0' 11'-0" 11'-0• 11'-0" 11'-0- 11'-0' .020 11'-0• 11' 0- 11'-0" 101-8' 101-W 101-T 12'-7- 12'-7' 12'-r 12'-r 12'-7- 12'-7" .024 20 12'-7' 12'-r 12'-7' 12•_2, 12,_2• 11'-9" 14'-3" J,$'-3* 14'-3' 14'-3' 14'-3' 032 P13*'--10- 14'-3" 14'5• 14'3' 13'-10".040 16'_2'16'-2' 18'-2• 16'-2" :1�6-�7:1�6'�-2" 16'-2" 18'-2' 15'-8" 15' 8' 15'-1" 9'-7" 9'-7" 9'-7- 9'-7' 9'-r 9'-7- 020 9'-7" 9'-T 9'-r 9'-4" 9'-4- 9'-1' 10'-7' 10'-7" 10'-7• 10'-7" 024 30' 10'-T 10'-7' 10'-7" 10'-4" 10'-0' 12'5" 12'5° 12'-5" MOW'1o'-r 12'_5, 12'_5,12'-5" 032 12'-5" 12'5" 12'-1' 11'9" 14,_1" 14'_1, 04014_1 13'-8" 13'-8 13'-4" FIGURE INDICATES NOT ENCLOSED FIGURE INDICATES ENCLOSED IN ACCORDANCE WITH CBC & IBC APPENDIX I I.C.C. E.S. EVALUATION DRAWN BY: E. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD" PATIO COVER SYSTEMAS MFG. BY: DURAIUMPRODUCTS, INC REPORT NUMBER DATE:v+1no++ SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL SPANS 10.20630pef WIND ° . 8289 ALPINE AVE., SACRAMENTO, CA 85928 I(OlS)462-7021 ER- REVISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 90, 100 d 110 1PN o. 100 FAX 4031618 $e SHEET 5 OF 33 I PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C F #14 X 3/4" S.M.S. AT EACH VALLEY TO BEAM 24" 24" TRI= "V" PAN F #14 X 3/4" S.M.S. AT EACH VALLEY TO BEAM 12" 12" x 3 1/2"W PANEL r #14 X 3/4" S.M.S. AT EACH j VALLEY TO BEAM M (19'-0- MAX SPAN) TOM CAMPS L 8 ASSOCIATES, INC. PANEL FASTENERS LOAD • 10.20630 pel I— e.0o" / 8.00" —� 6" / 8"x 2 Y2' FLAT PAN W42)ArS NOTE: FASTENERS INDICATED ARE T AT EACH SUPPORT BEAM AND P FA ATTACHMENT AT HEADER 1/2" S.M.S. SCREW AT BEAM FAN BEAM C—t c- 21/2* #14 x 3 1/2" S.M.S. SCREW 0.042"x3"x8' HEADER AT BEAM I.C.C. E.S. EVALUATION M (19'-0- MAX SPAN) TOM CAMPS L 8 ASSOCIATES, INC. PANEL FASTENERS LOAD • 10.20630 pel PATIO CO SYSTEM AS DURALUM PRODUCTS, INC. HEADER SCALE: NONE EXIST. WALL) ND/ a FORLIGHTFIXTURE T=.075'.TYP. 21/2' Ong ALPINE AVE., SACRAMENTO, CA 83320 ER- REVISED BY: RANCHO CUCAMONGA. CA (931) 741.2107 FAN BEAM ALUM. ALLOY 6063-T6 EXIST. WALL—s,,.,ATTACHMENT 1 AT HANGER CHANNEL 8 OF 33 FAN BEAM SEE TABLE HANGER SHT.9 CHANNEL FAN BEAM 2'/2" L #12 S.M.S. SCREW #12 S.M.S. SCREW AT HANGER CHANNEL P FA ATTACHMENT AT HEADER 1/2" S.M.S. SCREW AT BEAM FAN BEAM C—t c- 21/2* #14 x 3 1/2" S.M.S. SCREW 0.042"x3"x8' HEADER AT BEAM I.C.C. E.S. EVALUATION DRAWN BY: E.N.LryE DATE 1/11120/1 TOM CAMPS L 8 ASSOCIATES, INC. PANEL FASTENERS LOAD • 10.20630 pel PATIO CO SYSTEM AS DURALUM PRODUCTS, INC. REPORT NUMBER SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO I FAN BEAM HORIL WIND Ong ALPINE AVE., SACRAMENTO, CA 83320 ER- REVISED BY: RANCHO CUCAMONGA. CA (931) 741.2107 g0. 100 Q 110 MPH1(916)452-7021SHEET FAX 4031318 selee�dutefienoom 8 OF 33 RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH 2• eJs- Q�OFES Ip�yq� MAXr .024- z• r-- —8.5• ALUM. ALLOY 3004-H38 f m .042• OR EQUAL rn ---j H ALUM. ALLOY 3004-H38 OR EQUAL �.� DBL. 2 x 6 1/2" RAFTER (IN.) WIDTH * SEE NOTE BELOW LNE LOAD • 100 MPH (FT.) 110 MPH �ATE:11 1n011 SCALE: NONE L.L. (PSF) 2 X 6 1/2" RAFTER (PSI L.L.= (PSF) 'T' (IN.) 18• 90 MPH 100 MPH I 110 MP EXP. B EXP.0 EXP. 8 'EXP.0 EXP. B EXP.0 16'•8- .024 18' 12'-2" 12'-2" 12--2" 11'-10- 11'-10- 23'-W 24' 9'-11• 9'-11• 9'-11'1 9'-8• 91-W 913' 10 .032 16- 16'3• 16'3- 18'3' 16'-9' 15'-9' 15--2- 24' 13'3" 13'3" 13'3' 12'-10° 12'-10' 12'5• 29'-3" .042 16' 21'-4" 21'-4" 21'-4• 20'-6" 20'-8" 19'-11- 24' 17'5' 1r5" 17'-5" 16'-10" 18'-10" 16'3• 13'-2' .024 16' 9'-4• 9'-4• 9'-4" 9'-4• 9'-4- 8'-2• 7'-7' 7--7- r-7' 7'-7- T6' 20 .032 i6• 1r5• 1r-5• 1r5• 1z•-5• 1r5• 12.3• 24' 10'-2' 10'-2" 10'-2" 10'-2' 10'-2- 10'-0" 23'-1" .042 16' 18'-4• 18'-4' 16'-4" 16'-4• 16'-4' 18'-1 24• 13'-4" 13'-4- 13'•4' 13'-4" 13'-4" 13'-2" 10'-10" .024 16, 24" 8'-10' 8'-10" 8'-10" 8'-10' 8'-10' 8'-10' 30 .032 16" 14'-6' 14'-6' 24• - - - - - - 30 .032 16- 10'3 • 3 10'• 3 10'' 10'-3' 3 10'• 10.- 3 24" 8'6' 8'4• 8'-4' 8'-4° 8'-4' 8'-4' 19'-0' .042 16' 13'-5• 13'-5" 137-5" 13'5' 13'5' 13'-6" 24• 11--0- 11'-0- 11--0- 11'-0" 11'-0" 11--0- OR EQUAL �.� DBL. 2 x 6 1/2" RAFTER (IN) 1i .042 EXPOSURE B & C 3.0' � 8.0- .042• ALUM. ALLOY 3004•1-138 OR EQUAL 7k SEE NOTE BELOWT 3 x 8" RAFTER 90 MPH 100 MPH F 110 MPH 24'6" 1 23'-5. 1 24--W 1 22'-8" 1 23'-5. 1 21--10' I 20--0• I 19'-1• I 19'-r I 18'-6• I 19'-1• I 1r -1o° .042 116.1 1r-9• 117--e- 1 17--e- 117'-e" 1 17'-9" 1 17'4" I 24" 1 14'-6' 14'-6• 1 14'-6" 14'-6" 1 .042 116.1 t4--7- 114--7- 1 W-7. 1 14'-7- 1 14--7. 114'-7* 1a' -r 1 24° 11'-11' 11'-11' 11'-11' 11'-11" 11'-11' 11'-11" * NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT 32' O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24.O.C. MAY BE USED AT 48' O.C. WHEN DOUBLED. PROJECTION O.SPAN H. h TRIBUTARY TRIBUTARY" w1DTH 112 SPAN . D.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN I.C.C. E.S. EVALUATION (IN.) WIDTH 90 MPH LNE LOAD • 100 MPH (FT.) 110 MPH �ATE:11 1n011 SCALE: NONE L.L. (PSF) 05 EXP. B EXP.0 EXP. 8 EXP.0 EXP. 8 EXP.0 (PSI 8 1 7 8 .02!4 18• 1 r3- 1 r3" 1 r3• 18--8' 16'•8- 16--1- 10 24" 14'-1' 14'-1- 14'-1' 13'-r 13'-r 13'3• 10 .032 16' 23'-0• 23'-W 23'-0" 223• 223- 21'6• 10 24' 18'-9" 18'-9- 18'-9' 18'-2" 18'-2• 17'6• 11 .042 16" 30'-2' 30'-2" 30'-2' 29'-3' 29'-3" 28'-2" 20 24" 24'-7• 24'-7• 24'-7- 23'-10• 23=10" 23'-0" 11 .024 1 B" 13'-2' 13'-2• 13'-2' 13'-2' 13'-2' 13'-0' 11 24" 10'-9" 10'-9" 10'-9• 10'-9' 10'-9' 10'-7" 20 .032 16` 1 r -r 1 r -r 1 r -r 1 r-7• 17'-r 17'6• 30 24' 14'4• 14'4" 14'-4- 14'-4• 14'-4' 14'-2' 12 .042 18' 23'-1• 23'-1" 23'-1" 23,-1- 23'-1" 22'-W 11 12 24` 18'-10" 18'-10" 18'-1o' 18'-10" 18'-10' 18'-r 13 .02a 16" 10'-10• 10'-10" 10'-10" 10'-10" 10'-10" 10'-10• 12 24" 8'-10' 8'-10" 8'-10" 8'-10' 8'-10' 8'-10' 30 .032 16" 14'-6' 14'-6' 14'6- 14'-6" 14'-8' 14'6' 24' 11'-10' 11'-10' 11'-10' 11'-10" 11'-10• 11'-10• .042 16" 19'-0" 19'-0' 19'- 19'-0' 19'-0' 19'-0' 24" 15'6' 15'-B- 15'6" 15'6" 15'-8' 16'6' (IN) 1i .042 EXPOSURE B & C 3.0' � 8.0- .042• ALUM. ALLOY 3004•1-138 OR EQUAL 7k SEE NOTE BELOWT 3 x 8" RAFTER 90 MPH 100 MPH F 110 MPH 24'6" 1 23'-5. 1 24--W 1 22'-8" 1 23'-5. 1 21--10' I 20--0• I 19'-1• I 19'-r I 18'-6• I 19'-1• I 1r -1o° .042 116.1 1r-9• 117--e- 1 17--e- 117'-e" 1 17'-9" 1 17'4" I 24" 1 14'-6' 14'-6• 1 14'-6" 14'-6" 1 .042 116.1 t4--7- 114--7- 1 W-7. 1 14'-7- 1 14--7. 114'-7* 1a' -r 1 24° 11'-11' 11'-11' 11'-11' 11'-11" 11'-11' 11'-11" * NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT 32' O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24.O.C. MAY BE USED AT 48' O.C. WHEN DOUBLED. PROJECTION O.SPAN H. h TRIBUTARY TRIBUTARY" w1DTH 112 SPAN . D.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN I.C.C. E.S. EVALUATION TRIBUTARY WIDTH TABLE LNE LOAD • CLEAR SPAN (FT.) REPORT NUMBER �ATE:11 1n011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RAFTER SPANS 10, 20 a 3o qr WINO O.H. 8 1 7 8 9 10 11 12 1 13 14 15 18 17 18 19 20 21 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 1' 4 5 6 6 6 7 7 8 8 9 9 10 10 11 11 12 2- 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 3- r5' - 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 4- - - - 9 9 10 10 11 11 12 12 13 13 14 14 15 _ _ _ _ _ 11 11 12 12 13 13 14 14 15 15 16 (IN) 1i .042 EXPOSURE B & C 3.0' � 8.0- .042• ALUM. ALLOY 3004•1-138 OR EQUAL 7k SEE NOTE BELOWT 3 x 8" RAFTER 90 MPH 100 MPH F 110 MPH 24'6" 1 23'-5. 1 24--W 1 22'-8" 1 23'-5. 1 21--10' I 20--0• I 19'-1• I 19'-r I 18'-6• I 19'-1• I 1r -1o° .042 116.1 1r-9• 117--e- 1 17--e- 117'-e" 1 17'-9" 1 17'4" I 24" 1 14'-6' 14'-6• 1 14'-6" 14'-6" 1 .042 116.1 t4--7- 114--7- 1 W-7. 1 14'-7- 1 14--7. 114'-7* 1a' -r 1 24° 11'-11' 11'-11' 11'-11' 11'-11" 11'-11' 11'-11" * NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT 32' O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24.O.C. MAY BE USED AT 48' O.C. WHEN DOUBLED. PROJECTION O.SPAN H. h TRIBUTARY TRIBUTARY" w1DTH 112 SPAN . D.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN I.C.C. E.S. EVALUATION DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LNE LOAD • PATIO COVER SYSTEM AS MFG. 8Y: REPORT NUMBER �ATE:11 1n011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RAFTER SPANS 10, 20 a 3o qr WINO DURALUM PRODUCTS, INC. ALPINE AVE., SACRAMENTO. CA 95828 1(916)452-7021 ER- REVISED BY: RANCHO CUCAMONGA. CA (951 741-2107 1 o. 100 Po, 1Po 8 110 MPH FAX 403.1519 edee®duralum.00m SHEET 7 OF 33 COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS MAX. HEIGHT = 10' r-3-{-2-1 I MAX. HEIGHT C = 10' 3.00"SQ. #10 AN" z �. mcs 3.00" SQ. �I 3.00" SQ. . s � 6.5" 1 . .oO` .14"R U 032- NP' .048"STEEL 't O 518" PLASTIC PLUG 3" SQ. ALUM. POST 3" SQ. ALUM. POST MAG POST WITH'SIDE PLATES OD 3" SQ. STEEL POST 3" SQ. ALUM. POST ALUM. ALLOY 3004-H38 ALUM. ALLOY 3004-H38 - f �- ALUM. ALLOY 6063-T8 ALUM. ALLOY 6063-T6 0 3.00" OR ` 2.40"� 1.375" 0 1 ��75" 1.60" 5 INSTALL IV x IN x 6' HDG .090" TYP. WASHER PLATE AT ANCHORS R 110 MPH ALUM "T" BRACKET rl (i711WO HOI FOR 3/8" N ASTM GRADE 36 STEEL INSTALL IV x 1 ' x }`' HDG WASHER PLATE AT ANCHORS .15T TYP- USE FOR 3' POST O LY 0 2- 5118'0 STEEL 'T" BRACKET T -3"SO.xt=.188' m SQUARE STEEL POST ASTM A500 GRADE B ALUM. ALLOY 6063-T6 "H"BRACKET 2 FLANGES 2118" APART BASE FLARES TO 3"WIDE EA SIDE OF FLANGES q 1-7118'0 HOLE & 2318' HOLES TYP. EA. SIDE 1-- (4) -SDS 25412 3"x 8" ALUM. RAFT. BRACKET 3"x 8" ALUM. HEADER HEADER BRACKET n7 I.C.C. E.S. EVALUATION DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. COLUMN/ LIVE LOAD. PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. REPORT NUMBER DATE: 1/1112011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING I POST TYPES 1 10.20 a 30 pat HORR. WIND " 1 8285 ALPINE AVE., SACRAMENTO, CA 85826 ER- REVISED BY: RANCHO CUCAMONGA. CA (851) 741-2107 1 80. 100 a 110 MPHSHEET (810)462-7021 FAX 403.1615 aetes�durelum.tom 8 OF 33 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H38 tw WALL FASTENERS " _1.50 SEE TABLE 08n 300- 078 2.140 .25'R—. - ng 'I N c WALL FASTENERS SEE TABLE 1.75" O ROLLFORMED HANGER AL 8083 TROY .08 O EXTRUDED HANGER CHANNEL FASTENERS, SEE TABLE A34 FRAMING ANGLE R.F. OR EXT. HANGER SEE TABLE CHANNEL, 2X OR 3X RAFTER BRACKET. —. ALUM. PANEL 2X OR -- 3x ALUM. RAFTER ij FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROD. _EXISTING EAV SEETABLEBELOW OVERHANG (24" MAX) EXISTING EAVE CONNECTION OZ 1114 SMS 0 PANEL LOCKS OR N8 SMS AT EA CONTACT T=.080" - WALL FASTENERS SEE TABLE ` EXIST. RAFTER CONTINUOUS A- RAIL WIND ROOF PANEL (WHERE OCCURS) OVERHANG(L) LL -10 LL=20 LL=30 LL=10 LL=20 LL -30 LL=10 LL -20 LL -30 ALUM.ALLOYAPPROVED rn 8083 -TB WOR 4" ALUM.ALLOY INSUL. ROOF PANEL 014 SMS 0 EA- CONTACT A B B C D D E E F 6063-T8 WALL CONNECTION O I.R. HANGER OC I ` EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONIC. WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID=GROUTED DESIGN 18" O.C. CELL AT FASTENER) OR CONC. OVERHANG(L) LL -10 LL=20 LL=30 LL=10 LL=20 LL -30 LL=10 LL -20 LL -30 90 A B B C D D E E F 100 A B B C D D E E F 110 A B B C D D E E F 181-W DESCRIPTION OF LAG SCREW E NOTE BELOW ffic A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24" O.C. MAX. RAFTER), zr}u w B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER STAGGERED, 24" O.C. MAX. IDS112 AT EACH STUD, 18' O.C. MAX. u.u,y D=3/8-0 x 4" LAG SCREW AT EACH STUD •E=3/8"0 CELL OR CONCRETE 5'-7" x 1 1/8" AT 16" O.C. INTO SOLID -GROUTED CMU "F-318"0 x 1 1/8" AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 24" O.C. 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 28 SHEET 1 ` EXIST. RAFTER ' I FOR SPAN SEE ALLOWABLE ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG(L) LL -10 LL=20 LL=30 2" x 4" FULL OR 2"x6"11-6" NOTCHED 16" O.C. V-6" 18'-8" 181-W 14'-Y T -o" 14'-0" 12'-8" 9'-i 24" O.C. 17-5" 11'-6" 8'-10' 2'-0" 9'4" T-4" 5'-7" 2"x8" FULL OR 2"x8" NOTCHED 24" O.C. 2'-0" 19'-11" 19'4" 14'-8" 2"x8" FULL OR 2"x10" NOTCHED 24" O.C. 2'-0" 31'-11" 31'-11" 25'-0" NOTE: 2x8 DF -L #2 LEDGER MAY BE 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 8 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. 100 L.L.=(2)1114 SMS EA. SIDE 20#/3O#L.L.=(2)1114 SMS EA. S10E U -BRACKET X3/4" OR 1 1/2" T 2"x6l1rOR 5- MIN. 3'x 8" ALUM. RAFTER 13/4" OR 1 1/2" 1 IAS T88 :SSIp 2 ,7948 r "n .318111 � 3/1W w 0 STEEL 0 14'0 HOLES,TYP. 0 8 00 0 1 1/4' NOTE: PROVIDE WATER PROTECTION METAL FLASHING CAUCK JOINT§ AND SLOPE TO DRAIN I.C.C. E.S. EVALUATION ' I FOR SPAN SEE ALLOWABLE TOM CAMPBELL 8 ASSOCIATES, INC. HANGER CHANNEL DECK/RAFTER SPAN TABLE PA 10 COVER SYSTEM AS G. 8 EXISTING WOOD STUD FRAMING �� LENO7H REPORT NUMBER DATE: 1/112011 2r8 OR 2r8 LEDGER AND BRACKET 2 EACH 1/4"0 x 3-1/2' LAG SCREWS L.L =10 psf OURALUM PRODUCTS, INC. 1(916)452-7021 2 EACH 7/16"0 x 3-12' LAG SCREWS L.L.=20 AND 30 psf (SNI 4x3 ER W 3 }#t4xt 314• (2' MIN. PENETRATION INTO ATTACHMENTS PAno COVER EXISTING WOOD STUD) SHEET 9 OF 33 NOTE: USE LEDGER WHERE RAFTER SPACING EXCEEDS EXISTING STUD SPACING NOTE: BRACKET SEE ® FOR ATTACHMENT NOTE: PLACE •SIKA FLEX• OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. MAY BE MOUNTED RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL BELOW RAFTER W/ SAME CONNECTION'S. WALL CONNECTION O O BRACKET CONNECTION I.C.C. E.S. EVALUATION DRAWN BY: EN. TOM CAMPBELL 8 ASSOCIATES, INC. HANGER CHANNEL LIVE LOAD' PA 10 COVER SYSTEM AS G. 8 REPORT NUMBER DATE: 1/112011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET 10, 20 8 30 psl OURALUM PRODUCTS, INC. 1(916)452-7021 ER- REVISED BY: RANCHO CUCAMONGA CA 951 741-2107 ( ) ATTACHMENTS 90H0100 6 110 MPH ND 8280 ALPINE AVE., SACRAMENTO, CA 98829 FAX 403-1619 seles0durelum.com SHEET 9 OF 33 COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS 12' 20' 21' SQ. ALUM.TBRACKET USE WITH 22' 25' 3Q. 18' 24' 'T' BRACKET I POST TYPE B,CA, OR E 32" SO. STEEL POST ONLY: 28" 35" SQ. ® 3 -SQ. POST W/ 30" �UO.H.J R 28- POST E ( } TS _ FOR 30' (2)-#12 $M$ EA.3• 3'SO. POST SIDE OF POST OR SO. POST PPOOST4TYPE BSC, K. TBRACKET: usE 0 HILn MOOR 38' F30, H, J OR KE POST TYPE J 4 5• 38" 1/4" M.B. THROUGH POST 3T K kNO EQUAL 9TEELTBRACKET: 12 DEPTH OF I 39" ((}} FOR A OTHER 4 18"INSERT 41' SEE NOTES BELOW USE (2)313.0 HILTI KWIK FOOTING OR 1 CONDITIONS 4 5' x.168" (2)-1/4'0 POWERS WEDGE- BOLTS OR EOUAL 12• MIN. EMBD. i ASTM A36 BOLTS+ OR EQUAL, EACH CF04 4:EMBEDMENT DEPTI STEEL BRACKET TO SLAB. KWIK BOLTS) T.O.C. MINIMUM DISTANCE TO EDGE OF SLAB - 4' OR l ' 1 •;+ uJ TO CRACK= 10' d :•+r 7d ASTM A572 STEEL (1 �' MIN. EMBEDMENT) 3';; ' • :; w w OM I DE TH n (1}12'OM.B, s�•�� ;� X LONG, 1- �. ti 3/1B- SLAB SHALL BE IN ;•� `'• •'/ ' ' . POURED CONCRETE FROM END 2 L; • • :; co GOOD CONDITION FOOTING SEE NOTE �, ., ,•„•. OF POST 0 3' O. POST(STL) z OR 3 1/2' MIN. FOR 00 POURED SQUARE SEE FTG. OR 4• SQ. POST (STL.) aFP �N QUA �CR� SCHEDULE IN BEAM INSERT IN BEAM SPAN TABLE FOOTING SPAN TABLE PL.5/8'THK { % 8 SQUARE POST EMBED. 9 l EXISTING SLAB - - 3” SQ. POSTS TO CONC. FOOTING INTO FOOTING 11n• B• 11rz• ATTACHED ALTERNATE FTG. CUSE SIZE SO. 18• DEEP ' CUBE FTG. 18' 18' SQ. 12' 20' 21' SQ. 12' 22' 25' 3Q. 18' 24' 28" SQ. 20• 26' 32" SO. 23- 28" 35" SQ. 25- 30" 39" SQ. 28- 32' 43' SO. 30' 34" 47' SO. 32' 38' 51' SQ. 34' 38" 55' SQ. 3T 40' 80' SQ. 39" 42' 84' SQ. 41' 44' 89' SQ. 43' • CUBE FOOTING W/4• SLAB ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23' 8 24' CUBE (2}12.0 3 114' 26' - 30' CUBE (4)-W-0 3 114- 31' - 34' CUBE (4)8/8.0 4- 35' - 39• CUBE (4}3/4.0 4 3/4' 40'-42•CUBE (4)314.0 4314' NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED EVALUATION DRAWN BY: E.N. WELDED STEEL BASE PLATE NOTES: LIVE LOAD - BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 1. DO NOT USE ALUM. T BRACKET WITH 3X8 BEAM 9" SO. x S/8' B, C• D. F, G, 8 H FREESTANDING BASE PLATE ANCHOR W/fNSERT, MAG BEAM. 4' OR ?'I -BEAMS. 2. POST TYPE E BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE) INSTALL WASHER PLATE. 2'X)6"X5)¢'AT HORR WIND ALPINE AVE., SACRAMENTO, CA 9SB28 STEEL T BRACKET. (4)- 3/4.0 HILTI KWIK BOLT TZ STAINLESS RANCHO CUCAMONGA• (951) 9"x9'x 618' STEEL PER I.C.C. ESR -1917 OR EQUAL 3. POST TYPE F DO NOT USE STEEL= BRACKET W/7" 133EAM. SHEET 100E 33 (4 3/4• EMBEDMENT DEPTH) EVALUATION DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. COLUMN LIVE LOAD - PATIO COVER SYSTEMAS MFG. BY: REPORT NUMBER REP RT ODATE: IN1/2011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 20 8 30 per DURALUM PRODUCTS, INC. 1(916)462-7021 ER- SCALE: NONE CA 741-2107 AND EMBEDMENT HORR WIND ALPINE AVE., SACRAMENTO, CA 9SB28 REVISEDBY: RANCHO CUCAMONGA• (951) 80, 1006110 MPH FAX403-1519 solea®dureNm.com SHEET 100E 33 HEADER BEAM TYPES & ATTACHMENT DETAILS 152" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP LIVE LOAD = 1o, zo&.Pal 3.00" SQ. 2.00" 1 79" SPLICE WHERE1 OCCURS \ SPLICE CWHERE 8PLICE WHERE OCCURS NOR. WIN 8288 ALPINE AVE., 8ACRAMENTO, CA 05a28 1(915)452-7021 ER- REVISED BY: � n 2.57" 2.19" a.6• a.e• 2.04. ow q3. 14"R TYR " 2.04• Oer ivP. —y-6" TYP. 4.0000 28" 2,r ASTM AM GRADE 40 .038" R.F. GUTTER FASCIA -ALUM. ALLOY 3004-H36 O ALUM. ALLOY 6063-T6 B ALUM. ALLOY 6063-T6 �n'. ALUM. ALLOY 6063-T6 6.5" ROLLFORMED 4.5" GUTTER _G. GUTTER MAG BEAM 3" SQ. STEEL BEAME w �P BF 3.0• 3° _ `� HT12" s.8• MAX 2" e.6• 0 . 3111 �Q*' .042• OCCURS._— 4" O URRS IV:� Q� 032"_ 8.0" 070 042" 032" TYP. 110• TYPr+p . ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 ALUM. BOY O ALUM ALLOY G ALUM. ALLOY 3004 H38 OR EQUAL J OR EQUAL O 4 1 -BEAM 7 1 -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM �_3X8BEAM I 9" MAX. 3° B" MAX. 3• 9" �5- _T 375" --� .042" .042" •042" T • 14 Ga 7.8 5" ALUM. ALLOY 6063-T8 T"o.125• ASTM A663 GRADE 60 6.656" 8" ALUM. ALLOY 3004-i36 ALUM. ALLOY 3004-138 OR EQUAL OR EQUAL _TI 1 45• 375" �j�' ALUM. ALLOY 3004-136 L --i 2.875" `•1.75"� 1 OR EQUAL O 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM O W/ DBL. AL A 3 x 8 STELINSERT O STEENS RT O SPLICE /INSERT O I.C.C. E.S. EVALUATION DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = 1o, zo&.Pal PATIO COVER SYSTEM MFG. BY: DUPRODUCTS, INC. REPORT NUMBER DATE: 1n1/2011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TYPE9 NOR. WIN 8288 ALPINE AVE., 8ACRAMENTO, CA 05a28 1(915)452-7021 ER- REVISED BY: RANCHO CUCAMONOA, CA (BS1) 741-2107 BO,0 MPH FAX 403-1518 e8l88@ft,,_.w SHEET 11 OF 33 I SPLICE DETAILS Cl1 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT 1 I 1 1 IS T& B. 11 #12 S.M.S. II TYP. THICKNESS =.035' (24 TOT TYP. THICKNI,S =.035- + .035°+ + + ++ ++ ++ ++ ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6083-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C.SPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WHERE 4n — OCCURS 070" oC TYP. O ALUM.ALLOY 6063-T6 4"I -BEAM MOMENT CSPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WH oCCU ALUM.ALLOY 6063-78 7" I -BEAM MOMENT CSPLICE A.S.W. EA. TY NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR I -BEAM ALUM ALLOY SO. POST,CONNECT WEB (8081-T8) ALTERNATE I TO POST W/(2)-112.0 Sn„ C -BEAM THRU-BOLTS �0SO. POST N 01�BEAM TO POST CONN. 111z >� AX. STAGGER IN BEAM FLANGE ROOF PANEL 4'x3' ALUM. 'I' BM. OR !(4)-1/4.0 M.B. BEAM 7'x4' ALUM. 'I' BM. // TO BRACKET 2- 3/8'0 M.B. THRU STL.'r BRACKET TO POST. POST, SEE SCHEDULE — —r— ALTERNATE BEAM TO POST CONN. I.C.C. E.S. EVALUATION E.1 DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD. PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 11BY: IREVISEDBY: COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM SPLICE DETAILS 10.20 8 30 Pal DURALUM PRODUCTS, INC. l(glB)452-7021 ER- SCALE: NONE RANCHO CUCAMONGA. CA 741-2107 HORIZ. WIND $288 ALPINE AVE., SACRAMENTO, CA 95828 (851) 90, 100 6 110 MPH FAX 403.1515 seles@duralum.eom SHEET 12 OF 33 2414 x 1/2' S.M.S. EACH SIDE OF 3' SO. POST (4-TOTALI ALTERNATE. 1/i'0 BOLT W/ WASHER EA SIDE OF 3' SO. POST .10" O I.TiO•I } 2.35• r 40. POST 2-#14 x1/2" &M.S. EACH SIDE OF 3' SO. POST (4 -TOTAL) ALTERNATE: 1/4.0 BOLT W/ WASHER EA SIDE OF 3' S0. POST 3.00' 3" SO. POST OR 2240' GUTTER FASCIA BEAM TO POST CONNECTION DETAILS 'x 8" x.042" BEAM, " SO. STEEL OR IAG BEAM. (4)414 SDS @ EA. SIDE TOP & BOTT. TOT =16 'X 3" ALUM. OR TEEL POST MAG BEAM 3' SO. POST 3'SO. STL. BEAM 13 H - BRACKET TO POST .,.ALUM. ALLOY 3105-H25 1.50" 5�— 1.50" .28" 2" 2„ .018" —�- #8 x 2'SMS, 2 1/2" T P2 ..._... �. 1 1/2" Q. OR 2" LATTICE TUBE ALUM. ALLOY 3105-H25 .28" 1� 3 2 I — " 1 1/2• SO., 2" SO., OR 2"x3' LATTICE @ 3' O.C. MIN. TO 8.0.91. MAX. _F ASN_ - 2"x3" LATTICE TUBE 1 f i ATTICE TUBE TO RAFTER 17 'L' FASTENERS 1'-0" 4 - #14 SDS 2'-0" 6 - 614 SDS T-0" 12 - #14 SDS FASTENER SPACING o 3/4' #14 x 1/2' S.M.S. TOP & BOTT. (2) -TOT. ROOF PANEL ROLLFORMED OR — EXTRUDEO GUTTER #14 S.M.S. @12.O.C.— FASCIA 61/2'x2*X.024 — RAFTER '. 'Alsil11 )* FASTENER TO FASCIA - SEE TABLE FASTENER TO RAFTER TAILS - SEE TABLE 7�A_T_ TIONAL LATTICE TUBES OVERHANG 0 oa o o o GROUP FASTENER 8112' 0o ALUM. BRACKET X 2' 1' 'L' SEE TABLE RAFTER "TAIL" TO GUTTER 15 SOF GP% (4) - #14 x 3/4"TEK SCREWS BRACKET TO RAFTER 1/2" MIN. x •t = .040" Q 6063-T6 (4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS BRACKET TO BEAM .18 "U" BRACKET - RAFTER TO BEAM f I.C.C. E.S. EVALUATION DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD " PATIO COVER SYSTEM AS MFG. BY: DATE: i/1 ".jN BEAM TO POST 10, 20 & 30 pet DURALUM PRODUCTS, INC. REPORT NUMBER SCALE: NONE IREVISEOSY. COMMERCIAL AND RESIDENTIAL BTRUCTURAL ENGINEERING ATTACHMENT HORIZ. WIND " 8299 ALPINE AVE., SACRAMENTO, CA 91" ER- RANC170CUCAMONGACA(051)741-2107 90, 1008/10 MPH (919)452-7021FAX403.1519 sales@durehunmm SHEET130F33 P, DOUBLE RAFTER CONNECTION DETAILS BEAM TO POST CONNECTION LIVE LOAD" PATIO COVER SYSTEM AS MFG. BY: BEAM SPLICE TO DATE: 1/t 1!2011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO LATTICE OCCUR DIRECTLY OVER 518" 0 PLASTIC DURALUM PRODUCTS, INC. ER. I POST. NOT PERMITTED PLUG WHERE 1 1/2' OR 2•LATTICE #8 S.M.S. FESS/pN 6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE ALTERNATE 1/2' BOLT CONNECTIO DOUBLE RAFTER- Q PLAN 2 ��-A - PER SIDE 1' c q/iJA Fy I s' #14 SMS MAY ALTER NATE : tVQ r' �+ BE USE AS 4-#14 S.M.S. EAC 4 Z Z r 3.5' 3: ALTERNATE TO 1 /4'0 BOLTS RAFTER TO COL. — CONNECT. (8 -TOT Q.37948 rn 3.5• 0. 3.5" w 8" BEAM 1• C OR ❑2 5" 4.6' o B• C �F�Q 6-#14 SMS ) 1. EACH SIDE I 61/2" SIDEPLATE EA. SIDE SEE POST SCHED. 3'x 3'STL.POST (24') INSERT ATTACHED OR ° ALTERNATE: \—(2)-2x6.5- OR #14 SMS EA. SIDE TOP, MID HEIGHT 3'x 3'STL.POST COLUMN (2�'x8'HEADER AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES FOR FREESTANDING (2)-1/2'BOLT BEAM TO POST CONNECTION 21 2'x 8.5' SIDEPLATE POST SCHEDULE DBL. RAFTER DBL. HEADER CONN. 19 3" SQ. x .032" + (2)-2" x 6 1/2"x .024" 3" SQ. x .032" + (2)-2" x 6 1/2" x.032" W/ (6)-#14 S.M.S. EACH SIDE. 2] W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONIC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. #8 S.M.S. EACH SIDE LATTICE 1 1/2' OR 2" EXISTING SHEATHING 3 2x6" LEDGER 2"X6.5' OR 3"x8" RAFTER N (NEW OR EXIST.) ALTERNATE: 1/2* BOLT ALTERNATE: (2) SDS25412 (2)- #14 S.M.S. EACH RAFTER "' TO COLUMN CONNECTION c (4 -TOTAL) ALTERNATE: (2} 2x6.5" OR (2)•3'x8" HEADER EXISTING ALTERNATE: 1" STUCCO OR EQUAL CONNECTOR (2} #/4 S.M.S. EACH RAFTER 2.5" PENE. INTO EACH WOOD STUD EXIST. STUCCO / LEDGER STUB COLUMN TO DOUBLE HEADER CONN. 20 ATTACHMENT DETAIL 22 DBL. 3'X8'X.042 BEAM OR DBL. 2'X6.5'X.032' BEAM �— 5/8" 0 ACCESS HOLES INSTALL 6 - #14 X %' 3• SO. POST LONG SDS ® EACH HEADER TO COLUMN (12 FASTENERS PER CONNECTION) DOUBLE HEADER TO COLUMN DETAIL 23 I.C.C. ES. EVALUATION DRAWN BY: E.N. TOM CAMPBELL 6 ASSOCIATES, INC. LIVE LOAD" PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 1/t 1!2011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO LATTICE 10, 20630 pal 1(916)452-7021 DURALUM PRODUCTS, INC. ER. SCALE: NONE REVISED BY: RANCHO CUCAMONGA, CA (951)741. CONNECTIONS HOR12. WIND " 80, 100A 110 MPH 8288 ALPINE AVE, SACRAMENTO, CA 95828 FAX 403.15/9 ®tlur"lu salsamcom SHEET 14 OF 33 MINIMUM NUMBER OF REQUIRED COLUMNS FOR ATTACHED OPEN LATTICE & SOLID COVERS DRAWN BY: E.N. 5 2"X6.5"X0.024" SIDE PLATES POST Q LIVE LOAD. 5o 2"X6.5"X0.032" SIDE PLATES POST Q REPORT NUMBER 90 MPH 100 MPH 110 MPH 90 MPH 100 MPH 110 MPH EXP. B EXP. C EXP. B EXP. CEXP. B EXP. C EXP. B EXP. C EXP. B EXP. 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 5' 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 7' 2 2 2 2 2 3 8' 3 3 3 4 5 4 8' 2 2 2 3 2 3 9' 3 4 3 5 6 4 9' 2 3 2 3 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' 4 5 5 7 8 6 13' 2 3 3 4 3 5 14' 4 6 5' 7 8 6 14' 3 4 3 4 4 5 1 15' 5 6 5" 8 9 6 15' 3 4 3 5 4 6 * SEE SHT.14 FOR POST TYPES i ,i I.C.C. E.S. EVALUATION DRAWN BY: E.N. , TOM CAMPBELL & ASSOCUITES, INC. LIVE LOAD. PATIO COVER SYSTEM AS G. BY: REPORT NUMBER OATS 1/11/2017 gCq�,E; NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING MINUMUM REQUIRED COLUMNS 10, 20 6 30 Paf HORIZ. WIND DURALUM PRODUCTS, INC. 8263 ALPINE AVE., SACRAMENTO, CA 38328 ER- REVISED BY: 1. RANCHO CUCAMONGA, CA (951) 741-2107 30, 100 & 110 MPHSHEET (910)452.7021 FAX 403-7878 aatea®dureNm.00m 15 OF 33 10# L.L. 90 MPH FREESTANDING 5' 13'-7" & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C 12'-3" 31 6.5" ROLLFORM / 4" I -BEAM B 4.5"/ MAG GUTTER 3" SQ. STEEL BEAM 7" I -BEAM 12'-� 0.11" 31 F MAG BEAM B 10'-10,-0" 31 F 1517 B 24'-22,-4" 33 MAXPOST 120 B ATTACHED MAXPOST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED 5�FREESTAND MAX.COL. ao F ON SLAB w SPACING SPACING S (SPAN) G PACII S(SPAN (SPAN) SPACING SPACING (SPAN) POST MIN. POST SIN) MIN, POST 11'-2" ' " VIN.G. POST F OST FTG MIN. FTG. P I FTG. MIN.FTG. 11'-9 MIN FTG. 17 B 9'-11" (NG. TYPE (IN.) TYPE 22'-1" 33 TYPE (IN.) TYPE (N TYPE ) POST TYPE (IN') TYPE (IN') POST TYPE (IN') POST TYPE POST (IN') TYPE 4' 17'-0" 13'-4" " 12'-8 30 F 15 17 B 16'-1" 14'-10" 30 G 18 18 B 14'-4" 13'-3" 30 F 18 18 B 11'-5" 10'-10" '30 F 15 17 B 27'-0" - " 25 0 34 G 20 B 22 * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTN(((O'''TES:: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. I.C.C. E.S. EVALUATION DRAWN BY: E.N. 12'-3" 31 F 1618 B 14'-4"13'_3^ 31 G 1719 B 12'-� 0.11" 31 F 1618 B 10'-10,-0" 31 F 1517 B 24'-22,-4" 33 G 120 B 818 462-7021 FAX 4031818 eel"e ureWm.mm -4" 3 E 6' 11'-4" 11'-2" ' " 33 F 17 B 13'-1" 33 G 18 B 11'-9 33 F 17 B 9'-11" 33 F 16 B 22'-1" 33 G 21 B 10-4 19 12'-1" 20 0 =10' 19 9'-5" 18 20'-5 " 23 E 7' 9'-8" 10'-49,_7" 34 G 1719 B 12'-1 34 G 1 20 B 10'-; " 34 G 1719 B 9'-5"9,_0" 34 +G 171 B 2018 34 G 2124 B -2" g =11 ^ E 8' 8'-6•, 91-8., " 35 G 17 B 11'-4" 35 G 18 B 10'-2" 35 G 18 B 9'_1„ 35 G 17 B 19'-1" 35 G 22 B 8 -10 19 10'-6" 21 8'-10' 19 8'-7" 19 17'-8" 24 E 9' 7'-7" 9'_2" 37 G 18 B 10'-8" 37 G 19 B 9'-7" 37 G 18 B 8'-8" 37 G 18 B 18'-0" 37 G 22 E 7'-10" 19 9'-B" 21 7'-10" 19 7'-10" 19 16'-8" 25 F 10' 6'-9" 8'-8" ,_ . 38rG 18 B 10'-1" " 38 G 19 B 9'-1" 38 G 18 B 8'-4" 38 G 18 B 17'-1", 38 G 23 E 7 1 19 8'-7 21 ,_ " 7 1 19 , 7 -1 19 5 -10 " 25 F 11' 6'-2" " 3918 B 9'-2" " 39 G 19 B e'-8" 39 G 1s B 7'-11^ 39 G 18 B 16'-4^ 39 G 23 E 6-5 19 7'-10 21 - " s S 19 6'-5 " 19 5'-1" 28 F 12' 5'-8" 7'-11" 39 19 B 8'-5" 39 G 19 B - - - - - T-7" 39 G 18 B 15'-7" 39 G 23 E 5'-11" 19 7'-2„ 21 5'-11" 19 14'-5" 26 F 13' S'-2" 7'-7 5,_5" 40 B 7'-9 40 H 1 B - - - - - 7'-a 40 H 1919 B 15 3,-10„ 40 H 24 E s,_7" 21 5'-5" 26 F 14' 4'-10"PAN 41 JH' B 7'-2 s, 41 H 1 21 B - - - - - 7-1," 41 H 1919 B 14'-;3��"41 H 2 27E 2" F15' 4'-6" B 6'-8" 42 H 19 B _ _ _ _ _ 6'-10" H 19 B 14'-0" 42 H 24 E42 F,_G" �� �,_o" 42 ,o 1---4 12- „" * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTN(((O'''TES:: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. I.C.C. E.S. EVALUATION DRAWN BY: E.N. TOM CAMPBELL &ASSOCIATES, INC. SOLID POST SPACING TABLE LIVE LOAD. L PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 7/112017 NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 1 20 & OO'; DURAIUM PRODUCTS, INC. ER- REVISED REVISED BY: RANCHO CUCAMONCiA, CA (B51) 741-2107 AND ATTACHED HORIZ. WIND " 80,100 8 710 MPH 8288 ALPINE AVE., SACRAMENTO. CA 85826 SHEET 16 OF 33 10 0 L.L. BO MPH 818 462-7021 FAX 4031818 eel"e ureWm.mm 10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C TOM CAMPBELL & ASSOCIATES, INC. SOLID POST SPACINO TABLE DBL. 2°x6.5"x.032" BEAM / DBL. 3"x8"x.042" BEAM 3"x8" BEAM WINSERT DBL. 3"x8" BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO AND ATTACHED AND ATA CHER 10, 99 wt 3"x8" BEAM ER- REVISED BY: EACH w/ A 3"x8" STL. INSERT 10 M Ll. 90 MPH 5 o MAX.COL. ATTACHED FREESTAND ATTACHED AX'POST 5 c MAX.PO3T MAX POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.P03T FREESTAND m SPACING ON SLAB SPACING SPACING FOBEAM B- SPACING (SPAN) SPACNO (SPAN) AN POSTYPE °0 gT 2 x8S k 032 (NG PTY�PE (N.) PTOPE (NO. TYOPE O .) Po TYPST E (N.) TPOST (NO TPOST 'PE (N) TPOST ) TYPE(S YPE [33'4" 4' 17'-0" 12'-81'-9" 12'18'-10" 30 F 1517 B 18'-218'-9" 30 G 1719 B 23' 7" 34 G 1 21 B 36 G 2123 B 4, 30'-9" 5' 13'-7" 11'-4" 11'-4" 31 F 18 B 16'-3" 31 G 18 B 21'-1" 33 G 19 29'-1 ^ B 33 G 22 B 5' 1 Q'-8" 10'-7" 18 15'-0" 20 19'-8" 22 27-8 24 E 6' 11'-4" 10'-4g'-7" 10'-49�-8^ 33 F 1818 B 14'-103-8" 33 G 1820 B 19'-; T-9" 33 (j 271 2 22 B 33 G 2 B 6f C 25'-2" 25 E 7' 9'-8" 9-78'-10" 9-78'-11" 34 G 1719 B 13'-812.-8" 34 G 1 21 B 17'- 34 34 G 25 2 23 B 34 G 2 26 B 71 C 23'-3" E 8' 8'-6" 9'-0"8��° 8'-118.x. 35 (� 1719 B 12'- 35 G 1 21 B 18'-85-5" 35 (� 2123 B 23'-21'-9" 35 G 2328 B 8' 1,-10.. E E 9' T-7" 8'-8° 8'-5° 37 (� 17 B 12'-1" " 37 G 20 B 15'-9" 37 G 21 B 22'-3" 37 G 24 E 9' . ° 7-10 r-11" 19 11-2 22 . ^ 14-8 �- " 24 E 20 6 27 F 10' 6'-9" 8'-0"7.-2" 81-0"7'-6" 38 G 1 20 B 11-610_7" 38 G 2 22 B 14'-13'-9' 38 G 2 24 B 21 �- 19'-6" 38 G 2 27 E 10' E F 11' 6'-2" 7'-7" 39 G 18 B 10'-11" 39 G 20 B 14'-3" 39 G 22 B 20'-1" 39 G 25 11' 6'-6" 7'-2" 20 10'-1" 23 13'-2' 25 E 18'-7" 28 F 12' 5'-8" 7'-0" 7'-4" 39 G 18 B 10'-6" 39 G 21 B 3'- 39 G 22 B 19'-3 39 G 25 E 12' 6'-0" 6'-10" 20 g,�• 23 12'-7" 25 E 17'-9" 28 F 13 5'-2" 6'-8° 7'-0" 40 H 18 B 10'-1" 40 H 21 B 13'-1", ° 40 H 23 B 18''8" 40 �„� 25 E 13, 5'-6" 8'-4" 20 9'-3" . 23 12 -1 25 E 17'-1" 28 F 14' 4'-10" s' -05'_r 6'-g5'-10" 41 H 1 B 9'-8"8-11" 41 �--� 2124 B 12'-11._8" 41, �"� 2 B 7 41 H 26 20 28 E 6'-5• 15' 4'-6" 5'-74,_g" 8'-65 42 H 1 20 B 9��" 42 H 2124 B 12'-1 � 42 H 2326 B 17 5-11 42 H 2 29 E 15' �" g._8. �-3" E ^ F * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 26 FOR FREESTANDING FOOTNOTE: 'SAMPLE" FIGURE INDICATES EXPOSURE B -r::::]J— FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. I.C.C. ES. EVALUATION DRAYM BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. SOLID POST SPACINO TABLE LNE LOAD • 20 a PATIO COVER SYSTEM AS MFG. BY: DURAIUM PRODUCTS, INC. REPORT NUMBER DATE:111111011 SCALE' NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO AND ATTACHED AND ATA CHER 10, 99 wt 8288 ALPINE AVE., SACRAMENTO, CA 83828 ER- REVISED BY: RANCHO CUCAMONGA, CA (981) 741.2107 10 M Ll. 90 MPH 0,100 6 1 0 MPH (818) X32.7021 FAX 4011819 SRI ea�dureNm.mm SHEET 17 OF 33 10# L.L. 100 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C ,INC.. TOM CAMPBELL 8 ASSOCIATESINC SOLID BLE POST SPACING TA 6.5" ROLLFORM / 4" I -BEAM 4.5" / MAG GUTTER DATE: 1111/2011 3" SQ. STEEL BEAM 7" I -BEAM 10, 20 3 30 psf DURALUM PRODUCTS, INC. 1 MAG BEAM ER- SCALE: NONE RANCHO APD ATTACHED HORIZ. WIND " 8288 ALPINE AVE., SACRAMENTO, CA 95828 MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED 5 o MAX.COL. SPAPACING ON SCING LAB* S(SPAN) SPACING (SPAN) Sl CING (SPAN) SPACING (SPAN) SPACING (SPAN) POST �' POST POST NG' POST ' FTG. T MIN. MIN. FTG. TG' (IN.) TYPE (,N TYPE (NG' TYPE TYPE (IN.) POST TYPE ( POST TYPE POST TYPE (NG TYPE POST TYPE POST TYPE 4' 17'-0" 11 3'-0 " 30 G 1718 B 15"" 30 G 1719 B 13'-; 30 G 17 B 11'-; 30 G 1617 B 26'-23.,5" 34 G 2123 B ,-11 13' 11" 2'-5" 0,-5" 5' 13'-7" 11'-9" 31 G 17 B 13'-1 31 G 18 B 12'-4" 31 G 18 B 10'-4" 31 G 16 B 23'-3" 33 G 22 B 10'-8 19 12'-5" 20 11'-2" 19 9'-8 " 18 21'-0" 24 E 6' 11.x„ 10'-99.9" 33 G 1819 B 12'-;;��" 33 G 1 20 B 11'-39,_9„ 33 G 1819 B 9'-a"9,-1" 33 G 1719 B 21'-19,-2.. 33 G 2 B 24 E 7' 9'-8" 10'-0", " 34 G 18 B 11'-8" 34 G 19 B 10' S° 34 G 19 B 9'-3" 34 G 18 B 19'-8" 34 G 23 B 8 19 10'-6" 21 8'-4" 19 8'-4" 19 17'-9" 25 E 8' 8'-6" 9'-4" 35 G 19 B 1o'-1 " 35 G 20 B 9'-9" 35 G 19 B 8'-10" 35 G 18 B 18'-4" 35 G 23 B i -4" 19 9'-8 21 , 7 -4" 19 7'-4 " 19 16'-7" 26 E 9' 7'-7" 8'-9" 37 G 1919 B 10'-3", 37 G 20 B 9'-3" 37 G 19 B B'-5" 37 G 19 B 1i' -a" 37 G 24 E 6'-6" 8 -7 21 �- " 8 6 19 8 -8 " 19 1'--8 " 26 F 10' 6'-9" 8'-4" 38 G 19 B 9'-4" 38 G 20 B 8'-6" 38 G 19 B 8'-O" 38 G 19 B 16'-5" 38 G 24 E 5,.10" 19 7'-9" 21 5'-10" 19 5'-10" 19 14'-10" 26 F 11' 6'-2" T-9- '-4" 39 H 1919 B 8'-5; 39 H 20 B 7'-9"5,�„ 39 H 1919 B 7'-8 39 H 1919 B 15'- 4._2" 39 H 25 E -1" 21 5�4. 27 F 12' F-8" 7'-14,_10 39 H 1919 B 7,-9"6,-5" 39 H 2 B - - - - - 7�_1„ 89 H 19 B 15'-0" 39 H 25 E 21 4'-10 19 13'-6" 27 F 13' S'-2" 6'-7"4 40 H 191 B T-2 g'-0" 40 H 2 B - - - - - 6' 7" 40 H 19 B 14'-5" 40 H 25 E -6" g 21 4'-8 " 19 13'-0" 28 F 14' 4'-10" 6-14.2" 41 H 1919 B 6'-e6 41 H 2 B - - - - - 6'"14,_2" 41 H 1919 B 13' -?12,-6" 41 H 26 E 8" 21 28 F 15' 4'-6" 5'-63 42 H 1919 B 42 H -2-05, B - - - - - 5�$,, 42 H 19ia B 13-5� H 26�a E ��_�" ,4„ �" 42 r * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE' FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. I.C.C. E.B. EVALUATION DRAWN BY: E. ,INC.. TOM CAMPBELL 8 ASSOCIATESINC SOLID BLE POST SPACING TA LIVE LOAD" PATI COV SYSTEM AS MFG. BY: REPORT NUMBER DATE: 1111/2011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 3 30 psf DURALUM PRODUCTS, INC. 1 I ER- SCALE: NONE RANCHO APD ATTACHED HORIZ. WIND " 8288 ALPINE AVE., SACRAMENTO, CA 95828 REVISED BY: CUCAMONGq CA (B61) 741-2107 10 # L.L. 100 MPH 90,100 8110 MPH (918) 452-7021 FAX 403.1519 ssls3®Eun3Am m SHEET 18 OF 33 10# L.L. 100 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C DRAWN BY: E.N, TOM CAMPBELL 8 ASSOCIATES, INC. DBL. 74.5"x.032" BEAM / DBL. 3"x8"x.042" BEAM 3"x8" BEAM WINSERT DBL. 3"x8" BEAM REPORT NUMBER DATE: tit1R9II SCALE: NONERANCHO COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3"x8" BEAM ptl HORIZ. WIND • 8269 ALPINE AVE., SACRAMENTO, CA 96826 EACH w/ A 3"x8" STL. INSERT gi MAX.POST MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND 5o MA COL. ATTACHED FREESTAND ATTACHED MAXPOST iE 50 m 3 SPACING ON SLAB 1t SPACING SPACING FOBEAM 8" SPACING (SPAN) SPACING (SPAN) MIN. SPACING MIN. MIN,FTG. ANO. (SPAN) PTYOPE m MIN. MIN. MIN MIN. MIN. PT10ST 2'x8 6"FORx.032" (N.) TIN (N-) TYPE pNGj T'PE (N TYPE (IN.) PE (IN.) (NO TYPE TPYOPE 4' 17'-0" 12'-211-0^ 12'-411'-1^ 30 G 1618 B 17'-5i5,-9^ 30 G 1 20 B 22' 33 G 20 B 37-0" 36 G 2 B 4' 20'-5" -11" 24 5' 13'-7" 10'-11" 11'-0" 31 G 17 B 15'-7° 31 G 19 B 20'-3" 32 G 21 B 28'-8" 35 G 23 B 5, 9'-10" 9'-11" 18 14'-1" 21 18'-3 " 23 5'-10" 25 E 6' 11'-4" 10'-0" 10'-t ^ 33 (� 1719 B 14'-3 33 G 1 21 B 18'-68 33 G 2123 B 26'-2''-T' 34 G 24 B 8' e,-0" e,-1 ^ 2'-10^ �" C 6 E 7' 9'-8" e.�" e,�,. 34 G 120 B 13'- 34 G 20 B 17'-; s' 34 G 2 24 B 24'3"1'-10" 34 G 2 27 B 7, 8 -4 8'_5" 1.-11 „ 2 -s^ C E ;w 8' 8'-6" 8'-8' e'-9" 35 G 18 B 12'-4° 35 G 20 B 18'-0" 35 G 22 B 22'-8" 35 G 25 B 8- 7'-10" 20 11'-1° 22 14'-6 ° 24 E 20'-5' 27 E 9' 7'-7" 8'-2" 8'-3" 37 G 19 B 1t'-7" 37 (� 21 B 15'-1" 37 G 23 B 21'-4" 37 (� 25 E 9' 7'-2" 7'-5" 20 10'-s" 3 13'-8" 25 E 19'-3" 28 F 10' 6'-9" 7'-9" 7'-10"6,-9" 38 G 1 20 B 11'-09'-11" 38 G 21 B 14' 2"-11° 38 G 2 25 B 20'-18.x" 38 G 228 E 10' g.-6^ 3 E F 11' 6'-2" 7�-5" 7'-1"5'-t 39 H 4 20 B 10'-6"9�-s. 39 H 2 B 13'-824" 39 H 19,1T-5° 2 26 B 39 H 2 E 11' 1" s'-2" 24 E 29 F 12' S'-8" 39 H 1 B 10'-1 9.-1. 39 H 2 B 3 39 H 8 17 2 26 B 39 H 2 E 12' 5'-5" 5'-8^ 20 24 1'-10" E 16'-6^ 29 F 13' S'-2" 8'4" 6'-10"5'-3" 40 H 2 B 9'-8" 40 H 2 24 B 12'-;1 40 H 24 B 17'-96-0" 40 H 27 E 13' 5'-0" 20 8'_9" �" 28 E 30 F 14' 4'-10" 5'-7" 6,-7" 41 H 2 20 B e,�" 41 H 2225 B 2 41 H 7 -15��" 2 27 B 41 H 2 30 E 14' a,-6^ a' -t 0" e'-5. 0'-11. E F 15, 4'-6" 5'-2" 6'-4" 42 H 20 B 9'-0" 42 H 23 B 11'-8" 42 H 25 B 16'-7" 42 H 28 E , 15 4'-4" 4,-R„ 20 8'-1" 25 10'-7" 27 E 1a' -1t• 3o F * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 8' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE' FIGURE INDICATES EXPOSURE B --a FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. LC.C. E.S. EVALUATION DRAWN BY: E.N, TOM CAMPBELL 8 ASSOCIATES, INC. POST SPACING TABLE LIVE LOAD' 10, 206 90 PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. REPORT NUMBER DATE: tit1R9II SCALE: NONERANCHO COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING AND ATTACHED ptl HORIZ. WIND • 8269 ALPINE AVE., SACRAMENTO, CA 96826 ER- REVISED BY: CUCAMONOA, CA (8b1 741.2107 I 100L.L. 100MPH 90,1006110 MPH (916)462.7021 FAX403.1619°"1°.®dumkmoom SHEET 19 OF 33 10# L.L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C TOM CAMPBELL &ASSOCIATES, INC. SOLID POST 9PACOJO TABLE 6.5" ROLLFORM / 4" I -BEAM 4.5" / MAG GUTTER REPORT NUMBER 3" SQ. STEEL BEAM 7" I -BEAM HORIZ. WIND • } MAG BEAM REVISED BY: RANCHO CUCAMONOA, CA (5S1) 741-2107 100L.L. 110 MPH 80.1006110MPH (515)462-7021 FAX403-1518 aelaa®Cutalum.wm SHEET 20 OF 33 MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX POST FREESTAND ATTACHED MAX POST FREESTAND ATTACHED MAX POST FREESTAND ATTACHED pMAX.COL 3 SPACING ON SLAB* (SPAN) SPACING SPACING SPAC" (SPAN) (SPAN) POST POST POST POST POST MIN. nNG' SING TYPE SING' TYPE ANG' TYPE (IN.) TYPE (IN. TYPE (IND' POST TYPE (NG. POST TYPE POST TYPE (IN.) POST TYPE SING' POST (IN.) TYPE 4' 17'-0" 12' 10'-B" 30 H 1719 14'-9'2,-6" 30 H 1 20 B 13'-0'1 30 H 1819 B 10'-90_1" 30 H 1719 B 24'-21'-0" 30 H 2224 B -2" 5' 13'-7" 11'-3" 31 H 18 B 13'-3" 31 H 19 B 11'-10" 31 H 18 B 10'-0" 31 H 17 B 22'-3" 31 H 23 B 19 11'-2" 21 s,�„ 19 s'-2" 1s 1$'-9" 24 E 6' 11'-4" 10'-4" 33 H 1919 B 12'-; 0,-2" 33 H 2 B 10'- 33 H 1918 B 9'-57'-10" 33 H 1819 B 20' 33 H 2325 B -10" 21 7'-10^ 17'-2" E 7' 9'-8" 9'-7" 34 H 19 B 11'-2" 34 H 20 B 10'-0" 34 H 19 B 8'-11" 34 H 19 B 18'-10" 34 H 24 B 6'-8" 19 9'-5" 22 6'-8" 19 6'-8, 19 15'_11„ 26 E 8, 8'-6" 8'-9" 35 H 19 B 10'-5" 35 H 21 B 8'-9" 35 H 19 B e'-7" 35 H 18 B 17'-7" 35 H 24 B 5'-10" 19 $'-9" 22 5'-10" 19 5'-10" i9 4'-10" 26 E 9' 7'-7" 7'-105, 37 H 1919 B 9'-s7'-10^ 37 H 2122 B 7'-1 s 37 H 19 B 7'-10" 37 H 19 B 1 s'-7" 37 H 25 E 2„ -2" ,_ " 5 2 19 14'-0" 27 F 10' 6'-9" 7'-0" 38 H 19 B 8'-6" 38 H 21 B 7'-0" 38 H 19 B 7'-0" 38 H 19 B 15'-9" 38 H 25 E 4,_8" 19 7'-0" 22 a'-8" 1 g 4'-8" 19 13'-3" 27 F 11' 6'-2" 6'-5" 39 H 19 B 7'-9^ 39 H 21 B 6'-5" 39 H 19 B 6'-5" 39 19 B 15'-0^ 39 H 26 E 4'-3 ^ 19 g'_5^ 22 q'_3 " 19 q'_3• i9 12'-8" 28 F 12' 5'-8" 5'-13 39 H 1919 B 7'-15 39 H 2122 B - - - - - 5,-13.11; 39 H 19 B 14'2,_1" 39 H 2 E -11" -10" 9 28 F 13' 5'-2" 5'-5" 40 19 B 6'-7" 40 J 21 B - - - - - 5'_5" 40 19 B 13'-10" 40 27 E 3'-7 " 19 5'.5^ 22 3'-7" 19 11'-8" 29 F 14' 4'-10" 5'_03,x" 49 J 1919 B 8'-1"50" 41 J 2122 B - - - - - 5.0'3,-4^ 41 J 1919 B 13'41. 41 229E .J F 4'-8"1 42 J 19, B 5,_8„d,_p„ 42 J 21„ B - - - - - a'-8"„ 42 J 19 B 12 _10_ � 0^4 42 E 15' 4'-6" � " q ," a �• j —2-7,. * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 8” EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. I.C.C. E.S. EVALUATION DRAWN BY: E.N. DATE' 1/I IR511 TOM CAMPBELL &ASSOCIATES, INC. SOLID POST 9PACOJO TABLE LIVE LOAD • 10, 205.30 pal PATIO COVER SYSTEM AS MFG. BY: DURAL PRODUCTS, INC. REPORT NUMBER SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING AND ATTACHED HORIZ. WIND • IN 5258 ALPINE AVE., SACRAMENTO, CA 955T8 ER REVISED BY: RANCHO CUCAMONOA, CA (5S1) 741-2107 100L.L. 110 MPH 80.1006110MPH (515)462-7021 FAX403-1518 aelaa®Cutalum.wm SHEET 20 OF 33 10#. L. L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C TOM CAMPBELL 8 ASSOCIATES, INC. SOLID POST SPACING TABLE DBL. 2"x6.5"x.032" BEAM i DBL. 3"x8"x.042" BEAM 3"x8" BEAM WINSERT DBL. 3"x8" BEAM DATE: 1I1t/2011 REALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 3"x8" BEAM DURALUM PRODUCTS, INC. 8289 ALPINE AVE., SACRAMENTO, 95826 1(916)462-7021 EACH w/ A 3"x8" STL. INSERT REVISED BY: MAX.POST MAX.POST FREESTAND ATTACHED i5 C MA COL. X6 FREESTAND ATTACHED MAX POST FREESTAND MAX.POST ATTACHED FREESTAND ATTACHED MAX,POST o m SI ON SLAB * SPACING SPACING FOR DBL. FOR6• SPACING MIN. MIN. (SPAN) SPACING MIN. (SPAN) MIN. SPACING MIN. MIN. m MIN. MIN. 2'x8.5•x 03Y BEAM (NG POST SING. POST (NO' POST (IN.) POST (ING' POST (IN.) POST (SPAN) (IN.) POST (,NG' POST TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE 4' 17'-0" 11'-8"9.-8" 111-1U �'-0" 30 H 1718 B 16'-814,-1" 30 �"� 1 B 21'-88," 32 �"� 2123 B 30' 35 H 2325 B 4' 21 S'-11" 5' 13'-7" 10'-58'-10" 10'-7'8 31 H 1819 B 14'-112,_7" 31 H 221 B 19'-5'6,_5" 31 H 2 B 27'-S"23'-2" 34 H 2 26 B 51 -11" 23 E 6' 11'-4" 9'-7" 9'-8" 33 H 18 B 13'-811,-6" 33 H 222 B 1714'-11" 33 H 2224 B 25'-21.-2" 33 H 25 B 6, 8'-1" 8._2" 0 C 7 E 7' 9'-8" 8'-10" 8'-11" 34 H 19 B 12'-7" 34 H 21 B 16'-5" 34 H 23 B 23'-2" 34 H 26 B , 7 7'-5" 7'-6" 20 10'-8' 23 13'-10" 25 C 19'-7" 28 E 8' 8'-6" 8'-3" 8'-4"g-10. 35 H 2 B 11'-110-0" 35 H 2123 B 15'-4" 35 H 2 25 B 21'-88._4. 35 `..I 26 B 8- 7�-0• 21 2'-11" E E 9' T-7" 7'-106,-6' 7'-10"6,-1" 37 H 2 B 11'-29.-5" 37 H B 14'-62.2" 37 H 24 B 20'��,-0" 37 (.{ 9. 21 24 8 >< 10' 6'-9" 7'-2" H 2 B 10'-78'11• 38 H 22 B 13'-91.7„ 38 H 2 Zg $ H 1Q' 5-11'7'-6" 5'5"38 21 4 E1911'"38 11' 6'-2"6-6" 7'-1" 39 H 20 B 10'-1" 39 H 23 B 13'-1" 39 H 25 B 18'-6^,_ 39 H j7E 1' 21 8'-6 " 4 11'-0" 27 E 15 7 " 12' 5'-8" 5'-11 6-t04,-6.,39 H � B 9'-8" 39 H 225 B 250,_7" 39 H 2 B 7 39 H 12' 4'-11. 1 8'-2" 27 E 4,_11. 13' 5'-2" 5'-8" 6'_3"4,-2• 40 J 2 B 9'-3" ,_10" J 2 25 B 12'-00._2" 40 J 227 B 17'-04 40 J 13' 4,-6• 21 .40 E -4" 14' 4'-10" 5'-1" 5'-10 41 J 2 B 8'-11 1. 41 J 24 2 25 B 41 J 2 28 B 41 J 29 E 4 -2" 3'-11• 21 9'-9" E16'-5".,-10" 1 FF1415' 4'-6" 42 J 20, B 8'-7" 42 J 24,R B11'-2q,5� 42 J 15 - - 2 28 B 42 J 29E z�„" �.A. �._�" F * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS. CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SMT. 10 FOR ATTACHED & SHIT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE FIGURE INDICATES EXPOSURE B --}� Ir�I FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. I.C.C. E.S. EVALUATION DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. SOLID POST SPACING TABLE LIVE LOAD " PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 1I1t/2011 REALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10.20830 psf ND DURALUM PRODUCTS, INC. 8289 ALPINE AVE., SACRAMENTO, 95826 1(916)462-7021 ER REVISED BY: RANCHO CUCAMONGA. CA (9S1) 741.2107 AND ATTACHED 10 M L.L 110 MPH 0.0RIZ 100 5b 170 MPH CCA FAX 403.1519 sales dulafum.c"m SHEET 21 OF 33 20# I L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C SOLID POST SPACING TABLE LIVE LOAD - 6.5" ROLLFORM / 4" I -BEAM 4.5" / MAG GUTTER 3" SQ. STEEL BEAM 7" I -BEAM DUI LUM PRODUCTS, INC. ER- MAG BEAM RANCHO CUCAMONOA CA (051 741.2107 ) AND ATTACHED 20 4 L.L. I IO MPH HORIZ. WIND - 90•100 d 110 MPH 828!) ALPINE AVE. SACRAMENTO, CA 86828 (016) 462-7021 FAX 403.1618 4-I"•�durelum.oan SHEET 22 OF 33 MAX.POST FREESBE ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAXPOST FREESTAND ATTACHED o MAX.COL ON SLAB* (SPASPACING N) SPACING PACING SPA N (SPAN) SPACING ( FTG' POST FTG. POST FTG POST FfG FTG. FTG. FTG • MIN. FTG. MIN. FTG. MIN. �C, MIN. (IN.) (IN') (IN') ON.)* POST (IN') POST (IN') POST ON') POST ON') POST (IN') POST (IN') POST TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE 4' 8'-11" 10'- 9�_g„ 30 H 1618 B 12'-1V-4^ 30 H 1719 B 10'-;o,-2- 30 H 1719 B 9,_6,�g,•1^ 30 H 1618 B 20'-69-2" 31 H 2 23 F 5' 7'-1" s -a" " 31 H :- B 10'-1111 31 H .: B s' -s^ 31 H 17 B 8.10^ 31 H 17 B 18'-4", 31 H 21 F , 8-8 19 10'-1" 20 9'-1" 19 8'-4" 19 17-2' 24 6' V-11" 8'-611 ^ 33 H 18 B 9'-8" 33 H 18 B 81-11" 33 H 18 B e'-2" 33 H 17 B 16'-9" 33 H 22 F 7 -10 19 8'-5" 20 7'-10" 19 7'-9" 19 15'-8" 24 7' 5,_1" 7'-10", " 34 H 18 B 8'-3" 34 H 1 ' B 8'-3'1 34 H 19 B 7'-7" 34 H 19 B 15'-6" 34 H 22 F 6 -8 19 7'-3" 20 ,_ " 6 8 19 6 -8" 19 14'-6" 25 8' 4'-5" 7'-4- 35 H 18 B 7'-3" 35 H 18 B 7'-8" 35 H 19 B 7'-1" 35 H 18 B 14'-6" 35 H 23 F 5'-10" 19 6'-4" 20 5'-10" 19 5'-10 " 19 13'•6" 26 9' 3'-11„ 6'-115._2. 37 H 1919 B 6' -Ss 37 H 1 20 B 71.3"5,_2- 37 H 1919 B 6'-8"s'-2- 37 H 1819 B 13'-82,-9" 37 H 23 F -T 6 10' 3'-6" 6'-7" 38 H 19 B 5'-9" 38 H 18 B 6'-114,_8. 38 H 191 B 61-4" 38 H 19 B 13'-0" 38 H 24 F 4'-8" 19 5'_1" 20 g 4'$" 19 12'-1" 27 11' 3'-2" 6'-3'1 39 J 19 B 5'-3" 39 18 B 6'-5" 39 19 B 6'-0" 39 19 B 12' 39 2 28 F 4'-3" 19 q'_7 " 20 q'_3" 19 q'_3^ 19 11'-4^ 12' - 5'-10" 39 19 B 4'-10" 39 18 B 5'-10" 39 J 19 B 5'-9" 39 19 B 11'-101, 39 25 F 3'-11- .� 1g 4'-2" .� 20 3'_11" 19 3'-11" .� 1g 10'-5" .� 27 13' _ 5'-5" 40 19 B 4'-5" 40 J 18 B 5'-5" 40 J 19 B 5'-5" 40 J 19 B 11'-0" 40 J 25 F 3'-7" .� 1g 3'-11" 20 3'-7" 1g 3'-7- 1g 9'-7" 27 14' - 51-0 41 J 1919 B 4'•2 3'-7" 41 J 1 20 Bw 41 J 1919 B 5'-0'1 41 J 1919 B 10'-2 41 J 25 F 3'-4" , " 3 -4 8 -11" 27 15' - q_S1z,_�- 42 J 1919 B 3'-10',x- 42 J 1920 B 42 J 191A B 41-9",,_4- J 1910 g1.6 42 J 25 F 42 B Q A^ THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE' FIGURE INDICATES EXPOSURE B jj FIGURE INDICATES EXPOSURE _ ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. I.C.C. E.S. EVALUATION DRAWN BY: E.N. TOM CAMPBELL &ASSOCIATES. INC. SOLID POST SPACING TABLE LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: REPORTNUMBER DATE: 1!112011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOWEERIND FREESTANDING 10, 2D 8 30 Dsf DUI LUM PRODUCTS, INC. ER- SCALE: NONE REVISED BY: RANCHO CUCAMONOA CA (051 741.2107 ) AND ATTACHED 20 4 L.L. I IO MPH HORIZ. WIND - 90•100 d 110 MPH 828!) ALPINE AVE. SACRAMENTO, CA 86828 (016) 462-7021 FAX 403.1618 4-I"•�durelum.oan SHEET 22 OF 33 20# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL / DBL. 2W.5" z8" DBL. 3x8"x.042" BEAM WWI BEAM w/INSERT BEAMBEAM E 5q COL. MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.P03T MAX.POST FREESTAND ATTACHED m SPACING ON SLAB* SPACING SPACING FOBEAM S" SPACING (SPAN) SPACING (SPAN) MIN MIN. MIN. MIN MN. G. SIN) NAN POST 2x8 5'x.032' (NG POPE (N) TPOST YPE (IN) TPOSTYPE (N TPOST YPE (N.) TYPE 4' 8'-11„ 9'-B" 9'-9" 30 H 1818 B 1312'-10" 30 H 1 ZO B 17'- 8'-8" 30 �"� 2 2 C 9'-0" 9,_1. 22 . E 5' 7'-1" 8'-7" 8'-8' 31 H 1719 B 12'-41�-8" 31 H 1921 B 16'-04'-11" 31 H 2 2 23 C . g�-1" 6,_1- , E s' V-11„ 7'-11" 33 H 1718 B 11'-;0,-6" 33 H 1 -to B 14'-13-8" 33 H 2123 C 2 7,-0" 7•-5• 1 E T 5'-1 ^ 6'-11"7'-4" 34 H 1 B 10'-59,_9„ 34 H 2 22 B 13' 82 34 H 2124 C 1 6'-10" 20 -7" E 81 4'-5- 6'-1" 6'-10" 35 18 B 9'-9" 35 B 12'-8 "'-10" 35 H 122, E 1 6,-5" 0 9,-1- 3 25 E 9` 3'-11,. 5'-5" 8'-6" 37 H 1 B 9'-2"8,_7- 37 H 2123 B 11'-11-2" 37 H 22 E 1 4.6- 5,-11" 20 5 E 110' 3'-6^ 4'-10"4,-3" 6'-1" 38 H 1 20 B 8-8"8,-1" 38 H 2123 B 11'-40-7• 38 H 23 E 1 5,�" 5 F 11' T-2" 4'-5• ._10" 5'-7" 39 J 1 20 B s'-3"7,-9" 39 J 2124 B 10'-90,_1. 39 J 23 E 1 4,-10- 6 F 12, _ 4'-0" 5'-1" 39 J 1 B 7-117,_5° 39 J B 0 39 J 1 Z 28 E 3,_6" 4,-0. 20 4 9'-8^ F 13' - 3,_9. 4'-8" 40 J 1 B 7'-8"7,-1" 40 J 2 24 B 9'-119,_3^ 40 J 24 E 1 3'-3' 4'-1^ 20 27 F 14' 4,�" 41 J 1 B 7'� 41 J 2 25 B 9'-78'-11 ^ 41 J 1 2 27 E T-0" 3'_10^ 20 8'-10• F 15' - 3'_3- 4'-1" 42 J 1 20 B 7'-1"6,-0- 42 J 22 B 9'-3°8,-7- 42 J 1 2 27 E 3'-7- F * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE \ SELECTED BEAM. NOTE: FOOTJNG SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED S' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT- 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. 12' OR LESS EXP.B&C I ACH WI A 3"x8" STL. INSERT 5� MAX.PO3T FREESTAND ATTACHED 0 SPACING FTG MIN. FTG. MIN. R g (SPAN) ((N.) POST TYPE (IN.) POST TYPE 5'-3" 33 H 22 F 4, 23'-7" 25 2'-7" 32 H 23 F 5, 21'-1" 25 0'-8^ 33 H 23 F s, 28 s'-1^ 24 1 T-10" 34 H 27 F 7' 7 -10" 35 H 25 F 81 18'-8" 28 s' -1o" 37 H 25 F 9' 15'-9" 28 26 , 14'-11 38 H 29 F 10 5 ' 1 4'-3- 39 J 2 29 49F 11' 4- -7 26 13'-8- 39 J 29 F 12, 4'-0"27 , 40 J 30 F 13 7 , 12'-7- 41 J 30 F 14 12'-2" 27 42 J. 31 F 15 DRAWN BY: E.N.SOLID LryE Lpgp . PATIO COVER SYSTE AS MFG. BY: I.C.C. E.S. EVALUATION TOM CAMPBELL & ASSOCIATES, INC. POST SPACING TABLE REPORT NUMBER DATE: 1/71/1011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10.2..3.. PDURALUM PRODUCTS, INC. EIS SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 AND ATTACHED 0,0RM 100 8 110 MPH (916 ALPINE AVE., SACRAMENTO, CA 88328 SHEET 23 OF 33 REVISED BY: 20 d L.L. 11OMPH (010)462-7021 fAx 403.1618 selee�dureNm.com DRAWN BY: E.N.SOLID LryE Lpgp . PATIO COVER SYSTE AS MFG. BY: I.C.C. E.S. EVALUATION TOM CAMPBELL & ASSOCIATES, INC. POST SPACING TABLE REPORT NUMBER DATE: 1/71/1011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10.2..3.. PDURALUM PRODUCTS, INC. EIS SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 AND ATTACHED 0,0RM 100 8 110 MPH (916 ALPINE AVE., SACRAMENTO, CA 88328 SHEET 23 OF 33 REVISED BY: 20 d L.L. 11OMPH (010)462-7021 fAx 403.1618 selee�dureNm.com 30# S.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C POST SPACING TABLE LIVE LOAD, 6.5" ROLLFORM / 4" I -BEAM 4.51 MAG GUTTER 3" SO. STEEL BEAM 7" I -BEAM jPU.LUMPRODUCTS, INC. ER- MAG BEAM RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED 30 M L.L. 110 MPH HORR. WIND " 90, 100 8 110 MPH 8289 ALPINE AVE., SACRAMENTO, CA 95828 (91B) 452-7021 FAX 403-1519 fete-®dui-Wm.com SHEET 24 OF 33 MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POS7 FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.PO3T FREESTAND ATTACHED o MAX.COL. co 9 a SPACING ON SLAB (SPAN) S SPAN)G (PANG S( PCAN G S(SPAIN) FTG. POST FTG. MIN.FTTGMST POST FTG POST FTG. POST FTG. FTG' MIN FTG. FTGPOST MIN. (IN.) TYPE .TYPE (IMIN. PE (IN.) TYPE (IN.) TYPE CIN.) POST TYPE (IN.) POST'' TYPE (IN.) POST TYPE (IN.) POST TYPE (IN.) TYPE 4' 6'-2" 910.1 310 J i s B 10'-7" 30 J 16 B 9'-5" 30 16 B 8'-7^ 30 J 15 B 17'-9" 30 20 F 8'-7" 18 9'-10" 18 9'-0" 18 8'-3" 17 16'-11" 22 5' 4'-10" 8--l' 31 16 B 8'-8" 31 J 17 B 8'-5" 31 J 1 s B 7'-9" 31 16 B 15'-11" 31 20 F 7'-8" 18 7'-11 " 18 8'-1" 19 7'-5" 18 15'-2" 23 6' 4'-0" 7 -4^ , ^ 33 17 B 7'�' ^ 33 17 B 7'-9" , 33 J 17 B 7'-1" 33 16 B 14' s" 33 J 21 F 7 -0 19 6'-7 18 7 -4 ^ 19 . 6 -9" 19 3'-10" 24 ' 7' 3'-6" s'-10" 34 J 17 B 6'�" 34 J 17 B 7'2" 34 17 B 6'-7" 34 17 B 15,_6„ 34 J 21 F 6'-6" 19 5 -8 ^ 18 ,_ ^ 6 8 19 6'-3" 19 14'-6^ 24 8' - 6,�„ 35 J 18 B 5'-5",- 35 J 17 B 6,_8^ 35 J 18 B 6'-2" 35 J 17 B 13'-5" 35 J 22 F 5'-10" 19 a 4 11 18 ,_ 5 10" 19 5'-10" 19 12'-9" 25 9' - 6 -0^ 37 J 18 B 4'-10• 37 J 17 B 6'-4" 37 J 1 s B 5'-s° 37 J 18 B 12'-7" 37 J 22 F 5'-2" 19 4'-5" 18 5'-2" 19 5'-2" 19 12'-0" 25 10' - 5.8^ 38 J 1 s B 4'-4• 38 J 17 B s'-0^ 38 J 18 B 5'-s^ 38 J 18 B 1 t'-10" 38 J [3? -25 F 4'-8" 19 3'-11" 18 4'-8" 19 4'-8" 19 10'-10" 11' - 5.5. 39 J 18 B 3'-11" 39 J 17 B 5'-8" 39 J 19 B 5'-3^ 39 J 18 B 10'-s" 39 J 22 F 4'-3" 19 3'-7" 18 W-3 ^ 19 4'-3 ^ 19 9 =9 " 25 12' - 5 -2^ 39 J 19 B 3'-7" 39 J 17 B 5'-5^ 39 J 1 s B 5'-0" 39 J 18 B 9'-9" 39 J 22 F 3'-11" 19 3'-3 " 18 3'-11" 19 . " 3-11 19 8'-10" 25 13' - 5'-0" 40 K 19 B 3'-4" 40 {� 17 B 5'-3" 40 K 19 B 4'-10" 40 K 19 B 8'-11" 40 K 22 F 3,_7" 1 g 3,-0" 1 g 3'-7" 1 g 3'-7" 19 8,_1 ^ 25 14' 4'-10",�^ 41 K 1919 B 3'-1�,_1n" 41 K 171R B 5'-0"�,�" 41 K 19 B 4'-a^,,�," K 1914 B 8-3"�� K - -in 41 41 F * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED O EACH SIDE FOR FREESTANDING ONLY SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. I.C.C. E.S. EVALUATION DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC.SOLID POST SPACING TABLE LIVE LOAD, ATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 1N 111011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING to, 20 830 pi; jPU.LUMPRODUCTS, INC. ER- REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED 30 M L.L. 110 MPH HORR. WIND " 90, 100 8 110 MPH 8289 ALPINE AVE., SACRAMENTO, CA 95828 (91B) 452-7021 FAX 403-1519 fete-®dui-Wm.com SHEET 24 OF 33 30# S.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C TRIBUTARY 90 MPH 100 MPH 110 MPH DBL.2"x6.5"x.032" BEAM DBL. 3"x8"x.042"BM 3"x8" BEAM WINSERT DBL. 3"x8" BEAM 3'-4" SQ xT-6" SQ x 4'-0" SQ x 18 DEEP OR 3"x8"BEAM 18 DEEP 20' OR LESS 4'-0" SQ x EACH w/ A 3"x8" STL. INSERT 5'-0" SQ x 18 DEEP 18' DEEP 18 DEEP Ic MC L. MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED �o MAX.POST MAX.POST FREESTAND ATTACHED co SPACING ON SLAB* SPACING SPACING DBL. FOR 3"� 8' SPACING (SPAN) SPACING (SPAN) MIN SPACING MIN. MIN. POSTYPE FTG. FTG. (SPAN) FTG. POST _ m3 MIN. MIN. MIN MIN. POST FTG. MIN 2'xB.5FOR - (ING. TPYOPE (NG TPOSTYPE �IHG TpO§TYPE NO. TYPE (IN.) TPOST (IN.) (IN.) (IN.) TPOST TYPE YPE 4' 6'-2" 8'-4" e' 5" 30 J 1517 B 11'-1V-4" 30 1719 B 15'-54r_9,r 30. J 1921 C 21,20'-10" 32 J 2124 F 4' 7-11" 8._O,r J E 5' 4'-10" 7-4° T-7° 31 1618 B 10'-8 pr_2e 31 1 20 B 13'- 3r-2° 31 J 1 C 19-7-18'-8^ 31 224 F 5' 6'-7^ 7._2e 22 E 6' 4'-0r, s'-1" s'-11"sr-7rr 33 J 1618 B 9'-9"nr-3,r 33 J 18 B 12'-82,_1^ 33 2 C 17, 33 J 2 25 F 6' 5 s" 1 .� 22 E 17-0" 7' 3'-6e 5'-3" s' S" 34 J 1719 B 9'-0"8.-7" 34 1 21 B 11'-s; j 20 C 18' 34 J . 2 28 F T q�-9" 5'-11" _�34 23 E 15'-9" 8' T-1" :-77 5'-9^ 35 1719 B 8'-5"8.-0" 35 J 1 B 10'-10-5" 35 J 2124E 15'-e4,-9" 35 J 23 F 8' 4'-1" 5'-2" 22 E 9' _ 4'-1" 5'-2" 37 J 1719 B 7'-117._7" 37 222 B 10'-4"9'-10. 37 14, 2124 E 37 J 24 F 9' q.�° .� .r� E 3'-11" 7 10' - 3._8» 4._7^ 38 J 1719 B 7'-8" 38 J 2022 B 9'-109.» 38 J 22 E 13'-103.2" 38 J 24 F 10' 4'-2" 7'-2" 4 F 7 11' - 3'-4" 4'-2^ 39 J 1719 B 7'-2 39 J 2 B 9-48'-11 ^ 39 J 22 E 13' 39 J 25 F 11' T-0" 3'-9" 6'-10" 23 25 F 12'-7" 8 12' - 3'-1" T-10" 39 J 17 B T-11" 39 J 21 B 8- 39 J 22 E 12'-8" 39 J 25 F 12' 2'-9" 3'-8" 19 e,_7» 23 8--" 25 F 12'-1" 28 13. _ 2'-10' 3' 7" 40 K 1719 B e'-7" 40 �( 2123 B e-7»8'-2" 40 K 2_3 E 12Z'-2"11'_7^ 40 K 2 29 F 13' 2,-6° 3�-2" 6'-4" 28 F 14' - 2'7" 3' 4" 41 �( 17 B 8'-4"----1 41 K 21 B 8'-3" 41 K 23 E '-9" 41 K 26 F 14' 3'-0 ° 19 5'-11 24 7'-11" 28 F 11'-2 » 29 * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED B' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING �11i 3Pc OF ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH 100 MPH 110 MPH WIDTH EXB&C EXB&C EXB&C 10' OR LESS 3'-4" SQ xT-6" SQ x 4'-0" SQ x 18 DEEP 18 DEEP 18 DEEP 20' OR LESS 4'-0" SQ x 4'-7" SQ x 5'-0" SQ x 18 DEEP 18' DEEP 18 DEEP FOOTNOTE: 'SAMPLE" j'SAMPLE" FIGURE INDICATES EXPOSURE B -1� �I I�"�JL.� FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. I.C.C. ES. EVALUATION DRAWN BY: E.N. DATE: +n 112011 TOM CAMPBELL &ASSOCIATES, INC.. LID POST SPACOVG TABLE LIVE LOAD • 10, 20 & 3o vat PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. REPORT NUMBER SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING AND ATTACHED HORI2. WIND • I 8288 ALPINE AVE., SACRAMENTO, CA 35028 ER- REVISED BY: RANCHO CUCAMONOA, CA S5/ 741-2107 ( 30 # L.L. 110 MPH 50,100 & 110 MPH (818)482-7021 FAX 403.1519 sales®Eur"Nm.com SHEET 25 OF 33 10# L.L. 90 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING -;m31��1 , )*` FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE B—a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. I.C.C. E.S. EVALUATION DRAWN BY: E.N. 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM LATTICE POST SPACING TABLE o PATIO COVER SYSTEM AS MFG. BY: OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT FREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POST FREESTAND *ATT. FREESTAND ATTACHED REPORT NUMBER 5 MAX.COL. MAX.POST MAX POST FREESTAND ATT. MAX.POST MAX POST mo m SPACING ONSLABw SPACING SPACING SPACING FTG MIN FTG SPACING FTG MIN. FTG. FOR DBL. FOR 3' x S' FTG. MIN• FTp. SPACING FTp MIN. BJ FTG SPACING FTG MIN. FTG. MIN. (SPAN) (SPAN) (SPAN) . SCALE: NONE AND ATTACHED (IN.) POST POST POST POST (SPAN) POST POST (IN.) (�) CIN.) 2'x6.5�c.032' BEAM (IN-) (IN.) ON.) (1N.) (IN.) (IN.) 8268 ALPINE AVE.• SACRAMENTO, CA 85828 SHEET 26 OF 33 TYPE TYPE TYPE TYPE TYPE TYPE RANCHO CUCAMONGA, CA (951) 741-2107 4' 17'-0" 12'-;;�-0" 30 G 1213 20'-019,-1e 30 (j 1416 14'-013-4 14'-2"13-6" 30 G 1214 261-4'-10 30 G 1517 36,'35'-1° 37 C7 1719 B 4, 5' 13'-T' 1i' -a^ 31 G 1-2,17'-1 " 31 G 14 12'-6° 12'-8^ 31 (� 13 z3'-3^ 31 G 16 32'-1 " 36 G 18 S 5, 10'-11 ^ 14 17'-1" ._ " 16 11 11" 121 - 15 22'-2" 18 31'-4 " 20 E 6' 11'-4" 10'-; �._4a 33 (� 1315 16'-415,-7" 33 (7 1517 111-10'-11" 11'-7; 33 G 1315 21 �-20.-3" 33 (� 16 30'- 28,-8" 35 G 1 21 B 61 1,-0" 8 E 7' 9'-8" 10'-19 34 G 1315 15'- 34 G 1517 10'-7 ; 10'-0 34 G 1415 19'8" 34 Cj 1 19 27'-26 -6" 34 G 1 21 B 7. _9e 4•-5" 0,-1 ° 0,-2" -g" E 8' 8'-6" 9'-8° , 35 G 14 14'-2" 35 G 15 9'-11" 10'-0" 35 G 14 18'-5^ 35 G 17 26'-0" 35 G 19 B 8. 9 -4 " 16 13'-6" 18 9'-5" 9'-6" 18 17'-6" 19 24 -10 22 E 9' 7'-7" 9'-3" 37 G 14 13'-4" 37 G 18 9'-4" 9'-5" 37 G 14 17'-4" 37 G 17 24'-6" 37 G 19 E 9. 9'-0 " 18 12'-9" 18 8 -11" 9'-0" 1.6 16'-6" 20 23'-5" 22 F 10 fi -9 " 9'-0" 38 G 14 12'-8" 38 G 16 8'-10" 8'-11' 38 G 14 16'-5" 38 G 18 23'-3" 38 G 20 E 10, 8.-8" 16 12'-1" 18 8'-5" 8'-6" 16 15'-8" 20 2z'-2" 22 F 11 6!-2" " 8'-8" 39 (7 15 12'-1" 39 G 16 8'-5" 8'-6" 39 (� 15 15'-8" 39 G 18 22'-2" 39 G 20 E 11, 8,�" 17 11'-6" 19 8'-1 ° 8'-2" 17 14'-11" 20 21'-2" 23 F 12' S'-8" 8'-5"6 39 (� 1517 11'-711-0" 39 (� 1719 8'-1" 8'-2" 39 (j 1517 1 .04.-4e 39 (7 1 21 211 39 (j 2 23 12' -0" 7�_9a 7.-s" 20'-3e F 13 ' 51-2" 8'-1° 40 H 15 11'-1^ 40 H 17 7'-9° 7'-10" 40 H 15 14'-5" 40 H 18 20'-5" 40 H 21 E 13, 7'-8" 17 10'-T' 19 7 -2" 7'-6" 17 13'-9" 21 19'-5" 23 F 14' 4'-10" 7'-9"7.�" 41 H 1517 10' 810•-2" 41 H 171 7 �° 7'_7a 41 H 1517 3 41 H 1 21 19'-8-t8'-9" 41 H 2124 E 14, g 6.�" 7._3. 13'-3a F 15' 4'-6" 7.6. 42 H 15 10'-4" 42 H 17 6'-10" 7'-4" 42 H .15 13'-5" 42 H 19 19''0" . " 42 H 21 E 15' . " 7 -2 18 9'-10" 20 6'-3 T-0" " 17 12'-10" 21 18 -1 24 F * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING -;m31��1 , )*` FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE B—a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. I.C.C. E.S. EVALUATION DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LATTICE POST SPACING TABLE LIVE LOAD" PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: Ill 112011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20630 pal DURALUM PRODUCTS, INC. 1(916)452-7021 ER- SCALE: NONE AND ATTACHED HORIZ. WIND - 8268 ALPINE AVE.• SACRAMENTO, CA 85828 SHEET 26 OF 33 REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 10 • LL. 90 MPH 90.100 8. 110 MPH FAX 403.1818 ealee®dumlum.rnm 10# L.L. `100 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR. LESS EXP. B & C * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR 7HE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 8" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: j"SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. I.C.C. E.S. EVALUATION DRAWN BY: EN. DATE: 1/118011 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAM WINS RT DBL. 3"x8" BEAM LIVE LOAD " /0, 20 8 so pet p REPORT NUMBER OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT FREESTAND ATT. MAX.POST MAXPOST FREESTAND "ATT. FREESTAND o FREESTANDING AND ATTACHED FREESTAND ATT. S MAx.COL MAx.POST RANCHO CUCAMONGA, CA (957 741.2107 i MAx.POST FREESTAND ATT. MAX.POST ATTACHED SPACING SPACING MAX.POST S a1° F SPACING ON SLAB r SPACING (SPAN) SPACING FTG' (SPAN) SPACING FTG' POST FTG. FOR DBL. FOR 3' It 8' FTG. MIN- FTG. (SPAN) FTG POST FTG' SPACINGFTO POST FTG' POST CD F FTG' POST (IN.) TYPE (IN.) (IN.) TYPE (IN.) 2 k8.5'x 032" BEAM (IN.) TYPE (N) (IN') TYPE (IN.) (IN.) TYPE (IN') TYPE 4' 1T�0' 12' 0" 30 (� 1314 19'-718,-8^ 31 G 1517 IT -4"11,-0" 13'-10 3�-1" 30 (� 1718 25 24to" 3 G 1618 38 37 G 1 20 B 4' -6~ . 34'-O" $ 13 -7 " 11'-2" 31 G 13 17'-6" 31 G 15 11'-11" 12'-5" 31 G 17 22'-9" 32 G 17 32'-2" 35 G 19 B 5, 9" 15 18'-6 i 7 9'-10" 11'-8" 18 21'-6" 19 30'-5" 21 E 6' 11'x" 10'-6'0-1" 33 (� 1415 16'-015,-1" 33 G 16i8 10'-10'9-0" 11'-4°10'-8" 33 (� 1819 20'-99-7" 33 G 1719 29'-4"27'-9^ 35 (i 1 22 B 6. E 7' 9'-8" 9'-119 34 �` 1416 14'-104,-0" 34 �' 1618 10'-1"8.�" 10'-8"9,-11" 34 G 1819 19'-;8-2^ 34 G 1 20 27 25'-8" 34 (j 2 22 B 7. 7" E 8'-6" 9'-6- 35 G 15 13'-1 35 G 17 9'-5" 9'-9" 35 G 19 18'-0" 35 G 18 25'-5" 35 G 20 B 8 001f9'-2" 17 13'-1" 19 7'-9" 9'-3" 20 17'-0" 20 24'-0" 23 E 9' 7'-7" 9 -2" 37 (� 1517 13' 112'-4" 37 G 1719 8'-10" 9'-3" 37 G 1 20 17'0' 37 G 1 1824122'-8" 37 G 2123 E 9' , " 8 -10 7.-4" 8 -9" 21 F 10' 6'-9" 8'-10", 38 G 15 12'-5° " 38 G 17 8'-5" 8'-9" 38 G 19. 16'-1" 38 G 19 22'-9" 38 G 21 E 10, 8 -6 " 17 11'-8 19 7'-O" 8'-3" 21 15'-2" 21 21'-8" 24 F 11' 6'-2" 8'-7" 39 H 18 11'-1 39 H 17 8'-0" 8'-4" 39 H 20 15'-4" 39 1g 21--8" 39 �"� 21 E , 11 8'-1^ 18 11'-2• 20 8' 8. 7'-11" 21 14'-8" 21 20'-8" 24 F 12' 5'-8" 8'-3" 39 H 16 11'-4" 39 H 18 7'-8" 8'-0" 39 H 20 - 39 H 19 20'-9" 39 H 22 E 12' 7'-9" 18 10'-8" 20 6'-4" 7'-7^ 21 13'-10" 22 19'-7" 24 F 13' S'-2" 7'11", 40 H 18 10'-10" 40 H 18 7'-5" 7'-8^ 40 { 20 14'-1" " 40 `„� 20 19'-1 " 40 H 22 E 13' 7 -6" 18 10 -3" 20 6.1. -1 7'-3 " " 22 13 -4 22 18'-10 25 F 14' 4'-10" 7'-7" 41 H 16 10'-6" 41 H 18 7'-0" 7'-5" 4113 H22 -7 72- 41 H 20 9'-0' 41 H 22 E 14' 7._2" 18 9'-11" 20 5'-11" 7'-O" 2'-10" 22 18'-2" 25 F 15' 4'-6" T-4- -46'-11 42 H 1719 10'-1 °9,-6" 42 H 1821 6'-6^ 7'-2" 42 H 2 13, 42 H 2022 181 17'-6" 42 H 2 E 15' ~ 5�-8" s.-9" 22 12'-5" 25 F * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR 7HE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 8" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: j"SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. I.C.C. E.S. EVALUATION DRAWN BY: EN. DATE: 1/118011 TOM CAMPBELL 8 ASSOCIATES, INC. LATTICE POST SPACING TABLE LIVE LOAD " /0, 20 8 so pet PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. REPORT NUMBER SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING AND ATTACHED HORIZ. WIND 8258 ALPINE AVE.. SACRAMENTO, CA ER- REVISED BY: RANCHO CUCAMONGA, CA (957 741.2107 i 10 p L.L. 100 MPH D, 008 1 0 MPH (818) 462-7027 FA)( 403.1519 eelea6EureNm.wm mfum SHEET 27 OF 33 1 10# L.L. 110 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C er THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B v FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 & C. LC.C. E.S. EVALUATION DRAWN BY: E.N. 3" SO. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3-x8" BEAM w/INSERT DBL. 3"x8" BEAM LATTICE POST SPACING TABLE >- I— PATIO COVER SYSTEM AS MFG. BY: OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT FREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND 'ATT. FREESTAND REPORT NUMBER DATE: 1/11/2011 SCALE: NONE MAX.COL. ATTACHED MAX.POST MAX.POST MAXPOST MAX.POST S o 3 SPACING ON SLAB 1t SPACING MIN SPACING MIN SPACING SPACING MIN SPACING MIN• SPACING MIN. MIN. (SPAN) �G' POST �G' (SPAN) �G' POST FTG. FOR DBL FOR 3'x8' FTG. �C'' (SPAN) �O' �G' �G' FTG m RANCHO CUCAMONOA, CA 661 741.2107 ( ) AND ATTACHED 10 d L.L. 110 MPH (IN) (IN.) (IN.) POST (IN.) (IN POST (SPAN) POST POST (IN.) 2'x8.5'x032' BEAM (IN.)„ (IN.) (IN. 8288 ALPINE AVE., SACRAMENTO, CA 85626 (616) 452.7021 FAX ealea�durelum.wm SHEET 2B OF 33 TYPE TYPE TYPE TYPE TYPE TYPE 4' 17'-0" 11'-9; 30 G 1315 19'-17.-30 H 1618 12'-19'-10° 13'�"12'-7" 30 H 1718 24. 33 H 1719 35'-32,-9° 36 H 122 B 4' -3" lo.. 23' -2 - 5' 13'-7" 10'-11" 31 G 14 17--1- 31 H 16 10'-10• 12'-1" 31 H 18 z2'-2" 32 H 18 31'-4" 35 H 20 B 5, 10'-5" 16 15'-11' 18 8'-10- 11-3" 19 20'-8" 20 29'-3" 22 E 6' 11'-4' 10 33 G 1517 15'7"14,-6" 33 H 1719 9'-10"8,-1^ 1V-0"10,-3" 33 H 1 201g' 33 H 1 2 26'-9" 34 H 2123 B 6, 9'-10.. 20 11" 21 E 7' 9'-8" 9'-9"9 34 G 1517 14'-513'-5.. 34 H 1719 9 -2 10 -2" 34 H 1 18 -97, 34 }-� 1 21 26 2q'-9" 34 H 2124 B 7, �" Tom" 9 -6" 20 6" E 8' 8'�" 9'-4- 35 G 16 13'-6" 35 H 18 8'-7" 9'-6" 35 H 19 17'-6" 35 �„� 19 24'-1 35 H 22 B 8, 8'-11" 18 12'-7° 20 T-0" 8-11" 21 16'-4" 22 23'-2- 24 E 9' 7'-7" 9-0^ 37 G 16 12'-9" 37 H 18 8'-1° 9'-0- 37 �„' 20 16'-6" 37 H 20 23'-5" 37 H 22 E 9 , " B -7 18 11'-10" 20 6'-7" 8'-5" 21 15'-5" 22 21'-10^ 25 F 10' 6'-9" 8 -8 38 G 1618 5:!;Z7:;-3 38 H 1820 7'-8" 8 38 H 2 15-84'-8" 38 H 2 22 38 H 2225 E 10, 8 -2^ 6 -3 a -0° 2t 22 20,-8" F 11' 6'-2" 8 -a7'-10" 39 H 1719 11'-610,-9^ 39 H 1921 7�-3 6'-2" 39 H 2©22 !f44-11.. - 39 H 2 21' 39 -H 2 25 E 11' 5'-11 ° 7.-7.. 23 19'-9" F 12' S,-8- e-0"7,�^ 39 H 1719 11'-010'-3" 39 H 1 7,-0„ y-� 39 H 2122 1 -� 39 H 2123 20, ^ 39 H 2 26 E 12' 21 5,�° 7'-3^ 3. �" e'-11 F 13' 5'-2" 7'-8T-2" 40 H 1719 10'-7"9,-10" 40 12t V-8" 7'-6" 40 J 2122 1312'-10" 40 2123 1g �8'-2" 40 2 26 E 13' 5'-6" __W F 14' 4'-10" 7'-5" 41 H 17 10'-2" 41 •1 19 6'-5" T-" 41 J 21 - ' 41 21 18 -9" 41 24 E 14' 6'-11" 19 W-6" 22 5'-W e' -s^ 23 12'-4" 2a 17'-6" •1 26 F 15' 4'-6" 7' 2" 42 H 1819 9'-10"9,-2" 42 2022 6-3" 7-0" 42 2123 12'-10"11.. 42 2124 16 41 2427 E 15' 5'-1" 6,-6" ts•-11^ F er THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B v FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 & C. LC.C. E.S. EVALUATION DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, LNG LATTICE POST SPACING TABLE LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 1/11/2011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 8 00 pal DURALUM PRODUCTS, INC. ER- REVISED BY: RANCHO CUCAMONOA, CA 661 741.2107 ( ) AND ATTACHED 10 d L.L. 110 MPH HORIZ WIND * 60. 100 8 110 MPH 8288 ALPINE AVE., SACRAMENTO, CA 85626 (616) 452.7021 FAX ealea�durelum.wm SHEET 2B OF 33 :1* - `n{' Julcl, 1 20# L.L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO / COMMERCIAL 12' OR LESS EXP. B & C * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 8^ EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED S SHT. 25 FOR FREESTANDING FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. C.C. E.S. EVALUA7ION ORAWN BY: EN. DATE: 1/1112011 3" SQ. STEEL BEAM I DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAMw/INSERT DBL. 3"x8" BEAM LIVE LOAD . 10,20 6 30 psf PATIO OVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. EPORT NUMBER Fre, OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING MAX.POST FREESTAND ATT. MAX POST 5 o MAX.COL. FREESTAND ATT. MAX.POST MAXPOST FREESTAND ATT. MAX POST FREESTAND ATT. FREESTAND ATTACHED MAX.POST m o °0 SPACING ON SLAB* SPACING SPACING �G' SPACING SPACING SPACING SPACING FTG' FTG. FTG. MOST FTG. FOR DBL. FOR 3' x 8" FTG• POST FTG' (SPAN) FTG. MOST FTG. �G MOST (SPAN) (IN.) (SPAN) (IN.) (IN.) (IN.) (SPAN) POST POST (IN.) (IN.) 2'x8.6'x.032' BEAM (IN.) (IN.) (IN.) (IN') TYPE TYPE TYPE TYPE TYPE TYPE 4' 8'-11" 9'-109,_9,r 30 H 1314 14'-614'-4" 30 H 1416 10'-2°9.10^ 10'-3"10'-2" 30 H 1618 181 18'-8" 30 H 1618 26126'-4" 34 H 1 F 4' 20 5' 7'-1.. 9'-1" 31 H 1315 12-12'-10^ 31 H 1517 g, -1"g'-10" 9'-2" 31 H 1719 16, 16'-8" 31 H 161g 23'-10"23-7" 33 H 1 F 5' 9.-1' g._1. 21 6' S'-11" 8-7" 33 H 15 11'-1 33 H 15 8'-3" 8'-4" 33 H 17 15'-4" 33 H 17 21'-9" 33 H 19 F 6, 8'-6^ 17 11'-9" 18 8'-1" 8'-3" 20 15'-3" 19 21'-6" 21 7' 5--1" 8,.0 34 H 1416 101-110 34 H 1618 71.8" 71_g" 34 H 1820 14'-134.1. 34 H 1 20 34 H 1 F 7' 7'-11. =10' 7'-5" 7'-3" 20 19.-11„ 22 8' 4'-5.. 7'-5"7.-5. 35 H 1416 1010,-2. 35 H 1616 6'9" 7"3" 35 H 1820 13-03._2" 35 H 1 20 18 18,x" 35 H 2 22 F 8' 6._�. 7.-2. 9' 3'-11" 7 37 �., 1417 9'-8" 37 H 1619 6.-0. 6'-10" 37 H 1 20 12' 37 H 1 20 17197'-7" 37 H 223 F 9' 7,.p^ 9'-7" 5'-10" 6'-9" 12'-5" 10' T-6" 6'-8"6,-7• 38 H 1517 g'-2" 38 H 1718 5'-4" 81-6" 38 H 1 11'11'-10" 38 H 1 181 38 H 2 23 F 10' 9-_1. 5,.3. 6'-5" 20 21 18'-8" =11' 3'-2• 6'-4" 39 J 1517 8'-9^ 39 J 1719 4'-114'-10" 8'-2" 39 J 18 11'.4" '-411'-3" 39 J 1 16,15'-11" 39 J 2124 F 11' 6,_q„ 8- 8. 6'-1• ZO 21 12' - 39 J 1517 8'-4" 39 J 1 41'6" 5'-8' 39 J 1820 10' 39 J 1 15'-4"15'-3" 39 J 2124 F 12' g,-0" 8,�" 20 4'-5" S'_7. 10'_g. 22 -13' _ 5'-105.9. 40 J 1516 8' "7'-11" 40 J 1 20 41_2. 51.31 40 J 1 20 101-10'-4" 40 J 1 z2 1Q194'-8. 40 J 2124 F 13' 4'-1" 5'-1" -14' 5._8.5,_7. 41 J 1618 7'-9' 41 J 1 3'-10" 4'-10" 41 J 1 0 41 J 1 41 J 2225 F 14' 7-�p 20 3._g. 4.-9. 20 10•-0• 22.4.14'-1" _15, _ 42 J 1618 7'�" 42 J 1 3,-7" 41�^ 42 J 1820 42 J 1 13 -9 3 41 22 25 F 15' 5,_5• 7,_5a 20 3'-6^ 4'-5" '- 9'-8" 22 -7" .� * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 8^ EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED S SHT. 25 FOR FREESTANDING FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. C.C. E.S. EVALUA7ION ORAWN BY: EN. DATE: 1/1112011 TOM CAMPBELL 6 ASSOCIATES, INC. LATTICE POST SPACING TABLE LIVE LOAD . 10,20 6 30 psf PATIO OVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. EPORT NUMBER Fre, SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING AND ATTACHED 8288 ALPINE AVE., SACRAMENTO, CA 96828 R- REVISEO BY: RANCHO CUPAMONCiA, CA (Bb1) 741-2107 20 # LL 110 MPH1(916)452-Mi , 110 MPH FAX 403-1519 e8168@1durstum.eom SHEET 29 OF 33 1 30# S.L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO / COMMERCIAL 12' OR LESS EXP. B & C * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED S' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: 'SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. PREMED..' -- BV: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. I.C.C. E.S. EVALUATION 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL2'x6.5"x.032" BEAM 3"x8" BEAMw/INSERT DBL. 3"x8" BEAM ATTIC POST SPACING TABLE LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT REPORT NUMBER S O MAx.COL. MAx.PO3T FREESTAND ATT. MAX PosT FREESTAND ATT. MAX•POST MAX.POST FREESTANO ATT. MAX POST FREESTAND ATT, FREESTAND ATTACHED MAX.POST S o m SPACING ON SLAB * SPACING SPACING SPACING MIN SPACING MIN MIN. SPACING MIN SPACING MIN. MIN. FTG FTG. FTG. FTG. FOR DBL. FOR 3' x 8' FTG. FTC'' �G' �G' �C'' FTC'' BY: RANCHO CUCAMONGA. CA (BS1) 741-2107 30 p ll. 110 MPH (SPAN) POST (SPAN) POST POST (SPAN) POST (SPAN) POST (IN.) POST (IN.) (IN.) (IN 2'x8.5'x.032' BEAM (IN.) (1N.) (IN.) (IN.) (IN.) (Bi8)152-7021 FAX 403.1610 salsa du,sNm.00m SHEET 30 OF 33 (IN.) TYPE TYPE •) TYPE TYPE TYPE TYPE 4' 6'-2" 8'-7"8'-7" 30 J 1214 11' 30 J 1315 8'-4" 8-5 30 115,17 15'-61'5.-6^ 30 J 1517 21'-11'-11" 32 J 1619 F 4, 11'-11" 8'-4" 8._5" .>� 5' 4'-10" 7._9" 31 J 1314 10'-8" 31 J 1416 7'-0" 7-_6" 31 J 1618 13'-13.10" 31 J 1517 19 lg'-7° 31 J 1 20 F 5' 7._9. 0'-s" 7.�" 7•-8" 7'-1"7,-1" 33 J 1315 91�9 33 J 1517 6'-1 6-11"8,-11" 33 J 1618 12-82,-0„ 33 J 1818 1717'-11" 33 J 1 20 F 6' 6' 4'-0" 9,_9" 6.1" 7' 3'-6" 6-7- 34 J 1315 9'-0" 34 J 1517 5'-2" 6'-4" 34 J 1618 11'-9"-0" 34 J 161 1 s 34 J 1 21 F 7' 6._7" g�.0" 5.-2" 6,-4° g 6'-7" 8' - 19'-4' 35 J 14 8'-5" 35 J 15 4'-7" 5'-s" 35 J 16 10'-1 " 35 16 15'-8" 35 J 18 F 8, 8'-11 16 8'-5" 18 4'-7" 5'-9" 18 0'-11" .� 19 15'-6" 21 9' _ 6'-2°6,_2" 37 J 1416 T-117'-11" 37 J 1618 4'-1' 5'-1° 37 J 1618 10'-40,_4" 37 J 1719 14 37 J 19 F 9' 4,_1" 5�-1" 3'-11^ 10' - 38 J 1416 7'-6" 38 J 1618 3,_6" 4'_7" 38 1618 9,-19'-10" 38 J 1 13 38 J 1 F 10' 5'-9" 7._6" 3�.8" 4'-7" .� 20 13'-10" 22 11' - 5'-6" 39 J 1418 7'-2" 39 J 1619 3'-4° 4'_2" 39 J 1618 9'-4" 39 1 13'-13'_3" 39 J 1 22 F 11' 7,_2" 3'-4" 4'-2• 9 -4^ .� 20 12' - 5'_3" 39 J 1517 6'-116'-11 39 J 1619 3'-0. 3'-10 39 J 1618 8'-18 " 39 J 1 12,$12." 39 J 20 F 12' 5'-3" ^ 3'-0" 3'-10° :11 20 3 13' - 5''0"5,-0" 40 K 1517 6'_7" 40 K 1719 2-102'-10" 3'-6 40 �( 1618 6'-7"g'-7" 40 K 1 12' 40 K F 13' 6'-7" 3�.g• 20 12'-2.. 23 14' - 4-14:10" 41 K 1517 6t4^ 41 K 1719 2'_7" 3'-3" 41 K 1618 8'-0°8--3" 41 K 1 1-9'1,-9" 41 K 20 F 14' 6.�" 2'-7" 3'-3° 21 3 15' - 4'-8" 42 K 1517 6'-1" 42 K 172 -5" 3'-1" 42 K 1618 81-0"8'-0" 42 K 1 11 41 K 2 23 F 15' 4'-8^ s'-1. 19 2'-5" g�-1 ° 21 11.-0" * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED S' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: 'SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. PREMED..' -- BV: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. I.C.C. E.S. EVALUATION ATTIC POST SPACING TABLE LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. REPORT NUMBER E: 1l11l011 LE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANOINO AND ATTACHED 10.20 A 30 psf ND 110 6289 ALPINE AVE.. SACRAMENTO. CA95826 ER- BY: RANCHO CUCAMONGA. CA (BS1) 741-2107 30 p ll. 110 MPH 00.100 & MPH (Bi8)152-7021 FAX 403.1610 salsa du,sNm.00m SHEET 30 OF 33 7" I -BEAM W1(1) "C" SPLICE 12' OR LESS EXP. B & C FREESTANDING & ATTACHED SOLID PATIOS 20# L.L. TOM CAMPBELL & ASSOCIATES, INC. SOLID POST SPACING TABLE 90 MPH PATIO COVER SYSTEM AS MFG. BY: 100 MPH REPORT NUMBER 110' MPH COMMERCIAL AND RESIDENTIAL STitUCTURAL ENGINEERING FREESTANDING AND ATTACHED to, 20 & 3o pat HOfRI . DURALUM PRODUCTS, INC. 8289 ALPINE AVE., SACRAMENTO, CA 95928 FREESTAND MAX.POST ATTACHED FREESTAND MAX.POST ATTACHED FREESTAND MAX.POST ATTACHED SHEET 31 OF 33 S p 3 SPACING �G MIN. (SPAN) SPACING FTG MIN. (SPAN) POST SPACING FTG. MIN. FTG. MIN. POST FTG MIN. POST(SPAN) FTG, MIN. POST (IN.) TPOSTYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYP� (IN.) TYPE 4 28'-7" 34 K 19 G 26'-0" 34 K 21 G 25'-3" 33 � 22 Zz�K G 25'-3" 33 22 24'-5° 33 23 23'-7" 33 25 . 5' 23'-9" 33 K 20 G 23'-3" 33 K 22 G 22'-7° 32 K 23 G 22'-7" 32 23 21'-10" 32 24 21'-1" 33 25 6' 21'-8" 33 K 2123 G 3 21'2"19 K 225 G 20'-7�"9�-3° 3333 K 2 26 G . 20'-8" -11" 33 �, 20'- 19,-1" 34 K .2124 G 19'-88'-5" 3434 J 2 25 G 19: 3434 J 2427 G 7'-10° 81 18'-17°11" 35 J 2 25 G 18' 35 J 123 G 17'-16'-8.3535 J 2 27 G 5 17'-3" 35 6 9t 17" -98'-10" 37 22 G 17'-4"18'-3" 3737 J 226 G 16'-10" 37 `I 2 28 G 37 . 25 ,-9" 7 10, 16'-1 8�-0° 3 38 J 225 G 18 ;3;8r_ J 2 27 G 16' 3 `� 26'_ G 38 4'-11° 38 29 11' 16'-0 39 J 23 G 15'-84'-9" 3 39 J 2 27 G 3939 15'- 14 J 2 29 G 5'�° 39 6 -3" 15'-4"4'-7° I 2 26 G 15'-04'-1" 3939 1 2 26 G 14'-13,-7 3 39 1 2829 G 12, 13 14'-9" 45) I 24 G 14'-5" 40 I 25 G 14'-0" 40 ' 27 G 14'-0" N41 27 13'-6" 40 28 13'-1" 40 30 14'-2" I 2�27 G 13'-11" 41 26 G 13'-6" 41 1 27G 14 ,° 13'-1" 41 28 12'-7 4130 " 13'-9" 42 .,,," .., 2 G 13'-5" 42 ..,, �. A� I 26 �o G 13'-0" 42 ,.,, ,,, A., I 275 �� G NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 8" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: 'SAMPLE" FIGURE INDICATES EXPOSURE B --I� l�"�JL.� FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. I.C.C. E.S. EVALUATION DRAWN BY: E N. TOM CAMPBELL & ASSOCIATES, INC. SOLID POST SPACING TABLE LfVE LOAD" PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: Ill tQoI f SCALE: NONE COMMERCIAL AND RESIDENTIAL STitUCTURAL ENGINEERING FREESTANDING AND ATTACHED to, 20 & 3o pat HOfRI . DURALUM PRODUCTS, INC. 8289 ALPINE AVE., SACRAMENTO, CA 95928 ER- REVISED BY: RANCHO CUCAMONOA CA (941) 741-2107 20 0 L.L. 90.110 MPH 0 NPH 918 452.7021 FAX 403.1518 eetee®Eurelu,no",n SHEET 31 OF 33 7" I -BEAM W/ (2) "C" SPLICES 12' OR LESS FREESTANDING & ATTACHED SOLID PATIOS TOM CAMPBELL & ASSOCIATES, INC. 90 MPH 100 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 110 MPH REPORT NUMBER DATE: Ill 1112011 SCALE: NONE ISO FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED RANCHO CUCAMONGA. CA (931) 741-2107 20 0 L.L. 90.110 MPH MAXPOST FAX 403-1519 sale• dumtum.""m MAX.POST MAX.POST °D SPACING FTG MIN. SPACING FTG. MIN• SPACING FTG MIN. FTG. MIN. FTG. MIN. FTG. MIN. F (SPAN) (IN.) POST (IN.) POST (SPAN) (IN) POST (IN.) POST (SPAN) PN i POST (IN.) POST TYPE TYPE TYPE TYPE TYPE TYPE 4, 30'10" 3 K 2 23 G 30'-28-4" 3534 K 2224 G 29'-32"7" 35 K 2326 G '-4 35 5, 27'-7" 34 K 21 G 26'-11" 34 K 23 G 26'-2" 34 K 24 G 26'-3" 34 24 25-4 33 " 25 24'-6" 33 27 6, 25'-2" 33 K 22 G 24'-7" 33 K 23 G 23'-11" 33 K 25 G 24'0" 33 25 3'-2' 33 26 22'-4" 33 28 T 23'-4" 34 K 22 G 22'-9" 34 K 24 G 22'-2" 34 K 25 G 20'-9" 3a 25 21'-s" 34 27 20'-8" 34 28 8 21'-10" 35 7-7�35 K 23 G 21'-4" 35 K 24 G 20'-8" 35 K 26 G 20'-9" 26 20'-0" 35 27 19'-4• 35 29 9' 20'-9,-7" 3737 K 226 G 20' 3 J 25 G 19'-6"8'-3" 3 37 J 2629 G 18'-11 37 8 10' 19'�"8�-7" 3638 J 2 27 G 19'- 3638 2 28 G 18'- 38 J 2730 G 7'-11" IT -4' 6 11' 18'- 1'T-6. 3939 J 2 27 G 18'-217,-1" 3 39 , 2629 G 17'-8 fi-6" 3939 J 2 30 G 12' 17'-16 J 2 28 G 17'-16,-4" 3 39 J 2629 G 16'-; b'-10" 3 39 J 2 G =11.3939 31 13' 17'-1, 4 40 J 229 G 16'-9"5�-9" 4 J 2 29 G 18'-3"5 `� 28 G 6 -3" 40 -2"'4040 31 16'-8 6" 41 4141 J 228 G 16'-115,-2^ 4141 J 2730 G 15'-9"4'-7" 4141 J 2 32 G 14' 8" 15'-11" 42 25 15'-7" 42 -2-7;.-15'-1" 42 29 / N .37948 r i FOOTNOTE: 'SAMPLE' .113 1 NOTE: � EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B REPRESENTS LENGTH OFq��. VI WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C OF CALIF MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY. E� SEE ALTERNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SHT. 9 FOR ATTACHED & SHT. 25 FOR FREESTANDING EXP. B & C 20# L.L. I.C.C. I—& EVALUATION DRAWN BY: EN. TOM CAMPBELL & ASSOCIATES, INC. POST SSPACING TABLE LIVE LOAD " 10,20&So pd PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. REPORT NUMBER DATE: Ill 1112011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING AND ATTACHED HORIZ. WIND" 8289 ALPINE AVE., SACRAMENTO, CA 95828 ER REVISED BY: RANCHO CUCAMONGA. CA (931) 741-2107 20 0 L.L. 90.110 MPH 90,100 8 110 MPH1(918)4S2-702i FAX 403-1519 sale• dumtum.""m SHEET 32 OF 33 ATTACHMENT DETAIL FOR INSULATED STRUCTURAL SANDWICH PANEL •- 4"APPROVED STRUCTURAL SANDWICH PANEL MAY. BE SUPPLIED BY OTHERS,•BELOW HEADER BEAM AND ENCLOSURE WALL SYSTEMS MUST BE I.C.C. APPROVED UNDER 2009 IBC, 2009 IRC AND/OR 2010 CALIF. BLDG. & RESIDENTIAL CODES. WIND DESIGN S.M.S 90 MPH #14 0 12" O.C. 100 MPH 41410" O.C. 0 MPH NOTE: #14 SMS SHALL HAVE A MIN. 1" PEN. INTO HEADER PANEL TO HEADER BEAM CONN. WALL FASTENERS (AS SHOWN IN TH PANEL TO PATIO ENCLOSURE CONN. #14 S.M.S. SEE TABLE ABOVE I INSULATED ROOF PANEL TO APPROVED BEARING WALL SYSTEM IUL OF ALUM.ALLOY 6063-T8 3.200" OR 4.200" APPROVED 3" WALL FASTENERS INSUL. ROOF SEE TABLE SHEET 9 PANEL #12 SMS T&B AT 12" O.C. —f 3" OR 4" HANGER CHANNEL OPTIONAL DECORATIVE FASCIA #14 S.M.S. (WOOD, ALUM. OR HARDBORD)\ SEE TABLE ABOVE EXTRUDED EXTRUDED / •IRY GUTTER" DRIP EDGE INSULATED ROOF PANEL NON-BEARING WALL SYSTEM OPTIONAL RAIN GI BEAM HEADER SHOWN IN THIS REPORT) �I3i[d,Ll�:[•I:i��il�I�i�L-7_1�7F�dI_1 NOTE: THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS EVALUATION REPORT MUST HAVE A CURRENT ICC -ES EVALUATION REPORT AND/OR CALIFORNIA FBH APPROVAL FOR USE. WITH PATIO COVERS COMPLYING WITH THE 2009 INTERNATIONAL BUILDING.CODE, 2009 INTERNATIONAL RESIDENTIAL CODE AND/OR 2010 CALIFORNIA BUILDING CODE AND 2010 CALIFORNIA RESIDENTIAL CODE WHICH MUST BE SUBMITTED WITH THE DURALUM PATIO COVER DRAWINGS INDICATED IN THIS REPORT. NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED I.C.C. E.S. EVALUATION DRAWN BY: E.N. DATE: 1111/2011 TOM CAMPBELL & ASSOCIATES, INC. INSULATED ROOF LIVE LOAD = 10. 20 6 JO psf ATIO COVER SYSTEMAS MFG. BY: PRODUCTS, INC. REPORT NUMBER i SCALE: NONE I COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL CONNECTIONS HORIZ. WIND • 1PURALUM 8289 ALPINE AVE.. SACRAMENTO, CA 98828 ER- REVISED BY: RANCHO CUCAMONGA. CA (981) 741.2107 90, 100 8 110 MPH (918) 482-7021 FAX 4031619 eelee®dumlum.eom SHEET 33 OF 33 TABLE OF CONTENTS . Page 1. PURCHASE PRICE............................................................................................1 1.1 Amount....................................................................................................1 1.2 Payment of Purchase Price.....................................................................1 2. ESCROW.................................................:...............................:.........................2 2.1 Opening of Escrow..................................................................................2 2.2 Escrow Instructions.....................:............................................................2 3. DUE DILIGENCE................................................................................................2 3.1 Due Diligence..........................................................................................2 3.2 Confidentiality..........................................................................................6 4. CLOSE OF ESCROW........................................................................................6 4.1 Close of Escrow; Closing Date................................................................6 4.2 Recordation; Release of Funds and Documents.....................................7 4.3 Escrow Cancellation Charges..................................................................7 5. DELIVERY OF DOCUMENTS REQUIRED.FROM BUYER AND SELLER............................... ................. ............................................................... 7 5.1 Buyer's Obligations.............................................:.........:..........................7 5.2 Seller's Obligations.................................................................................. 7 6. TITLE INSURANCE POLICY..............................................................................8 6.1 Title Policy............................................:..................................................8 8. CONDITIONS PRECEDENT TO CLOSING......................:................................8 8.1 Conditions Precedent to Buyer's Obligations...........................................8 8.2 Conditions Precedent to Seller's Obligations ........................................... 9 9. POSSESSION.................................................................................................... 9 10. ALLOCATION OF COSTS.................................................................................9 10.1 - Buyer's Costs............................................................................................9 10.2 Seller's Costs.........................................................................................10 11. BUYER ACKNOWLEDGEMENTS..................:.................................................10 12. "AS -IS"; Release...............................................................................................11 13. DAMAGE, DESTRUCTION AND CONDEMNATION.......................................12 13.1 Risk of Physical Loss.......................................................................:.....12 13.2 Condemnation.......................................................................................12 15. MISCELLANEOUS...........................................................................................13 15.1 Assignment.............................................................................................13 882/015610-0002 6714624.1 a02/26/14 80