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11-0941 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 T-4wt aF4w �(N 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: D03 D52 License No.: 735369 ate: !r ^91 i ontractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason(Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) 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.). (_ 1 I am exempt under Sec. , BAP.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.)• Lender's Name: / Lender's Address: ` LQPERMIT Owner: ANNA-LIISA NAWROCKI 47885 ENDLESS SKY LA QUINTA, CA 92253 (760)771-3345 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 8/31/11 Contractor: COACHELLA VALLEY SCREEN/AWNING P.O. BOX 1434 INDIO, CA 92202 (� � (760)342-7272 D Lic. No.: 735369 AUG .3 12011 Ir WORKER'S COMPENSATION DEC"" r'`Irl�'YCE 691TM I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier EXEMPT Policy Number EXEMPT certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject totheworkers' compensation provisions of Section 3700 of the Labor Code, i sh rthwith comply with those provisions. aD te&pplicant: y WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of/this°unty to enter upon t above-mentioned Droperty fo%%% spection purposes. atD e:L S' ature (Applicant or Agent): /cf, Application Number: , '11-0000094111" Property Address: 47855 ENDLESS SKY APN: 649-030-069-123 -31311 - Application description: PATIO COVER - RESIDENTIAL Property Zoning: HIGH DENSITY RESIDENTIAL Application valuation: 732 Applicant: , Architect or Engineer: �(N 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: D03 D52 License No.: 735369 ate: !r ^91 i ontractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason(Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) 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.). (_ 1 I am exempt under Sec. , BAP.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.)• Lender's Name: / Lender's Address: ` LQPERMIT Owner: ANNA-LIISA NAWROCKI 47885 ENDLESS SKY LA QUINTA, CA 92253 (760)771-3345 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 8/31/11 Contractor: COACHELLA VALLEY SCREEN/AWNING P.O. BOX 1434 INDIO, CA 92202 (� � (760)342-7272 D Lic. No.: 735369 AUG .3 12011 Ir WORKER'S COMPENSATION DEC"" r'`Irl�'YCE 691TM I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier EXEMPT Policy Number EXEMPT certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject totheworkers' compensation provisions of Section 3700 of the Labor Code, i sh rthwith comply with those provisions. aD te&pplicant: y WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of/this°unty to enter upon t above-mentioned Droperty fo%%% spection purposes. atD e:L S' ature (Applicant or Agent): Application Number . . . . . 11-00000941 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee 21.00 Plan Check Fee 13.65 Issue Date . . . . Valuation . . . . 732 Expiration Date 2/27/12 Qty Unit Charge Per Extension BASE FEE 15.00 3.00 2.0000 HND BLDG 501.-2,000 6.00 ---------------------------------------------------------------------------- Special Notes and Comments 55 S.F. ALUMAWOOD LATTICE PATIO COVER. 2010 CODES. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 Fee summary Charged ---------- Paid Credited -------------------- Due ----------------- Permit Fee Total ---------- '21.00 .00 .00 21.00 Plan Check Total 13.65 .00 .00 13.65 Other Fee Total 1.00 .00 .00 1.00 Grand Total 35.65 .00 .00 35.65 LQPERA1IT �hitestar MANAGEMENT August 17, 2011 Anna -Lissa Nawrocki 47855 Endless Sky La Quinta, CA 92253 Dear Anna -Lissa, A Professional Property Management Company Since 2002 THE CHOICE FOR HDA MANAGEMENT Thank you for your architectural application received Monday, Augusf'15, 2011. It is necessary for you. to obtain a permit from. the City of La Quinta through its Building Department located at 78-495 Calle Tampico, off Washington. Enclosed is the paperwork and photos you sent for submittal to the City. When the permit is obtained, please resubmit the application so it can be approved. Be sure to include a copy of the permit. Regards, Irene W. Davis Enclosures of Com NVO 54 .�.. Manager Member 72-171 Highwail 111, Suite 110, Palm Desert, CA92260 Office: 760.773.0123 or 760.773.24441 Fax. 760.773.5432 E-mail: clientservices@whitestarmgmt.com �_ MEMOIR.. bF community ASIMCIBTIONS INMITUIc Bin # City of LQ Quinta Building 81 Safety Division Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit #P.O. Project Address: AV Owner's Name: A - .� A. P. Number: Address: S A/ Legal Description: City, ST, Zip:Qw aci C4" Contractor: Tele/ phone: Address: Q Project Description: City, ST, Zip: Tele hone: �r.J 2-7/4:>;•vH:::>>, (��Q / �' State Lic. # :-7,7 City Lic. #: Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State Lic. #: Name of Contact Person: •��,::<:<'>:aw;;hx�:�.^"'��>„.�.,�. v_'>'s<ii£>x'_lry s» > Construction Type: Occupancy. Project type (circle one): ew Add'n Alter Repair Sq. Ft.: # Stories: # Units: Demo Telephone # of Contact Person: Estimated Value of Project: 4 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cafes. Reviewed, ready for corrections Plan Check Deposit Truss Cafes. Called Contact Person Plan Check Balance Title 24 Cafes. Plans picked up Construction Flood plain plan Plans resubmittedMechanical Grading plan Tw Review, ready for correctionstiissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted' Grading IN HOUSE:- Review, ready for correctionstissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees les sv Cl 02 2.x'3 of t��i .ail �I d dl rs�2 l duj -9xii A (unvw Laaw Pa.4l i Ce. e, O Pio?"A(_.9 k Cm To-,, bore„ i rte,,, d , CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE ' 34 i ( BY �T l0` cdiv,pc N 39 Amerimax Building Products Patio Cover, Carport and Commercial Structure Engineerirn PAGES DRAWING SECTION DESCRIPTION 2 PAGES GN01-2006 GENERAL NOTES GN02-2006 2 PAGES SC01-2006 SOLID PANEL STRUCTURAL CONFIGURATIONS SCO2-2006 ALUMAWOOD STRUCTURAL CONFIGURATIONS 1 PAGE 4 PAGES 4 PAGES 3 PAGES LT01-2006 LT02-2006 LT03-2006 2 PAGES 10 PAGES 10 PAGES 4 PAGES NP01-2006 NP02-2006 NP03-2006 NP04-2006 9 PAGES CD01-2006 CD02-2006 CD03-2006 CD04-2006 CD05-2006 CD06-2006 CD07-2006 CD08-2006 CD09-2006 6 PAGES M1-2006 M2-2006 M3-2006 M4-2006 M5-2006 M6-2006 M7-2006 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 90 MPH WIND AREAS LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 90 MPH WIND AREAS SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS l COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS COMPONENT PARTS AND CONNECTION DETAILS MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES 7.0 FOOTING AND SLAB ATTACHMENT TABLES 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS 7.0 FORCES ON EXISTING STRUCTURES STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS r 0 P9 e, ICC EVALUATION SERVICE REPORT 1398 PROFESSIONAL ENGINEERING STAMPS I JUN 2 4 ZED t ��, PVT ooi ��. ......•!V4 ., ®• No 9735 •�i1r No,28531-f— — FES310WAL -0 S S S. TE OF :41 lb % � O p . ; ' ��. =< t O .•'4��.ms a< .� G t NE�•�` �rsd (Ftz.l t't tSSls� �r• 7 '• EXPIRES 2/2W 1? 4 IL IAM 5-006 . cr— BURG W� GENERAL NOTES: 1. DESIGNED IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING CODE. 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2000 EDITION OF ALUMINUM ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE INTERNATIONAL BUILDING CODE. DESIGN LOADINGS: GROUND SNOW LOAD 10 PSF 20 PSF 25 PSF 30 PSF 40 PSF 60 PSF FOR 0.25/12 > SLOPE < 1/12 DESIGN LOAD 10 PSF 20 PSF 21 PSF 25.2 PSF - 33.6 PSF 50.4 PSF LIVE LOAD ONLY LIVE LOAD ONLY DESIGN ROOF SNOW LOAD DESIGN ROOF SNOW LOAD DESIGN ROOF SNOW LOAD DESIGN ROOF SNOW LOAD WIND SPEEDS IN THE 2006 IBC ARE "3 SECOND GUST WIND SPEED." ALL STRUCTURES DESCRIBED IN THIS REPORT ARE DESIGNED USING PRESSURES CALCULATED FROM "3 SECOND GUST WIND SPEEDS". FOR ATTACHED STRUCTURES THE MAXIMUM MEAN ROOF HEIGHT OF THE EXISTING STRUCTURE IS 30'. Kzt WAS ASSUMED AS 1.0 FOR ALL WIND LOADS. SITE LOCATIONS REQUIRING HIGHER A HIGHER Kzt VALUE (ISOLATED HILLS, RIDGES, ESCARPMENTS) WILL REQUIRE HIGHER WIND LOADS AS PER ASCE7-05 SECTION 6.5.7 AND ARE OUTSIDE THE SCOPE OF THIS REPORT. NOTE: EXPOSURE B: URBAN AND SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN WITH NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF SINGLE-FAMILY DWELLINGS OR LARGER. EXPOSURE B SHALL BE ASSUMED UNLESS THE SITE MEETS THE DEFINITION OF ANOTHER TYPE EXPOSURE. EXPOSURE C: OPEN TERRAIN WITH SCATTERED OBSTRUCTIONS, INCLUDING SURFACE UNDULATIONS OR OTHER IRREGULARITIES, HAVING HEIGHTS GENERALLY LESS THAN 30 FEET (9144 MM) EXTENDING MORE THAN 1,500 FEET (457.2 M) FROM THE BUILDING SITE IN ANY QUADRANT THIS EXPOSURE SHALL ALSO APPLY TO ANY BUILDING LOCATED WITHIN EXPOSURE B TYPE TERRAIN WHERE THE BUILDING IS DIRECTLY ADJACENT TO OPEN AREAS OF EXPOSURE C TYPE TERRAIN IN ANY QUADRANT FOR A DISTANCE OF MORE THAN 600 FEET (182.9 M). THIS CATEGORY INCLUDES FLAT OPEN COUNTRY, GRASSLANDS AND SHORELINES IN HURRICANE -PRONE REGIONS. SEISMIC LOADING MAXIMUM Ss = 150% SHOWN IN 2006 IBC FIGURE 1613.5(1) Ss > 150% ARE NOT REQUIRED AS PER ASCE7-05 12.8.1.3 S1 NOT APPLICABLE TO THESE STRUCTURES SITE CLASS = D BASIC SEISMIC FORCE RESISTNG SYSTEM POSTS EMBEDDED INTO FOOTINGS = INVERTED PENDULUM » R = 2.0 POSTS SURFACE MOUNTED = GENERIC SYSTEM » R= 1.25 ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE THESE ROOFS ARE NOT SUBJECT TO MAINTENANCE WORKERS AND HAVE NOT BEEN EVALUATED FOR A CONCENTRATED 300 LBF LOAD. THE BASIS OF THE DESIGN FORCES ARE IN ACCORDANCE WITH THE BASIC LOAD COMBINATIONS DESCRIBED IN IBC SECTION 1605.3.2 AND NO FURTHER INCREASES ARE PERMITTED FOR PATIO COVERS RESISTING WIND OR SEISMIC FORCES. ICC ESR 1398 6/1/2010 4. THIS ENTIRE ENGINEERING PACKAGE IS NOT REQUIRED FOR MOST BUILDING PERMITS. SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE: a. GENERAL NOTES (2 PAGES) b. STRUCTURAL CONFIGURATIONS (1 OR 2 PAGES) c. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES FOR SOLID COVER STRUCTURES) OR BOTH (FOR COMBINATION STRUCTURES) d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND WIND LOAD e. ALL APPROPRIATE DETAILS f. OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. Page 2 of 59 ENGINEERS STAMP r 5208ATENNYSON PARKWAY merimax SUITE 100 r BUQ.DING PRODUCTS, INC. PLANO, TEXAS 75024 DIMPt' CMP SCALL: IDRAWING NONE o UPARTGENERAL NOTES GN01-2006 1 1 OF 2 GENERAL NOTES: (CONTINUED FROM SHEET NO. 1) 5. CONCRETE MIX: Fc=2500, 3000 OR 3500 PSI FOR 28 DAYS IN NEGLIGIBLE, MODERATE, AND SEVERE CONDITIONS AS SHOWN IN FIGURE 1904.2.2 OF THE 2006 IBC. PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE POST LOAD IS 750# OR LESS. CONCRETE SHALL BE A MINIMUM OF 3.5 INCHES THICK AND NO CRACKS WITHIN 7-6" OF POSTS. POSTS SHALL BE SET BACK A MINIMUM OF 4 INCHES FROM EDGE OR EXPANSION JOINT OF A SLAB. 6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL. ALLOWABLE FOUNDATION PRESSURE IS 1500 POUNDS PER SQUARE FOOT. LATERAL BEARING PRESSURE IS 100 PSF/FT AND IS DOUBLED PER IBC SECTION 1804.3.1. THESE DESIGN VALUES DO NOT APPLY TO MUD, ORGANIC SILTS, ORGANIC CLAYS, PEAT OR UNPREPARED FILLS AND MAY REQUIRE FURTHER SOIL INVESTIGATION. UNITS IN SNOW/LIVE LOAD AREA OF 25 PSF OR LESS MAY BE BUILT ON 1000 PSF BEARING SOIL W/O ADDITIONAL ENGINEERING. MINIMUM FOOTING DEPTH IS THE LOCAL FROST DEPTH. 7. 20 PSF AND HIGHER LIVE LOAD STRUCTURES MAY BE USED AS COVERS FOR PARKING OF MOTOR VEHICLES. CARPORTS MUST HAVE AT LEAST TWO OPEN SIDES AND HAVE FLOOR SURFACES MADE OF APPROVED NONCOMBUSTIBLE MATERIAL OR ASPHALT. 8. FREESTANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER. 9. ALL STEEL SHALL BE GALVANIZED ASTM A-653 G90, A123 G45 OR A153 B-3, PAINTED ASTM A755 OR USE AN APPROVED COATING COMPLYING WITH IBC SECTION 2203.2. 10. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 3004H2x ALUMINUM MAY BE SUBSTITUTED FOR 3004H3x. 11. STEEL FASTENERS SHALL BE EITHER STAINLESS (3000 SERIES), GALVANIZED OR DOUBLE CADMIUM PLATED. BOLTS SHALL BE ASTM A-307 HOT DIPPED GLAVANIZED, MECHANICALLY GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 300 SERIES STAINLESS STEEL. CONCRETE ANCHOR BOLTS ARE SPECIFED IN THE DETAILS. 12. EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 13. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR POST. (EXCEPT FOR FULL STRENGTH SPLICES) FULL STRENGTH SPLICES (DETAILS O, U, AND X) MAY BE LOCATED ANYWHERE. 14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC ESR 1730, 1976 , 2196 OR EQUIVALENT. 15. ATTACHED STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT ADDITIONAL ENGINEERING ANALYIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY. 16. ALUMINUM SOLID ROOF PANELS ARE CLASS B FIRE RATED AS INDICATED BY THE EXCEPTION IN IBC SECTION 1505.3. 17. STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE. ICC ESR 1398 6/1/2010 18. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS (OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZED STEEL) OR ABSORBENT BUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FAYING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I -A SECTION 6.6.1 19. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK, THE MAXIMUM DEAD LOAD + LIVE LOAD FROM THE PATIO COVER IS 750 LBS AND THE POST SPACING SHALL NOT EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB. THE MAXIMUM CONNECTION UPLIFT LOAD IS 800 LBS FOR 90MPH EXP C WIND SPEED. CONNECTIONS ARE FOR MAXIMUM PATIO ROOF HEIGHTS OF 12 FT FROM GRADE. THE EXISTING DECK STRUCTURE MUST BE ADEQUATE TO SUSTAIN THESE ADDITIONAL LOADS. THE STRUCTURAL ADEQUACY OF THE DECK TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL L13, L14, N12, N13, AL OR AM. CONSTRUCTION OUTSIDE OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING. 20. All structures must comply with one of the following: a. All structures with a roof snow load of 30 psf or less may be built in Seismic Design Category (SDC) A -F up to the maximum Ss noted in General Note #3. b. Structures with flat roof design snow loads over 30 psf complying with IBC Section 1613.1 Exception #1 do not require additional seismic analysis. c. Structures not complying with (a) or (b) require additional engineering seismic analysis. 21. DRIFTING SNOW IS ADDRESSED IN DETAIL M4. SLIDING SNOW IS BEYOND THE SCOPE OF THIS REPORT. 22. ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL SPANS WITHIN 20%. ALL SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN. GENERAL NOTES FOR LATTICE STRUCTURES: (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SCO2-2006 AND LT01-2006 THRU LT03-2006.) 1. SEE GENERAL NOTES, SHEET 1, SECTION 4 FOR LIVE AND SNOW LOADS. 2. OPEN LATTICE STRUCTURES SHALL NOT BE ENCLOSED. 3. SINGLE SPAN LATTICE STRUCTURES THAT USE DETAILS L13, L14 OR L25 MUST COMPLY WITH TABLE L1 AND L2 ON SHEET M5. Page 3 of 59 LES V 7596 OF PROJECTION 'MIN• LEN MIN• LENGTH & SEE SCHEDULE FOR�ENERS PANEL NO. OF '10 SM FASCIA HEADER . M. 1 1/2' ----I 1 PANEL MAY OVERHANG 25% OF CLEARSPAN MAXIMUM VERTICAL E 0.25'FT. D FASCIA PANEL SDiGLE SPAN I] ATTACHED PAT COVERS DO NOT co REGMU E FOIrn+Gs PROVIDE 1 1 CONCRETE SLAB DRAIN REQ'D W/ CONSTRAINED FOOTINGS SEE SCHEDULE FOR FOOTING SIZE. SINGLE SPAN ATTACHED STRUCTURE -W. I ' / � •- DRAIN 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS PATI❑ COVERS ARE LIMITED TO 12' HEIGHT. CARPORTS AND COMMERCIAL STRUCTURES ARE LIMITED TO 18' HEIGHT, &HEADER STALL COLUMN VERIICALLY� PROVIDE 1 1/2' DRAIN 3.5' CONCRETE SLAB REQ'D CONSTRAINED FOOTINGS ICC ESR 1398 6/1/2010 c9 w SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY MM* SEE SCHEDULE FOR POSTS. ALL POSTS TO BE INSTALLED VERTICALLY. MAY HAVE MORE THAN 2 POSTS (PER INTERMEDIATE BEAM). ti MULTISPAN • FREESTANDING gipt STRUCTURE,.. �O� . Polo 3.5' CONCRETE SLAB REQ'D CONSTRAINED FOOTINGS SEE SCHEDULE FOR FOOTING SIZE 'd SINM SPAN AEWM CARMIVOtED STRUCTURE 3/8'0 X 9' REBAR —t SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY SINGLE SPAN FREESTANDING STRUCTURE FOR POST SIZE POST SCHED HEADER III III PANEL 'goDE 1 1/2 3.5' CONCRETE SLAB REQ'D W/ •d• CONSTRAINED FOOTINGS PLACE 3/8'0 STL(RE-DAR) 2576 POST SPACING —3/8'0 STEEL BAR (RE—BAR) SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY Page 4 of 59 a ENGINEERS STAMP _j�L SEE -SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY ,I C3 MAX. O'HANG 25% OF POST SPACING SEE SCHEDULE FOR POST SPACING 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS CIlllPilaX 5208 TENNYSON PARKWAY ly BiJII DNIC PRODUCTS, ITIC. PUITE 100 LLANO, TEXAS 75024 Ij 'CMP NONE OR PART SOLID PANEL STRUCTURAL J NAME CONFIGURATIONS DATE: L? RRLI SC01-2006 sHE1 OF 2 3'X8' ALUM HEADER 3'X8' STEEL C DOUBLE ALUM HEADER DOUBLE STEEL C BEAM LATTICE OVERHANG 36' MAX 24' MAX FOR 30 PSF SNOW LOAD OR HIGHER 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS i SINGLE SPAN ATTACHED 1AIl]CE STRUCTURE O'HANG� PROVIDE 1 1 MULTISPAN UNITS REFER TO GENERAL NOTE 22. MAXIMUM RAFTER OVERHANG �IS OF �OJ� CLEARARSPAN LATTICE OVERHANG 36' MAX 24' MAX FOR 30 OR PSF SNOW LOAD OR POST HT HIGHER 3'x 8'x 12 or 16 GA. STEEL 'C• BEAM FOR BEAM WRAP DETAIL, DETAIL 118'. SINGLE SPAN ATTACHED 3.5' CONCRETE SLAB REQ'D J/ PATIO COVERS DO NOT W/ CONSTRAINED FOOTINGS REQUIRE FOOTINGS SEE SCHEDULE FOR SIZE DETAIL L29 ONLY 2'x6.625', 3'x8' ORN 3'x3' ALUM RAFTERS LATTICE: — SEE DETAIL L3 IIS 3.5' CONCRETE SLAB REQ'D 3.5' CONCRETE SLAB REQ'D J •d W/ CONSTRAINED FOOTINGS W/ CONSTRAINED FOOTINGS SEE SCHEDULE FOR FOOTING SIZE 'd SINGLE SPAN FREESTANDING LATTICE STRUCTURE VERHANG FREESTANDING STRUCTURE ATTACHED STRUCTURE ICC ESR 1398 6/1/2010 TRIBUTARY WIDTH (TW) DIAGRAM TW Page 5 of 59 RAFTER SPAN 1R SPAN) OR MORE SPANS —1'x6.625•, 3'x8. OR 3'x3' ALUM. RAFTERS >PLACE 3/8. 0X 9• SEE SCHEDULE FOR SIZE DETAIL L29 ONLY OF CLEAR SPAN A yF/09 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES n n94"v9"vA R95" Rafter /Midtisnanl 0.032"x2"x6.625" Rafter IMultisnanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exposure C s in 110 90 110 120 10 24" 7'-4"7'-4" 10•_10" 6'4" 5'-6" LIVE 20" 8'-4" 8'-4" T-3" 6'-4" 20.-. 16" 9'-8" 9'-8" 8._5.. T-4" LIVE' .12" 11'-8" 11'-8" 10'-0" 8'-10" 20 24" 4'4" 4'4" 4'-4" 4'4" LIVE 20" 5'-0" 5'-0" 5'-0" T -O" 30` 16" 5'-11" 5'-11" 5-11" 5'-11" 12" 7'4" 7'-4" 7'4" T-4- 25 24" 4'-1" 4'-1" 4'-1" 4'-1" 20" 4._9.. 4-_9.. 4._9.. 4-_9.. 60 16" 5'-8" 5'-8" 5'-8" 5'-8" 12" 7'-1" 7'-1" 7'-1" 7'-1" 30 24" 3'-6'' 3'-6" 3'-6" 3'-6" 20" 4'-1" 4'-1" 4'-1" 4'-1" 16"4'-11" T-7" 4'-11" 4'-11" 4'-11" 12" 6'-2" 6'-2" 6'-2" 6'-2" 40 24" 2'-9" 2'-9" 2'-9" 2'-9" 20" T-3" 3'-3" 3'-3" 3'-3" 16" T-11" T-11" T-11" 3'-11" 12" 4'-11" 4'-11" 4'-11" 4'-11" 60 24" V-11" V-11" V-11" V-11" 20" 2'-3" 2'-3" 2'-3" 2'-3" 16" 2'-9" 2'-9" 2'-9" 2'-9" 12" 3'-6" T-6" T-6" T-6" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exposure C 1 s in 110 90 110 120 10 24" 10'-10. 10•_10" 10•_7" 9'-6" LIVE 20" 12'-2" 12'-2" 11'-9" 10'-7" 20.-. 16" 14'-0" 14'-0" 13•_2" 11'-11" LIVE' 12" 16'-6" 16'-6" 15•_3" 13._10• 20 24" 6'-8" 6'-8" 6'-8" 6'-8" LIVE 20" T-7" T-7" T-7" T-7" 30` 16" 8'-11" 8'-11" V-11" 8'-11" 12" 10'-10" 10•_10•• 10•_10•• 10'-10- 25 24" 6'-5" 6'-5" 6'-5" 6'-5" 20" 7'-4" 7'-4" T-4" 7'-4" 60 16" 8'-8" 8'-8" 8'-8" 8'-8" 12" 10'-6" 10•_6• 10'-6" 10'-6" 30 24" 5'-7" 5'-7" 5'-7" 5'-7" 20" 6'-5" 6'-5" 6'-5" 6'-5" 16" T-7" T-7" T-7" T-7" 12" 9._3.. 9._3.. 9._3.. 9._3.. 40 24" 4'-5" 4'-5" 4'-5" 4'-5" 20" 5'-2" 5'-2" 5'-2" T-2" 16" 6'-1" 6'-1" 6'-1" 6'-1" 12" 7'-7" T-7" T-7" T-7" 60 24" T-1" 3'-1" 3'-1" T-1" 20" T-8" T-8" 3'-8" 3'-8" 16" 4'-5" 4'-5" 4'-5" 4'-5" 12" 5'-7" 5'-7" 5'-7" 5'-7" SINGLE SPAN TABLES n n9A"v9"vA A91" R.ftar Minnla Rnan1 n n39"v9"vA Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C s in 90 110 1 90 110 10 24" 10•_2" 8'-2" 8'-7" 6'-4" LIVE 20" 11'-5" 9'-3" 9'-8" T-3" 20.-. 16" 12'-9" 10'_7" 11._1.. 8'-5" LIVE' 12" 14'-8" 12'-6" 13'-1" 10'-0". 20 24" 5'-2" 5'-2" 5'-2" 5'-2" LIVE 20" 6'-2" 6'-2" 6'-2" 6'-2" 30` 16" 7'-8" T-8" T-8" T-8" 12" 10•_2'. 10'-2" 10•_2" 10•_0" 25 24" 4'-11" 4'-11" 4'-11" 4'-11" 20" 5'-10" 5'-10" 5'-10" 5'-10" 60 16" 7'4" 7'4" 7'4" 7'4" 12" 9'-9" 9'-9" 9'-9" 9'-9" 30 24" 4'-1" 4'-1" 4'-1" 4'-1" 20" 4'-11" 4'-11" 4'-11" 4'-11" 16" 6'-1" 6-1" 6'-1" 6'-1" 12" 8'-1" 8'-1" 8'-1" 8'-1"- 40 24" 3'-1" 3'-1" 3.1•' 3'-1" 20" 3'-8" 3'-8" 3'-8" 3'-8" 16" 4'-7" 4'-7" 4'-7" 4'-7" 12" 6'-1" 6'-1" 6'-1" 6'-1" 60 24" 2 - 2'-0" 2'-0" 2'-0" 20" 2'-5" 2'-5" 2'-5" 2'-5" 16" 3'-1" 3'-1" 3'-1" T-1" 12" 4'-1" 4'-1" 4'-1" 4'-1" IABLt l.b ICC ESR 1398 6/1/2010 IABLE 1.2 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C s in 90 110 1 90 110 10 24" 14'-1" 13'-0" 13'-6" 10'-7" LIVE 20" 15'-5" 14'-4" 14'-10" 11'-9" 20.-. 16" 17'-2" 16'-0" 16'-8" 13'-2" LIVE' 12" 19'-8" 18•_6" 19._2'. 15'-3" 20 24" 8'-10" 8'-10" 8'-10" 8'-10" LIVE 20" 10'-6" 10'-6" 10'-6" 10'-6" 30` 16" 12•_3" 12'-3" 12•_3'• 12•_3.. 12" 14•_1" 14•_1•• 14•_1'• 14•_1•• 25 24" 8'-5" 8'-5" 8'-5" 8'-5" 20" 10•_1" 10'-1" 10•_1•• 10•_1•• 60 16" 12'-0" 12'-0" 12'-0" 12'-0" 12" 13'-9" 13'-9" 13'-9" 13'-9" 30 24" T-0" T-0" T-0" T-0" 20" 8'-5" 8'-5" 8'-5" 8'-5" 16" 10'-6" 10'-6" 10'-6" 10'-6" 12" 12•_7.• 12'-7" 12•_7.. 12•_7" 40 24" 5'-3" 5'-3" 5'-3" 5'-3" 20" 6'-4" 6'-4" 6'4" 6'4" 16" 7'-10" 7'-10" T-10" T-10" 12" 10'-6" 10•_6" 10._6" 10'-6" 60 24" 3'-6" 3'-6" 3'-6" 3'-6" 20" 4'-2" 4'-2" 4'-2" 4.2 . 16" 5'-3" 5-3" 5'-3" 5'-3" 12" 7'-0" 7'-0" T-0" 7'-0" I ACLt 1.1 0 n4n"x9"x6.625" Rafter /Multisnanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exposure C s in 110 90 110 120 10 24" 14•4" 4 14' " 14.3 12.11 LIVE 20" 16'-0" 16'-0" 15'-8" 14'-2" 20.-. 16" 18•_3" 18'-3" 17'-5" 16_10" LIVE' 12" 21'-5" 21'-5" 19'-10" 18'-2" 20 24" 9'-2" 9'-2" 9'-2" 9'-2" LIVE 20" 10'4" 10'4" 10'-4" 10'4" 30` 16" 12'-0" 12'-0" 12'-0" 12--g- 12- 14'4" 14'-4" 14'4' 14'4" 25 24" 8'-10" 8'-10" 8'-10" 8'-10" 20" 10'-0" 10'-0" 10'-0" 10'-0" 60 16" 11•_7• 11•_7" 11'-7" 11•_7" 12" 13'-11" 13'-11" 13'-11" 13'-11" 30 24" T-9" T-9" T-9" T-9" 20" 8'-10" 8'-10" 8'-10" 8'-10" 16" 10'-3" 10'-3" 10'-3" 10'-3" 12" 12'-5" 12'-5" 12'-5" 12'-5" 40 24" 6'-3" 6'-3" 6'-3" 6'-3" 20" 7'-2" 7'-2" T-2" T-2" 16" 8'-5" 8'-5" 8'-5" 8'-5" 12" 10'-3" 10'-3" 10'-3" 10'-3" 60 24" 4'-6" 4'-6" 4'-6" 4'-6" 20" 5'-3" 5'-3" 5'-3" 5'-3" 16" 6'-3" 6'-3" 6'-3" 6'-3" 12" T-9" 7'-9" T-9" 7'-9" 0.042"x3"xA" Rafter /Multicnanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exposure C s in 110 90 110 120 10 36" 12'-5" 12'-5"12'-5" 17•_9 11'-5" LIVE 32" 13'-5" 13'-5" 13'-5" 12'-2" 20.-. 24" 16•_1•• 16•_1.• 15•_9.• 14•_3" LIVE' 16" 20._5• 20•_5•. 19'-2" 17•_5" 20 36" 7'-7" 7'-7" 7'-7" 7'-7" LIVE 32" 8'-3" 8'-3" 8'-3" 8'-3" 30` 24" 10'-2" 10'-2" 10'-2" 10'-2" 16" 13'-5" 13'-5" 13'-5" 13'-5" 25 36" 7'-3" 7'-3" 7'-3" 7'-3" 32" 8'-0" 8'-0" 8'-0" 8'-0" 60 24" 9'-10" 9'-10" 9'-10" 9'-10" 16" 13'-0" 13'-0" 13'-0" 13'-0" 30 36" 6'-4" 6'-4" 6'-4" 6'4" 32" 6'-11" 6'-11" 6'-11" 6'-11" 24" 8'-7" 8'-7" 8'-7" 8'-7" 16" 11'-6" 11'-6" 11'-6" 11'-6" 40 36" 5'-0" 5'-0" 5'-0" 5-0" 32" 5'-6" 5'-6" 5'-6" 5'-6" 24" 6-11" 6'-11" 6'-11" 6'-11" 16" 9'-5" 9'-5" 9'-5" 9'-5" 60 36" 3'-6" 3'-6" 3'-6" 3'-6" 32" T-10" T-10" 3'-10" 3'-10" 24" 5'-0" 5'-0" 5'-0" 5'-0" 16" 6'-11" 6'-11" 6-11" 6'-11" IAt3LE 1.3 TABLE 1.4 NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN n non"v9"vA A95" Rafter /Rinnla Rnanl n 0d9"v3"vA" Rafter /Rinnla R -n1 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C s in 90 110 90 110 10 24" 17•_10" 17•_2•• 17•_9 14.3" LIVE 20" 19'-1" 18'-9" 19'-1" 15'-8" 20.-. 16" 20'-6" 20'-5" 20'-6" 17'-5" LIVE' 12" 22._7.. 22'-3" 22.7' 19•_101 20 24" 12•_9.• 12'-9.• 12•_9•. 12•_9" LIVE 20" 13•_11. 13._11.. 13•_11. 13•_11" 30` 16" 15'-6" 15'-6" 15'-6" 15'-6" 12" 17•_10. 17•_10. 17•_10. 17•_10" 25 24" 12'-5" 12'-5" 12'-5" 12'-5" 20" 13•_7.• 13•_7.. 13•_7" 13•_7" 60 16" 15•_2" 15•_2" 15•_2" 15'-2" 12" 17'-5" 17'-5" 17'-5" 17'-5" 30 24" 10•_7" 10•_7" 10'_7" 10._7" 20" 12'-5" 12•_5• 12'-5' 12•_5" 16" 13'-10" 13'-10" 13'-10" 13'-10" 12" 15'-11"115'-11" 15•_7" 16_11. 15•_11" 40 24" 7'-11" 7'-11" T-11" T-11" 20" 9'-6" 9._6.. 9._6.. 9._6.. 16" 11•_10. 11•_10. 11•_10. 11•_10" 12" 13•_10" 13'-10"113'-10" 12•_11. 13._10. 60 24" 5'-4" 5'-4"5'-4" 3'-10" 5 -4.. 20" 6'-4" 6' 4" 6'-4" 6'-4" 16" T-11" 7'-11" 7'-11" T-11" 12" 10'_7 10.7 10.7' 10.7 I ABLt 1.6 Page 6 of 59 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C s in 90 110 1 90 110 10 36" 16'-6" 15'-5" 16'-0" 12'-8" LIVE 32" 17'-5" 16'-5" 17'-1" 13'-6" 20.-. 24" 20'-0" 19'-1" 19'-9" 15'-9" LIVE' 16" 24•_2'• 23'-2" 24•_0" 19•_2" 20 36" 9'-8" 9'-8" 9'-8" 9'-8" LIVE 32" 10'-10" 10'-10" 10'-10" 10'-10" 30` 24" 14•4" 14'-4" 14•4" 14.4.. 16" 17'-5' 17•_5• 17'-5" 17•_5" 25 36" 9'-3" 9'-3" 9'-3" 9'-3" 32" 10'-4" 10'-4" 10'-4" 10•4" 60 24" 13'-9" 13'-9" 13'-9" 13'-9" 16" 17'-0" 17'-0" 17'=0" 17'-0" 30 36" T-8" T-8" T-8" T-8" 32" 8'-8" 8'-8" 8'-8" 8'-8" 24" 11'-6" 11'-6" 11'-6" 11 •_6" 16" 15•_7" 15•_7" 15•_7" 15•_7" 40 36" 5'-9" 5'-9" 5'-9" 5'-9" 32" 6'-6" 6'-6" 6'-6" 6'-6" 24" 8'-8" 8'-8" 8'-8" 8'-8" 16" 12'-11" 12•_11 12•_11. 12•_11" 60 36" 3'-10" 3'-10" 3'-10" 3'-10" 32" 4'-4" 4'-4" 4'-4" 4'-4" 24" 5._9" 1 5._9.. 5._9.. 5._9" 16" 8'-8" 8'-8" 8'-8" 81-8" IABLt 1.9 3"x3" Rafter OW n/c tM. dticnon .r Sinnlal Ground Rafter Wind Speed and Exposure Snow Load Gauge Exposure C s in 90 110 120 130 10 u 0.024" 12'-7" 12'-3" 11'-3" 10'4" LIVE 0.040" 16'-6" 15'-4" 14'-5" 13'-8" 20.-. 0.024" 8'-8" 8'-8" 8'-8" 8'-8" LIVE' 0.040" 13'-1" 13'-1" 13'-1" 13'-1" 25 0.024" 8'-5" 8'-5" 8'-5" 8'-5" �' 0.040" 12'-10" 12•_10.. 12•_10" 12•_10" 30` 0.024" 7'-7" 7'-7" 7'-7" 7'-7" 0.040" 12•_1•• 12•_1" 12•_1•• 12•_1•• 40 0.024" 6'-5" 6'-5" 6'-5" 6'-5" 0.040" 10•-4• 10'4" 10'4" 10'-4" 60 0.024"4'-11" 4'-11" 4'-11" 4'-11" 0.040" 8'-2" 8'-2" 8'-2" 1 8'-2" IABLt 1.5 Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carlDutnam(&comcast.net RAFTERS O/C SPACING MAY BE DOUBLED IF THE RAFTERS ARE DOUBLED UP TO 48" O/C 5% I ATTIrC rnvCO 2 n OACT QOAr-u Q CAO OATIn Akin rnUUr-OrIA1 rnVFRS an MOW whin ACCAS 90 MPH EXPOSURE B 0.042"x3"x8" Box Beam Detail Lt Double 0.042"x3"x8" Detail L12 Double 0.040"x2"x6.625" Detail L12 18 0.042"x3"x8" Box Beam Detail L1 Double 0.042"x3"x8" Detail L12 Double 0.040"x2"x6.625" Detail L12 TABLE 2.1 27 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 2.1 17-1' Attached Freestanding or Attached Freestanding or Attached Freestanding or 27 1914" Structure Multis an Units Structure Multis an Units Structure MuIGs an Units 23 4 Structure Multis an Units Structure Multis an Units Structure Multis an Units GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIB MAX POST MAX MAX POST LENGTH MAX POST LENGTH MAXIMINFOOTER MAX MAX POST LENGTH SNOW WIDTH POST REDID POST MIN FOOTER 8' I 10 I 17 POST MIN FOOTER 8' I 10' I 17 POST MIN FOOTER 8' I 10' I 17 SNOW WIDTH POST REO' POST MIN FOOTER 8' I 10 I 17 POST 8' I 10' I 17 POSTMIN FOOTER 8' I 10' I 17 LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED FOOTE SPACIN POST SIZE CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOOTE LOAD (FT) SPACING FOR SPACIN POS SIZE CONSTRAINED FOOTE SPACIN CONSTRAINED FOOTE SPACING POS SIZE CONSTRAINED FOOTS(PSF) ON SIRS SLAB (FT) TYPE 'tl. -cr 'd' 'd' (FT) TYPE "d" -d- 'd' 'd' (FT) TYPE 'd' 'd" 'tl' 'tl" (PSF) ON SLAB SLAB (FT) TVP 'd' 'd' 'd' 'd' (FT) "d" "d' "d' (FT) TYP 'd' 'tl' 'd' 'd' 15'-2' B n) In n n n n pn) n n n n in FT 11'4" in) n in pn) n) On) on) in n n n 90 MPH EXPOSURE B 10 3 276' A 13'3' A 18 24 26 27 201•11" A 21 27 29 30 LIVE 3.5 19-5" A 17-1' A 18 24 25 27 1914" A 21 26 28 29 23 4 1 T-0" A 11'-2" A 18 23 25 26 18'-0' B 22 26 28 29 B 4.5 15'-1" A 1014' A 19 23 24 26 16-11" B 22 26 27 29 25 5 13'-7' A 916" A 19 23 24 25 16-0' B 22 25 27 28 24 5.5 174" A 7-1" A 19 22 24 25 15'-2' B 23 25 27 28 C 1 6 11'4" A B'6" A 19 22 24 25 14.6" B 23 25 26 28 A 6.5 10'-5" A B'-1" A 19 22 23 25 13'-10" B 23 25 26 27 25 7 91-W A T6" A 20 22 23 24 13'-4" C 23 24 26 27 27 7.5 91•1" A 7'4" A 20 21 23 24 17.9" C 24 24 26 27 24 8 8'-6' A 7* -0" A 20 21 23 24 174' C 24 24 25 27 7 8.5 8'-0' A 6'6" A 20 21 22 24 11'-11' C 24 24 25 27 B 9 T6' A 6'-5" A 20 21 22 23 11.5' C 24 24 25 26 C 9.5 T -Y A 6'-2" A 20 21 22 23 11'-2' C 24 24 25 26 A 10 6'•9' A 5'-11" A 20 21 22 23 10'-9" C 25 25 25 26 27 11 6'-Y A 66" A 20 20 22 23 10'-2- C 25 25 25 26 29 12 5'6' A 5'-Y A 21 21 22 23 9'6" C 25 25 25 25 26 13 5'-2" A 4'•9' A 21 21 22 23 9'-2" C 25 25 25 25 A An MPH FXPOSURE C 23 24 25 10'-10" C 27 27 27 28 9'-10" C 26 18'-7" A 20 25 27 28 1T-3" A 20 25 26 28 I& -i" A 21 24 26 27 15-1" B 21 24 25 27 14'-4" B 21 24 25 26 13'-7" B 22 23 25 26 13'-0" B 22 23 25 26 17-5" B 22 23 24 26 11'-11" B 23 23 24 26 1115" B 23 23 24 25 11'-1" B 23 23 24 25 10-9" B 23 23 24 25 10-5" C 23 23 24 25 10-1" C 24 24 24 25 9'-10" C 24 24 24 25 9'-3' C 24 24 24 24 8'•10" C 1 24 1 24 24 24 8'-5" C 25 25 25 25 10 3 22'-8" A 13'-3'A A 20 26 28 30 20'4" A 23 29 31 32 18'-2' A 22 27 29 30 LIVE 3.5 19'5" A 17-1' A 20 26 28 29 18'-10" A 23 29 30 32 , 16'-9' A 23 27 28 30 25 4 17`-0" A 11'-2" A 21 25 27 18 17* -7" B 24 28 30 31 15'6' A 23 26 28 29 25 4.5 15'-1" A 10'4' A 21 25 27 28 16.6" B 24 28 29 31 14'-9' A 24 26 28 29 24 5 13'•r A 96" A 21 25 26 28 15'-7" B 25 27 29 31 13'-11" B 24 26 27 29 24 5.5 174' A 9'-1" A 21 24 26 27 14'-9' B 25 27 29 30 13'-3' B 24 25 27 28 24 6 11'4' A 816" A 22 24 26 27 14'-1' B 26 27 28 30 176" B 25 25 27 28 24 6.5 105' A 8'-1" A 22 24 25 27 13'5' B 26 27 28 30 17-1" B 25 25 26 28 23 7 916' A T$ A 22 24 25 26 17-11' B 26 26 28 29 11'-7" B 25 25 26 28 23 7.5 9'-1' A 7*4" A 22 23 25 26 175" C 26 26 28 29 11'-2" B 25 25 26 27 23 8 8'6" A 7* -0' A 22 23 25 26 11'-11" C 27 27 27 29 10'•10" B 26 26 26 27 23 8.5 8'-0" A 6'6' A 22 23 24 26 11'6" C 27 27 27 29 10'5" B 26 26 26 27 23 9T-6' 9 A V -61A A 23 23 24 26 11'-2" C 27 27 27 29 101•1' B 26 26 26 27 23 9.5 7'-2" A 6'-2" A 23 23 24 25 10'-10" C 27 27 27 28 9'-10" C 26 26 26 27 22 10-9" 3.6" A T-11" - A 23 23 24 25 10'6" C 27 27 27 28 9'6' C 27 27 27 27 B 11 6'-Y A 5'6' A 23 23 24 25 9'-10" C 28 28 28 28 91-0' C 27 27 27 27 C 12 5'6' A 5'-2" A 23 23 23 25 9'-0" C 28 28 28 28 8'-7' C 27 27 27 27 13 5'-Y A 4'-9" A 23 23 24 25 8'-10' C 28 28 28 28 8'-2- C 28 28 28 28 20 3 11'-10' A 8'-10" A 15 22 24 25 14'-10' B 18 25 26 28 13'4" 8 18 23 25 26 LIVE 3.5 10'-2' A T-11" A 16 22 23 24 1Y-8" B 19 24 26 27 173" B 18 23 24 26 25 4 8'-11" A T3' A 16 21 23 24 176" C 19 24 26 27 11'-5" B 18 23 24 25 25 4.5 7'-11" A 6'6" A 16 21 22 24 11'-10" C 19 24 25 26 10'6' C 19 22 24 25 24 5 T-1" A 6'-2" A 16 21 22 23 11'-1" C 20 23 25 26 10-1" C 19 22 23 25 24 5.5 6'-5" A 5'-9" A 16 20 22 23 10'6" C 20 23 25 26 916" C 19 22 23 24 24 651-11" 6 A 5'4" A 16 20 21 23 9'-11" C 20 23 24 26 9'-1" C 20 21 23 24 24 6.5 T-5" A 5'-0" A 17 20 21 22 9'-5" C 20 23 24 25 8'6" C 20 21 23 24 23 7 5'-1" A 4'6" A 17 20 21 22 91-0" C 21 22 24 25 8'-3" C 20 21 22 24 23 7.5 4'-9' A 4'4" A 17 19 21 22 8'-T" C 21 22 24 25 T-11" C 20 21 22 24 23 84'-5" 8 A 4'-1" A 17 19 20 22 8'3" C 21 22 23 25 T-7" C 20 21 22 23 23 8.5 4'-2" A Y-10' A 17 19 20 21 T-11' C 21 22 23 24 T4' C 21 21 22 23 23 9T-11" 9 A 3'-r A 17 19 20 22 T6" C 21 22 23 24 T-1" C 21 21 22 23 23 9.5 T-9" A 3'•S A 17 19 21 22 7'4" C 21 21 23 24 6'-10" C 21 21 22 23 22 10 3.6" A 3'-3" A 17 19 21 22 T-1" C 21 21 23 24 6'-7" C 21 21 22 23 B 11 3'-2" A 7-11' A 17 20 21 22 6'6" C 22 22 22 24 6'-3" C 21 21 21 23 C 12 7.11" A 76"A ' 17 20 22 23 6.3"C. B 22 22 22 23 T-11" C 21 21 22 23 13 2'6' A 76'A 4'-5" 17 20 22 23 T-10" C 22 22 22 23 5.7" C 22 - 22 22 23 90 MPH EXPOSURE B 30 3 8'-0' A T-7' A 15 22 23 24 13'-2" C 18 24 26 27 11'-10" C 17 23 24 25 3.5 3.5 6'-10" A 6'-9" A 15 21 22 24 17-0" C 18 24 25 27 10'-10" C 17 22 24 25 4 4 61-0" A 6'-2" B 15 21 22 23 11'-1" C 18 23 25 26 10'-1" C 18 22 23 25 4.5 4.5 5'4" A 5'6' B 15 20 22 23 10'4" C 19 23 24 26 7-5" C 18 22 23 24 5 5 4'-10" A 6-2" B 15 20 21 23 9'6" C 19 23 24 25 B'-10" C 18 21 23 24 5.5 - 5.5 4'4" A 4'-9" B 15 20 21 22 9'•1" C 19 22 24 25 8'4" C 19 21 23 24 6 6 4'-0" A 4'4' B 15 19 21 22 8'-7" C 19 22 24 25 T-11" C 19 21 22 24 6.5 6.5 3'6' A 4'-W B 15 19 20 22 B'-2' C 19 22 23 25 T -T C 19 21 22 23 7 7 3'S' A15 B 17 20 19 20 21 T-9' C 20 22 23 24 T3" C 19 21 22 23 7.5 7.5 3'-2" A 3'6' B 15 19 20 21 T-5" C 20 21 23 24 6'-11" C 19 20 22 23 8 8 31-W A 3'3' B 15 19 20 21 T-1' C 20 21 23 24 6'-8' C 19 20 22 23 8.5 8.5 7-10" A 3'-1" B 15 19 20 21 6'-10" D 20 21 22 24 6'-5" C 20 20 21 23 9 9 76" A 7-11" B 15 19 20 22 6'6" D 20 21 22 24 6'-2" C 20 20 21 23 9.5 9.5 76' A 7.9" B 15 19 21 22 6'-3" D 20 21 22 23 5'-11" C 20 20 21 22 90 MPH An MPH FXPr1Cl IRF r 40 3 6'-1" A 6'-2" B 30 3 8'-0" A T-7" A 16 23 25 26 13'-2" C 20 26 28 29 11'-10" C 19 25 26 28 40 3.5 VAG" A 6-9" A 17 23 24 26 12'-0" C 20 26 28 29 10'-10" C 20 24 26 27 4 V-0" A V-2" B 17 22 24 25 11'-1" C 21 25 27 28 10'-1" C 20 24 25 27 4.5 5'4" A 516' B 17 22 24 25 10'4" C 21 25 27 28 9'-5" C 20 24 25 27 5 4'-10" A 5-2" B 17 22 23 25 916" C 21 25 26 28 8'-10" C 21 23 25 26 5.5 4'4" A 4'-9' B 17 21 23 24 9'-1" C 21 24 26 27 8'4" C 21 23 25 26 6 4'-0" A 4'4' B 17 21 23 24 8'-r C 22 24 26 27 T-11" C 21 23 24 26 6.5 3'6' A 4'-0" B 17 21 22 24 8'-2" C 22 24 25 27 7'-T C 21 23 24 25 7 3'S" A 3'-9" B 17 20 22 23 T-9" C 22 24 25 27 7'-3" C 22 22 24 25 7.5 3'-2' A 3'6" B 17 20 22 23 T-5" C 22 23 25 26 6'-11" C 22 22 24 25 8 3'-0' A 3'3" B 17 20 22 23 7"-1" C 22 23 25 26 6.6" C 22 22 24 25 8.5 2'-10' A Y-1" B 17 21 22 23 6'-10" D 23 23 24 26 6'-5" C 22 22 23 25 9 76' A 7-11" B 17 21 22 24 6'" 6 D 23 23 1 24 1 26 6' -2" C 22 22 23 25 9.5 7" 6 A 7-9" B 17 21 22 24 6'3" D 23 23 24 25 5'-11" C 22 22 23 24 ICC ESR 1398 6/1/2010 Page 7 of 59 9U MPH hAPDSURE G 40 3 6'-1' A 6'-2" 8 15 23 24 25 11'-2" C 19 25 27 29 10'-1" C 18 24 26 27 3.5 5'-2" A 56' 8 16 22 24 25 10'-2" C 19 25 27 28 73" C 19 24 25 26 4 4'6' A 4'-11" 8 16 22 23 24 914" C 19 25 26 28 8'-7" C 19 23 25 26 4.5 4'-0' A 4'S" B 16 21 23 24 8'6" C 20 24 26 27 8'-0" C 19 23 24 26 5 T -T' A T-11" B 16 21 22 24 B'-1" C 20 24 25 27 T6' C 19 23 24 25 5.5 3'3" A 3.4"B 16 20 22 23 T-7" C 20 23 25 26 T-1" C 20 22 24 25 6 3'1" A 3'3" B 16 20 22 23 T-2" C 20 23 25 26 6'6" C 20 22 24 25 6.5 2'-9" A 3'-0" B 16 20 21 23 6'-9" D 21 23 24 26 6'4" C 20 22 23 25 7 7-7- A 7.10" B 16 20 21 23 6-5" D 21 23 24 26 6'1" C 20 22 23 24 7.5 7-5" A 2'-7" B 16 20 22 23 6'-1" D 21 22 24 25 5'-9" D 20 21 23 24 8 73' A 7.5' B 16 20 22 23 V-10" D 21 22 24 25 5'6" D 21 21 23 24 8.5 7-1" A 2'4' B 16 21 22 23 5'6" D 21 22 24 25 5'-3" D 21 21 23 24 9 1 2'-0" A 7-2' 1 B 1 18 1 21 1 22 1 24 11 5'4" D 1 21 1 22 1 23 1 25 11 5'-1" 1 D 21 21 22 24 90 MPH EXPOSURE B 40 3 6'-1" A 6'-2" B 14 21 22 23 11'-2" C 17 13 25 26 3.5 5'-2" A 5'6" B 14 20 22 23 10'-2* C 17 23 24 26 ' 4 V6' A 4%11" B 14 20 21 - 22 94' C 17 23 24 25 4.5 N -W A 4'-5" B 14 19 21 22 8'6" C 18 22 24 25 5 3'-7" A 3'-11" B 14 19 20 22 8'-1" C 18 22 23 25 r.�r 5.5 3'3" A 3'-T B 14 19 20 21 T-7' C 18 22 23 24 .f PUr 6 Y -v A 3'3" B 14 18 20 21 T-2' C 18 21 23 24 6.5 7-9" A Y-0" B 14 18 19 21 6'-9' D 18 21 22 24 7 7-7- A 7-10' B 14 18 20 21 6'S' D 18 21 22 23 4'A 1 39 M 7.5 75"A 7-7" B 14 18 20 21 6'-1' D 19 21 22 23 �} p 8 73' A 7-5" 8 14 19 20 21 5'-10" D 19 20 22 23 .. 8.5 7.1' A 74" B 14 19 20 21 516' D 19 20 22 23 9 2'-0" A 2'-2' R 14 19 20 22 5'4" D 19 20 21 23 L f ICC ESR 1398 6/1/2010 Page 7 of 59 LATTICE COVER 2.0 POST SPACINGS FOR 0.042"x3"x8" Box Beam Detail 1-1 Double 0.042"x3"x8" Detail L12 Double 0.040"x2"x6.625' Detail L12 0.042"x3'x8" Box Beam Detail Lt TABLE 2.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 2.1 Attached Freestanding or Structure Multis an Units Structure Multis an Units Structure Multis n Units Structure Multis an Units GROUND TRIBLOPN MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POSTLENGTH GROUND TRIG MAX POST MAX MAX POST LENGTH SNOW WIDTHOST REDID POST MIN FOOTER 8' I 10' 1 17 POST MIN FOOTER 8' I 10' I 17 POST MIN FOOTER 8' I IV I 17 SNOW WIDTH POST REO POST MIN FOOTER 8' I 10' I 17 LOAD (FT)ACING FOR SPACINGPOST SIZE CONSTRAINED. FOOTER SPACING POST SU:E CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOOTS LOAD (FT) SPACING FOR SPACIN POS SIZE CONSTRAINED FOOTS (PSF) SLAB SLAB (FT) TYPE 'd' 'd' 'd" 'd' (FT) TYPE -Cr 'd' "d" 'd' (FT) TYPE 'Cr -Cr 'Cr 'Cr (PSF) ON SLAB SLAB (FT) TYPE -Cr "Cr *Cr 'd• FT n In In n in n in nJ. in in in (in) (FT) AM I Ii.1n 90 MPH EXPOSURE C 20 3 11'-10" A V-10" A 17 24 26 27 14'-10" B 21 27 29 30 13'4' B 20 25 27 28 LIVE 3.5 10'-2' A r-11" A 18 24 25 27 13'6' B 21 27 28 30 171" B 20 25 27 28 4 4 8'-11" A T-3" A 18 23 25 26 176' C 22 26 28 29 1115" B 21 25 26 28 4.5 4.5 7%11" A 6'6" A 18 23 24 26 11'-10" C 22 26 27 29 101-W c 21 24 26 27 5 5 7'-1" A V-2" A 18 22 24 25 11'-1" C 22 25 27 28 10'-1" C 21 24 25 27 5.5 5.5 T-5" A 5'-9" A 18 22 24 25 10'6" C 22 25 27 28 916" c 22 24 25 27 6 - 6 5'-11" A 5'4" A 19 22 23 25 9'-11" C 23 25 26 28 9'-1" C 22 23 25 26 6.5 6.5 5'-5" A 5'-0" A 19 22 23 24 9'-5" C 23 25 26 28 816" C 22 23 25 26 7 7 5'-1" A 4'6" A 19 21 23 24 91-0" C 23 24 26 27 8'-3" C 23 23 25 26 7.5 7.5 4'-9" A 4'4" A 19 21 23 24 8'-7" C 23 24 26 27 7'-11' C 23 23 24 26 8 8 4'-5" A 4'-1" A 19 21 22 24 8'-3" C 24 24 25 27 T-7' C 23 23 24 25 8.5 8.5 4'-2" A T-10" A 19 21 22 23 71-11" C 24 24 25 27 7'4" C 23 23 24 25 9 9 T-11" A T-7" A 19 21 22 24 7'6" C 24 24 25 26 T-1" C 23 23 24 25 9.5 9.5 T-9" A T-5" A 19 21 22 24 7'4" C 24 24 25 26 V-10" C 23 23 24 25 10 3'6"A 3'-3" A 19 21 23 24 7'-1" C 24 24 25 26 6'-7" C 24 24 24 25 11 3'-2" A 2'-11' A 19 22 23 24 6'6" C 24 24 24 26 6'-3" C 24 24 24 1 25 an Mpw FYp(1CIIRF R 25 3 9'-7" A 8'6" A 15 22 24 25 14.6' C 18 25 26 28 13'-0' C 18 23 25 26 14'6" 3.5 8'-2" A T6" A 16 22 23 24 13'4- C 19 24 26 27 11'-11' C 18 23 24 26 25 4 T-2" A 7"-0" A 16 21 23 24 174" C 19 24 25 27 11'-1' C 18 22 24 25 18 4.5 6'4" A V-5" B 16 21 22 23 11'6" C 19 24 25 26 10'-5' C 19 22 24 25 6-2" 5 5'-9" A V-11" B 16 21 22 23 10'-9" C 20 23 25 26 9'-10' C 19 22 23 25 4'-1" 5.5 .5'-2" A 5'6" B 16 20 22 23 10'-2" C 20 23 24 26 9'-3' C 19 22 23 24 6 - 4'-9" A 5'-2" B 16 20 21 23 916" C 20 23 24 25 8'-10' C 19 21 23 24 r6" 6.5 4'-5" A 4'-9" B 16 20 21 22 9'-2" C 20 22 24 25 8'-5" C 20 21 23 24 22 7 4'-1" A 4'-5" B 16 19 21 22 8'-9" C 20 22 24 25 8'-0" C 20 21 22 24 7.5 T-10' A 4'-2" B 16 19 21 22 8'4" C 21 22 23 25 7'6" C 20 21 22 23 8 3'-7" A Y-11" B 16 19 20 22 8'-0" c 21 22 23 24 T-5" C 20 21 22 23 8.5 3'4" A 3'6" B 16 19 20 21 7'6" C 21 22 23 24 T-2" C 20 20 22 23 9 T-2" A 3'-5" B 16 19 20 22 T-5" C 21 21 23 24 6'-11" c 20 20 22 23 9.5 T -T A 3'-3" B 16 19 21 22 7'-1" C 21 21 23 24 6'6" C 21 21 22 23 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A RAFTER FROM TABLES 1.1 TO 1.8 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 2.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. Double 0.042'x3'x8" Detail L12 Double 0.040"x2"x6.625" Detail L12 Attached Freestanding or Attached Freestanding or SWdure Multis an Units Structure MuIGs an Units MAX MAX POST LENGTH MAX MAX POST LENGTH POST MIN FOOTER 8' I 10' I 17 POST MIN FOOTER 8' I 10' I 12' SPACINGPOST SIZE CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOOTS (FT) TYPE "d' 'd 'd• "d- (FT) TYP 'd' 'd" 'd" 'd• (in) In n n n n in in 60 9U MVH GAYUJUHt U 4'-5" B 14 21 23 24 8'-9" C 25 3 9'-7" A 8'6" A 17 24 26 27 14'6" 3.5 3'6" 3.5 8'-2" A 7'6" A 17 24 25 26 13'4' 24 25 4 T-2" A T-0" A 18 23 25 26 12'4' A 3'4' 4.5 6'4" A 6'-5" B 18 23 24 26 11'6' 26 6'-9" 5 5'-9" A 6-11" B 18 22 24 25 10'-9' B 14 5.5 5'-2" A 5'6" B 18 22 24 25 10'-2" c 18 6 4'-9" A 6-2" B 18 22 23 25 9'6" 19 21 6.5 4'-5" A 4'-9" B 18 21 23 24 9'-2" 21 23 7 4'-1" A 4'-5" B 18 21 23 24 8'-9" 22 5'-9' 7.5 X-10" A 4'-2" B 18 21 22 24 8'4" 24 8 3'-T" A T-11" B 18 21 22 23 8'-0" D 19 8.5 3'4" A 3'6" B 18 21 22 23 r6" 675 1'-10' 9 T-2" A 3'-5" B 18 21 22 24 T-5" 22 23 9.5 T -V' A T-3" B 18 21 22 24 T-1" A 1'-11" 10 7.10" A T-1" B 18 21 23 24 6'-10' 24 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A RAFTER FROM TABLES 1.1 TO 1.8 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 2.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. Double 0.042'x3'x8" Detail L12 Double 0.040"x2"x6.625" Detail L12 Attached Freestanding or Attached Freestanding or SWdure Multis an Units Structure MuIGs an Units MAX MAX POST LENGTH MAX MAX POST LENGTH POST MIN FOOTER 8' I 10' I 17 POST MIN FOOTER 8' I 10' I 12' SPACINGPOST SIZE CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOOTS (FT) TYPE "d' 'd 'd• "d- (FT) TYP 'd' 'd" 'd" 'd• (in) In n n n n in in 60 3 4'-1' A 4'-5" B 14 21 23 24 8'-9" C 17 24 26 27 8'-0" C 17 23 24 26 10' 3.5 3'6" A T-10" B 14 21 22 23 T-11" C 18 24 25 27 T4" C 17 22 24 25 6.5' 4 3'-W A 3'4' B 14 20 22 23 T-2" C 18 23 25 26 6'-9" C 17 22 24 25 6.5' 4.5 2'6' A 7-11" B 14 20 21 22 6'-7" D 18 23 24 26 6'-3" c 18 22 23 25 22 5 2'-5' A 76" B 14 19 21 22 6'-2" D 18 22 24 25 5'-10" D 18 21 23 24. 26 5.5 2'-2" A 7-5" B 14 19 21 22 5'-9' D 18 22 24 25 5'-5" D 18 21 23 24 6 2'-V A 2'-2" B 14 19 21 22 5'4" D 19 22 23 25 5'-1' D 18 21 22 24 675 1'-10' A 7-0" B 14 20 21 22 5'-0" D 19 22 23 24 4'-10" D 18 21 22 24 1'-9" A 1'-11" B 14 20 21 23 4'-9" D 19 21 23 24 4'-7' D 19 21 22 23 OVER- 27 29 30 TABLE 2.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES C 20 25 HANG 28 I 1 21 26 PROJECTION OF SINGLE SPAN STUCTUREB 30 11'-11" C 20 25 FT 8' 9' 10' 11' 17 is 14' 16 16' 1T IV 19' 20' 21' 27 V 4- 4.5' 5' 5.5' F 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 105 11' 1' 4.5' 5' 6.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 115' 2' 6 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 115 17 3' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 105 11' 11.5' 17 12S 4' 6' 6.5' 7' 7.5' 8' 85 9' 9.5' 10' 105 11' 11.5' 17 125 13' C 20 c C C C c C C C c 27 29 30 13'-0" C 20 25 27 28 I 1 21 26 28 30 11'-11" C 20 25 26 28 TABLE 2.3 Post Requirements 21 26 28 29 11'-1' C 21 24 26 27 for Attached Structures 22 26 27 29 10'-5" C 21 24 26 27 Post Description Max POST 22 25 27 28 9'-10" C 21 24 25 27 H t 22 25 27 28 9'-3" C 22 24 25 26 Twin 0.062"x1.5"x1.5" Scroll 9' A 0.042"x3"%8' Aluminum Post 11' B 23 25 26 28 8'-10' C 22 23 25 26 0.024"Post with Side lates 12' B 23 24 26 27 8'-5" C 22 23 25 26 Clover 0.030"x3"x3" Alum 11' B 23 24 26 27 V-0" C 22 23 24 26 Clover 0.040"xWx3" Alum 12' B 23 24 26 27 76" C 22 23 24 26 11' 11.5' 12' 12.5' 13' 13.5' TABLE 2.4 Post Requirements for FreestandingStructures Post Description um Max Height POST 0.041 "x3"x3" Steel Clover 23" 12' D 0.041 "x3"x3" Steel Clover 23" Fd= 8' E 3/16"x3"x3" Steel S uare 32" 15' F 3/16"x4"x4" Steel S uare 38" 18' G 5/16"x4"x4" Steel S uare 42" 18' H C 23 24 25 27 T-5" C 23 23 24 25 Colonial 0.062" Extruded 12' C C 23 24 25 26 T-2" C 23 23 24 25 0.041 "x3"x3" Steel Clover 12' D C 24 24 25 26 6'-11" C 23 23 24 25 0.041 "x3"x3" Steel Clover 8' E C 24 24 25 26 6'6" C 23 23 24 25 3/16"x3"x3" Steel Square 15' F D 24 24 25 26 6'-S C 23 23 23 25 3/16"x4"x4" Steel Square 18' G 5/16"x4"x4" Steel Square 1 18-1 H 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 5208 Tennyson Parkway 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Plano, Texas 75024 10. USE THE APPROPRIATE DETAILS 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET M5 Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.1 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carloutnam(Dcomcast.net SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1398 6/1/2010 Page 8 of 59 I I SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1398 6/1/2010 Page 8 of 59 I I LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND 10 3 275" 12 Ga 3"x8" Steel C Beam Detail 1-18 16 Ga 3"x8" Steel C B 22 TABLE 2.5 31 Attached Freestanding or B Attached 27 30 31 LIVE Structure Multis an Units A Structure GROUND TRIS MAX POST MAX 25'4' B MAX POST LENGTH MAX 30 26 SNOW WIDTH POST REO'D POST MIN FOOTER 8' I 17 I 18' POST 30'-0' TTYPEd LOAD (FT) I SPACING FOR SPACIN POST SIZE CONSTRAINED FOOTS SPACING 30'-0' C (PSF) 28 ON SLAB SLAB (FT) TYPE 'd' 'd' I 'd' I 'd" (FT) 31 im Detail L18],n Double 12 Ga 3"x8" Steel C Detail L8 12 Ga 3"x8" Steel C Beam Detail L18 'eestanding oAttached Freestanding or TABLE 2.5 Attached Freestanding or ultis an Units Structure Multis an Units Structure Mullis an Units MAX POST LENMAX MAX POST LENGTH GROUND TRIB MAX POST MAX MAX POST LENGTH 8' I 17 I POST MIN FOOTER 8' I 17 I 18' SNOW WIDTH POST REO' POST MIN FOOTER 8' I 12' I 18' )NSTRAINED FSPACING POS SIZE CONSTRAINED FOOTS LOAD (FT) SPACING FOR SPACIN POS SIZE CONSTRAINED FOOTS 'd' 'd' (FT) TYPE 'd" 'd' -d' -d- (PSF) ON SLAB SLAB (FT) TVP -d- -d' -d- -d- 0 d" Qn) in n in n n n n On) (in) 90 MPH EXPOSURE B 10 3 275" A 30'-0" B 22 28 31 31 2T-10' B 21 27 30 31 LIVE 3.5 19'5" A 30'-0" C 23 28 31 26 25'4' B 21 27 30 26 28 4 1T-0" A 30'1' C 24 28 31 30'-0' 23'4" C 22 26 29 30'-0" 0 4.5 15'-1" A 30'-0' C 25 28 31 31 21'-8" C 22 26 29 31 35 5 13'-7- A 30'-0" C 26 28 31 31 20'3" C 22 25 28 32 32 5.5 174" A 29'-9" D 26 28 31 Mr -O" 19'-0" C 23 25 28 w -o E 6 11'4' A 28'-11" 0 27 28 31 35 1T-11" C 23 25 28 174" A 6.5 10'5" A 28'-2" 0 27 27 30 26 1T-0" C 23 24 27 30 31 7 9S' A 2T-1" 0 28 28 30 30 16-r C 23 24 27 26 27 7.5 9-1' A 26'-0" 0 28 28 30 31 165' C 23 24 27 31 31 8 V-6" A 25-1" 0 28 28 30 30'1' 14'-9' C 24 24 26 31 7 8.5 8'-0' A 24'-2" 0 28 28 29 16'-2' 14'-1' C 24 24 26 30'-0" D 9 TS' A 23'-5" 0 29 29 29 24'-10" 13'-7- C 24 24 26 15'-5" C 9.5 T-2" A 27-0" D 29 29 29 34 13'-1' C 24 24 26 24'3" D 10 6'-9' A 27-0" D 29 29 29 29 17-7' C 24 24 25 34 35 11 6'-2' A 20'-9" D 29 29 29 32 11'-r C 24 24 25 29 27 12S$' D A 19'-8' 0 30 30 30 T-0" 10'-r C 24 24 25 33 30 13 S-2" A 18'-8' 0 30 30 30 36 9'-10" C 24 24 24 T-2" A 90 MPH EXPOSURE C 33 33 30 13'-1" C 28 28 28 26 30'-0" D 36 30'-0" 8 22 28 31 B 30'-0" C 23 28 31 B 30-0" C 24 28 31 8 30'-0' C 25 28 31 3.5 3a'-0' C 26 28 31 31 3a'-0' D 26 28 31 30 30'-0' 0 27 28 31 3134 30'-0' 0 28 28 31 A 30'-0" 0 29 29 31 34 30-0" 0 29 29 31 30 30'-0" 0 30 30 31 35 30'-0" 0 30 30 31 C 30'-0" 0 31 31 31 C 30'-0' 0 32 32 32 C 30'-0" 0 32 32 32 5 Mr -O" E 33 33 33 30 w -o E 34 34 34 28 30'-0- E 35 35 35 31 34 35 31 5.5 174" A 10 3 275" A 30'-0' B 25 31 34 34 2T-5' B 24 30 34 31 30-0' 8 25 31 34 35 LIVE 3.5 19'5" A 30'-0' C 26 31 34 34 25'4' 8 25 30 33 31 30'-0' C 26 3134 31 35 31 4 1T-0" A 30'-0' C 27 31 34 34 274' C 25 29 32 30 30-0" C 27 3134 31 35 31 4.5 15'-1" A 29'-5" C 28 31 34 33 21'-8' C 25 29 32 30 30'-0" C 28 3134 31 35 31 5 13'-7" A 28'5" C 29 30 34 33 20'3' C 26 28 31 29 30'-0' C 29 31 34 35 31 5.5 174" A 2T5" C 29 30 34 32 19'-0' C 26 28 31 29 30'-0" D 30 31 34 35 31 6 11'4' A 26'-9" C 30 30 33 32 1T-11" C 26 27 31 28 30'-0" D 31 31 34 35 31 6.5 10'-5' A 26'-0" 0 31 31 33 32 1T-0' C 27 27 30 28 30'1' D 32 32 34 35 31 7 91-8" A 25'4" D 31 31 33 31 16'-2' C 27 27 30 28 30'-0" D 33 33 34 35 31 7.5 9'-1" A 24'-10" D 32 32 33 31 15'-5" C 27 27 30 27 30'-0" D 34 34 34 35 3135 8 1S" A 24'3" D 32 32 33 31 14'-9" C 27 27 29 27 30'4" D 34 34 34 35 31 8.5 8'-0" A 23'-9' 0 32 32 32 31 14'-1" C 27 27 29 27 30'4" D 35 35 35 35 30 9 T-0" A 23'4' 0 33 33 33 30 13'-7" C 27 27 29 27 30'-0' D 36 36 36 35 30 9.5 T-2" A 22'41' D 33 33 33 30 13'-1" C 28 28 28 26 30'-0" D 36 36 36 35 31 10 V-9" A 27-0' D 33 33 33 30 17-7" C 28 28 28 26 30'-0' D 37 37 37 35 11 V-2" A 20'-9' 0 34 34 34 30 11'-7* C 28 28 28 26 NY -W E 38 38 38 35 12 5'-8" A 19'-0" 0 34 34 34 291 10'-7' C 28 28 28 25 30'-0' E 39 39 39 13 S-2' A 18'5" D 35 35 35 29 11 9'-10' C 28 28 28 26 30'-0' E 40 40 40 34 20 3 11'-10" A 28'-11" 0 21 28 31 34 18'-6" C 18 25 28 31 30'-0' D 22 28 31 35 LIVE 3.5 10'-2" A 2T5" D 22 27 30 34 16'5" C 19 24 27 31 30'-0" D 23 28 31 35 31 4 8'-11' A 25'-9" D 23 27 30 34 15'3" C 19 24 27 30 30'-0" D 24 28 31 35 31 4.5 T-11' A 24'-1" D 23 26 29 33 14'-0' C 19 23 26 30 30-0" D 25 28 31 35 31 5 T-1" A 27.7" D 23 26 29 33 13'-0" C 19 23 26 29 30-0" D 26 28 31 35 31 5.5 6'-5" A 21'4" D 24 26 29 32 17-1" C 19 23 25 29 30'-0" D 26 28 31 35 31 6 5'-11" A 2173" D 24 25 28 32 11'-1" C 20 22 25 28 30'-0" E 27 28 31 35 31 6.5 5'S" A 19.3' D 24 25 28 32 10'3" C 20 22 24 28 30'-0" E 28 28 31 35 31 7 5'-1" A 18'4" D 24 25 28 31 9'S" C 20 21 24 28 W-0" E 29 29 31 35 31 7.5 4'-9' A 1T-7" D 24 25 27 31 8'-11" C 20 21 24 27 30'-0" E 29 29 31 35 3135 8 4'S" A 15-11" D 25 25 27 31 8'4' C 20 21 23 27 301-0' E 30 30 31 35 31 8.5 4'-2' A 18.3" D 25 25 27 31 T-10' C 20 21 23 27 301-0" E 30 30 31 35 30 9 Y-11' A 15'-r D 25 25 27 30 T-5' C 20 20 23 27 30-0' E 31 31 31 35 30 9.5 Y-9' A 15'-1" D 25 25 27 30 T-1' C 20 20 23 26 301-0" E 32 32 32 35 31 10 T-6" A 14'-r D 25 25 26 30 V -w C 20 20 22 26 301-0" E 32 32 32 35 11 T-2" A 13'-9" D 26 26 26 30 U-1" C 20 20 22 26 29'-9" E 33 33 33 35 12 7-11" A 17-11" D 26 26 26 291 C 20 20 22 25 28'-11" F 34 34 3434 13 741" A 173" D 26 26 26 29 11 S-2" C 20 20 22 26 28'-2" F 34 34 34 34 ICC ESR 1398 6/1/2010 16 Ga 3"x8" Steel C Beam Detail L18 Double 12 Ga 3"x8" Steel C Detail 1-8 Attached Freestanding or Attached Freestanding or Structure Multis an Units Structure Mullis an Units MAX MAX POST LENGTH MAX MAX POST LENGTH POST MIN FOOTER 8' I 17 I 18' POST MIN FOOTER 8' I 17 I 18' SPACINGPOST Sim CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOOTS (FT) TYPE 'd" 'd' 'd' -d- (FT) TYPE"d" "d• "d• -d- n in in n in In n n 90 MPH EXPOSURE B 30 3 81-0" A 25'-2" 0 20 27 30 33 15'-11" C 17 24 27 30 30'-0" D 22 28 31 35 6'-10" 3.5 V-10" A 23'-11" D 21 26 29 33 14.4" C 18 23 26 30 301-0" D 23 28 31 35 6'-0" 4 6'-0" A 27-r D 22 26 29 33 13'-0" C 18 23 26 29 30'-0" E 24 28 31 35 5'4" 4.5 5'4" A 21'-1" D 22 26 29 32 11'-10" C 18 23 25 29 301-0" E 25 28 31 35 4'-10' 5 4'-10" A 19'-9' 0 22 25 28 32 10'A' C 18 22 25 28 30'4' E 26 28 31 35 4'4' 5.5 4'4' A 18'-r D 23 25 28 31 9'-9' C 18 22 24 28 30'-0' E 26 28 31 35 4'40' 6 4'-W A 17* -7" D 23 25 27 31 8'-11" C 18 21 24 27 30'-0" E 27 28 31 35 3'-8' 6.5 T -W A 16'-9" D 23 24 27 31 8'-3" C 18 21 23 27 30'-0" E 28 28 31 35 T-5' 7 3'-5" A 15'-11" D 23 24 27 307'a' 21 C 18 21 23 27 30'-0" E 29 29 31 35 T-2" 7.5 3'-2' A 15'-3" D 23 24 27 30 7'-2" C 18 20 23 26 295" E 29 29 3135 8 3'4" 8 314' A 14'-r E 24 24 26 30 6'-9" C 18 20 22 26 28'-10" E 30 30 31 34 2'-10" 8.5 T-10" A 14'-1" E 24 24 26 30 14" C 18 20 22 26 28'3" F 30 30 30 34 2'-8' 9 2'$ A 1T-6" E 24 24 26 29 6'-0" C 18 20 22 26 2T-9" F 30 30 30 34 1 2'S' 9.5 2'S" A 13'-0" E 24 24 26 29 5.5' C 18 19 22 25 2T-3" F 31 31 31 34 90 MPH EXPOSURE C 30 3 81-0" A 25'-2' D 23 30 33 37 15'-11" C 20 27 30 34 30'-0" D 25 3134 38 3.5 6'-10" A 23'-11' D 24 29 33 37 14'4" C 20 26 29 33 30-0' D 26 31 34 38 4 6'-0" A 27-r D 25 29 32 36 13'-0" C 21 25 28 32 30-0" E 27 31 34 38 4.5 5'4" A 21'-1' D 25 28 32 36 11'-10" C 21 25 28 32 30-0" E 28 31 34 38 5 4'-10' A 19'-9" D 26 28 3135 10'-8" C 21 24 27 31 30'-0" E 29 31 34 38 5.5 4'4' A 18'-r D 26 28 31 35 9'-9" C 21 24 27 31 30'-0" E 30 31 34 38 6 4'40' A 1T -r D 26 27 30 34 8'-11' C 2123 26 30 30'-0" E 31 31 34 38 6.5 3'-8' A 16'-9" D 26 27 30 34 8'-3" C 2123 26 30 30'-0" E 32 32 34 38 7 T-5' A 15'-11" D 27 27 30 34 T-8' C 21 23 26 30 30'-0" E 33 33 34 38 7.5 T-2" A 15'-3" D 27 27 29 33 T-2" C 21 22 25 29 295" E 33 33 34 38 8 3'4" A 14'-r E 27 27 29 33 6'-9" C 21 22 25 29 28'-10" E 34 34 34 38 8.5 2'-10" A 14'-1" E 27 27 29 33 6.4" C 21 22 25 29 28'-3" F 34 34 34 38 9 2'-8' A 13'5" E 27 27 29 33 6'-0" C 21 22 24 28 2T-9" F 35 35 35 38 9.5 1 2'S' 1 A 1 13'-0" 1 E 1 28 1 28 1 28 1 32 5'S" 1 C 1 21 1 21 1 24 1 28 11 2T-3" F 1 35 35 35 38 90 MPH EXPOSURE C Page 9 of 59 June 24. 20 10 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREA: 12 Ga 3"x8' Steel C Beam Detail L18 16 Ga 3"x8" Steel C Beam Detail L18 Double 12 Ga 3'x8' Steel C Detail L8 12 Ga 3'x8" Steel C Beam Detail L18 16 Ga 3'x8" Steel C Beam Detail L18 Double 12 Ga 3"x8' Steel C Detail LB TABLE 2.5 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 2.5 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multis an Units Structure Multis an Units Structure Multis an Units Structure Multispan Units Structure Multis an Units GROUND I TRIG MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIS MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REOD POST MIN FOOTER 8' I 17 I 15 POST MIN FOOTER 8' I 17 I 15 POST MIN FOOTER 8' I 17 I 18' SNOW WIDTH POST REO POST MIN FOOTER 8' I 17 I IF POST MIN FOOTER V I 17 I 15 POST MIN FOOTER 8' I 1T I 15 LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOOTS LOAD (FT) SPACING FOR SPACIN POS SIZE CONSTRAINED FOOTE SPACING POST SIZE CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOOTE (PSF) ON SLAB SLAB (FT) TYPE "d "d" "d" 'd (FT) TYPE "d" "d -d" "d (FT) TYPE 'd" "d" "d" "d" (PSF) ON SLAB SLAB (FT) TYP "d" "d "d" "d" (FT) TYPE "d" "d' 'd' "d- (Fr) TYP 'd' 'd" "d' 'd' (FT) On) On) On) On) On) On) I On) I On) On) On) I On) I (in) (FT) On) On) I (in) I fin) On) On) I (In) I On) MI I (Int I (in) I On) 90 MPH EXPOSURE C 20 3 11'-10' A 28'-11" D 24 31 34 38 18'8" C 21 28 31 35 301-0' D 25 3134 35 38 LIVE 3.5 10'-2' A 2T8' D 25 30 34 38 16'8' C 21 27 30 34 Xr-o" D 26 31 34 38 4 4 B'-11' A 25-9' D 26 30 33 37 163- C 22 26 29 33 30'-0" D 27 31 34 38 4.5 4.5 T-11" A 24'-1" D 26 29 33 37 14'-0" C 22 26 29 33 - 35-0" D 28 31 34 38 5 5 T•1" A 27-T D 27 29 32 36 13'-0" C 22 25 28 32 35-0" D 29 31 34 38 5.5 5.5 V-5" A 21'4' D 27 28 32 36 17.1" C 22 25 28 32 W -W D 30 31 34 38 6 6 5-11' A 253' D 27 28 31 35 11'-1" C 22 25 28 32 3V -W E 31 31 34 38 6.5 6.5 5'-5' A 15-3' D 28 28 31 35 10'3" C 22 24 27 31 3V -W E 32 32 34 38 7 7 5-1' A 15-0' D 28 28 31 35 58' C 22 24 27 31 3V -V E 33 33 34 38 7.5 7.5 4'-9' A 1T -T 0 28 28 30 34 8'-11" C 22 23 26 30 35-0' E 34 34 34 38 8 8 4'-5' A 16'-11" D 28 28 30 34 8'4' C 22 23 26 30 W -V E 34 34 34 38 8.5 8.5 4'-2" A 16'-3' D 29 29 30 34 T-10' C 22 23 26 30 W -o" E 35 35 35 38 9 9 3'-11' A 15'-8- 0 29 29 30 34 T -S" C 22 23 25 29 W -W E 36 36 36 38 9.5 9.5 3'-9' A 15-1' D 29 29 29 33 T-1' C 23 23 25 29 W-0' E 36 36 36 38 GENERAL 10 3'8' A 14'-7' D 29 29 29 33 6'8' C 23 23 25 29 W -W E 37 37 37 38 11 3'-2' A 13'-9- 0 29 29 29 33 6'-1' C 23 23 24 29 25-9" E 1 38 38 38 38 90 MPH EXPOSURE B 25 3 5-7- A 26'-9" 0 21 27 30 34 1T-11" C 18 25 28 31 W-0" D 22 28 31 35 38 3.5 8'-2" A 25'5' 0 21 27 30 33 16'-2" C 18 24 27 30 35-0' D 23 28 31 35 38 4 T-2" A 24'-4' 0 22 26 29 33 14'-9' C 19 24 26 30 30'-0" D 24 28 31 35 38 4.5 64' A 235' 0 23 26 29 33 13'-7" C 19 23 26 29 W-0" D 25 28 31 35 38 5 5'-9" A 22'-T D 23 26 29 32 17.7" C 19 23 25 29 30'-0" E 26 28 31 35 38 5.5 5'-2" A 20'-9' D 23 26 28 32 11'-7" C 19 22 25 29 30'-0" E 26 28 31 35 38 6 4'-5' A 19'8" 0 24 25 28 32 10'-7' C 19 22 25 28 30'-0' E 27 28 31 35 38 6.5 4'-5" A 181-8" D 24 25 28 31 9'-10" C 19 22 24 28 30'-0" E 28 28 31 35 38 7 4'-1" A 1T-10" D 24 25 27 31 9'-1" C 19 21 24 27 30'-0" E 29 29 31 35 38 7.5 T-10' A 1T-1" D 24 24 27 31 F_F. C 19 21 24 27 30'-0" E 29 29 31 35 38 8 3'-T' A 16'-5" D 24 24 27 31 8'1" C 19 21 23 27 30'-0" E 30 30 31 35 38 8.5 3'4" A 15'-9" D 25 25 27 30 T8" C 19 20 23 27 30'-0" E 30 30 31 35 38 9 Y-2" A 15'-2" D 25 25 27 30 T-1" C 19 20 23 26 29'8" E 31 31 31 35 38 9.5 3'-0" A 14'8" E 25 25 26 30 F-9" C 19 20 23 26 28'-11" E 31 31 31 34 90 MPH EXPOSURE C 25 3 5-7"' A 26'-9" D 24 30 33 38 17'-11" C 21 27 31 35 30'-0" D 25 31 34 38 B 3.5 F-2" A 25'-5" D 25 30 33 37 16-2' C 21 27 30 34 35-0" D 26 3134 28 38 35 4 T-2" A 24'4" D 25 29 33 37 14'•9" C 22 26 29 33 30'-0" D 27 31 34 38 35 4.5 6'4" A 23'-5' D 26 29 32 36 13'-T C 22 26 29 33 30'-0" D 28 31 34 38 34 5 5'-9" A 27-0" D 26 29 32 36 17-7" C 22 25 28 32 30'-0" E 29 31 34 38 34 5.5 F-2" A 25.9" D 27 28 31 36 11'-7" C 22 25 28 32 W -o" E 30 31 34 38 34 6 4'-9" A 158" D 27 28 31 35 10'-T C 22 24 27 31 35-0" E 31 31 34 38 34 6.5 4'-5" A 18'8" D 27 28 31 35 5-10" C 22 24 27 31 35-0" E 32 32 34 38 33 7 4'-1" A 1T-10" D 28 28 30 34 5.1" C 22 24 26 30 W -o" E 33 33 34 38 33 7.5 Y-10" A 1T-1" D 28 28 30 34 8'8" C 22 23 26 30 35-0" E 34 34 34 38 33 8 3'-7" A 16-5" D 28 28 30 34 6.0" C 22 23 26 30 35-0" E 34 34 34 38 33 8.5 3'4" A 15'-9" D 28 28 30 34 T8" C 22 23 25 29 35-0" E 35 35 35 38 33 9 T-2" A 15'-2" D 29 29 29 33 T-1" C 22 22 25 29 298' E 36 36 36 38 33 9.5 3'-0" A 14'8" E 29 29 29 33 T-9" C 22 22 25 29 28'-11" E 36 36 36 38 10 7-10" A 14'•2" E 29 29 29 33 V-5" C 22 22 25 29 28'-5' F 36 36 36 38 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A RAFTER FROM TABLES 1.1 TO 1.8 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. S. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 2.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. ICC ESR 1398 6/1/2010 90 MPH EXPOSURE B 60 3 4'-1" A - 1T-10" 0 18 25 27 31 5-1" C 14 21 24 27 35-0' E 22 28 31 35 3'8' 3.5 T-61 A 16'-2' D 18 24 27 30 T-10" C 15 21 23 27 35-0" E 23 28 31 35 T -o" 4 T-0" A 14'-10' E 19 24 26 30 F-10' C 15 20 23 26 28'-10' E 23 28 31 34 78" 4.5 78" A 13'8' E 19 23 26 30 F-1" C 15 20 22 26 2T•9" F 24 27 30 34 2'-5" 5 7-5" A 17-9" E 19 23 26 29 68" C 15 19 22 25 26'-9" F 25 27 30 34 7.2" 5.5 7-2" A 11'-11" E 19 23 25 29 F-cr C 15 19 21 25 25'-11' G 25 27 30 34 7-0" 6 Z -V A 11'-3" E 20 22 25 28 4'-7' C 15 19 21 25 25'-2' G 26 27 30 33 1'-10" 6.5 1'-10" A 101-W E 20 22 25 28 4'-3' C 15 18 21 25 248' G 26 27 30 33 V-9" 7 1'•9" A 10'•1" E 20 22 24 28 3'-11" C 15 18 20 24 23'-11" G 27 27 29 33 7.5 1'•T A 9'•T E 20 22 24 28 3'8' C 15 18 20 24 23'-5" G 27 27 29 33 8 1'8" A 9'-7 E 20 21 24 27 3'-5' C 15 18 20 24 27-11" G 27 27 29 33 8.5 1'-5" A Fm9' E 20 21 24 27 3'-3' C 15 18 20 24 27-5" G 28 28 29 33 Qn MGH FYGnCI1RF r: 60 3 4'-1" A 1T-10" 0 21 27 30 34 5-1" C 17 24 26 30 30'-0" E 25 31 34 38 5' 3.5 3'8' A 16-2' D 21 27 30 34 T-10" C 17 23 26 30 35-0" E 26 31 34 38 6' 4 T -o" A 14'-10" E 22 26 29 33 6'-10' C 17 22 25 29 28'-10" E 27 31 34 38 T 4.5 78" A 13'-8" E 22 26 29 33 F-1' C 17 22 24 29 2T-9" F 28 30 34 38 5 2'-5" A 17.9" E 22 25 28 32 518' C 17 21 24 28 26'-S" F 28 30 33 38 5.5 7.2" A 11'-11" E 22 25 28 32 51-0' C 17 21 24 28 25'-11" G 29 30 33 37 6 7-0" A 11'-3' E 23 25 28 32 4'-T C 17 21 23 27 25'-7' G 29 30 33 37 6.5 1'-10" A 15-8"E 23 24 27 31 4'-3" C 17 20 23 27 24'8" G 30 30 33 37 7 V-9" A 15.1" E 23 24 27 31 3'-11' C 17 20 23 27 23'-11' G 31 31 33 37 OVER- HANG Post Description Maximum Footing Max Height TABLE 2.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES 0.041"x3"x3" Steel Clover d = 23" 12' FT 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 0' 4' 4.5' 5' 5.5' V 6.5' T 7.5' 8' 8.5' S 9.5' 10' 10.6 11' 1' 4.5' 5' 5.5' 6 6.5' T 7.5' 8' 8.5' S 9.5' 10' 10.5' 11' 11.5' 2' 5 5.5' 6' 6.5' 7' 7.5' 8' 8.5' S 9.5' 10' 10.6 11' 11.5 12' 3' 5.5' 6 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.6 11' 11.5' 17 12.5 4' 6' 6.5' T 7.5' 8' 8.5' S 9.5' 10' 10.5' 11' 11.6 12' 12.6 13' 5' 6.5' T 7.5' 8' 8.5' F 9.5' 10' 10.5' 11' 11.5' 17 12.5' 13' 13.5 TABLE 2.4 Post Requirements for Freestanding Structures Post Description Maximum Footing Max Height POST 0.041"x3"x3" Steel Clover d = 23" 12' D 0.041"x3'x3" Steel Clover d = 23" 8' E 3/16"x3'x3" Steel Square d = 32" 15' F 3/16"x4'x4" Steel Square d = 38" 18' G 5/16"x4'x4" Steel Square d = 42" 18' H 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 5208 Tennyson Parkway 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Plano, Texas 75024 10. USE THE APPROPRIATE DETAILS 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MS Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.5 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carioutnam(M.comcast.nel SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 10 of 59 I ATTIrr- rnVC0 O n oneT CD -1-0 - DATIn AMIN rn UU=0f'1AI rnVPPB MIrLI WIMn APPA4 10 0.042'x3'x8' Box Beam Detail 1-1 Double 0.042"x3'x8" Detail L12 Double 0.040"x2"x6.625" Detail L12 TABLE 3.1 27 Attached Freestanding or 30 Attached Freestanding or Attached Freestanding or 23 29 Structure Multis an Units 33 Structure Multis an Units Structure Multis an Units GROUND TRIS MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REO'D POST MIN FOOTER 8' I 10' I 17 POST MIN FOOTER 8' I 10' I 17 POST MIN FOOTER 8' I 10 I 17 LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED FOOTS SPACINGPOST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS (PSF) ON SLAB SLAB (FT) TYPE "d' 'd' 'd' 'd" (FT) TYPE 'd' 'd' "d' 'd' (FT) TYPE 'd' 'd' "d' 'd" 29 30 (in) n Qn) (in 4 in in In in In in n in 10 3 22'5' A 13'.7• A 20 27 28 30 19'-91 A 23 29 31 33 1T-7" A 22 27 29 31 LIVE 3.5 19'-5' A 17-1• A 21 26 28 29 18'3• A 24 29 31 32 16'-3' A 23 27 29 30 4 17"-0• A 11'-2• A 2126 27 27 29 1T-0• B 24 28 30 32 15'-2" A 23 26 28 30 4.5 15'-1• A 104• A 21 25 27 28 16'-0" B 25 28 30 31 14'-3" A 24 26 28 29 5 13'-7" A 91S" A 22 25 27 28 15'-1" B 25 28 29 31 13'5' A 24 26 27 29 5.5 174• A 9'-1" A 22 25 26 28 14'4" B 25 27 29 30 17-10" B 25 26 27 29 6 11'4• A 81S" A 22 24 26 27 13'5' B 26 27 29 30 12'-3" B 25 25 27 28 6.5 10.5" A 8'-1" A 22 24 26 27 13'-0" B 26 27 28 30 11'-9" B 25 25 27 28 7 91S" A 7'-8" A 22 24 25 27 175" B 26 26 28 30 113" B 25 25 26 28 7.5 9'-1" A 7'4" A 23 24 25 27 17-0• B 27 27 28 29 10-10" B 26 26 26 28 8 8'S" A 7'-0" A 23 23 25 26 11'-7" C 27 27 28 29 10-5" B 26 26 26 27 8.5 8'-0" A 6'S" A 23 23 25 26 11'-2• C 27 27 27 29 10-1" B 26 26 26 27 9 71S" A 6'-5" A 23 23 25 26 10-9" C 27 27 27 29 9'-9" B 26 26 26 27 9.5 1'-2" A 6'-r A 23 23 24 26 10'-5" C 28 28 28 28 9'S" B 27 27 27 27 10 6'-9" A 5'-11" A 23 23 24 26 10-1" C 28 28 28 28 T -r C 27 27 27 27 A 11 6'-r A 51-6" A 23 23 24 25 91S" C 28 28 28 28 8'S" C 27 27 27 27 C 126'S" Y-11' A 5'-r A 24 24 2425 27 1 C 28 28 28 28 8'-3" C 28 28 28 28 13 6'-r A 4'-9" A 24 24 24 26 8'S" C 29 29 29 29 7'-10' C 28 28 28 28 10 3 275" A 114" A 22 28 30 32 16'-9• A 25 31 33 34 15'-0' A 24 29 31 32 LIVE 3.5 19'-5" A 10.4" A 22 28 29 31 15'S" A 25 30 32 34 13'-10" A 24 28 30 32 4 1T-0" A 05• A 22 27 29 30 14'4" A 26 30 32 33 17-10" A 25 28 3n 31 4.5 15'-1" A 8'-10" A 23 27 28 30 IT -S" A 26 29 31 33 17-1" A 25 27 29 31 5 13'-7" A 8'-3" A 23 26 28 30 175" A 27 29 31 32 11'-5' A 26 27 29 30 5.5 174" A T-9" A 23 26 28 29 17-0' A 27 29 30 32 10.10" A 26 27 29 30 6 11'4" A 7`4" A 24 26 27 29 114" B 27 28 30 32 1014" A 26 27 28 30 6.5 10-5" A 6'-11" A 24 25 27 29 10'-10" B 28 28 30 31 9'-10" A 27 27 28 30 7 9'S" A 6'-r A 24 25 27 28 1014" B 28 28 29 31 9'-5" A 27 27 28 29 7.5 9'-1' A 6'-3" A 24 25 27 28 9'-11" B 28 28 29 31 9'-1" B 27 27 28 29 8 6'S" A 5'-11' A 24 25 26 28 7-6" B 28 28 29 30 V-9" B 27 27 27 29 8.5 8'4T A 5'S• A 24 24 26 28 9-r B 29 29 29 30 8'-5" B 28 28 28 29 9 T5" A 5-5" A 24 24 26 27 8'-10" B 29 29 29 30 T -r B 28 28 28 28 9.5 T -r A S -r A 25 25 26 27 8.5" B 29 29 29 30 T-10" B 28 28 28 28 10 6'-9" A 6-0" A 25 25 25 27 V-3• B 29 29 29 30 T -r B 28 28 28 28 A 11 6-2" A 4'S" A 25 25 26 27 T-9" B 29 29 29 29 T -r B 29 29 29 29 C 12F-8" Y-11' A 4'4" A 25 25 26 27 T4' B 30 30 30 30 V-10• B 29 29 29 29 13 6'-r A 4'-0" A 25 25 26 28 6'-11' B 30 30 30 30 6'S' B 29 29 29 29 20 3 11'-10' A 6-10' A 18 25 26 28 14'-10" B 21 27 29 31 13'4" 8 20 26 27 29 LIVE 3.5 10-2" A T-11" A 18 24 26 27 13'5' B 22 27 29 30 173" B 21 25 27 28 4 8'-11' A 73• A 18 24 25 26 175' C 22 27 28 30 11'S" B 21 25 26 28 4.5 T-11" A 6'S" A 18 23 25 26 11'-10" C 22 26 28 29 105" C 22 25 26 28 5 r-1" A 6-2" A 19 23 24 26 11'-1' C 23 26 27 29 10-1' C 22 24 26 27 5.5 6-5" A F-9" A 19 22 24 25 105" C 23 25 27 29 91S" C 22 24 26 27 6 V-11• A 64" A 19 22 24 25 9'-11" C 23 25 27 28 9'-1" C 23 24 25 27 6.5 6-5" A 5-0" A 19 22 23 25 9-5" C 23 25 28 28 81S" C 23 23 25 26 7 6--1" A 4'S" A 19 22 23 24 91-0" C 24 25 26 28 8'-3" C 23 23 25 26 7.5 d'-9" A 4'4" A 19 21 23 24 8'-7" C 24 24 26 27 T-11• C 23 23 25 26 84'-5" T-7" A 4'-1" A 19 21 23 24 8'-3" C 24 24 26 27 T-7" C 23 23 24 26 8.5 4'-r A T-10" A 19 21 22 24 T-11' C 24 24 26 27 T4" C 24 24 24 26 9S-11" T-2" A 3'-7" A 19 21 23 24 T5" C 24 24 25 27 T-1" C 24 24 24 25 9.5 3'-9" A 3'S" A 19 21 23 24 T4" C 25 25 25 27 6'-10' C 24 24 24 25 10 3'S" A T-3" A 19 22 23 24 T-1" C 25 25 25 26 6'-r C 24 24 24 25 A 113'-r 24 A 7-11" A 19 22 23 25 6'S" C 25 25 25 26 6'-3' C 24 24 24 25 C 12 Y-11' A 75" A 19 22 24 25 6'3" C 25 25 25 26 T-11• C 25 25 25 25 13 75' A 75" A 19 23 24 28 5'-10' C 25 25 25 28 5-7" C 25 25 25 26 25 0.042"x3"x8" Bax Beam Detail Lt Double 0.042"x3"x8" I Detail L12 Double 0.040"x2'x6.625' Detail L12 TABLE 3.1 18 Attached Freestanding or Attached Freestanding or Attached Freestanding or 14'5' C Structure IlMultispan Units Structure Multis an Units Structure Multis an Units TRIG MAX POST MAX MAX POST LENGTH 20 MAX POST LENGTH MAX MAX POST LENGTH WIDTHPOST REO7) POST MIN 8' I 10 I 17 MIN FOOTS [SPA�CINC 8' I /0 117 POSTMIN OO7E 8' I 10 ' 17 LROU,NID (FT) SPACIN FOR SPACIN LTEJ POSTCONSTRAINED FOOTER POST SO:E CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS ON SLAB SLAB (FT) TYPE 'd' "d' 'd' TYPE 'd" 'd' 'd' 'd' (FT) TYPE 'd" "Cr 'd' 'd' (FT) 28 in In In) n (in n In (in) in) In In 25 3 9'-7" A 8'S" A 18 24 26 27 14'5' C 21 27 29 31 13'-0• C 20 26 27 29 30 3.5 V -r A 7'S" A 18 24 25 27 13'4" C 21 27 28 30 11'-11• C 21 25 27 28 4 T -r A T-0• A 18 23 25 26 174" C 22 26 28 29 11'-1" C 21 25 26 28 4.5 6'4" A 6'-5" B 18 23 25 26 1115" C 22 26 28 29 10'-5" C 21 24 26 27 5 5'-9" A 6-11" B 18 23 24 26 10'-9" C 22 26 27 29 9'-10" C 22 24 26 27 5.5 5'-2" A 5'S• B 19 22 24 25 10-2" C 23 25 27 28 9'3" C 22 24 25 27 6 4'-9" A 6-2" B 19 22 24 25 9'S" C 23 25 27 28 8'-10" C 22 24 25 27 6.5 4'-5" A 4'-9" B 19 22 23 25 9'-2" C 23 25 26 28 8'-5" C 23 23 25 26 7 4%1• A 4'-5" B 19 21 23 24 8'-9" C 23 24 26 27 8'-0" C 23 23 25 26 7.5 T-10" A 4'-2" B 19 21 23 24 8'4" C 24 24 26 27 T5" C 23 23 25 26 8 T-7" A 3'-11" B 19 21 22 24 8'-0" C 24 24 26 27 TS" C 23 23 24 26 8.5 3'4• A 3'S" B 19 21 22 24 7'S" C 24 24 25 27 T-2" C 23 23 24 26 9 T-2" A 3'-5' B 19 21 23 24 7'S" C 24 24 25 27 6'-11" C 24 24 24 25 9.5 T -O" A 3'3• B 19 21 23 24 7'-1" C 24 24 25 26 6'S• C 24 24 24 25 25 3 9'-7' A 81S' A 20 27 28 30 14'5" C 23 30 32 33 13'-0" C 23 28 30 31 30 3.5 8'-2' A 7"5• A 20 26 28 29 13'4" C 24 29 31 33 11'-11" C 23 27 29 31 4 7"-2' A 7"-0• A 20 25 27 29 174" C 24 29 31 32 11'-1" C 24 27 29 30 4.5 6'4" A 6-5" B 20 25 27 28 11'5" C 25 28 30 32 10'5" C 24 27 28 30 5 5'-9" A 6-11" B 21 25 26 28 10-9" C 25 28 30 31 9'-10" C 24 26 28 29 5.5 5--2" A 5'S" B 2124 24 26 27 10-2" C 26 28 29 31 9'-W C 25 26 28 29 6 4'.9• A 5'-r B 21 24 26 27 018, C 26 27 20 31 8'-10" C 25 26 27 29 6.5 4'-5• A 4'-9" B 21 24 25 27 9'-r C 26 27 29 30 8'-5" C 25 25 27 29 7 4'-1" A 4'-5" B 21 23 25 26 8'-9" C 26 27 28 30 81-0" C 26 26 27 28 7.5 T-10" A 4'-2" B 21 23 25 26 8'4" C 27 27 28 30 7'S" C 26 26 27 28 8 T-7" A T-11" B 21 23 24 26 8'-0" C 27 27 28 29 7'-5" C 26 26 26 28 8.5 3'4" A T-8" B 21 23 24 26 7'S" C 27 27 28 29 7'-r C 26 26 26 28 9 T-2" A T-5" B 21 23 25 26 7'-5" C 27 27 27 29 6'-11" C 26 26 26 28 9.5 T-0' I A 1 T-3' B 21 1 23 25 26 11 7'-1" 1 C 1 27 1 27 1 27 1 29 11 6'S' 1 C 27 27 27 27 ICC ESR 1398 6/1/2010 Page 11 of 59 110 MPH EXPOSURE C 30 3 8'-0" A T-7" A 19 26 28 29 13'-2' C 23 29 31 33 11'-ta" C 22 27 29 31 3.5 6'-10" A 6'-9' A 19 25 27 29 17-0' C 23 29 30 32 10.10" C 22 27 29 30 4 6'-0' A 6'-2" B 19 25 26 28 11'-1" C 24 28 30 31 10.1" C 23 26 28 30 4.5 5'4' A 5'S• B 20 24 26 28 104" C 24 28 29 31 0-5" C 23 26 28 29 5 4'-10' A 5'-2" B 20 24 26 27 91S" C 24 27 29 31 8'-10" C 24 26 27 29 5.5 4'4' A 4'-9' B 20 24 25 27 9'-1" C 25 27 29 30 8'4' C 24 25 27 29 6 41-0" A 4'4' B 20 23 25 26 8'-7" C 25 27 28 30 T-11' C 24 25 27 28 6.5 T-8" A 4'-0" B 20 23 25 26 8'-r C 25 26 28 30 7-7" C 24 25 27 28 7 T-5" A T-9• B 20 23 24 26 T-9' C 25 28 28 29 T-3' C 25 25 26 28 7.5 Y -r A 3'S' B 20 22 24 25 T-5' C 26 26 27 29 6'-11" C 25 25 26 28 B 3'-0• A 3.3• B 20 23 24 26 T-1' C 26 26 27 29 6S" C 25 25 26 27 8.5 2'-10" A 3'-1" B 20 23 24 26 6'-10" D 26 26 27 29 6S" C 25 25 26 27 9 2'S' A 7.11' B 1 20 1 23 1 25 28 11 6'S• D 26 28 27 28 61 C 25 25 26 27 110 MPH EXPOSURE B 30 3 81-0" A T-7" A 17 24 25 27 13'-r C 20 27 28 30 3.5 V-10" A 6'-9' A 17 23 25 26 17-0" C 21 26 28 29 4 61-W A 6'-r B 17 23 24 26 11'-1" C 21 26 27 29 4.5 5'4" A 51S" B 17 22 24 25 104" C 21 25 27 28 c 5 4'-10" A 5'-r B 18 22 24 25 91S" C 22 25 27 28 '7+' 5.5 4'4" A 4'-9• B 18 22 23 25 9'-1" C 22 25 26 28 ' PU 4,,Ayyy 6 4'-0• A 4'4• B 18 21 23 24 8'-7- C 22 24 26 27 6.5 3'S• A 4'-0• B 18 21 23 24 8'-2- C 22 24 26 27 7 Y-5• A T-9" B 18 21 22 24 T-9" C 23 24 25 27 -_y �' - 139 7.5 3'-r A 3'S ' B 18 20 22 23 T-5' C 23 24 25 27 8 3'-0' A Y-3' B 18 21 22 24 T-1" C 23 23 25 26 - 8.5 7-10"A 3'-1' B 18 21 22 24 6'-10" 0 23 23 25 26 t 9 75" A 7-11" B 18 21 23 24 6'S" 0 23 23 25 26 { �.t% 4+1w -V- ICC ESR 1398 6/1/2010 Page 11 of 59 120 MPH EXPOSURE C 20 9.5 r�r X-9" r A ri T.5" r A n 21 <a 23 ca 25 m 26 r•o- T-0• �, C u 28 u 28 m 28 ca 29 r -r 5-10' v C cr 27 u 27 u 27 za 28 LIVE 10 3'6" A T-3" A 21 23 25 27 T•1' C 28 28 28 29 6'-7" C 27 27 27 27 TYPE "d" 'd" 'd' 'd 11 3'-2" A 7-11" A 21 24 26 27 6'6' C 28 28 28 28 6'-3" C 27 27 27 27 120 MPH EXPOSURE C 20 3 11'-10" A B'-10" A 2128 29 30 31 14'-10" B 25 31 33 35 13'4' B 24 29 31 33 LIVE 3.5 10'-2" A T-11• A 21 27 29 31 13'6• B 26 31 33 34 17-3" B 25 29 31 32 TYPE "d" 'd" 'd' 'd 4 8'-11" A T-3" A 22 27 29 30 17.8" C 26 30 32 34 1115" B 25 28 30 32 23 4.5 T-11" A 6' 6" A 22 26 28 30 11'-10" C 27 30 32 33 101-W C 26 28 30 31 29 5 T-1" A 6'-2" A 22 26 28 29 11'-1" C 27 29 3133 34 10'•1• C 26 28 29 31 23 5.5 V-5" A 6-9" A 22 26 27 29 10'6" C 27 29 31 32 9'6" C 27 27 29 31 27 6 5'-11" A 64" A 23 25 27 29 9'-11" C 28 29 30 32 9'-1" C 27 27 29 30 B 6.5 5'-5" A 6-0" A 23 25 27 28 9'-5" C 28 28 30 32 816" C 27 27 28 30 24 7 6-1" A 4'6" A 23 25 26 289 8'6^ C 28 28 30 31 8'-3" C 27 27 28 30 D 7.5 4'•9" A 4'4" A 23 24 26 28 8'-7^ C 28 28 30 31 T-111 C 28 28 28 30 1 26 8 4'•5" A 4'•1• A 23 24 26 27 8'-3" C 29 29 29 31 T -T C 28 28 28 29 8.5 4'•2" A 3'•10" A 23 24 26 27 T•11" C 29 29 29 31 T4^ C 28 28 28 29 9 3'-11" A Y -T A 23 24 26 27 T-8" C 29 29 29 30 T-1" C 28 28 28 29 9.5 1-9" A T-5• A 23 24 26 28 T4" C 29 29 29 30 6-10" C 29 29 29 29 130 MPH EXPOSURE C 20 3 11'-10" A V-10" A 22 29 31 33 14'-1" B 26 32 34 36 17-8" B 25 30 32 34 LIVE 3.5 10'-2" A T-11' A 23 28 30 32 12'-11" B 27 32 34 35 11'6" B 26 30 31 33 TYPE "d" 'd" 'd' 'd 4 8'-11' A T-3" A 23 28 30 31 12'-0" B 27 31 33 35 10'-10" B 26 29 31 33 23 4.5 T-11' A 6'6^ A 23 27 29 31 11'-2" C 28 31 32 34 IV -1' B 27 29 31 32 29 5 T-1" A 6'-2" A 23 27 29 30 10'6" C 28 30 32 34 916" B 27 28 30 32 23 5.5 6-5" A 5'•9" A 24 27 28 30 9'-11" C 28 30 32 33 9-0" C 27 28 30 32 27 6 5'•11" A 5'4" A 24 26 28 30 9'4" C 29 29 31 33 W - 7'C 24 28 28 30 31 B 6.5 F-5" A 5'-0• A 24 28 28 29 8'-11" C 29 29 31 33 B'-2" C 28 28 29 31 24 7 V-1" A 4'6• A 24 26 27 29 8'6^ C 29 29 31 32 T-10" C 28 28 29 31 D 7.5 4'-9" A 4'4" A 24 25 27 29 8'-1" C 29 29 30 32 T6" C 29 29 29 30 1 26 84'-5" 5'-3' A 4'-1" A 24 25 27 28 T-9" C 30 30 30 32 T-2" C 29 29 29 30 8.5 4'-2" A 3'-10' A 24 25 27 28 T5" C 30 30 30 32 V-11' C 29 29 29 30 9T-11' A 3'-T A 24 25 27 28 T-7' C 30 30 30 31 6'6" C 29 29 29 30 9.5 - T-9" A 3'-S" A 24 25 27 29 6'-11" C 30 30 30 316'-S• C 29 29 29 30 10 3'6" A 3'-3" A 24 25 27 29 6'6" C 30 30 30 31 V-3• C 30 30 30 30 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A RAFTER FROM TABLES 1.1 TO 1.8 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 3.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. A 0.042"x3'x8" Box Beam Detail 1-1 Double 0.042°x3°x8' Detail L12 Double 0.040'x2°x6.625' Detail L12 .E 3.1 C Attached Freestanding or Attached Freestanding or AttachedFreestanding or C 21 Structure Mules an Units Structure Multis an Units Structure Multis an Units POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH REOD POST MIN FOOTES 8' I 10' I 17 POST MIN FOOTS 8' I 1D I 17 POST MIN FOOTE 8' I 1d I 17 FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTEF SPACING POST SIZECONSTRAINED FOOTS SLAB (FT) TYPE "d" 'd" 'd' 'd (FT) TYPE 'd 'd' •d' 'd' (FT) TYPE 'd °d- "d 'd. 29 30 in in (in) n) in in In in n n in In A 6'-2" B 18 25 27 28 11'-2' C 22 28 30 31 10'-1" C 21 26 28 30 A 5'6" B 18 24 26 27 10'-2' C 22 28 29 31 91-3• C 21 26 28 29 A 4'-11" B 18 24 25 27 9'4' C 22 27 29 30 8'-7" C 22 26 27 29 A 4'•5" B 18 23 25 26 816' C 23 27 28 30 8'-0• C 22 25 27 28 A T-11" B 18 23 24 26 8'-1" C 23 26 28 29 7"6" C 22 25 27 28 A 3'-7" B 18 22 24 26 T-7" C 23 26 28 29 7"-1' C 23 25 26 28 A 3'-3" B 18 22 24 25 T-2' C 23 26 27 29 616• C 23 24 26 27 A 3'-0" 8 18 22 23 25 6'-9' D 24 25 27 28 6'4' C 23 24 26 27 A 740' B 18 22 24 25 6'-S" D 24 25 27 28 6'-0' C 23 24 25 27 A 2'-7- B 18 22 24 25 6'-1' D 24 25 26 28 5'-9' D 23 24 25 27 A 2'-5" B 18 23 24 26 5'-10" D 24 25 26 28 516' D 24 24 25 27 A 1 2'4' 1 B 1 18 1 23 1 24 1 26 1 5'6'1 D 1 24 1 24 1 26 1 27 5'-3' D 24 1 24 1 25 1 26 1 1 MVN exrlrsurm 60 3 4'-1' A 4'-5" 8 16 23 25 26 8'-9" C 20 27 28 30 8-0'" C 19 25 27 28 4.5' 3.5 3'-6' A T-10" B 16 23 24 26 T•11" C 20 26 28 29 T4' C 20 25 26 28 2' .4 -0 31" A 3'4" 8 16 22 24 25 T•2" C 20 26 27 29 6'-9' C 20 24 26 27 17 4.5 76' A 7.11" B 16 22 23 25 6'-7- D 21 25 27 28 6'-3" C 20 24 26 27 12' 5 2'-5" A 2'6" B 16 21 23 24 6'-2• D 21 25 26 28 5'-10" D 21 24 25 27 5.5 2'-2" A 2'•5" 8 16 21 23 24 6-9" D 21 24 26 28 5'-5" D 21 23 25 27 6 2'-0" A 2'-2" 8 16 21 23 25 5'4" D 21 24 26 27 5'-1' D 21 23 25 26 6.5 1'-10" A 2'-0" B 16 22 23 25 5'-0" D 21 24 26 27 4'•10^ D 21 23 25 26 7 V-9" A 1'-11" B 16 22 24 25 4'-9" D 1 21 1 24 1 25 27 4'-7• D 1 21 23 1 24 1 26 OVER- HANG Post Description ximum Footing Max Hei ht POST TABLE 3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES ' 12' D 0.041"x3'x3° Steel Clover 23" td FT 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 0' 4' 4.5' 5' 5.5' 6' 6.5 T 7.6 8' 8.5' 9' 9.5' 10' 10.5' 11' 1' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.6 9' 9.5 10' 10.5' 11' 11.5' 2' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.6 9' 9.5' 10' 10.5' 11' 11.5' 12' 3' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.6 10' 10.5' 11' 11.5' 17 12.5' 4'6' 6.5' 7' 7.5' 8' 8.5' 9' 9.6 10' 10.5' 11' 11.5' 17 12.5' 13' 5' 6.5 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 13' 13.5' TABLE 3.4 Post Requirements for .Freestanding Structures Post Description ximum Footing Max Hei ht POST 0.041°x3'x3" Steel Clover 23" 12' D 0.041"x3'x3° Steel Clover 23" td 8' E 3/16"x3°x3° Steel Square 32" 15' F 13/ 4; Steel Square 38" 18' G 5/16"x4'x4" Steel Square 42" 18' H 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 5208 Tennyson Parkway 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Plano, Texas 75024 10. USE THE APPROPRIATE DETAILS 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L7 AND L2 ON SHEET M5 Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.1 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.net SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1398 6/1/2010 Page 12 of 59 I ATTICP rnVPo 9 n oneT CO -1 C - oATIn AMn rnMWP0r1A1 rnVPoc MIPM WIMM AOPA< 10 12 Ga 3"x8" Steel C Beam Detail L18 16 Ga 3"x8" Steel C Beam Detail L18 Double 12 Ga 3"x8" Steel C Detail LB TABLE 3.5 Attached Freestanding or Attached Freestanding or Attached Freestanding or 24 Structure Multis an Units Structure Multis an Units Structure Multis an Units GROUND TRIS MAX MAX MAX POST LENGTH M7- MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REO'D POST MIN FOOTER 8' I 17 I IV POST MIN FOOTER 8' I 17 I 18' POST MIN FOOTER V I 17 I 18' JPOST LOAD (FT) SPACING FOR I I SPACIN POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTS (PSF) ON SLAB SLAB (FT) TYPE 'd' 'd' 'd' I -d- (FT) TYPE 'tl' 'd' "d' I -d- (FT) TYPE 'd' -d' I 'tl' I -d- FT) In n in n In (in) in (in) in in in In 10 3 22'-8" A 30'-0" B 25 31 34 38 26'-10" 8 24 30 33 35 30'-0' B 25 31 34 38 LIVE 3.5 19'-5" A 30'-0" C 26 31 34 38 25'4" B 25 30 33 34 30'-0" C 26 31 34 38 in (in) On)in 4 1T-0" A 29'-11" C 27 31 34 37 234" C 25 29 32 33 30'-0' C 27 31 34 38 42 4.5 15'4" A 28'-9" C 28 30 34 37 21'5" C 25 28 32 33 3O-0' C 28 31 34 38 42 5 13'-r A 2T-9" C 29 30 34 36 20'-3" C 26 28 31 32 30'-0" C 29 31 34 38 42 5.5 12'4" A 26'-11" C 29 30 33 36 19'-0" C 26 28 31 32 30'-0" 0 30 31 34 38 42 6 11'4" A 26'-2' C 30 30 33 35 1T-11" C 26 27 30 31 30'-0" D 31 31 34 38 42 6.5 101-5" A 25'-5" D 30 30 33 35 1 T-0" C 27 27 30 31 30'-0" D 32 32 34 38 42 7 01-8" A 24'-10" D 31 31 33 35 16'-2" C 27 27 30 31 30'-0" D 33 33 34 38 42 7.5 9'-1" A 24'-3" D 31 31 33 34 15'5" C 27 27 29 30 30'-0" D 34 34 34 38 42 8 V-6" A 23'-9" D 32 32 32 34 14'-9" C 27 27 29 30 3O-0" 0 34 34 34 38 42 8.5 8'-0' A 23'-3" D 32 32 32 34 14'-1" C 27 27 29 30 30-0" 0 35 35 35 38 42 9 T-6" A 27-10" D 33 33 33 33 13'-7" C 27 27 29 29 30'-0" D 36 36 36 38 1 42 9.5 T-2" A 27-5" D 33 33 33 33 13'-1" C 28 28 28 29 30'-0" D 36 36 36 38 25.7 10 6'-9" A 27-0" D 33 33 33 33 17.7" C 28 28 28 29 30'-0" 0 37 37 37 38 14'4" 11 V-2' A 20'-9' D 34 34 34 33 1I%r C 28 28 28 28 30-W E 38 38 38 38 32 12 0'S" A 191-V D 34 34 34 32 10'-71 C 28 28 28 28 30'-0- E 39 39 39 39 A 13 5'-T A 18'-0" D 35 35 35 32 9'-10" C 28 28 28 28 30'-0' E 40 40 40 40 10 3 27-8" A 29'-5" B 28 34 38 38 24'-0" B 26 32 36 35 30'-0' B 28 34 38 38 LIVE 3.5 19'5" A 28'-0" C 29 33 37 38 27-9" B 27 32 35 34 30'-0' C 30 34 38 38 in (in) On)in 4 1T-0" A 26'-9" C 30 33 37 37 21'-10" B 28 32 35 33 30-0' C 31 34 38 38 42 4.5 15'-1" A 25'-9" C 31 33 36 37 20'-11" C 29 31 35 33 30'-0" C 33 34 38 38 42 5 13'-r A 24'-10" C 32 33 36 36 2013" C 30 31 35 32 30'-0" C 34 34 38 38 42 5.5 174" A 24'-1" C 32 32 36 36 19'-0" C 30 31 34 32 30-0' D 35 35 38 38 42 6 11'4" A 234" C 33 33 36 35 1T-11" C 30 30 34 31 30-0" D 36 36 38 38 42 6.5 10'-5" A 27-9" C 34 34 35 35 1T-0" C 30 30 33 31 30-0" D 37 37 38 38 42 7 91S" A 27-2" C 34 34 35 35 16-2" C 31 31 33 31 30'-0" D 38 38 38 38 42 7.5 9'-1" A 21'5" D 35 35 35 34 15'-5" C 31 31 33 30 30-0" D 39 39 39 38 42 8 V-6" A 21'3" D 35 35 35 34 14'-9" C 31 31 32 30 30'-0" D 39 39 39 38 42 8.5 8'-0" A 20'-10" D 36 36 36 34 14'-1" C 31 31 32 30 30'-0" D 40 40 40 38 42 9 T5" A 20'-5" D 36 36 36 33 13'-7" C 32 32 32 29 30'-0" D 41 41 41 38 1 42 9.5 T-2" A 20'-0" D 37 37 37 33 13'-1" C 32 32 32 29 30'-0" D 42 42 42 38 25.7 10 V-9" A 191-8" D 37 37 37 33 17-7" C 32 32 32 29 30'-0" 0 43 43 43 38 14'4" 11 V-2" A 19'-1" D 38 38 38 33 11'4" C 32 32 32 28 30'-0" E 44 44 44 38 32 125'S' '-""A A 18'-6" D 39 39 39 32 10'-7" C 32 32 32 28 29'-5" E 45 45 45 39 A 13 5'-7 A 1T-11' D 39 39 1 39 32 9'-10" C 32 32 1 32 28 28'5' E 48 46 1 46 40 20 3 11'-10" A 28'-11" D 25 30 34 38 16-6" C 21 27 31 35 30'-0" D 25 31 34 38 LIVE 3.5 10'-2' A 27"5" D 25 30 33 38 16'-8" C 21 27 30 34 30'-0' D 26 31 34 38 in (in) On)in 4 V-11" A 25'-9' D 26 30 33 37 15'3" C 22 26 29 33 30'-0" D 27 31 34 38 42 4.5 T-11" A 24'-1' D 26 29 32 37 14'-W C 22 26 29 33 30'-0" D 28 31 34 38 42 5 T-1" A 27-7" D 27 29 32 36 13'-0" C 22 25 28 32 30'-0" D 29 31 34 38 42 5.5 6'-5" A 21'4' D 27 28 32 36 17-1" C 22 25 28 32 30'-0" 0 30 31 34 38 42 65'-11" 4'-9" A 20'3' D 27 28 31 35 11'-1" C 22 25 27 31 30'-0' E 31 31 34 38 42 6.5 5'3 A 19'3" D 28 28 31 35 10'3' C 22 24 27 31 30'1' E 32 32 34 38 42 7 6-1' A 18'4" D 28 28 31 35 W -V` C 22 24 27 31 301-0' E 33 33 34 38 42 7.5 4'-9' A 1T-7- D 28 28 30 34 V-11" C 22 23 26 30 30'-0" E 34 34 34 38 42 84--5" Y-7" A 16'-11" D 28 28 30 34 14" C 22 23 26 30 30'-0" E 34 34 34 38 42 8.5 4'-r A 16'3" D 29 29 30 34 T-10" C 23 23 26 30 30'-0" E 35 35 35 38 42 9 3'-11" A 15'-0" 0 29 29 29 33 T5" C 23 23 25 29 30'-0' E 36 36 36 38 1 42 9.5 Y-9" A 15'-1' D 29 29 29 33 T-1" C 23 23 25 29 30'-0" E 36 36 36 38 25.7 10 3'-0" A 14'-7" D 29 29 29 33 6'A" C 23 23 25 29 30'-0" E 37 37 37 38 14'4" 11 3'-2- A 13'-9" D 29 29 29 33 6'-1' C 23 23 24 28 29'-9' E 38 38 38 38 32 12 '-""A 4.5 17-11" D 30 30 30 32 5'-r C 23 23 24 28 28'-11" F 39 39 39 39 A 13 75" A 173' D 30 30 30 32 5'-2' C 23 23 24 28 28'-2" F 40 40 40 40 25 12 Ga 3"x8" Steel C Beam Detail L18 16 Ga 3"x8" Steel C Beam Detail L18 Double 12 Ga 3"x8" Steel C Detail 1-8 TABLE 3.5 Attached Freestanding or Attached Freestanding or Attached Freestanding or 21 Structure Mullis an Units Structure Multis an Units Structure Multis an Units GROUND TRIB MAX POST MAX MAX POST LENGTH MAX POST LENGTH MAX MAX POSTLENGTH SNOW WIDTH POST REO'D POST MIN FOOTS 8' I 17 I 18' MIN FOOTS 8' I IT I 18' [SPA�CINC POST MIN FOOTE 8' I 12' I 18' LOAD (FT) SPACINGPOST SIZE CONSTRAINED FOOTER POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS(PSF) ISPACINGFOR ON SLAB SLAB (FT) TYPE 'd" 'd" 'd' 'd' TYPE -d- 'd' 'd' 'd' (FT) TYPE 'd' "d' I -d- FT (FT) In in (in) On)in In) (In in in in in In 25 3 9'-7- A 26'-9" D 24 30 33 37 1T-11" C 21 27 30 34 30-0" D 25 31 34 38 42 3.5 8'-2" A 25'-5" D 25 30 33 37 16'-2" C 21 27 30 34 30'-0" D 26 31 34 38 42 4 7'-2" A 24'4" D 25 29 33 37 14'-9" C 22 26 29 33 301-0" D 27 31 34 38 42 4.5 6'4" A 23'-5" D 26 29 32 36 13'-r C 22 26 29 33 301-0" D 28 31 34 38 42 5 5'-9" A 27-0" D 27 29 " 32 36 17-7' C 22 25 28 32 301-0" E 29 31 34 38 42 SS 5'-2" A 20'-9" 0 27 28 31 35 11'-r C 22 25 28 32 30'-0" E 30 31 34 38 42 6 4'-9" A 19'-8" D 27 28 31 35 10'-r C 22 24 27 3130'-0" 30'-0" E 31 31 34 38 42 6.5 4'-5" A 18'-0" D 27 28 31 35 9'-10" C 22 24 27 31 3V -V E 32 32 34 38 42 7 4'-1" A 1T-10" D 28 28 30 34 9'-1" C 22 23 26 30 30'-0" E 33 33 34 38 42 7.5 T-10' A 1T-1" D 28 28 30 34 V-6" C 22 23 26 30 30'-0" E 34 34 34 38 42 8 Y-7" A 16'-5" 0 28 28 30 34 8'-0" C 22 23 26 30 30'-0" E 34 34 34 38 42 8.5 3'4" A 15'-9" 0 28 28 30 34 T5 C 22 23 25 29 -0" 30'" E 35 35 35 38 42 9 3'-2" A 15'-2" 0 29 29 29 33 T-1" C 22 22 25 29 29'-6" E 36 36 36 38 1 42 9.5 3-0'" A 14'A' E 29 29 29 33 T-9" C 22 22 25 29 28'-11' E 36 36 36 38 25 3 9'-r A 26-9" D 27 33 37 41 1T-11" C 24 30 34 38 301-0" 0 28 34 38 42 42 3.5 V-2" A 25'-S" 0 28 33 36 41 16'-2" C 24 29 33 37 30'-0" D 30 34 38 42 42 4 T-2" A 24'4" 0 29 32 36 41 14'-9" C 25 29 32 37 30'-0" D 31 34 38 42 42 4.5 6'4" A 23'5" D 30 32 36 40 13'-7" C 25 28 32 36 30-0" 0 33 34 38 42 42 5 5'-9" A 27-0" 0 30 32 35 40 17-7" C 25 28 31 36 30'-0" E 34 34 38 42 42 5.5 5'-2" A 20'-9" 0 3131 30 35 39 11'-7" C 25 27 31 35 30-0" E 35 35 38 42 42 6 4'-9" A 191-W 0 31 31 34 39 10'-7" C 25 27 30 34 30'-0" E 36 36 38 42 42 8.5 4'-5" A 18'-8" 0 31 31 34 38 9'-10" C 25 26 30 34 30'-0" E 37 37 38 42 42 7 4'-1" A 1T-10" 0 32 32 34 38 9'-1" C 25 26 29 34 31Y-0" E 38 38 38 42 42 7.5 T-10" A 1T-1" D 32 32 33 38 V-6" C 25 26 29 33 30'-0" E 39 39 39 42 42 8 T -r A 16'-S" D 32 32 33 37 8'-0" C 25 25 28 33 30'-0" E 39 39 39 42 42 8.5 3'4" A 15'-9" D 33 33 33 37 T5" C 25 25 28 33 30'1" E 40 40 40 42 42 9 3'-2" A 15'-2" D 33 33 33 37 T-1" C 25 25 28 32 295" E 41 41 41 42 1 42 9.5 T-0" A 1 14'-0' 1 E 33 33 33 37 11 V-9" 1 C 25 25 28 32 28'-11" E 41 41 41 1 42 110 MPH EXPOSURE C 30 3 81-V A 25'-2" D 27 33 36 41 15'-11" C 23 29 33 37 30'-0" 0 28 34 38 42 3.5 V-10" A 23'-11" D 28 32 36 40 14'4" C 23 29 32 36 30'-0" 0 30 34 38 42 4 6'-0" A 22'-r D 29 32 35 40 13'-0" C 24 28 31 36 301-V E 31 34 38 42 4.5 5'4" A 21'-1" D 29 31 35 39 11'-10" C 24 27 31 35 30'-0" E 33 34 38 42 5 4'-10" A 19'-9" D 29 31 34 39 101-V C 24 27 30 35 30'-0" E 34 34 38 42 5.5 4'4" A 18'-r D 30 30 34 38 9'-9" C 24 26 30 34 30'-0" E 35 35 38 42 6 4'4" A 1T -r D 30 30 33 38 V-11" C 24 26 29 33 30'-0" E 36 36 38 42 6.5 3'S" A 16'-9" D 30 30 33 38 V-3" C 24 25 29 33 301-V E 37 37 38 42 7 3'5" A 15'-11' D 31 31 33 37 1-8" C 24 25 28 33 30'4" E 38 38 38 42 7.5 3'-2" A 15'-3" D 31 31 32 37 T-2" C 24 25 28 32 29'5" E 38 38 38 42 8 T -V A 14'-7" E 31 31 32 37 V-9" C 24 24 27 32 28'-10" E I 39 39 39 42 8.5 7-10" A 14'-1" E 31 31 32 36 6'4" C 24 24 27 32 28'-3' F 39 39 39 42 9 1 2'S" A IT -6- E 1 32 1 32 1 32 36 V -V C 1 24 1 24 1 7 31 1 2T-9' F 40 40 1 40 1 42 110 MPH EXPOSURE B 30 3 8'-0" A 25.7 D 23 29 33 37 15-11" C 20 27 30 34 3.5 6'-10" A 23'41" D 24 29 32 36 14'4" C 20 26 29 33 4 61-0" A 27-r D 25 29 32 36 13'-0" C 21 25 28 32 4.5 5'4" A 21'-1" D 25 28 31 36 11'-10" C 21 25 28 32 5 4'-10" A 19'-9- D 26 28 31 35 1015" C 21 24 27 31 5.5 4'4" A 18'-r D 26 27 31 35 9'-9" C 2124 27 31 - 6 4'4" A 17"-r D 26 27 30 34 8'-11" C 21 23 26 30 ru 11!4 6.5 3'A' A 16'-9" D 26 27 30 34 8'-3' C 21 23 26 30 - 19 7 3'-5' A 15'-11" D 27 27 30 34 7"A' C 21 23 25 29 12 9 7.5 T-2' A 151-3" D 27 27 29 33 T-2' C 21 22 25 29 et71 8 3'-0' A 14'-r E 27 27 29 33 6'-9' C 21 22 25 29 11 1 8.5 7-10" A 14'-1" E 27 27 29 33 6'4' C 21 22 25 29 ,* 9 73' A 13' 5' E 27 27 29 33 6'-0" C 21 22 24 28 ICC ESR 1398 6/1/2010 Page 13 of 59 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: 10 MPH EXPOSURE C 20 12 Ga 3"x81 Steel C Beam Detail 1-18 16 Ga 3'x8' Steel C Beam Detail L18 Double 12 Ga 3'x8' Steel C Detail 1-8 TABLE 3.5 Attached Freestanding or 37 Attached Freestanding or Attached Freestanding or 18'5" Structure Multis an Units 30 Structure Multis an Units Structure Multispan Units I GROUND TRIB MAX POST MAX AX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REDD POST MIN FO I 17 I 18' POST MIN FOOTER 8' I 1Z I 18' POST MIN FOOTER 8' I 12 I 18' LOAD (FT) SPACING FOR SPACIN POST SSTRAINED jfnn FOOTS SPACINGPOST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED ON SLAB SLAB (FT) TYPE ' 'd' "d' (FT) jO?dT.EP(PSF) TYPE 'd' •d• 'd' 'd' (FT) TYPE 'd'"d" • 30 33 n n W-0' n in in (in) in nin In 10 MPH EXPOSURE C 20 3 11'-10" A 28'-11" D 28 34 37 42 18'5" C 24 30 34 38 30'-0' D 28 34 38 42 LIVE 3.5 10'-2' A 2T5" D 29 33 37 42 165' C 25 30 33 38 W-0' D 30 34 38 42 n n 4 8'-11" A 25'-9' D 30 33 36 41 15'-3" C 25 29 32 37 W -W D 31 34 38 42 17 4.5 T-11" A 24'-1' D 30 32 36 40 14'-0' C 25 29 32 36 301-0" D 33 34 38 42 17 5 T-1" A 27.7- D 31 32 35 40 13'-0' C 26 28 31 36 30'-0' D 34 34 38 42 5.5 6'-5" A 21'-4" D 31 31 35 39 17.1" C 26 28 31 35 30'-0' D 35 35 38 42 6 51-11" A 20'-3" D 31 31 35 39 11'•1' C 26 27 30 35 301-0' E 36 36 38 42 _ 6.5 5'S A 19'-3" D 32 32 34 39 101-3" C 26 27 30 34 301-0' E 37 37 38 42 7 5!-1" A 18'4" D 32 32 34 38 911" C 26 26 29 34 30'-0" E 38 38 38 42 7.5 4'-9" A 17*•7' D 32 32 33 38 8'-11' C 26 26 29 33 30'-0" E 39 39 39 42 8 4'-5" A 16.11" D 33 33 33 38 1<" C 26 26 29 33 30'-0" E 39 39 39 42 8.5 4'-r A 16-3" D 33 33 33 37 T-10" C 26 26 28 33 30'-0" E 40 40 40 42 9 T-11" A 15'-8" 0 33 33 33 37 T-5" C 26 26 28 32 30'-0" E 41 41 41 42 9.5 X-9• A 15'-1" 0 33 33 33 37 T-1" C 26 26 28 32 30'-0" E 42 42 42 42 10 3'S• A 14'•T 0 33 3333 38 37 6'41' C 26 26 27 32 30'-0• E 43 43 43 43 11 T-2- A 13'•9' 0 34 34 34 36 6'-t'1 C 1 26 1 26 1 27 1 32 11 29'-9' 1 E 1 44 1 44 1 44 1 44 20 MPH EXPOSURE ( 20 3 11'-10" A 2T-9" C 29 35 39 44 18'-6" C 26 32 35 40 30'-0' D 30 36 39 44 LIVE 3.5 10'-2" A 26'5" 0 30 34 38 43 16'-8" C 26 31 35 39 30'-0' D 32 36 39 44 n n 4 8'-11" A 25'.1" 0 31 34 38 43 15'-3" C 27 30 34 39 30'-0" D 33 36 39 44 17 4.5 T-11" A 24'-1" 0 32 34 38 42 14'-0" C 27 30 33 38 30'-0" D 35 36 39 44 17 5 T-1" A 22'-7" 0 33 33 37 42 13'-0" C 27 29 33 37 30'-0" D 36 36 39 44 5.5 6'-5" A 21'-0' D 33 33 37 41 12'-1" C 27 29 32 37 30'-0' D 37 37 39 44 6 5'-11" A 20'-3" D 33 33 36 41 11'-1" C 27 28 32 36 30'-0" E 38 38 39 44 _ 6.5 5'-5' A 19'-3" D 34 34 36 40 10'-3" C 27 28 31 36 30'-0' E 39 39 39 44 7 5'-1' A 18'-0" D 34 34 35 40 91S" C 27 27 31 35 30'-0' E 40 4040 42 44 7.5 4'-9" A 17"-7" D 34 34 35 40 8'-11" C 27 27 30 35 30'-0' E 41 41 41 44 8 4'-5" A 16'-11" D 35 35 35 39 8'-0" C 27 27 30 35 30'-0" E 42 42 42 44 8.5 4'-r A 16'-3" D 35 35 35 39 TAW C 27 27 30 34 30'-0' E 43 43 43 44 9 T-11" A 15'5' D 35 35 35 39 7* -5" C 27 27 29 34 30'-0" E 44 44 44 44 9.5 3'-9" A 16-1" D 35 35 35 38 7"-1" C 27 27 29 34 30'-0" E 44 44 44 44 30 MPH EXPOSURE ( 20 3 11'-10" A 26'-4' C 31 36 40 45 181-6" C 27 33 37 42 30'-0' D 32 37 41 46 LIVE 3.5 10'-2" A 25'-V D 32 35 39 44 1615" C 28 32 36 41 30'-0' D 34 37 41 46 n n 4 V-11" A 23'-11" D 33 35 39 44 15'-3' C 28 32 35 40 30'-0' D 35 37 41 46 17 4.5 T-11• A 23'-0" D 33 35 39 44 14'-V C 28 31 35 39 30'-0' D 37 37 41 46 17 5 T-1" A 27-3" D 34 34 38 43 13'-0' C 29 31 34 39 30'-W D 38 38 41 46 5.5 6'-5" A 21'-0" D 35 35 38 43 17-1" C 29 30 34 38 30'-0" 0 39 39 41 46 6 5'-11' A 20'-3' D 35 35 38 42 11'-1" C 29 29 33 38 3V -V E 40 40 41 46 _ 6.5 5'-5" A 19'-3- D 36 36 37 42 10'-3' C 29 29 32 37 30'-0" E 41 41 41 46 7 5'-1' A 18'-4- D 36 36 37 42 9'-6" C 29 29 32 37 30'-0' E 42 42 42 46 7.5 4'-9" A 1T-7' D 36 36 36 41 8'-11' C 29 29 32 36 NY -W E 43 43 43 46 84'-5' 7.3' A 16•11' D 37 37 37 41 8'-4" C 29 29 31 36 W -W E 44 44 44 46 8.5 4'-2" A 16'•3' D 37 37 37 41 T-10" C 29 29 31 36 29'-7- E 45 45 45 46 9 T-11" A 15'-8" D 37 37 37 40 T-5" C 29 29 30 35 29'-0' E 45 45 45 46 9.5 3'-9" A 15'-1' D 37 37 31 40 T-1" C 29 29 30 35 28'S E 46 46 46 46 10 3.5' A 14'-7' D 38 38 38 40 6'S' C 29 29 30 35 28'-0' E 47 47 47 47 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A RAFTER FROM TABLES 1.1 TO 1.8 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 3.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 10 MPH EXPOSURE ( 40 12 Ga 3'x8' Steel C Beam Detail L18 16 Ga 3"x8" Steel C Beam Detail 1-18 Double 12 Ga 3•x8' Steel C Detail 1-8 TABLE 3.5 7 Attached Freestanding or Attached I Freestanding or Attached Freestanding 0r 22 Structure Multis an Units Structure Multis an Units Structure Multis an Units GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REO'D POST MINF1'nl 8' I 17 I 18' POST MIN FOOTS B' I 17 I 18' POST MIN DOTE B' I 1Y I 18' LOAD (FT) SPACIN FOR SPACIN POSTCONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS (PSF) ON SLAB SLAB (FT) TYPE 'd' 'd 'd' (FT) TYPE •d': 'd" 'd. 'd' (FT) TYPE -Cr 'd' FTn 42 n n in in In in in in n in 10 MPH EXPOSURE ( 40 3 6'•1' A 27-9" D 26 32 35 40 13'-1' C 22 28 3136 34 30'-0" E 28 34 38 42 4.5' 3.5 V-2" A 20'-9" D 26 31 35 39 115' C 22 27 31 35 30'-0' E 30 34 38 . 42 2' 4 4'S" A 19'-1" D 27 31 34 39 10'-1' C 22 27 30 34 30'-0' E 31 34 38 42 17 4.5 4'-0' A 17"-9" D 27 30 34 38 91-0" C 22 26 29 34 30'-0' E 33 34 38 42 17 5 Y-7" A 16'-r D 28 30 33 37 8'-1" C 22 25 29 33 30'-0' E 34 34 38 42 5.5 3'-3' A 15-7" D 28 29 33 37 T -S" C 22 25 28 32 29'5' E 35 35 38 42 63'-0" 2'-0" A 14'-9• E 28 29 32 37 V-9' C 22 24 28 32 28'•10" E 35 35 37 42 6S 7.9' A 13'-11" E 29 29 32 36 V-3' C 22 24 27 32 28'-1' F 36 36 37 42 7 7•T A 13'-3' E 29 29 32 36 V-10' C 22 24 27 31 2T•5' F 37 37 37 42 7.5 7.5" A 1 Z-0" E 29 29 31 36 V-5' C 22 23 26 31 26'-9" F 37 37 37 41 8 7.3' A 1z -r I E 29 29 31 35 6-1" C 22 23 26 31 26'-2" G 38 38 38 41 8.5 7.1' A 11'-' E 29 29 31 35 4'-10" C 22 23 26 30 25'-8" G 38 38 38 41 60 3 4'-1' A 1T-10" D 24 30 34 38 9'-1' C 19 26 29 34 30'-0" E 28 34 38 42 4.5' 3.5 3'S A 16-2" D 24 29 33 37 7'-10' C 19, 25 28 33 30'-0" E 30 34 38 42 2' 4 3'-0' A 14'-10' E 25 29 32 37 6'•10^ C 19 24 - 28 32 28'-10" E 31 34 37 42 17 4.5 7-8" A 13'-8" E 25 28 32 36 6'•1' C 19 24 27 32 2T-9" F 32 33 37 42 17 5 7.5' A 17-9" E 25 28 3136 5'S' C 19 23 26 31 26'-9" F 33 33 37 41 5.5 2'-2* A 11'-11" E 26 28 31 35 5'-0" C 19 23 26 31 25'-11" G 33 33 37 41 6 2'-0" A 11'-3" E 26 27 30 35 4'-7" C 19 23 26 30 25'-2" G 34 34 36 41 6.5 1'-10" A 1015^ E 26 27 30 35 4'-3" C 19 22 25 30 24'5" G 34 34 36 41 7 1 1'-9' A 10'•1^ E 26 27 30 34 3'-11" C 19 22 25 '30 23'-11^ G 35 35 36 40 OVER• HANG Footing Post Description Maxit"8' POST TABLE 3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES D 0.041"xWx3' Steel Clover d = FT 8' 9' 10' 11' 17 13' 14' 15' 16' 1T 18' 19' 20' 21' 22' 0' 4' 4.5' 5' 5.5' 6' 6.6 7' 7.5' 8' 8.5' 9' 9.5' - 10' 10.5' 11' 1' 4.5' 5' 5.5' 6' 6.5 T 7.6 8' 8.6 9' 9.5' 10' 10.5' 11' 11.5' 2' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8S' 9' 9.5' 10' 10.5' ill 11.5' 1 z 3' 5.5 6' 6.5' 7' 7.5' 8' 8.5 9' 9.6 10' 10.5' 11' 11.6 17 12.5' 4' 6' 6.5' T 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 13' 5' 6S' T 7.5' 8' 8.5' 9' 9S' 10' 10.5' 11' 11.5' 17 12S' 13' 13.5' TABLE 3.4 Post Requirements for Freestandin Structures Footing Post Description Maxit"8' POST 0.041"x3"x3" Steel Clover d = D 0.041"xWx3' Steel Clover d = E 3/16"x3"x3" Steel S uare d = F 3/16"x4'x4' Steel S uare d = SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.5 Lynchburg, VA 24503 5/16"x4'x4Steel S uare d = H 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 5208 Tennyson Parkway 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Plano, Texas 75024 10. USE THE APPROPRIATE DETAILS 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MS Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.5 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.net SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1398 6/1/2010 Page 14 of 59 3° I I co L1 HEADER (3004-H34 ALUM. ALLOY) FOUR #E SEE TABLE BELOW FOR 2 1 4' L� ti SCHEDULE WAOU USED W\2' X 6 1/2' RAPIERS O RAFTER & SIDEPLATES (3004-H34 ALUM. ALLOY) BRACKET USED W/ 3'x8' AND 3'x3' RAFTERS LATTICE TUBES O1.5'x1.5' e3' o/c 21x2• e4' o/c 3'x3' 616' o/c DETAIL L4 Ala* 1®1 MAX RAFTER SPACING E] 3X3 MAY SPAN 30' W/ SINGLE LATTICE RAFTERS ALL OTHERS MAY SPAN 36' W/ 3105 H24 SINGLE RAFTERS ALUM ALLOY oACj0C SPAN 48' W/ DOUBLE _ O C — M L4 POST/RAFTER/LATTICE TUBE (3004-H34 ALUM. ALLOY) RAFTER TO HEADER CONNECTION BRACKETS 6063T6 ALUM ALLOY T=0.060' E LJ USE TWO #14 SMS WHEN ATTACHING TO STEEL C BEAMS. 120 MPH REQUIRES THREE #14 SCREWS FOR TRIB WIDTHS OVER 11' 3' x 3' METAL POST DETAIL L25 11_�_EMHT 914 SMS L13 00, TWO 3/8'x4' EMBEDMENT LAG SCREW W/ 125'x, ONE 0 5L14 O ONE #8 SMS EACH RAFTER/LATTICE 1/4' LAG SCREW W/ 2.25' EMBED INTO WOOD LEDGER- 2 X DEPTH WOOD STUD SEE TABLE 7.5 COLUMN ANC4 2- FOR QUANTITY SIDE ALUM. EXISTING RAFTER STRUCTURE RAFTER HANGER 2- j100 X 1 (DETAIL L7) SDE L10 ALTERNATE RAFTER TO WALL CONN. STUD x 3' METAL POST - EIGHT 014 SMS TWD 3/8' A-307 BOLTS WITH L5'0 WASHERS UNDER BOTH HEAD Alm NUT. OTE IDI EACH SME W POST. i 1' P11n D LUMBER L DEAHG IS DOUGLAS JIDST Ot HEADER UTILITY GRAM OR BTR ATTACHED STRUCTURE TO ATTACHED STRUCTURE POST POST AND DECKING TO DECK FLOOR JOIST SEE GENERAL NOTE #19 AND LATTICE NOTE #3 UNITS MUST COMPY WITH TABLES LI AND L2 ON SHEET M5 ICC ESR 1398 6/1/2010 MAX WIND SPEED IS 90 mph EXPOSURE C OL6 LATTICE TO RAFTER CONN. `-LATTICE M. RAFTER 3/8' LAG SCREWS (2.5' OF PENETRATION INTO WALL STUD) 0 3' X 8' ALUM 1.5' Plln RAFTER BRACKET 3.00 0.72 ^1.56--{ 0.72 --i 0.93 k! —I 1-0.17 t = 0.030' ALUM = 0.040' ALUM = 0.041' STEEL 0.72 93 156 3.00 1� 0.72 L11 3" ALTERNATE POST (3105 H25 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) 3' X 8' ALUM HEADER L15 POST ALTERNATIVE FOR SLAB ATTACHMENT ONLY •J n n 914 SELF -DRILLING SCREW SEE TABLE 7.6 FOR REQUIRED FASTENERS MAXIMUM WIND C❑NDITI❑N IS 105 MPH EXPOSURE C Page 15 of 59 Engineer's Stamp 1' TWO #8 SMS, EACH SIDE 11/2' FOR 2 X RAPIERS 2 3/4' FOR 3 X RAPIERS (6063-T5 ALUM. ALLOY, 'Y= 0.0781 L7 RAFTER HANGER L= 1.92' FOR 2' X 6 1/2' RAPIERS L= 2-92' FOR 3' X 8' RAFTERS 1/4' BOLTS ASTM A307 SEE BELOW FOR QUANTITY POST DOUBLE OR SINGLE 3'XB' STEEL C BEAM. BOLT LAYOUT FOR SPLICED AND NON -SPLICE ATTACHMENT LS O Req'd Beam I# AAow able Trib Width *SP:t;,JHeader 1/4" bolt All C Beams "On Slab" 1 No. of #8 Screws 16G Steel 3x8 1 4 120 Steel 3x8 1 8 2 1 3 1 4 1 5 S NPH 0.040 Double 2x6 10P 1 13' 1 13' 1 13' Exp C 0.042 0.042"x3"x8" 5' 8' 11' 1 13' 0.042 Double 3x8 11' 1 13' 13' 1 T37- 110MPH 0.040 Double 2x6 T 11' 13' 13' Exp C 0.042 0.042x3`x8" 3' qi� 0.042 Double 3x8 T 13' 13' I I No. of #14 Screws I 120MPH 0.040 Double 2x6 8' 1Y 13' 13' &p C 1 0.042 0.042"x3"x8" 4' 6' 8' 11' 0.042 Double3XS 1 8' 17 13 I 13' LATTICE TUBES O1.5'x1.5' e3' o/c 21x2• e4' o/c 3'x3' 616' o/c DETAIL L4 Ala* 1®1 MAX RAFTER SPACING E] 3X3 MAY SPAN 30' W/ SINGLE LATTICE RAFTERS ALL OTHERS MAY SPAN 36' W/ 3105 H24 SINGLE RAFTERS ALUM ALLOY oACj0C SPAN 48' W/ DOUBLE _ O C — M L4 POST/RAFTER/LATTICE TUBE (3004-H34 ALUM. ALLOY) RAFTER TO HEADER CONNECTION BRACKETS 6063T6 ALUM ALLOY T=0.060' E LJ USE TWO #14 SMS WHEN ATTACHING TO STEEL C BEAMS. 120 MPH REQUIRES THREE #14 SCREWS FOR TRIB WIDTHS OVER 11' 3' x 3' METAL POST DETAIL L25 11_�_EMHT 914 SMS L13 00, TWO 3/8'x4' EMBEDMENT LAG SCREW W/ 125'x, ONE 0 5L14 O ONE #8 SMS EACH RAFTER/LATTICE 1/4' LAG SCREW W/ 2.25' EMBED INTO WOOD LEDGER- 2 X DEPTH WOOD STUD SEE TABLE 7.5 COLUMN ANC4 2- FOR QUANTITY SIDE ALUM. EXISTING RAFTER STRUCTURE RAFTER HANGER 2- j100 X 1 (DETAIL L7) SDE L10 ALTERNATE RAFTER TO WALL CONN. STUD x 3' METAL POST - EIGHT 014 SMS TWD 3/8' A-307 BOLTS WITH L5'0 WASHERS UNDER BOTH HEAD Alm NUT. OTE IDI EACH SME W POST. i 1' P11n D LUMBER L DEAHG IS DOUGLAS JIDST Ot HEADER UTILITY GRAM OR BTR ATTACHED STRUCTURE TO ATTACHED STRUCTURE POST POST AND DECKING TO DECK FLOOR JOIST SEE GENERAL NOTE #19 AND LATTICE NOTE #3 UNITS MUST COMPY WITH TABLES LI AND L2 ON SHEET M5 ICC ESR 1398 6/1/2010 MAX WIND SPEED IS 90 mph EXPOSURE C OL6 LATTICE TO RAFTER CONN. `-LATTICE M. RAFTER 3/8' LAG SCREWS (2.5' OF PENETRATION INTO WALL STUD) 0 3' X 8' ALUM 1.5' Plln RAFTER BRACKET 3.00 0.72 ^1.56--{ 0.72 --i 0.93 k! —I 1-0.17 t = 0.030' ALUM = 0.040' ALUM = 0.041' STEEL 0.72 93 156 3.00 1� 0.72 L11 3" ALTERNATE POST (3105 H25 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) 3' X 8' ALUM HEADER L15 POST ALTERNATIVE FOR SLAB ATTACHMENT ONLY •J n n 914 SELF -DRILLING SCREW SEE TABLE 7.6 FOR REQUIRED FASTENERS MAXIMUM WIND C❑NDITI❑N IS 105 MPH EXPOSURE C Page 15 of 59 Engineer's Stamp 1' TWO #8 SMS, EACH SIDE 11/2' FOR 2 X RAPIERS 2 3/4' FOR 3 X RAPIERS (6063-T5 ALUM. ALLOY, 'Y= 0.0781 L7 RAFTER HANGER L= 1.92' FOR 2' X 6 1/2' RAPIERS L= 2-92' FOR 3' X 8' RAFTERS 1/4' BOLTS ASTM A307 SEE BELOW FOR QUANTITY POST DOUBLE OR SINGLE 3'XB' STEEL C BEAM. BOLT LAYOUT FOR SPLICED AND NON -SPLICE ATTACHMENT LS O 0 0 0 5' 0 0 0.040'x2'x6.625' DOUBLE HEADER 0.041'x3'x3' STEEL POST ft6' EIGHT #14 SMS 0.042'x3'x8' DOUBLE HEADER 0.04I'xc3'x3 t' STEEL POST 6 �'�'�i�` s`ssemaX SUIT E 100 YSON PARKWAY t �=� BUQ DSC PRODUCTS, UVC PLANO, TEXAS 75024 NTS I For 'Va'G � & CommerciaFLattice Structures E TO1-2006 1 of 3 Req'd Beam I# of Type 1/4" bolt All C Beams "On Slab" 1 4 16G Steel 3x8 1 4 120 Steel 3x8 1 8 Double 12G Steel 3x8 1 8 0 0 0 5' 0 0 0.040'x2'x6.625' DOUBLE HEADER 0.041'x3'x3' STEEL POST ft6' EIGHT #14 SMS 0.042'x3'x8' DOUBLE HEADER 0.04I'xc3'x3 t' STEEL POST 6 �'�'�i�` s`ssemaX SUIT E 100 YSON PARKWAY t �=� BUQ DSC PRODUCTS, UVC PLANO, TEXAS 75024 NTS I For 'Va'G � & CommerciaFLattice Structures E TO1-2006 1 of 3 ALTERNATE 3' SQ POST 3/8' BOLTS W/ 1' DIA. CONNECTOR BRACKET L16 x 3/32' THK. STL. WASHER (6063T6 ALUM)TO 8' STEEL 'C' BEAM IF DETAIL L29 IS NOT 5.5" SEE TABLE 7.4 COLUMN 'N' USED ATTACH SIDEFOR QUANTITY TPLATES AS PER DETAIL 1.575" 2.aa3" FOR #14 SELF DRILLING L26 SCREWS SEE TABLE 7.4 COLUMN 'O'. 0.094 1 0.750" 2.25' 1, 1ZI 0.750" .019413/8' BOLTS SEE TABLE 7.3 COLUMN 'H' FOR QUANTITY OR #14 SELF DRILLING SCREWS 0.041x3'x3' STEEL POST SEE TABLE 7.3 COLUMN 'G' FOR QUANTITY DETAIL 3" X 8" — 1 FOR ATTACHED STRUCTURES POST TO WRAPPED 3" X 8" X 12 or 16 GA.Lj 9 HEADER SPLICE DETAIL 'C' BEAM HEADER CONNECTIONS 3"X 8" BOX BEAM WRAP 12 (t=0.105') OR kUGE (t=0.0591) - C BEAM 60 KSI w� BL18 3" X 8" X 12, 16 GA. STL. 'C' BEAM WRAP W/ 3" X 8" ALUM. BOX BEAM 3" OR 4" 3" or 4" or L21 3' OR 4' ASTM A500 GRADE A STEEL POST SEE GENERAL NOTE #9 FOR CORR❑SI❑N PR❑TECTI❑N ICC ESR 1398 6/1/2010 1.25" min Three A"O X5" I RAFTER LAG SCREWS DETAIL "A" 2x DF WOOD FASCIA 2"x WOOD FRAMING SEE TAIIL DOUGLAS FIR -LARCH L17 'ROW #2 OR CHANGERR FOR MAXIMUM SEE TABLE 7.6 FM FASTENER OVERHANG SEE Sq®14E SCHEDULE O RIGHT ALTERNATE EAVE ATTACHMENT 2- 14 SI SIDE 3' X 8" HEADE 0 2- 2' X 6 I 2' SIDEPIATES OONNEE DCH SIDE OF 3'X 3' POST Seal with permanently flhxlble & waterproof sealant 2' x 6' Ledger Board (optional for lattice patio cover If LAG SCREWS use 1'0 washers 2' x 4' Stud to attach rafter brackets 1.00'min• 1/4' Lag Screw I 3.5'MIN I I I I ASTLATTICE COVER PER L7 Completely Seal with permanently flexible & waterproof sealant 2.5' MIN PENETRATION J 1.00'min• INTO WOOD FRAMING �2 STUCCO ATTACHMENT DETAIL WITH LEDGER BOARD Synthetic Stucco or other non-structural covering (1' max. thick) Sheathing Live/Snow Load Solid Com Wird RAFTER SIZE MAX DISTANCE TO FIRST ROW OF POSTS "U" I EAVE OVERHANG �- (24" OIC) 6" 12" 1 . lEr 24•• 30" 10 psi 2x4 21'-0' 20'-9' 12'-0- T-2• 3'4r 2x6 21'-0'21'-0' 21'-0' 21-0' 1T-2' Lattice=105ExpC 2.8 21'-0' 21'-0' 21'-0' 21 —0' 21'-0' 10 psi 2x4 21'4 19'-3• I t'' s r -T 3'_9• 2x6 21'-0• 21'-0'z1-0•21-0' 167-7- Lattice=110ExpC 2x8 21'-0' 21'-0' 21'-0' 2/ a 21'-0' 20 psf 2x4 141-0- 10'4- 6'-0' 3'-r 1'-10• 2x8 14'-0- 14'-0• 14'-0- 11'-11' 9-7 Lattice= 130 Exp C 2x8 14'-0" 14'-0• 14'dr 14'-0' 14'-0• 25 psi 2x4 15'-4' 11'4' 6'-6" T-9- 1' -11 - US 15.4- 15'4' 1514- 137-W 9-3- 2x8 15-4- 15=4' 15-4- 15'-0- 15'4- 30 psf 2x4 17-10' 9=31 5-1- Z-9- a-0" 2x6 17-10" 12'-10- 17-10' 10'S• T-3' 98 17-10 121-10• 17-10 12'-10 12':10- 40 psf 2x4 9'-r 6'4- 3'-5- 0'-W V -W 2x6 9'-r 9'-7 9-7- r-3• 4'$ 2x8 T -r 5-7- 9'-7- 60 ps! _2x4_ '-2x6 61-5" '6•-5a . 4-0' _fi_5_.— V.- ..-5 �. U-01 4,;" T-0" 2-2' 2x6 6•-5- 675' 6'-5 6'-5' 6' -5 - BE 14 SMS �- 3" X 8" BOX BEAM HEADER ALUM. "H" �' 6" �- BRACKET 0,041'x3"x3" STEEL POST °60 .. a-, ALUMINUM "H" BRACKET FOR CONNECTING POST TO HEADER (6063T5 ALUM ALLOY) THIS DETAIL MAY ONLY BE USED WITH DETAIL L29 s I 1 11111i1•1111sQ 11 5208 TENNYSON PARKWAY SUITE 100 BUILDBVCPRODUCTS,BIC PLANO, TEXAS 75024 SEE ALLOWABLE DISTANCE TO'NTS Component Parts & Connection Details TABLE FIRST 707 OF POSTS IN Page 16 of 59 For Patio & Commercial Lattice Structures Engineers Stamp j e LT02-2006 2 of 3 Alun. 2' x 6.5' SIDEPLATES (3004-H34 ALUM. ALLOY) Lattice Solid Par U.U4Z x3Xtf-- Lattice o . t 1 Alun. Solid Panels I 6" MIN #8 SMS 3' x 8' Header #2 3' x 8' Header #1 I I (0.042') (0.042') 2' x 6' Side Plate EACHRSIDE FDS I I 2" MIN #14 EACH HEADER I 3'x8'H 3"x3" POST I I 3"x3" I I I 2x6.5" SIDEPLF I I FOUR #14 SO SCREWS EACH SIDE FOR 110 MPH EXP C SLAB ATTACHMENT AND UP TO d=28' FOOTING. y" & GALVANIZED HILTI HIT—HY 150 MAX ADHESIVE ANCHOR (ICC ESR 2262) W/ 2.25' EMBED AND V 0 WASHER OR EQUIVALENT L25 �S� ti9 ALUMINUM BRACKET FOR CONNECTING POST TO FO❑TING OR SLAB (6063-T6 ALUM ALLOY) 3"X 3"2"X 6.625" POST ISIDEPLATES ALUM. FOOTING BRACKET SINGLE SPAN ATTACHED UNITS ONLY . ;o 7atTN REQUIRES SIDEPLATES AS SHOWN IN DETAIL L26 SLAB OR FOOG ALTERNATE 1.5" 3"x3" ALUMINUM RAFTER L30 RAFTER �i #10 OR #14 SMS ATTACHMENT LATTICE HEADER TOP MOUNT BRACKET 0.21' STEEL Fy = 33 ksi 8. BRACKET IS 1.094' WIDE ALUM \-�2xe LMGM WNW (SPO RAFTER NANM 0100a- Saw" SMS TOP MOUNT /rte• r+"" 0 ALTERNATIVE SPLICE FOR ATTACHED UNITS ICC ESR 1398 6/1/2010 0.042"0"x8" 2 1/8. 1 r 2 1/8- Wind Speed OR SIDE MOUNT 6" MIN rr 0.024* 1.21 .50• 2-X 6 1/2-X .024- 0.024' ALUM. SIDEPLATE 0.024" 3" x 8" HEADER 65/8" CONNECTION CONNECTION #14 x 3/4' TEK 3• FOUR- #14 SMS 16•-6" I lr-a• EACH SIDE, SPACED EVENLY + . 110 mph Exp C + + 6 5/8- I L2 6 6063T5 ALUMINUM 3" 1 WITH L ma�-�—j I L. Z3'SQUARE COLUMN L24 (3004-1-134 ALUM. ALLOY) Alun. 2' x 6.5' SIDEPLATES (3004-H34 ALUM. ALLOY) Lattice Solid Par U.U4Z x3Xtf-- Lattice o . t 1 Alun. Solid Panels I 6" MIN #8 SMS 3' x 8' Header #2 3' x 8' Header #1 I I (0.042') (0.042') 2' x 6' Side Plate EACHRSIDE FDS I I 2" MIN #14 EACH HEADER I 3'x8'H 3"x3" POST I I 3"x3" I I I 2x6.5" SIDEPLF I I FOUR #14 SO SCREWS EACH SIDE FOR 110 MPH EXP C SLAB ATTACHMENT AND UP TO d=28' FOOTING. y" & GALVANIZED HILTI HIT—HY 150 MAX ADHESIVE ANCHOR (ICC ESR 2262) W/ 2.25' EMBED AND V 0 WASHER OR EQUIVALENT L25 �S� ti9 ALUMINUM BRACKET FOR CONNECTING POST TO FO❑TING OR SLAB (6063-T6 ALUM ALLOY) 3"X 3"2"X 6.625" POST ISIDEPLATES ALUM. FOOTING BRACKET SINGLE SPAN ATTACHED UNITS ONLY . ;o 7atTN REQUIRES SIDEPLATES AS SHOWN IN DETAIL L26 SLAB OR FOOG ALTERNATE 1.5" 3"x3" ALUMINUM RAFTER L30 RAFTER �i #10 OR #14 SMS ATTACHMENT LATTICE HEADER TOP MOUNT BRACKET 0.21' STEEL Fy = 33 ksi 8. BRACKET IS 1.094' WIDE ALUM \-�2xe LMGM WNW (SPO RAFTER NANM 0100a- Saw" SMS TOP MOUNT /rte• r+"" 0 ALTERNATIVE SPLICE FOR ATTACHED UNITS ICC ESR 1398 6/1/2010 0.042"0"x8" m'n 4- #14 SMS HEADER 14" EACH SIDE Wind Speed OR SIDE MOUNT 6" MIN rr 16" o/c 124"o1c 1.21 .50• 2-X 6 1/2-X .024- ♦ —1. 2.75• F] ALUM. SIDEPLATE 1.080 • 3" x 8" HEADER 0.078-1� 0 1.0* CONNECTION CONNECTION #14 x 3/4' TEK FOUR- #14 SMS 16•-6" I lr-a• EACH SIDE, SPACED EVENLY + . 110 mph Exp C + + 20 I L2 6 6063T5 ALUMINUM BRACKET WITH SIDEPLATES Live MAX "L" FOR TOP Load Wind Speed OR SIDE MOUNT (ps1) and Exposure 16" o/c 124"o1c 10 105 mph Exp B 21'-6'• 1 14•-s'• 110 mph Exp B 20'-9• 13•40" 90 mph Exp C 2r•9' 105 mph Exp C 16•-6" I lr-a• 110 mph Exp C 1s•-011 i 10•-0'• 20 1 110 mph Exp C 1r - Ftp NOT ALLOWED IN SNOW LOAD AREAS. L i* SEE GENERAL NOTE #9 FOR TrATrACHPER CORROSION PROTECTI❑N 7.5 EXISTING EAVE I— WOOD FRAMING I ALL HOUSE PENETRATIONS ALUM MUST BE COMPLETELY AND RAFTS PERMANENTLY SEALED r66#10X1.5" SCREWS ( A PLACES /� X 0.125" STEEL (Fy = 33 KSI) BRACKET 1- SPACING LZH BETWEEN SCREWS EAVE ATTACHMENT EAVE OVERHANG AND 'L' MUST ALSO COMPLY WITH DETAIL L17 LEDGER BOARD Page 17 of 59 STEEL 3/8' x 9' STEEL REBAR EMBEDDED AT 3.5" CONCRETH SLAB REQUIRED FOR CONSTRAINED 'B' DEPTH R d < 33' B = 9' G I� B d<38' B=12' d < 46' B = 18' D 4 d<51' B=24. d 3" o a D 4 CONCRETE FOOTING L29 d FREESTANDING OR ATTACHED STRUCTURE COLUMN TO FOOTING CONNECTION DETAIL a Engineer's Stamp ,�'T♦`�.�fterisdX 5208 TENNYSON PARKWAY Com'/ G PRODUCTS, BVC SUITE 100 PLANO. TEXAS 75024 BEJ/( NTS 3of3 SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge 2.5" x6" Super Six Multis an ps in 85 90 85 90 3.5"x12" Super 12 Multis an in 85 90 85 90 ps 2.5" x 12" Mark X Multis an ps in 85 90 85 90 2"x6" Flat Panel Multis an 0.018 11'-2" 10'-6" T-7" T-2" 10 0.018 ' 10'-6" 5'-10" 5'-2" Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Amerimax Building Products 0.024 13'-7" 12'-9" PU7�'� 10'-8" LIVE Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C 5208 Tennyson Parkway 12'-6" 11'-10" MAX 0.032 17'-4" 16'-3" 14'-5" s in 85 90 85 90 ps in 85 90 85 90 ps in 85 90 85 90 ps in 85 90 85 90 Plano, Texas 75024 0.032 0.036 20'-6" 19'-9" 138 17'-1" MAX 10 0.018 11'-1" 10'-5" 9'-3" 8'-9" 10 0.018 9'-2" 8'-6" T-2" 6'-7" 10 0.018 8'-1" 8'-1" T-6" T-0" 10 0.018 11'-7" 11'-1" 9'-10" 9'-3" 0.018 7'-4" 6-11" 6'-2" V-10" 20 0.018 10'-0" LIVE 0.024 13'-3" 12'4" 11'-4" 10'-8" LIVE 0.024 13'-8" 12'4" 11'-2" 10'-5" LIVE 0.024 11'-3" 11'-3" 10'-2" 9'-7" LIVE 0.024 14'-7" 14'-1" 12'-6" 11'-9" Carl Putnam, P. E. 12'-0" 11'-10" MAX 0.032 15'-10" 15'-10" 14'-5" 13'-7" 0.032 16'-7" 16'4" 14'-5" 13'-7" 14'-5" 0.032 18'-9" 17'-11" 15'-10" 14'-11" 12'-5" 0.032 15'-3" 14'-8" 13'-7" 12'-10" 13'-2" 0.032 16'-3" 15'-7" 14'-6" 14'-0" 3441 Ivylink Place 15'-0" 0.036 15'-4" CSV 15'4" 15'-4" 0.036 18'-2" 18'-1" 16'4" 15'4" 0.036 20'4" 19'4- 18'-1" 17'4" 25 0.036 15'-10" 15'4" 14'-2" 13'-7" 25 0.036 16'-11" 16'4" 15'-1" 14'-6" Lynchburg, VA 24503 0.018 7'-4" 6-11" 6'-2" 5'-10" 25 0.018 20 0.018 T-11" T-11" T-11" T-11" 20 0.018 5'-9" 5'-9" 5'-9" 5'4" 20 0.018 5'-4" 6-4" 5'-4" 64" 20 0.018 8'-2" 8'-2" 8'-2" 8'-2" (434) 384-2514 11'-7" 11'-2" 10'-10" ` 15'-3" 15'-3" LIVE 0.024 9'-6" 9'-6" 9'-6" 9'-6" LIVE 0.024 9'-4" 9'-4" 9'-4" 9'4" LIVE 0.024 T-7" T-7" T-7" T-7" LIVE 0.024 10'-5" 10'-5" 10'-5" 10'-5" carlautnamC&comcast.net 14'-10" June 24, 2010 1 14'4" 13'4" 13'-2" 0.032 12'-0" 12'-0" 12'-0" 12'-0" 8'-5" 0.032 13'-3" 13'-3" 13'-3" 13'-3" 11'-7" 0.032 10'-7" 10'-7" 10'-7" 10'-7" T-2" 0.032 13'-2" 13'-2" 13'-2" 13'-2" T-0" 30 0.018 7'-4" 5'-11" 6'-2" 5'-10" 30 0.018 0.036 13'4" 13'4" 13'-2" 13'-2" 0.024 .0.036 14--11",14--11" 14'-11" 14'-11" 11' 4" 0.036 11'-7" 11'-7" 11'-7" 11'-7" 10'-8" 0.036 13'4" 13'4" 13'-8" 13'-8" MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#10 SCREWS 0.024 25 0.018 T-5" T-5" T-1" 6'-9" 25 0.018 5'-3" 5'-3" T-10" T-7" 25 0.018 4'-7" 4'-3" 3'-10" T-7" 25 0.018 T-9" T-9" 7'-4" 6'-11" FOR PANEUHEADER COMBINATIONS 11'-11" 11'-11" 11'-11" Table 4.9 0.036 0.024 9'-0" 9'-0" 8'4" 8'-2" 0.036 0.024 8'-8" 8'-8" 8'-2" T-8" 0.036 0.024 T-1" T-1" 6'-8" 6'-3" 0.036 0.024 9'-10" 9'-10" 9'4" 8'-11" Panel # of #10 screws PER FOOT to attach panel to header 8'-10" 0.032 11'-4" 11'-4" 10'-9" 10'4" T-7" 0.032 12'-5" 12'-5" 11'-9" 11'-2" T-2" 0.032 9'-11" 9'-11" 9'-4" 8'-10" T-7" 0.032 12'-6" 12'-6" 11'-11" 11'4" Headers Gauge 1 1 2 I 3 2 3 4 2 1 3 1 4 5 9'-1" 0.036 12'-5" 12'-5" 11'-10" 1 11'-4" 8'-7" 0.036 14'-1" 14'-1" 13'-4" 1 12'4" 9'-7" 0.036 10'-10" 10'-10" 10'4" 9'-8" 12'-8" 0.036 13'-2" 13'-2" 12'-9" 1 12'-4" in 90 mph Ex B 90 m h Exp C 110 mph Ex C 30 0.018 6-9" 6'-9" 6'-9" 6'-9" 30 0.018 4'-5" 4'-1" YAW T-4" 30 0.018 4'-3" 4'-0" 3'-10" T-5" 30 0.018 6'-11" 6-11" 6'-11" 6-11" Dble 2x6.625 0.018 3' 7' MAX 5' MAX MAX 3' 5' MAX MAX 60 0.024 8'-2" 8'-2" 8'-2" 8'-2" 60 0.024 T-8" T-8" T-8" T-8" 60 0.024 6'-3" 6'-3" 6'-3" 6'-3" 60 0.024 8'-11" 8'-11" V-11" 8'-11" RF Fascia 0.018 3' MAX MAX MAX MAX MAX 3' MAX MAX MAX 0.032 10'-3" 10'-3" 10'-3" 10'-3" 0.032 11'-2" 11'-2" 11'-2" 11'-2" 0.032 8'-10" V-10" 8'-10" V-10" 0.032 11'-4" 11'-4" 11'-4" 11'-4" 3x8 0.018 3' 7' MAX 5' MAX MAX 3' 5' MAX MAX 0.036 11'-4" 11'-4" 11'-4" 11'-4" 0.036 12'-8" 12'-8" 12'-8" 12'-8" 0.036 9'-8" 9'-8" 9'-8" 9'-8" 0.036 174' 12'-4" 12'-4" 12'-4" All Others 0.018 3' 7' MAX 5' MAX MAX 3' 5' MAX MAX 40 0.018 5'-11" 5'-11" 5'-11" 5'-11" 40 0.018 T-7" T-7" 3'-4" 3'-2" 40 0.018 T-7" T-7" T-5" T-3" 40 0.018 6'-1" 6'-1" 6'-1" 6'-1" Dble 2x6.625 0.024 4' 8' MAX 6' 9' MAX 4' 6' MAX MAX 0.024 7'-3" 7'-3" 7'-3" 7'-3" 0.024 6'-7" 6'-7" 6'-7" 6'-7" 0.024 5'-4" 5'-4" 5'-4" 5'-4" 0.024 T-10" T-10" T-10" T-10" RF Fascia 0.024 4' MAX MAX 6' MAX MAX 4' MAX MAX MAX 0.032 9'-1" 9'-1" 9'-1" 9'-1" 0.032 9'-10" 9'-10" V-10" 9'-10" 0.032 T-8" T-8" T-8" T-8" 0.032 10'-1" 10'-1" 10'-1" 10'-1" 3x8 0.024 4' 8' MAX 6' 9' MAX 4' 6' MAX MAX 0.036 10'-1" 10'-1" 10'-1" 10'-1" 0.036 11'-2" 11'-2" 11'4" 11'4" 0.036 8'-5" 8'-5" 8'-5" 8'-5" 0.036 11'-1" 11'-1" 11'-1" 11'-1" All Others 0.024 4' 8' MAX 6' 9' MAX 4' 6' MAX MAX 60 0.018 4'-10" 4'-10" 4'-10" 4'-10" 60 0.018 2'-6" 2'-6" 2'-6" 2'-4" 60 0.018 2'-8" 2'-8" 2'-8" 2'-8" 60 0.018 4'-11" 4'-11" 4'-11" 4'-11" Dble 2x6.625 0.032 5' 10' MAX 7' 10' MAX 5' 7' 9' MAX 0.024 5'-11" 5'-11" 5'-11" 5'-11" 0.024 4'-11" 4'-11" 4'-11" 4'-11" 0.024 4'-1" 4'-1" 4'-1" 4'-1" 0.024 6' 4" 6'_ 6' 4" 6' 4" RF Fascia 0.032 4' 9' MAX 6' MAX MAX 4' 6' MAX MAX 0.032 T-5" T-5" T-5" T-5" 0.032 T-10" T-10" T-10" T-10" 0.032 6'-0" V-0" 6'-0" 6-0" 0.032 8'-2" 8'-2" 8'-2" 8'-2" 3x8 0.032 5' 10' MAX 7' 11' MAX 5' 7' MAX MAX 0.036 8'-3" 8'-3" 8'-3" 8'-3" 0.036 8'-11" 8'-11" 8'-11" 8'-11" 0.036 6'-7" 6'-7" 6'-7" 6'-7" 0.036 9'-0" 9'-0" 9'4" 9'4" All Others 0.032 6' 11' MAX 8' 12' MAX 5' 8' MAX MAX TABLE 4.1 TABLE 4.2 TABLE 4.3 TABLE 4.4 Dble 2x6.625 0.036 5' 10' MAX 7' 10' MAX 5' 7' 9' - MAX SINGLE SPAN TABLES NOTE: PANELS MAY OVERHANG 25% OF THEIR CLEARSPAN RF Fascia 0.036 4' 9' MAX 6' MAX MAX 4' 6' MAX MAX 2.5" x6" Super Six Single Span) 3.5"x12" Super 12 Sin le Span) 2.5" x 12" Mark X Single Span 2"x6" Flat Panel Single Span) 3x8 0.036 5' 10' MAX 7' 11' MAX 5' T 10' MAX Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure BExposure C ps in 85 90 85 90 ps in 85 90 85 90 ps in 85 90 85 90 ps in 85 90 85 90 10 0.018 11'-2" 10'-6" T-7" T-2" 10 0.018 11'-2" 10'-6" 5'-10" 5'-2" 10 0.018 7'-4" 6'-11" 6'-2" 5'-10" 10 0.018 11'-9" 11'-1" 8'-0" T-7" LIVE 0.024 13'-7" 12'-9" 11'-4" 10'-8" LIVE 0.024 14'-5" 13'-7" 12'-1" 11'-5" LIVE 0.024 12'-2" 11'-5" 8'-3" T-9" LIVE 0.024 14'-7" 14'-1" 12'-6" 11'-10" MAX 0.032 17'-4" 16'-3" 14'-5" 13'-7" 0.024 0.032 19'-5" 18'-4" 16-3" 15'-4" MAX 0.032 15'-3" 14'-8" 13'-7" 12'-11" 0.024 0.032 16'-3" 15'-7" 14'-6" 14'-0" MAX 0.036 19'-3" 18'-1" 16'-0" 15'-0" 0.032 0.036 20'-6" 19'-9" 18'-2" 17'-1" MAX 0.036 15'-10" 15'-3" 14'-2" 13'-7" 0.032 0.036 16'-0" 16-0" 15'-1" 14'-6" 20 0.018 11'-2" 10'-6" T-7" T-2" 20 0.018 6'-8" 6'-8" 5'-10" 5'-2" 20 0.018 7'-4" 6-11" 6'-2" V-10" 20 0.018 10'-0" 10'-0" 8'4" T-7" LIVE 0.024 13'-7" 12'-9" 11'-4" 10'-8" LIVE 0.024 12'-5" 12'-5" 12'-1" 11'-5" LIVE 0.024 11'-4" 11'-4" 8'-3" T-9" LIVE 0.024 12'-0" 12'-0" 12'-0" 11'-10" MAX 0.032 15'-10" 15'-10" 14'-5" 13'-7" 0.036 0.032 14'-5" 14'-5" 14'-5" 14'-5" MAX 0.032 12'-5" 12'-5" 12'-5" 12'-5" 0.036 0.032 13'-2" 13'-2" 13'-2" 13--2-- 3'-2"0.036 MAX 0.036 16'-5" 16'-5" 16'4" 15'-0" 0.036 15'-4" 15'-4" 15'4" 15'-4" 0.036 11'-7" 11'-7" 11'-7" 11'-7" 0.036 12'-11" 12'-11" 12'-11" 12'-11" 25 0.018 10'-11" 10'-6" T-7" T-2" 25 0.018 6-4" 4'-1" 3'-4" T-2" 25 0.018 7'-4" 6-11" 6'-2" 5'-10" 25 0.018 9'-0" 8'-7" T-11" T-7" 0.024 13'-2" 12'-9" 11'-4" 10'-8" 0.024 11'-9" 11'-9" 11'-2" 10'-8" 0.024 10'-8" 10'-8" 8'-3" T-9" 0.024 11'-7" 11'-7" 11'-2" 10'-10" 0.032 15'-3" 15'-3" 14'-5" 13'-7" 0.032 13'-8" 13'-8" 13'-0" 12'4" 0.032 11'-11" 11'-11" 11'-6" 11'-2" 0.032 12'-8" 12'-8" 12'-3" 11'-11" 0.036 15'-10" 15'-10" 16-4" 14'-10" 0.036 14'-6" 1 14'4" 13'4" 13'-2" 0.036 10'-10" 10'-10" 8'-9" 8'-5" 0.036 12'-5" 12'-5" 12'-0" 11'-7" 30 0.018 V-11" 9'-6" .7'-7" T-2" 30 0.018 4'-1" T-10" T-2" T-0" 30 0.018 7'-4" 5'-11" 6'-2" 5'-10" 30 0.018 8'-7" 8'-3" T-11" 7'-4" 0.024 11'-11" 11'-11" 11' 4" 10'-8" 0.024 10'-8" 10'-8" 10'-8" 10'-8" 0.024 9'-8" 9'-3" 8'-3" 7'-9" 0.024 10'-10" 10'-10" 10'-10" 10'-10" 0.032 14'-3" 14'-3" 14'-3" 13'-7" 0.032 12'-4" 12'-4" 12'4" 12'-4" 0.032 11'-2" 11'-2" 11'-2" 11'4" 0.032 11'-11" 11'-11" 11'-11" 11'-11" 0.036 14'-10" 14'-10" 14'-10" 14'-10" 0.036 13'-2" 13'-2" 13'-2" 13'-2" 0.036 9'-8" 9'4" 8'4" 8'-1" 0.036 11'-7" 11'-7" 11'-7" 11'-7" 40 0.018 8'-10" 8'-10" T-7" T-2" 40 0.018 T-7" 3'-7" T-0" T-10" 40 0.018 T-2" 6'-11" 6'-2" 5-10" 40 0.018 T-7" T-7" 7'4" T-2" 0.024 10'-7" 10'-7" 10'-7" 10'-7" 0.024 9'-1" 9'-1" 8'-6" T-11" 0.024 8'-7" 8'-7" 8'-3" T-9" 0.024 9'-7" 9'-7" 9'-3" 9'-0" 0.032 12'-8" 12'-8" 12'-8" 12'-8" 0.032 11'-0" 11'-0" 11'-0" 11'-0" 0.032 10'-3" 10'-3" 9'-10" 9'-7" 0.032 11'-0" 11'-0" 11'-0" 11'-0" 0.036 13'-6" 13'-6" 13'-6" 13'-6" 0.036 11'4" 11'4" 11'-8" 11'-8" 0.036 8'-5" 8'-5" 8'-1" T-9" 0.036 10'-4" 10'-4" 10%0" 9'-8" 60 0.018 T-3" T-3" 7'-3" 7'-2" 60 0.018 2'-6" 2'-6" 2'-5" 2'-5" 60 0.018 5'-2" 5'-2" 5'-2" 4'-11" 60 0.018 6'-3" 6'-3" 6'-3" 6'-3" 0.024 8'-8" 8'-8" 8'-8" 8'-8" 0.024 6'-1" 6'-1" 6'-1" 6'-1" 0.024 T-0" T-0" T-0" 7'-0" 0.024 T-10" T-10" T-10" T-10" 0.032 10'-5" 10'-5" 10'-5" 10'-5" 0.032 9'-0" 9'-0" 9'-0" 9'-0" 0.032 8' 4" 8' 4" 8' 4" 8' 4" 0.032 9'-5" 9'-5" 9'-5" 9'-5" 0.036 11'-1" 11'-1" 11'-1" 11'-1" 0.036 9'-7" 9'-7" 9'-7" 9'-7" 0.036 1 6'-7" 1 6-7" 6'-7" 6'-7" 0.036 1 8'-6" 1 8'-6" 8'-6" 8'-6" All Others 0.036 6' 13' MAX 9' MAX MAX 6 9' MAX MAX 'MAX' means the maximum possible tributary width MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#14 SCREWS FOR PANEL/HEADER COMBINATIONS Table 4.10 Panel # of #14 screws PER FOOT to attach panel to header Headers Gauge 1 2 I 1 I 2 I 3 1 I 2 I 3 I 4 in 90 mph Exp B 90 mph Exp C 110 mph Exp C Dble 2x6.625 0.018 7' MAX 5' MAX MAX 3' MAX MAX MAX RF Fascia 0.018 MAX MAX 4' MAX MAX 3' MAX MAX MAX 3x8 0.018 7' MAX 5' MAX MAX 3' MAX MAX MAX All Others 0.018 7' MAX 5' MAX MAX 3' MAX MAX MAX Dble 2x6.625 0.024 7' MAX 5' MAX MAX 3' 6' MAX MAX RF Fascia 0.024 6' MAX 4' MAX MAX 3' MAX MAX MAX '', 3x8 0.024 7' MAX 5' MAX MAX 3' 7' MAX MAX All Others 0.024 9' MAX 6' MAX MAX 4' MAX MAX MAX Dble 2x6.625 0.032 7' MAX 5' 9' MAX 3' 6' 10' MAX RF Fascia 0.032 6' MAX 4' MAX MAX 3' 6' MAX MAX 3x8 0.032 7' MAX 5' 10' MAX 3' 7' MAX MAX All Others 0.032 11' MAX 8' MAX MAX 5' MAX MAX MAX Dble 2x6.625 0.036 7 -MAX 5' 9' MAX 3' 6' 10' MAX RF Fascia 0.036 6' MAX 4' 8' MAX 3' 6' MAX MAX { 3x8 0.036 7' MAX 5' 10' MAX 3' 7' 10' MAX All Others 0.036 12' MAX 8' MAX MAX 5' 11' MAX MAX BLE 4.5 TABLE 4.6 E 4.7 TABLE 4.8 i SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES FOR HIGH WINDS Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C 1 Snow Load ray Exp B Exposure C Snow Load 2.5" x6" Super Six Multispan Exp B Exposure C 1 s in 3.5"x12" Super 12 Multispan Panel Wind Speed and Exposure 2.5" x 12" Mark Ground X Multis Panel an Wind Speed and Exposure 2"x6" Flat Panel Ground Multis Panel an Wind Speed and Exposure Amerimax Building Products+ 10 0.018 pU 6-5" 6-1" V-10" Ground Panel Wind Speed and Exposure Ground Snow Load Gauge Exp B 1 Exposure 5'-8" C Snow Load Gauge Exp B Exposure 0.018 C Snow Load Gauge Exp B 1 Exposure 0.024 C Snow Load Gauge Exp B Exposure 1 C 5208 Tennyson Parkway 8'-4" T-11" T-7" LIVE 39 M. 7'-0" s in 110 100 105 110 s in 0.0186'-3" 110 100 5'-6" 105 5'-1" 110 4'-9" s 10 in 0.018 110 6'-9" 100 6'-3" 105 6'-0" 110 5'-8" ps 10 in 0.018 110 8'-11" 100 8'-3" 105 T-10" 110 T-6" Plano, Texas 75024 10'-6" 9' 0.032 13'-8" 13'-0" # . 10 0.018 8'-5" T-9" T-5" 7'-0" 10 LIVE 0.024 10'4' 9'-6" 9'-0" V-7" LIVE 0.024 10'-0" 9'-2" 8'-7" 8'-1" LIVE 0.024 9'-3" 8'-7" 8'-1" 7'-9" LIVE 0.024 11'-5" 10'-6" 10'-0" 9'-7" Carl Putnam, P. E. 2'-5" 2'-1" # V-8" 20 0.018 5'-8" 64" 0.032 13'-1" 12'-1" 11'-6" 10'-11" 6'-9" 0.032 14'-4" 13'-3" 12'-7" 11'-11" T-9" 0.032 12'-5" 11'-6" 10'-11" 10'-5" 8'-4" 0.032 13'-8" 13'-0" 12'-7" 12'-2" 3441 Ivylink Place 6'-8" 6'4" LIVE C11 11'-5" 10'-7" 8'-2" 11'-10" 0.036 14'-6" 13'-5" 12'-9" 12'-1" 11'-0" 0.036 0.018 16'-5" 5'-9" 15'-2" 5-6" 14'-4" 5'-1" 13'-8" 4'-9" 20 0.036 0.018 13'-4" 64" 174" 5'-4" 11'-11" 5'-4" 11'-5" 5'4" 20 0.036 0.018 14'-3" 8'-2" 13'-6" 8'-2" 13'-1" T-10" 12'-8" 1 T-6" Lynchburg, VA 24503 (434) 384-2514 0.036 14'-6" C June 24, L 2010 12'-2" 20 0.018 7'-11" T-9" T-5" 7'-0" 20 LIVE 0.024 9'-6" V-6" 9'-0" 8'-7" LIVE 0.024 9'-4" 9'-2" 8'-7" 8'-1" LIVE 0.024 T-7" 7'-7" T-7" T-7" LIVE 0.024 10'-5" 10'-5" 10'4" 9'-7" cariautnamAcomcast.net 5'-3" 3' 4" 3' 4" 25 0.018 7' 4" 6'-9" 6'-5" 0.032 12'-0" 12'-0" 11'-6" 10'-11" 7'4" 0.032 13'-3" 13'-3" 12'-7" 11'-11" T-1" 0.032 10'-7" 10'-7" 10'-7" 10'-5" 6'4" 0.032 13'-2" 13'-0" 12'-7" 12'-2" 8'-2" 10'-10" 0.032 13'-1" 12'-2" 11'-6" 11'4" 0.036 13'-2" 13'4" 12'-9" 12'-1" 0.036 0.018 14'-11" 3'-4" 14'-11" T-2" 14'-4" T-10" 13'-8" 2'-8" 25 0.036 0.018 11'-7" T-5" 11'-7" T-3" 11'-7" Y-0" 11'-5" 2'-10" 25 0.036 0.018 13'-8" 6'-11" 13'-6" 6'-8" 13'-1" 6'-4" 12'-8" 6'-1" MAXIMUM ALLOWABLE TRIBUTARY WIDTH FOR PANEL/HEADER COMBINATIONS AND#10 SCREWS 12'-7" Table 4.9 25 0.0186'-9" 0.036 6'-5" 6'-2" 5'-11" 25 0.024 8'-2" 7'-9" T-6" 7'4" 30 0.024 T-8" 7'-3" 6-11" 6'-7" 30 0.024 6'-3" 5'-11" 5'-7" 5'4" 30 0.024 8'-11" 8'-6" 8'-2" 7'-10" Panel # of #10 screws PER FOOT to attach panel to header 0.018 0.032 10'-3" V-10" 9'-5" 9'-1" 0.024 0.032 11'-2" 10'-8" 10'-2" 9'10" 0.024 0.032 8'-10" 8'-5" 8'-0" 7'-8" 0.024 0.032 11'4' 10'-10" 10'-5" 10'-1" Headers Gauge 1 1 2 1 3 2 3 1 4 2 1 3 I 4 ' 5 12'-2" 0.036 11' 4" 10'-10" 10'-5" 10'-1" 11'-5" 0.036 12'4" 1 12'-1" 11'-7" 11'-2" 10'-7" 0.036 V-8" 9'-3" 8'-9" 8'-5" 11'-3" 0.036 12'-4" 11'-11" 11'-6" 11'-1" in 90 m h Ex B 90 mph Exp C 110 mph Ex C 30 0.018 6-5" 6'-2" 5'-11"5'-9" 30 0.018 3'-4" T-0" 2'-10" 2'-7" 30 0.018 T-5" T-1" 3'-0" 2'-9" 30 0.018 6'-8" 6'-4" 6'-1" 5'-11" Dble 2x6.625 0.018 3' 7' MAX 5' MAX MAX 3' 5' MAX MAX 0.018 0.024 T-9" 7'-6" 7'-3" 71 0.024 8' 4" 7,_9„ 6'-11" 6-7" 6'-3" 0.024 0.024 5'-11" 5'-7" 6-4" 4'-3" 0.024 0.024 8'-6" 8'-2" T-10" 7'-7" RF Fascia 0.018 3' MAX MAX MAX MAX MAX 3' MAX MAX MAX 0.032 0.032 9'-10" 9'-5" 9'-1" 8'-10" 0.032 0.032 10'-8" 10'-2" T-10" 9'-5" 0.032 0.032 8'-5" 8'-0" 7'-8" 7'-4" 0.036 0.032 10'-10 10'-5" 10'-1" 9'-9" 3x8 0.018 3' 7' MAX 5' MAX MAX 3' 5' MAX MAX 0.036 0.036 10'-10" 10'-5" 10'-1" V-9" 0.018 0.036 12'-1" 11'-7" 11'-2" 10'-9" 0.018 0.036 9'-3" 8'-9" 8'-5" 8'-1" 0.018 0.036 11'-11" 11'-6" 11'-1" 10'-8" All Othersi 0.018 3' 7' MAX 5' MAX MAX 3' 5' MAX MAX 40 0.018 5'-11" 5'-9" 5'-9" 5'-6" 40 0.018 T-0" 2'-10" 2'-7" T-0" 40 0.018 T-1" T-0" 2'-9" 2'-8" 40 0.018 6-1" 5'-11" 5'-11" 5'-8" Dble 2x6.625 0.024 4' 8' MAX 6' 9' MAX 4' 6' MAX MAX 0.032 0.024 T-3" T-0" 7'-0" 6'-9" 0.036 0.024 6'-7" 6'-3" 6'-3" 6-0" 0.036 0.024 64" 4'-6" 4'4" 4'-1" 0.036 0.024 T-10" 7'-7" T-7" 7'-4" RF Fascia 0.024 4' MAX MAX 6' MAX MAX 4' MAX MAX MAX 0.032 9'-1" 8'-10" V-10" V-6" 0.032 9'-10" 9'-5" 9'-5" 9'-1" 0.032 T-8" 7'-4" 7'4" 7'-1" 0.032 10'-1" 9'-9" 9'-9" 9'-5" 3x8 0.024 4' 8' MAX 6' 9' MAX 4' 6' MAX MAX 0.036 10'-1" 9'-9" 9'-9" 9'-5" 0.036 11'-2" 10'-9" 10'-9" 10' 4" 0.036 8'-5" 8'-1" 8'-1" 7'-9" 0.036 11'-1" 10'-8" 10'-8" 10' 4' All Others 0.024 4' 8' MAX 6' 9' MAX 4' 6' MAX MAX 60 0.018 4'-10" 4'-8" 4'-7" 4'-7" 60 0.018 2'-3" 2'-1" V-11" V-10" 60 0.018 2'-8" 2'-7" 2'-2" 2'-0" 60 0.018 4'-11" 4'-10" 4'-8" 4'-8" Dble 2x6.625 0.032 5' 10' MAX 7' 10' MAX 5' 7' 9' MAX 0.024 5'-11" 5'-11" 5'-11" 5' 11" 0.024 4'-11" 4'-9" 4'-7" 4'-7" 0.024 4'-1" T-11" 3'-10" 3'-10" 0.024 6'-4" 6'-4" 6'-4" 6'-4" RF Fascia 0.032 4' 9' MAX 6' MAX MAX 4' 6' MAX MAX 0.032 T-5" T-5" T-5" 7'-5" 0.032 T-10" T-10" T-10" 7'-10" 0.032 6'-0" 6'-0" 6'-0" 6'-0" 0.032 8'-2" 8'-2" 8'-2" 8'-2" 3x8 0.032 5' 10' MAX 7' 11' MAX 5' 7' MAX MAX 0.036 8'-3" 8'-3" 8'-3" 8'-3" 0.036 8'-11" 8'-11" 8'-11" 8'-11" 0.036 6'-7" 6'-7" 6'-7" 6'-7" 0.036 9'-0" 9'-0" 9'-0" 9'-0" All Others 0.032 6' 11' MAX 8' 12' MAX 5' 8' MAX MAX TABLE 4.9 TABLE 4.10 TABLE 4.11 TABLE 4.12 Dble 2x6.625 0.036 5' 10' MAX 7' 10' MAX 5' 7' 9' MAX SINGLE SPAN TABLES NOTE: PANELS MAY OVERHANG 25% OF THEIR CLEARSPAN RF Fascia 0.036 4' 9' MAX 6' MAX MAX 4' 6' MAX MAX 2.5" x6" Super Six Single Span) 3.5"x12" Super 12 Single Span) 2.5" x 12" Mark X Single Span) 2"x6" Flat Panel Single Span) 3x8 0.036 5' 10' MAX 7' 11' MAX 5' 7' 10' IMAXI Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C 1 Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C 1 s in 110 100 105 110 s in 110 100 105 110 s in 110 100 105 110 s in 110 100 105 110 10 0.018 6'-11" 6-5" 6-1" V-10" 10 0.018 2'-5" 2'-1" V-10" V-8" 10 0.018 5'-8" 5'-3" 3'-4" 3'4" 10 0.018 7'-4" 6'-9" 6'-5" 7'-7" LIVE 0.024 8'4" T-9" 7'-4" T-0" LIVE 0.024 11'-1" 8'-4" T-11" T-7" LIVE 0.024 T-6" 7'-0" 6'-8" 6'4" LIVE 0.024 11'-5" 10'-7" 8'-2" 11'-10" All Others 0.032 13'-1" 12'-2" 11'-6" 11'-0" MAX 0.032 14'-10" 13'-9" 13'-1" 12'-5" Dble 2x6.625 0.032 12'-5" 11'-7" 11'-0" 10'-6" 9' 0.032 13'-8" 13'-0" 12'-7" 14'-0" RF Fascia 0.036 14'-6" 13'-5" 12'-9" 12'-2" MAX 0.036 16'-6" 164" 14'-7" 13'-10"1 3x8 0.036 13'4" 12'-7" 11'-11" 11'-5" 10' 0.036 14'-3" 13'-6" 13'-1" 14'-6" 20 0.018 6-11" 6'-5" 6'-1" 5'-10" 20 0.018 2'-5" 2'-1" V-10" V-8" 20 0.018 5'-8" 64" 3'4" 3'4" 20 0.018 7'-4" 6'-9" 6'-5" T-7" LIVE 0.024 8'-4" T-9" 7'4" T-0" LIVE 0.024 11'-1" 8'-4" T-11" 7'-7" LIVE 0.024 7'-6" 7'-0" 6'-8" 6'4" LIVE 0.024 11'-5" 10'-7" 8'-2" 11'-10" All Othersi 0.032 13'-1" 12'-2" 11'-6" 11'-0" MAX. AX 0.032 14'-5" 13'-9" 13'-1" 12'-5" 0.032 12'-5" 11'-7" 11'-0" 10'-6" 0.032 13'-2" 13'-0" 12'-7" 13'-2" 0.036 14'-6" 13'-5" 12'-9" 12'-2" 0.036 15'-4" 15'-4" 14'-7" 13'-10" 0.036 11'-7" 11'-7" 11'-7" 11'-5" 0.036 12'-11" 12'-11" 12'-11" 12'-11" 25 0.018 6'-11" 6'-5" 6'-1" 5' 10" 25 0.018 2'-5" 2'-1" V-10" V-8" 25 0.018 5'-8" 5'-3" 3' 4" 3' 4" 25 0.018 7' 4" 6'-9" 6'-5" 7'-7" 0.024 8' 4" 7'-9" 7'4" 7'-0" 0.024 10'-8" T-11" T-1" 6'-8" 0.024 T-6" 7'-0" 6'4" 6'4" 0.024 10'-10" 10'4" 8'-2" 10'-10" 0.032 13'-1" 12'-2" 11'-6" 11'4" 0.032 12'-4" 11%10" 11'-5" 11'-0" 0.032 11'-2" 10'-10" 10'-7" 8'-9" 0.032 11'-11" 11'-7" 11'-3" 11'-11" 0.036 14'-6" 13'-5" 12'-9" 12'-2" 0.036 13'-2" 12'-7" 12'-2" 11'-8" 0.036 8'-1" 7'-9" 7'-3" T-0" 0.036 11'-7" 11'-2" 10'-9" 11'-7" 30 0.018 6'-11" 6'-5" 6'-1" V-10" 30 0.018 2'-5" 2'-1" V-10" V-8" 30 0.018 5'-8" 5'-3" 3'-4" 3'-4" 30 0.018 7'-4" 6'-9" 6'-5" 7'-4" 0.024 8'4" 7'-9" 7'-4" 7'-0" 0.024 8'-6" T-6" T-1" 6'4" 0.024 T-6" 7'-0" 6'-8" 6'-4" 0.024 10'-4" 8'-9" 8'-2" 10'-10" 0.032 13'-1" 12'-2" 11'-6" 11'-0" 0.032 11'-10" 11'-5" 11'-0" 10'-7" 0.032 10'-10" 10'-7" 9'-0" 8'-7" 0.032 11'-7" 11'-3" 11'-0" 11'-11" 0.036 14'-6" 13'-5" 12'-9" 12'-2" 0.036 12'-7" 12'-2" 11'-8" 11'-4" 0.036 8'-1" 7'-6" T-3" 6'-9" 0.036 11'-2" 10'-9" 9'-2" 11'-7" 40 0.018 6'-11" 6'-5" 6'-1" 5'-10" 40 0.018 2'-5" 2'-1" V-10" V-8" 40 0.018 5'-8" 5'-3" 3'-4" 3'-4" 40 0.018 6'-11" 6'-9" 6'-5" 7'-2" 0.024 8' 4" 7,_9„ 7-4" 7'-0" 0.024 7'-6" 7'-1" 6' 4" 6'-1" 0.024 7'-6" 7'-0" 6'-8" 6' 4" 0.024 8'-9" 8'-6" 8'-1" 9'-0" 0.032 12'-8" 12'-2" 11'-6" 11'4" 0.032 11'-0" 10'-7" 10'-7" 9'4" 0.032 9'-3" 9'-0" 8'-7" 8'4" 0.032 11'-0" 10'-9" 10'-9" 11'-0" 0.036 13'-6" 13'-1" 12'-9" 12'-2" 0.036 11'-8" 11'-4" 11'-4" 10'-11" 0.036 T-6" 7'-3" 6'-9" 1 6'-7" 0.036 9'-5" 9'-2" 8'-8" 9'-8" 60 0.018 6-11" 6'-5" 6'-1" 5'-10" 60 0.018 2'-4" 2'-1" V-10" V-8" 60 0.018 4'-8" 4'-4" 3'-4" 3'-4" 60 0.018 6'-3" 6'-1" 5'-11" 6'-3" 0.024 8'-4" 7'-9" 7' 4" 7'-0" 0.024 6'-1" 5'-9" 5'-6" 5'-6" 0.024 T-0" 6'-10" 6'-8" 6'4" 0.024 T-10" 7'-8" 7'-6" 7'-10" 0.032 10'-5" 10'-5" 10'-5" 10'-5" 0.032 9'-0" 8'-9" 8'-7" 8'-7" 0.032 8'4" 8'-2" 8'-0" 8'4" 0.032 9'-5" 9'-2" 9'-0" 0.036 11'-1" 11'-1" 11'-1" 11'-1" 0.036 1 9'-7" 1 9'4" 1 9'-2" 1 9'-2" 0.036 1 6'-7" 1 6'-5" 6-3" 6'-3" 0.036 8'-6" 1 8'-3" 8'-1" RbLE 4.13 TABLE 4.14 ' "y" " TAIME 4.15 I ABLE 4.1 b All Others 0.036 6' 13' MAXI 9MAX MAX 6' 9' MAX MAX 'MAX' means the maximum possible tributary width MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#14 SCREWS FOR PANEUHEADER COMBINATIONS Table 4.10 Panel # of #14 screws PER FOOT to attach panel to header Headers Gauge 1 I 2 I 1 I 2 I 3 1 I 2 I 3 I 4 in 90 m h Ex B 90 m h Exp C 110 mph Ex C Dble 2x6.625 0.018 7' MAX 5' MAX MAX 3' MAX MAX MAX RF Fascia 0.018 MAX MAX 4' MAX MAX 3' MAX MAX MAX 3x8 0.018 7' MAX 5' MAX MAX 3' MAX MAX MAX All Others 0.018 7' MAX 5' MAX MAX 3' MAX MAX MAX Dble 2x6.625 0.024 7' MAX 5' MAX MAX 3' 6' MAX MAX RF Fascia 0.024 6' MAX 4' MAX MAX 3' MAX MAX MAX 3x8 0.024 7' MAX 5' MAX MAX 3' 7' MAX MAX All Others 0.024 9' MAX 6' MAX MAX 4' MAX MAX MAX Dble 2x6.625 0.032 7' MAX 5' 9' MAX 3' 6' 10' MAX RF Fascia 0.032 6' MAX 4' MAX MAX 3' 6' MAX MAX 3x8 0.032 7' MAX 5' 10' MAX 3' 7' MAX MAX All Others 0.032 11' MAX 8' MAX MAX 5' MAX MAX MAX Dble 2x6.625 0.036 7' MAX 5' 9'MAX 3' 6' 10' MAX RF Fascia 0.036 6' MAX 4' 1 8' MAX 3' 6' MAX MAX 3x8 10.036 7' MAX 5' 10' MAX 3' 7' 10' MAX All Othersi 0.036 12' MAX 8' MAX. AX MAX 5' 11' MAX MAX 10 0.042'x 3"x8" Box Beam Detail N30 Double 0.042"x3"x8" Beam Detail N25 Double 0.040"x2"x6.625' Beam Detail N25 TABLE 5.1 20 Attached Freestanding or 26 Attached Freestanding or Attached Freestanding or 18'-11- A Structure MulBs an Units 27 Structure Multis an Units Structure MUIUS an Units GROUND TRIB POST POST MAX MAX POSTLENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REO'D POST MIN FOOTER 8' I 10' I 17 POST MIN 8' I 10' I 17 POST MIN FOOTER 8' I 10' I 17 LOAD (FT) ON SLAB FOR SPACINGPOST SIZE CONSTRAINED FOOTS SPACIN LS�IZE POSTCONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS(PSF) (FT) SLAB (FT) TYPE 'd -d -d 'd - (FT) TYPE -d- -d -d (FT) TYPE "d -d -dIn 27 29 n n n 15.9' in n In in n in in 10 3 276' A 17-0" A 20 25 26 28 18'-11- A 23 27 29 30 1T-1' A 22 26 27 29 LIVE 3.5 1S6' A 11'-4" A 20 24 26 27 17"5" A 23 27 29 30 15.9' A 22 25 27 28 LOAD 4 1T-0" A 194" A 20 24 25 27 153" A 24 26 28 29 14'-8" A 23 25 27 28 ONLY 4.5 15-1" A 9'6" A 21 24 25 26 15'-2' B 24 26 28 29 13'-9" A 23 25 26 28 A 5 13'-7- A 8'-10" A 21 23 25 26 14'4- B 25 26 27 29 13'-0" A 24 24 26 27 A 5.5 174- A 8'-3" A 21 23 24 26 13'-7' B 25 25 27 28 174" A 24 24 26 27 A 611'-4" 5'-11" A T-9" A 21 22 24 25 17-11' B 25 25 27 28 11'-9' B 24 24 25 27 A 6.5 10'-5" A T4" A 21 22 24 25 174' B 26 26 26 28 11'3' B 25 25 25 26 A 7 9'6' A 6'-11' A 22 22 23 25 11'-10" B 26 26 26 28 10'-9' B 25 25 25 26 A 7.5 9'-1" A 6'-7" A 22 22 23 24 11'4" B 26 26 26 27 10'4- B 25 25 25 26 A 811" 8'-6" A 6'-3" A 22 22 23 24 10'-11' B 26 26 26 27 10'-0- B 25 25 25 26 A 8.5 8'-0" A 5'-11- A 22 22 23 24 10'6" B 26 26 26 27 9'6- B 26 26 26 26 A 9 T6" A 516" A 22 22 22 24 10'-2" B 27 27 27 27 74" 8 26 26 26 26 A 9.5 T -Y A 5'-5" A 22 22 22 24 9'-10" C 27 27 27 27 9'-0" B 26 26 26 26 10 6'-9" A 5'-3" A 22 22 22 23 916" C 27 27 27 27 8'-9" B 26 26 26 26 15 11 6'-2" A 4'-10" A 22 22 22 23 8'-11" C 27 27 27 27 8'-3' B 27 27 27 27 15 125'6" 5'6" A 4'6' A 22 22 22 23 8'-5" C 28 28 28 28 T-10" C 27 27 27 27 15 13 5'-Y A 4'-Y A 22 22 22 22 8'-0" C 28 28 28 28 T-5' C 27 27 27 27 Qn MPH FYPr1C11RF C 10 3 276" A 17-0" A 22 27 29 30 16'-0" A 24 29 30 32 14'6 A 23 27 29 30 LIVE 3.5 19'-5" A 11'-Y A 23 27 28 30 14'6" A 25 28 30 31 134" A 24 27 28 30 LOAD 4 17"-W A 10'4" A 23 26 28 29 13'-7" B 25 28 29 31 174' A 24 26 28 29 ONLY 4.5 15'-1" A 916" A 23 26 27 29 17-9" B 26 27 29 30 11'-7" A 25 26 27 29 A 5 13'-7' A 8'-10- A 23 25 27 28 17-0" B 26 27 29 30 10'-11" B 25 26 27 29 A 5.5 174' A 8'-2" A 24 25 26 28 11'4" 8 26 27 28 30 1014" B 26 26 27 28 A 611'4' 5'-11" A 716" A 24 24 26 27 10-9" B 27 27 28 29 9'-10" B 26 26 27 28 A 6.5 10'-5" A 7'-Y A 24 24 26 27 10.2" B 27 27 28 29 9'4" B 26 26 26 28 A 7 916" A 6-9" A 24 24 25 27 9'-9" B 27 27 27 29 91-0" B 26 26 26 27 A 7.5 9'-1" A 64" A 24 24 25 26 9'4" B 27 27 27 29 8'-7" B 27 27 27 27 A 8 8'-6" A 6'-0" A 24 24 25 26 8'-11" C 28 28 28 28 8'-3" B 27 27 27 27 A 8.5 4'-Y A 5'-9" A 24 24 - 25 26 8'-T' C 28 28 28 28 81-0" B 27 27 27 27 A 97'6" 3'-11' A 5'-5" A 24 24 24 26 8'-3" C 28 28 28 28 T6" B 27 27 27 27 A 9.5 T-2" A 5'-2" A 24 24 24 25 8'-0" C 28 28 28 28 7'-5" B 27 27 27 27 10 6'-9" A 4'-11" A 24 24 24 25 71-W C 28 28 28 28 7'-Y C 28 28 28 28 15 11 6'-2" A 4'6" A 25 25 25 25 7'-Y C 29 29 29 29 6'•9" C 28 28 28 28 15 12 5'6" A 4'-2" A 25 25 25 25 61•9" C 29 29 29 29 6'4- C 28 28 28 28 15 13 5'-2" A 3'-11" A 25 .25 25 25 6'•5" C 29 29 29 29 6'-0" C 28 28 28 28 20 3 11'-10" A 8'-0" A 17 23 24 25 14'-8" B 2126 Muftis an Units Structure Mullis an Units Structure 27 29 13'-2' B 20 24 26 27 LIVE 3.5 10'-2" A r -2"A POST[OOTEIq SIZE 17 22 24 25 13'6" B 21 25 27 28 17-1- B 21 24 25 27 LOAD 4 8'-11- A 6'6" A 18 22 23 24 17-0" C 22 25 26 28 11'-3" B 21 24 25 26 ONLY 4.5 T-11" A 51•11" A 18 21 23 24 $ 11'" C 22 25 26 27 6 10'" B 21 23 25 26 A 5 T-1" A 5.5" A 18 21 22 24 10'-11" C 22 24 26 27 9'-11" C 22 23 24 26 A 5.5 6'-5" A 51-0" A 18 21 22 23 10'4" C 23 24 25 27 9'-5" C 22 23 24 25 A 6 5'-11" A 4'6" A 18 20 22 23 9'-10" C 23 24 25 26 8'-11" C 22 22 24 25 A 6.5 5'-5" A 4'4" A 18 20 21 23 9'4' C 23 23 25 26 8'6" C 23 23 24 25 A 7 51-1" A 4'-1" A 18 20 21 22 B'-11" C 23 23 25 26 B' -Y C 23 23 23 25 A 7.5 4'-S" A T-10" A 18 20 21 22 8'6- C 24 24 24 26 T-10' C 23 23 23 24 A 84'-5" 6 3'' A 3'6" A 18 19 21 22 W -2"C C 24 24 24 25 T6" C 23 23 23 24 A 8.5 4'-Y A 3'6" A 18 19 21 22 T-10" C 24 24 24 25 T-3" C 23 23 23 24 A 9 3'-11' A T-3" A18 17 19 20 22 T6" C 24 24 24 25 6'-11" C 23 23 23 24 A 9.5 3'•9' A 3'-Y A 18 19 20 21 T-3" C 24 24 24 25 V-9" C 24 24 24 24 10 3'6" A 3'-0" A 18 19 20 21 7"-0" C 24 24 24 25 56' C 24 24 24 24 15 11 3'-Y A 7-9" A 18 18 20 21 6'6" C 25 25 25 25 6'-1" C 24 24 24 24 15 12 7-11' A 2-- A 19 19 20 21 6'-Y C 25 25 25 25 S-9" C 24 24 24 24 15 13 76" A 74' A 19 19 19 21 S-9" C 25 25 25 25 111 5'-5" C 24 24 24 24 30 0.042"x3"x8" Box Beam Detail N30 Double 0.042"x3"x8" Beam Detail N25 Double 0.040"x2"x6.625" Beam Detail N25 TABLE 5.1 16 Attached Freestanding or Attached Freestanding or Attached Freestanding or 17.4" B SWcture Muftis an Units Structure Mullis an Units Structure MulBs an Units GROUND TRIB POST POST MAX B AX POST LENGTH MAX MAX POSTLENGTH MAXEll MAX POST LENGTH SNOW WIDTH PACING REO- POST MIN 8' I 10' I 17 POST I 10' I 17 POST MIN FOOTS 8' I 10 I 17 LOAD (FT) ON SLAB FOR SPACIN POST[OOTEIq SIZE CONSTRAINED FOOTER SPACIN NSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS(PSF) (FT) SLAB (FT)TYPE -d 'd 'd 'd (FT) d -d -d (FT) TYPE -d -d 'd -d 24 26 in n In in n In in n n in In 30 3 9'6- A 6'•S A 16 22 23 24 17.4" B 20 25 26 28 11'-Y B 19 24 25 28 A 3.5 8'-2" A 5'-8" A 16 21 22 24 11'-4" C 20 24 26 27 10'-3" B 19 23 25 26 ' 4 T-11 A 5'-1' A 16 21 22 23 10'-5" C 21 24 25 27 9'6" B 20 23 24 25 A 4.5 6'41 A 4'-7" A 16 20 22 23 1-8" C 21 24 25 26 8'-10" C 20 22 24 25 A 5 T-87 A 4'3' A 16 20 21 22 9'-1" C 21 23 25 26 B'3" C 20 22 23 25 A 5.5 T -Y A X-11- A 16 20 21 22 816" C 21 23 24 26 7'-10' C 21 22 23 24 A 6 4'-9' A 3'-T A 17 19 21 22 8'-1" C 22 23 24 25 T-5" C 21 22 23 24 A 6.5 4'4- A 3'4" A 17 19 20 22 7"-7" C 22 22 24 25 7'-0- C 21 21 23 24 A 7 4'-1'A A T -2'A A 17 19 20 21 T3' C 22 22 24 25 6'-9- C 21 21 23 24 A 7.5 T-9" A 2'-11" A 17 19 20 21 6'-11" C 22 22 23 25 V-5" C 22 22 22 24 A 8 6 3'' A 7-9' A 17 18 20 21 5-T C 22 22 23 24 6'-2" C 22 22 22 23 A 8.5 3'4- A 6 2'' A 17 18 20 21 6 '4- C 22 22 23 24 5'-11" C 22 22 22 23 A 9 3'-2' A 6 7' A 17 18 19 21 6'-1- C 22 22 23 24 5'-0" C 22 22 22 23 A 9.5 3'-0' A 2'4" A 17 18 19 21 5'-10- C 23 23 23 24 5'-0" C 22 22 22 23 30 3 8'-9" A 6'6" A 18 24 25 26 124" C 22 27 29 30 11'-2" B 21 26 27 29 A 3.5 T6" A 51-8" A 18 23 24 26 11'4" C 23 27 28 30 10'-3" C 22 25 27 28 A 4 6'6' A 5'-1' A 18 22 24 25 10'-5" C 23 26 28 29 91-0" C 22 25 26 28 A 4.5 5'-10" A 4'-T A 18 22 24 25 91-8' C 23 26 27 29 8'-10" C 23 24 26 27 A 5 5'-3" A 4'3" A 18 22 23 25 9'-1" C 24 25 27 28 8'-3" C 23 24 26 27 A 5.5 4'-9" A 3'-11" A 18 21 23 24 8'6" C 24 25 27 28 7'•10" C 23 24 25 27 A 6 4'4" A 3'-7- A 19 21 23 24 8'-1" C 24 25 26 28 T-5" C 24 24 25 26 A 6.5 4'-0" A 3'4' A 19 21 22 24 7'-7' C 24 24 26 27 7'-0" C 24 24 25 26 A 7 3'-9" A 3'-2" A 19 21 22 23 T-3" C 25 2526 C 27 6'-9" C 24 24 25 26 A 7.5 3'-6" A 2'-11" A 19 20 22 23 6'-11" C 25 25 25 27 6'-5" C 24 24 24 26 A 8 3'-3" A 2'-9" A 19 20 22 23 6'-7- C 25 25 25 27 6'-2" C 24 24 24 26 A 8.5 T-1" A 7-8" A 19 20 21 23 6'4" C 25 25 25 26 5.11" C 25 25 25 25 A 9 2'-11" A 2'-6" A 19 20 21 23 6'-1" C 25 25 25 26 5'-8" C 25 25 25 25 A 9.5 1 -9" A 2'4" A 1 19 1 20 21 22 5--10" 1 C 1 25 25 125 26 5'6" C 25 25 25 25 90 MPH EXPOSURE C 40 3 T -Y A 5'4" A 17 23 24 26 10'-9" C 21 26 28 29 9'-9" C 20 25 26 28 3.5 6'-1" A 4'6" A 17 22 24 25 9'-10" C 22 26 27 29 B'-11" C 2124 26 27 4 5'4" A 4'-2" A 17 22 23 24 -0 9'" C 22 25 27 28 8'-3" C 21 24 26 27 4.5 4'-9" A T-9" A 17 21 23 24 8'4" C 22 25 26 28 T-8" C 22 24 25 27 5 4'3" A 3'-5" A 17 21 22 24 7"-9" C 23 25 26 27 7'-2" C 22 23 25 26 5.5 T-11" A T-2" A 17 21 22 23 T-3" C 23 24 26 27 6'-9" C 22 23 25 26 6 Y-7" A 741" A 17 20 22 23 V-10" C 23 24 25 27 6'4" C 22 23 24 26 6.5 T-3' A 2'-9" A 17 20 21 23 6'-6" C 23 24 25 27 6'-1" C 23 23 24 25 7 T -W A 76- A 17 20 21 23 6'-2" C 23 23 25 26 5'-9" C 23 23 24 25 7.5 2'-10" A T-5" A 17 20 21 22 5'-10" C 23 23 25 26 516" C 23 23 24 25 8 2'-8" A 7-3- A 17 19 21 22 516" C 24 24 24 26 5'-3" C 23 23 23 25 8.5 2'6" A 2'-1" A W 19 21 22 5'-3" C 24 24 24 26 5'-0" C 23 23 23 25 924" A 7-0" A 18 19 21 22 5'-1" C 24 24 24 1 25 1 4'-10" C 23 23 23 24 90 MPH EXPOSURE B 40 3 T -Y A 5'4" A 15 21 22 23 10'-9" C 19 24 26 27 3.5 6'-21 A 4'-8' A 15 20 22 23 9'-10" C 19 24 25 26 4 5'-5' A 4'-Y A 15 20 21 22 9'-0" C 20 23 25 26 ' 4.5 4'-9" A 3'-9" A 15 19 21 22 8'4" C 20 23 24 26 5 4'4- A 3'-5" A 15 19 21 22 7'-9- C 20 22 24 25 �- '- 5.5 T-11" A 3'-Y A 15 19 20 21 7'-3' C 20 22 24 25 CIA 6 3'-7- A 2'-11" A 15 19 20 21 6'-10" C 20 22 23 25 6.5 3'4" A 2'-9" A 15 18 20 21 6'6- C 2122 23 24 . 7 T-1" A 2'6- A 15 18 20 21 6'-Y C 21 21 23 24 1311 _ 7.5 7-10" A 2'-S- A 16 18 19 21 5'-10" C 2121 23 24 1 8 76' A 2'-3' A 16 18 19 20 5'6" C 21 21 22 24 8.5 76" A 7-1' A 16 18 19 20 5'-3" C 21 21 22 23 9 74" A 7-0" A 16 17 19 20 5-1" C 21 21 22 23 ICC ESR 1398 6/1/2010 Page 20 of 59 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS 90 MPH E 20 0.042"x "x8* Box Beam Detail N30 Double 0.042"x3"x8" Beam Detail N25 Double 0.040"x2"x6.625" Beam Detail N25 TABLE 5.1 19 Attached Freestanding or Attached Freestanding or Attached Freestanding or 14'-8" B Structure Multis an Units Structure Multis an Units Structure Multis an Units GROUND TRIB POST POSTMAX 13'-2" MAX POSTLENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REO'D POST MIN FOOTER V I 10' I 17 POST MIN FOOTER 8' I 10' I 17 POST MIN FOOTER V I 10' I 17 LOAD (FT) ON SLAB FOR I SPACIN POST SIZE CONSTRAINED FOOTS SPACINGPOST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS (PSF) (FT) SLAB (FT) TYPE "d- -d- -d' "d" (FT) TYPE 'd' "d' -d' -d" (FT) TYPE -d- 28 29 n in n n in) in in In In In In in 90 MPH E 20 3 11'-10" A 81-0" A 19 25 26 28 14'-8" B 23 28 30 31 13'-2" B 23 27 28 30 LIVE 3.5 10'-2" A T-2" A 19 24 26 27 13'6• B 24 28 29 31 17-1" B 23 26 28 29 LOAD 4 8'-11" A 66" A 20 24 25 27 17-6" C 24 27 29 30 11'-3" B 24 26 27 29 ONLY 4.5 T-11" A 5'-11" A 20 23 25 26 11'6" C 25 27 28 30 10'6" B 24 25 27 28 4' 5 7* -1" A 5'-51 A 20 23 24 26 10'-11" C 25 26 28 30 9-11" C 24 25 27 28 5.5 6-5" A 51-0' A 20 22 24 25 10'4" C 26 26 28 29 9'-5" C 25 25 26 28 6 5'-11" A 4'6" A 20 22 24 25 9'-10" C 26 26 27 29 8'-11" C 25 25 26 27 6.5 5'-5" A 4'4" A 20 22 23 25 64" C 26 26 27 29 8'6" C 25 25 26 27 7 F-1" A 4'-1" A 20 22 23 24 8'-11" C 26 26 27 28 8'-2" C 26 26 26 27 7.5 4'-9" A T-10" A 20 21 23 24 8'6" C 27 27 27 28 T-10" C 26 26 26 27 84'-5• 4'-1" A 3'6" A 21 21 23 24 V-2" C 27 27 27 28 T6• C 26 26 26 26 8.5 4'-r A 36'" A 21 21 22 24 T-10" C 27 27 27 28 T-3" C 26 26 26 26 9 3'-11" A T-3" A 21 21 22 24 T6" C 27 27 27 27 6-11" C 26 26 26 26 9.5 T-9" A Y-2' A 21 21 22 23 T-3" C 27 27 27 27 6-9" C 27 27 27 27 10 3'6• A 3'-0" A 21 21 22 23 T-0" C 27 27 27 27 6'6" C 27 27 27 27 11 T-2' A 7.9" A 21 21 22 23 6'6" C 28 28 28 28 6'-1" C 1 27 27 1 27 27 90 MPH EXPOSURE B 25 3 10-11" A T-5" A 17 22 24 25 13'-10" B 20 26 27 28 17-5 B 20 24 26 27 MIN SOOTS 8' I 10 I 17 3.5 9'4" A V-7" A 17 22 23 24 176" C 21 25 27 28 11'-5" B 20 24 25 26 9' 4 8'-2" A 5'-11" A 17 21 23 24 11'6" C 21 25 26 27 10'-7" B 21 23 25 26 n1a 4.5 T3" A 5'-5" A 17 21 22 24 10'-11" C 22 24 26 27 9'-11" C 21 23 24 26 4' 5 616" A 4'-11" A 17 21 22 23 10-3' C 22 24 25 27 9'4" C 21 23 24 25 5.5 5'-11" A 4'-r A 17 20 22 23 916" C 22 24 25 26 8'-9" C 22 22 24 25 6 5'-5" A 4'-3" A 17 20 21 23 9'-2" C 22 23 25 26 8'4" C 22 22 24 25 6.5 5'4• A 4'-0" A 18 20 21 22 V-8' C 23 23 24 26 T-11" C 22 22 23 25 7 4'$ A T-9• A 18 19 21 22 V-3" C 23 23 24 26 r -7-C C 22 22 23 24 7.5 4'4" A 3'6• A 18 19 21 22 T-11" C 23 23 24 25 T-3" C 22 22 23 24 8 4'-1" A 3'" A 18 19 20 22 T - r-7"-0 C 23 23 24 25 7"-(r C 23 23 23 24 8.5 3'-10"A A 3'-2" A 18 19 20 21 T-3• C 23 23 24 25 6'-9" C 23 23 23 24 9 T - 7"A A 3'-0" A 18 19 20 21 6.11" C 23 23 23 25 6'6" C 23 23 23 24 9.5 3'.5" A 7-10" A 18 19 20 21 6'6• C 24 24 24 24 6'-3" C 23 23 23 23 90 MPH EXPOSURE C 25 3 6-r A 6.5" A 18 24 25 26 174" B 22 27 29 30 11'-2" B 21 26 27 29 MIN SOOTS 8' I 10 I 17 3.5 8'-r A 56" A 18 23 24 26 11'4" C 23 27 28 30 10'3" B 22 25 27 28 9' 4 T -r A 5.1" A 18 22 24 25 10'-5" C 23 26 28 29 96" B 22 25 26 28 n1a 4.5 6'4" A 4'-r A 18 22 24 25 1-8" C 23 26 27 29 V-10• C 23 24 26 27 4' 5 5'-9" A 4'-3" A 18 22 23 25 6-1" C 24 25 27 28 V-3" C 23 24 26 27 5.5 V-2" A 3'-11" A 18 21 23 24 8'6' C 24 25 27 28 T-10• C 23 24 25 27 64'-9" 2'-5" A T -7"A A 19 21 23 24 8'-1" C 24 25 26 28 T-5" C 24 24 25 26 6.5 4'-5" A 314" A 19 21 22 24 T -r C 24 24 26 27 T-0" C 24 24 25 26 7 4'-1- A T -r A 19 21 22 23 T-3" C 25 25 26 27 6-9" C 24 24 25 26 7.5 Y-10- A 7-11" A 19 20 22 23 6-11" C 25 25 25 27 6-5' C 24 24 24 26 8 3'-r A 7-9" A 19 20 22 23 V -r C 25 25 25 27 6-r C 24 24 24 26 8.5 3'4" A 76• A 19 20 21 23 64" C 25 25 25 26 5-11" C 25 25 25 25 9 T -r A 761 A 19 20 21 23 6-1" C 25 25 25 26 56" C 25 25 25 25 9.5 3'-0" A 74" A 19 20 21 22 5-10" C 25 25 25 26 56" C 25 25 25 25 10 7.10" A 7-3" A 19 19 21 22 5-7- C 25 25 25 26 5'3• C 25 25 25 25 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 90 MPH EXPOSURE R 60 0.042"x3"x8" Box Beam Detail N30 Double 0.042"x3"x8" Beam Detail N25 Double 0.040"x2"x6.625" Beam Detail N25 TABLE 5.1 13 Attached Freestanding or Attached Freestanding or Attached Freestanding or 8'-5" C Structure MulBs an Units Structure MuIGs an Units Structure MuIGs an Units GROUND TRIG POST POST MAX MAX POST LENGTH MAX MAX POST LaFOOTEF MAX MAX POST LENGTH SNOW WIDTH ACIN REO'D POST MIN SOOTS 8' I 10 I 17 POST MIN FOOTS 8' I 16 POST MIN FOOTS 8' I 10' I 17 LOAD (FT) SLAB FOR JON SPACIN POST SIZE]CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINEDSPACIN POST SIZE CONSTRAINED FOOTS(PSF) (FT) SLAB (FT)TYPE 'd" "d" "d' -d' (FT) TYPE -d" "d" 'd" (FT) TYPE -d-(In) 22 24 in in n (in (in In (in) in) in in 90 MPH EXPOSURE R 60 3 4'-10" A T-10" A 13 20 21 22 8'-5" C 17 23 24 26 7'6• C 17 22 23 24 3.5 4'-2• A 3'4" A 13 19 20 22 7'-r C 18 22 24 25 7'-0" C 17 21 23 24 9' 4 3'-r A 7-11" A 13 19 20 21 6'-11" C 18 22 23 25 6'-5" C 17 21 22 24 n1a 4.5 3'-2" A 2'6" A 14 18 20 21 6'4" C 18 22 23 24 5'-11" C 18 21 22 23 4' 5 2'-11" A 2'-5" A 14 18 19 21 5'-10" C 18 21 23 24 5'6" C 18 20 22 23 5.5 2'-r A 2'-2" A 14 18 19 20 5'-5• C 18 21 22 24 5'-2" C 18 20 21 23 6 2'-5" A 7-0" A 14 18 19 20 6.1• C 19 21 22 23 4'40" C 18 20 21 22 6.5 2'-r A v-10" A 14 17 19 20 4'-9• C 19 20 22 23 4'-r C 18 20 21 22 7 2'-1' A 1'-9' A 14 17 18 20 4'6' C 19 20 22 23 4'4' C 18 19 21 22 7.5 1'-11• A 1'6- A 14 17 18 20 4'-3• C 19 20 21 23 4'-1• C 19 19 21 22 8 1'-9• A 1'6' A 14 17 18 19 4'-0' C 19 20 21 22 S-11" C 19 19 20 22 8.5 1'6" A 1'-5' A 14 17 18 19 3'-10• C 19 20 21 22 3'-9• C 19 19 20 21 90 MPH EXPOSURE C 60 3 4'-10• A T-10" A 15 2123 8' 24 V-5- C 19 25 27 28 T6" C 19 24 25 27 3.5 4'-1 A 3'4" A 15 21 22 24 7'-1 C 20 24 26 27 7'1" C 19 23 25 26 9' 4 T -r A 2'-11" A 15 20 22 23 V-11" C 20 24 25 27 V-5" C 20 23 24 26 n1a 4.5 X-2" A 76" A 15 20 21 23 6'4" C 20 23 25 26 6-11" C 20 22 24 25 4' 5 2'-11" A 2'-5" A 15 20 21 22 5'-10" D 21 23 25 26 5'6" C 20 22 24 25 5.5 2'-7" A 2'-2" A 15 19 21 22 V-5" D 21 23 24 26 5'-2" C 20 22 23 25 6 Z-5" A 2'1• A 15 19 21 22 V-1" D 21 22 24 25 4'-10" C 20 22 23 24 6.5 2'-r A I,-10" A 15 19 20 22 4'-9" D 21 22 24 25 4'-7- C 21 21 23 24 7 1 2'-1" 1 A 1 1'-9" 1 A 1 15 1 19 1 20 1 22 4'-W 1 D 1 21 1 22 1 23 1 25 4'4" 1 C 1 21 1 21 1 23 1 24 OVER- Post Description Maximum Footing Max Hai ht POST TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 12' D 0.041"x3"x3" Steel Clover d= 23" 8' E HANG 15' F 3 116"x4"x4" Steel S uare d= 38" 18' PROJECTION OF SINGLE SPAN STUCTURES (FT) 5/16"x4"x4" Steel Square 1= 42" 18' H (FT) 6' T 8' 7 10 1/' IT IT 14' AS IV 1T IV 16 20' 21' 22 Or 3' 3.5 4' 4.5' 5' 5.5' 6' 6.5' T 7.5' 8' 8.5 9' 9.5' 10' 10.5' 11' 1' 3.5' 4' 4.5' 6 5.6 6' 6.6 T 7.5 V 8.5' 9' 9.6 10 10.5' 11' 11.5' 7 Na Na n1a n1a Na 6.5' T 7.5' 8' 8.5' 9' 9.5 10 10.5' 11' 11.5' 17 3' n1a n1a n1a Na Na Na Na Na Na Na 9.5' 10' 10.5' 11' 11.5' 17 12.5' 4' Na n1a n1a Na Na Na Na Na Na n1a Na Na Na Na Na 12.5' 13' TABLE 5.4 Post Requirements for Freestanding Structures Post Description Maximum Footing Max Hai ht POST 0.041'x3"x3" Steel Clover d= 23" 12' D 0.041"x3"x3" Steel Clover d= 23" 8' E 3/16"x3'x3" Steel S uare d= 32" 15' F 3 116"x4"x4" Steel S uare d= 38" 18' G 5/16"x4"x4" Steel Square 1= 42" 18' H 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN Amerimax Building Products UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT 5208 Tennyson Parkway FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 Plano, Texas 75024 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 10. USE THE APPROPRIATE DETAILS Carl Putnam, P. E. 3441 Ivyllnk Place FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN Lynchburg, VA 24503 SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.1 cariputnami SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREA: )SURE R 10 12 Gauge x3"x8" Steel C Detail T 16 Ga 3'x8" Steel C Beam Detail T Double 12 Ga 3"x8' Steel C Beam T and AY TABLE 5.1 26 Attached Freestanding or Attached Freestanding or Attached Freestanding or 25'-11" B Structure IMultispan Units Structure Multispan Units Structure Multis an Units GROUND TRIB POST POST MAX MAX POST LENGTH MAXaniNn AX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING RED'D POST MIN FOOTER 8' I 17 I 18' POST MIN I 17 I 18' POST MIN FOOTER V I 17 I 18' LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTS SPACING POSTSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS (PSF) (Fr) SLAB (FT) TYPE "d 'd 'd "d (FT) TYPE 'd "d (FT) TYPE 'd 'd 'd 'd 29 32 in n In n 30'1" n in In in (in) In )SURE R 10 3 278" A 30'-0" B 26 31 34 37 25'-11" B 25 30 33 34 30'-0" B 26 31 34 38 LIVE 3.5 19'-5' A 30'-0' C 28 31 34 37 24'-7" B 26 29 32 33 30'1" C 28 31 34 38 LOAD 4 1T-0" A 28'-10" C 29 30 34 36 23'-4" C 27 29 32 33 30'1" C 29 31 34 38 ONLY 4.5 15'-1" A 2T-9" C 30 30 33 36 21'-8" C 27 28 31 32 30'-0" C 30 31 34 38 5 13'-7' A 26'-9" C 30 30 33 36 20'-3" C 28 28 31 32 30'-0" C 31 31 34 38 5.5 174" A 25'•11" C 31 31 33 35 19'-0" C 28 28 31 31 30'-0" D 32 32 34 37 6 11'4" A 25-2" C 31 31 33 35 1T-11" C 28 28 30 31 30'-0" D 33 33 34 37 6.5 10'-5" A 24'8" C 32 32 32 34 1T-0" C 28 28 30 30 30'-0" D 34 34 34 37 7 918" A 23'-11" D 33 33 33 34 16'-2" C 29 29 29 30 30'-0" D 35 35 35 37 7.5 9'-1" A 23'-5" D 33 33 33 34 15'-5" C 29 29 29 30 298" D 36 36 36 37 8 8'8" A 27-11" D 34 34 34 34 14'-9" C 29 29 29 29 28'-10" D 36 36 36 36 8.5 8' .. A 27-5" D 34 34 34 33 14'-1" C 29 29 29 29 28'.1" D 37 37 37 36 9 T8^ A 27-0" D 34 34 34 33 13'-7" C 29 29 29 29 2T-9" D 37 37 37 36 9.5 T-2" A 21'-7" D 35 35 35 33 13'-1" C 29 29 29 29 2T.1" D 38 38 38 36 10 6'-9" A 21'-3" D 35 35 35 33 12'-7" C 30 30 30 28 26'-9" D 38 38 38 36 116'-2" T -2"A A 20'-7" D 36 36 36 32 11'-7" C 30 30 30 28 25'-11" D 39 39 39 37 12 5'8" A 19'-8" D 37 37 37 32 10'-7" C 30 30 30 28 25'-2" D 40 40 40 38 13 5'-2" A 18'-8" D 37 37 37 1 32 11 9'-10' C 30 30 30 1 27 24'8" D 40 40 40 1 38 90 MPH EXPOSURE C 10 3 22'8" A 28'-5" C 29 33 36 37 23'-2" B 27 31 35 34 30'-0" C 30 33 37 38 LIVE 3.5 1918" A 27"-0" C 30 32 36 37 22'-0' C 28 31 34 33 Ir.o. C 31 33 37 38 LOAD 4 IT -01 A 25'-9' C 31 32 36 36 21'-0' C 29 31 34 33 30-0" C 33 33 37 38 ONLY 4.5 15'-1" A 24'-10" C 32 32 35 36 20'-2" C 30 30 34 32 30'-0" D 34 34 37 38 5 13'-7" A 23'-11" C 33 33 35 36 19'8" C 31 31 33 32 30'-0' D 35 35 37 38 5.5 12'4" A 23'-2" D 33 33 35 35 18'-11" C 31 31 33 31 29'-3" D 36 36 37 37 6 11'4" A 22'8" D 34 34 35 35 1T•11" C 32 32 33 31 28'-5" D 37 37 37 37 6.5 10-5" A 21'-11" D 35 35 35 34 1T-0" C 32 32 32 30 27'8" D 37 37 37 37 7 918" A 21'-5" D 35 35 35 34 16-2" C 32 32 32 30 2T-0' D 38 38 38 37 7.5 9-1" A 20'•11" D 36 36 36 34 15'-5" C 32 32 32 30 264" D 39 39 39 37 8 8'8" A 20'8" D 36 36 36 34 14'-9" C 33 33 33 29 25'-9' D 39 39 39 36 8.5 8'-0" A 20-1" D 37 37 37 33 14'-1" C 33 33 33 29 25'-3" D 40 40 40 36 9 7'8" A 1918" D 37 37 37 33 13'-7" C 33 33 33 29 24'-10" D 40 40 40 36 9.5 T-2" A 19'4" D 38 38 38 33 13'-1" C 33 33 33 29 2414" D 41 41 41 36 10 6'-9" A 19-0" D 38 38 38 33 17.7" D 33 33 33 28 23'-11" D 41 41 41 36 116-2" T -2"A A 18'-5" D 39 39 39 32 11'-7" D 33 33 33 28 23'-2" E 42 42 42 37 12 5'8" A Jr_,0" D 40 40 40 32 10'-7" D 33 33 33 28 278" E 43 43 43 38 13 5'-2" A 17'-2' D 40 40 40 1 32 11 9'-10" D 33 33 33 1 27 21'-11" E 1 44 .44 44 1 38 90 MPH 20 3 11'-10" A 27-3" C 26 30 33 37 18'8" C 23 27 30 34 30'-0" D 26 31 34 38 LIVE 3.5 10'-2" A 25-10" D 27 29 33 37 168" C 23 27 30 33 30'-0" D 28 31 34 38 LOAD 4 8'-11" A 24'-9" D 27 29 32 36 15'-3" C 23 26 29 33 30'-0" D 29 31 34 38 ONLY 4.5 T-11" A 23'-9" D 28 29 32 36 14'-0" C 24 26 29 32 29'-11" D 30 31 34 38 5 T-1" A 27-7" D 29 29 32 36 13'-0" C 24 25 28 32 28-11" D 31 31 34 38 5.5 6'-5" A 21'4' D 29 29 31 35 17-1" C 24 25 28 31 28'-0" D 32 32 33 37 6 5'-11" A 20'-3" D 29 29 31 35 11'-1" C 24 24 27 31 2T-3" D 32 32 33 37 6.5 5'-5" A 19'-3" D 30 30 31 34 10'-3' C 24 24 27 30 268" E 33 33 33 37 7 5'-1" A 18'4" D 30 30 30 34 9'8" C 24 24 26 30 25'-10" E 33 33 33 37 7.5 4'-9" A 17"•7" 0 30 30 30 34 8'-11" C 24 24 26 30 25'.1" E 34 34 34 37 8 4'-5" A 16'•11" D 30 3D 30 34 8'4" C 24 24 26 29 24'-9" E 34 34 34 36 8.5 4'-2" A 16'-3" D 31 31 31 33 T-10" C 24 24 25 29 24'-3" E 35 35 35 36 9T-11" 3'-2" A 15'8' D 31 31 31 33 T-5" C 24 24 25 29 23'-9" E 35 35 35 36 9.5 T-9" A 15'-1" D 31 31 31 33 T-1" C 24 24 25 29 23'4" E 36 36 36 36 10 Y-6' A 14'-7" D 31 31 31 33 6'8" C 24 24 24 28 22'-11" E 36 36 36 36 11 T -2"A 13'-9" D 31 31 31 32 6'-1" C 24 24 24 28 22'-3" E 37 37 37 37 12 7-11" A 17-11" I D I 32 32 32 32 5'•7" C 24 24 24 28 21'-7" E 38 38 38 38 13 1 78" 1A 17-3" D 32 32 1 32 1 32 11 6-2" 1 C 1 24 1 24 1 24 1 27 21'-0' E 38 38 1 38 1 38 30 12 Gau a x3'x8" Steel C Detail T 16 Ga 3'x8" Steel C Beam Detail T Double 12 Ga 3"x8' Steel C Beam T and A` TABLE 5.1 32 Attached Freestanding or Attached Freestanding or Attached Freestanding or 29 33 Structure Multis an Units Structure Multis an Units Structure MuIGs an Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACIN REOT3 POST MIN FOOTS 8' I 17 I 18' POST MIN FOOTS 8' I 17 I 18' POST MIN FOOTS 8' I 17 I 18' LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTE SPACIN POST SIZE CONSTRAINED FOOTS (PSF) (FT) SLAB (FT) TYPE "d "d "d "d (FT) TYPE "d 'd 'd 'd (Fr) TYPE "d 21'-6" D 26 in In n in In In in In in in in in 30 3 9'8' A 24'8" D 25 29 32 36 15-0" C 21 26 29 33 30'-0" D 26 31 34 38 3.5 8'-2' A 23'-3" 0 26 29 32 36 13'-6" C 21 25 28 32 29'4" D 28 30 34 38 4 7"-1" A 21'-6" D 26 28 31 35 17.1" C 22 25 28 32 28'-0" D 28 30 33 37 4.5 6'4" A 20'-0" D 26 28 31 35 10-11" C 22 24 27 31 26'-11" D 29 30 33 37 5 5'8" A 18'-9" D 27 27 30 34 9'-10" C 22 24 26 30 26'-0" D 30 30 33 37 5.5 5'-2" A 1T-8" D 27 27 30 34 8'-11" C 22 23 26 30 25'•2" E 31 31 33 37 6 4'-9" A 168" D 27 27 30 33 8'-3' C 22 23 26 29 24'-6" E 31 31 32 36 6.5 4'4" A 15' -IW D 28 28 29 33 7'-T C 22 22 25 29 23'•10" E 32 32 32 36 7 4'-1" A 15'-1" D 28 28 29 33 7'-1" C 22 22 25 29 23'•3" E 32 32 32 36 7.5 3'•9" A 14'-5" D 28 28 29 33 6'-7" C 22 22 24 28 27.9" E 33 33 33 36 8 T-6" A 13'-10" D 28 28 28 32 6'-2' C 22 22 24 28 27.3" E 33 33 33 36 8.5 3'4" A 13'-3" D 29 29 29 32 5'-10" C 22 22 24 28 21'•9" E 34 34 34 35 9 3'-2" A 17-9" D 29 29 29 32 518" C 22 22 24 27 21'4" E 34 34 34 35 9.5 T-0" A 174" D 29 29 29 32 5'-2" C 22 22 23 27 21'-0" E 35 35 35 35 90 MPH 30 3 8'-9" A 24'-6" D 28 32 35 40 15'-0" C 24 28 32 36 30'-0" D 30 33 37 41 3.5 T-6" A 23'-3" D 29 31 35 39 13'-6" C 24 28 31 35 294" D 31 33 37 41 4 6'8" A 21'8" D 29 31 34 38 17-3" C 24 27 30 34 28'-0" D 32 33 36 41 4.5 5'-10' A 20'-0" D 30 30 34 38 10.11" C 24 26 29 34 26'-11" D 33 33 36 40 5 5'-3" A 18'•9" D 30 30 33 37 9'-10" C 24 26 29 33 26'-0" E 34 34 36 40 5.5 4'-9" A 1T8" D 31 31 33 37 8'-11" C 24 25 28 32 25'-2" E 34 34 35 40 6 4'4" A 16'8" D 31 31 32 37 8'-3" C 24 25 28 32 24'8" E 35 35 35 40 6.5 4'-0" A 15'-10" D 31 31 32 36 T•T C 24 - 24 27 32 23'-10" E 36 36 36 39 7 T-9" A 15-1" D 31 31 32 36 T-1" C 24 24 27 31 23'-3" E 36 36 36 39 7.5 T-6" A 14'-5" D 32 32 32 35 6'-T C 24 24 27 31 27-9" E 37 37 37 39 8 T-3" A 13'-10" D 32 32 32 35 6'-2" C 24 24 26 30 27-3" E 37 37 37 39 8.5 T-1" A 13'-3" D 32 32 32 35 T-10" C 24 24 26 30 21'-9" E 38 38 38 39 9 2'-11' A 12'-9" D 32 32 32 35 18" C 24 24 26 30 21'4" E 38 38 38 38 9.5 2'•9" L A 1 12'4" 1 D 1 33 1 33 1 33 1 34 11 5-2" 1 C 1 24 1 24 1 25 30 21'-0" 1 E 39 39 39 39 90 MPH EXPOSURE C ICC ESR 1398 6/1/2010 Page 22 of 59 June SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAE 90 MPH EXPOSURE C 20 12 Gau a x3"x8" Steel C Detail T 16 Ga 3"x8" Steel C Beam Detail T Double 12 Ga 3"x8" Steel C Beam T and AY TABLE 5.1 36 Attached Freestanding or Attached Freestanding or C Attached Freestanding or 33 37 Structure Multis an Units Structure Multis an Units 30 Structure Multis an Units GROUND TRIB POST POST MAXUFOOTER AX POST LENGTH MAX MAX POST LENGTH MAX 25'-10" MAX POST LENGTH SNOW WIDTH SPACING REO'D POST MIN I 17 I 18' POST MIN FOOTER 8' I 17 I 18' POST MIN FOOTER 8' I 17I 18'LOAD (Fr) ONSLAB FOR SPACIN POSTSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS(PSF) (FT) SLAB (FT) TYPE" 'd" 'd' (FT) TYPE "d" 'd• •d' 'd•(FT) 8'-11• TYPE 'd' •d' •d• 'd" D 31 in in (in In (in in 40 in) in In (in) 90 MPH EXPOSURE C 20 3 111.10" A 2T3" C 29 33 36 41 18'6' C 25 30 33 37 30'-0' 0 30 33 37 41 LIVE 3.5 10'-2• A 25'-10" D 30 32 36 40 16'6" C 26 29 32 37 30'-0' D 31 33 37 41 LOAD 4 8'-11• A 24'-9" D 31 32 35 40 15'-3" C 26 28 32 36 30'-0" D 33 33 37 41 ONLY 4.5 T-11' A 23'-9" 0 32 32 35 39 14'-0" C 26 28 31 35 29'-11" D 34 34 37 41 4' 5 T-1" A 27-7" 0 32 32 35 39 13'-0" C 27 27 31 35 28'-11" D 35 35 37 41 5.5 6'-5" A 21'4" 0 33 33 34 38 17.1" C 27 27 30 34 28'-0" D 36 36 36 41 6 5'-11' A 20'1• 0 33 33 34 38 IVA" C 27 27 30 34 2T-3" D 36 36 36 41 6.5 5-5" A 191-3" 0 33 33 33 38 10'-3• C 27 27 29 33 26'6• E 37 37 37 40 7 5'-1" A 18'4" D 34 34 34 37 916" C 27 27 29 33 26-10" E 38 38 38 40 7.5 4'-9" A 1T-7' 0 34 34 34 37 8'-11• C 27 27 28 32 25'-3" E 38 38 38 40 84'-5" 4'-1" A 16'-11" 0 34 34 34 37 8'4' C 27 27 28 32 24'-9• E 39 39 39 40 8.5 4'-2" A 16-3' 0 34 34 34 36 T-10" C 27 27 28 32 24'-3" E 39 39 39 39 9T.11" V-7" A 156" D 35 35 35 36 T-5" C 27 27 27 31 23'-9" E 40 40 40 40 9.5 T-9' A 15'-1' D 35 35 35 36 T-1• C 27 27 27 31 23'4" E 40 40 40 40 10 3'-6" A 14'-7" D 35 35 35 36 616' C 27 27 27 31 27-11" E 41 41 41 41 11 T-2" A 13'-9" D 35 35 35 35 B-1• C 27 27 27 30 273" E 42 42 42 1 42 9n MPH 25 3 10'-11" A 26'-2" 0 25 30 33 37 17"-2• C 22 27 30 34 30'-0" D 26 3134 37 38 POST SIZE CONSTRAINED FOOTER 3.5 9'A" A 24'-10" D 26 29 32 36 15'-5' C 22 26 29 33 30'-0" D 28 31 34 38 9' 4 8'-2" A 23'-9' D 27 29 32 36 14'-1" C 23 26 29 32 29'-11• D 29 31 34 38 n/a 4.5 7-3" A 276" D 28 29 32 36 17-11• C 23 25 28 32 28'-10" D 30 30 34 38 4' 5 6'-6" A 21'-1• D 28 20 31 35 11'-11• C 23 25 28 31 27"-10" D 31 31 33 37 5.5 5'-11" A 19'-11" D 28 28 31 35 10'-10" C 23 24 27 31 26'-11" D 31 31 33 37 6 5'-5" A 18'-10" D 29 29 30 34 9'-11' C 23 24 27 30 26'-2" D 32 32 33 37 6.5 5'-0" A 1T-11" D 29 29 30 34 9'-2" C 23 23 26 30 25'-6' E 32 32 33 37 7 4'6" A 17"-1" D 29 29 30 34 8'6" C 23 23 26 29 24'-10" E 33 33 33 36 7.5 4'A" A 16'4" D 29 29 30 33 8'-0" C 23 23 25 29 24'3" E 34 34 34 36 8 4'-1" A 164" D 30 30 30 33 T6" C 23 23 25 29 23'-9" E 34 34 34 36 8.5 Y-10' A 15'-1" D 30 30 30 33 T-1" C 23 23 25 29 23'4" E 34 34 34 36 9 V-7" A 14'6" D 30 30 30 33 6'6" C 23 23 24 28 22'-10" E 35 35 35 36 9.5 1 3'-5" A 14'-0' 1 D 30 30 1 30 32 6'4" C 23 23 24 28 22'-5" E 1 35 35 35 36 9n MPH FYPnSURE C 25 3 9'-7" A 24'6" D 28 32 35 40 15'-W C 24 28 32 36 30'-0" D 30 33 37 41 POST SIZE CONSTRAINED FOOTER 3.5 V-7' A 23'3" D 29 31 35 39 13'6" C 24 28 31 35 29'4" D 31 33 37 41 9' 4 T-2" A 21'6" D 29 31 34 38 17-3" C 24 27 30 34 28'-0" D 32 33 36 41 n/a 4.5 6'A" A 20'-0" D 30 30 34 38 10'-11" C 24 26 29 34 26'41" D 33 33 36 40 4' 5 T-9" A 18'-9' D 30 30 33 37 B-10' C 24 26 29 33 26-0" D 34 34 36 40 5.5 5'-T A 1T6" D 31 31 33 37 8'-11• C 24 25 28 32 25'-2" E 34 34 35 40 6 4'-9" A 16'6" D 31 31 32 37 8'-3" C 24 25 28 32 24'6" E 35 35 35 40 6.5 4'-S" A 15'-10" D 31 31 32 36 T-7" C 24 24 27 32 23'-10" E 36 36 36 39 7 4'-1" A 15'-1" D 31 31 32 36 T-1" C 24 24 27 31 23'-3" E 36 36 36 39 7.5 3'-10" A 14'.5" 0 32 32 32 35 6'-7" C 24 24 27 31 27.9" E 37 37 37 39 8 3'-7" A 13'-10" D 32 32 32 35 B-2" C 24 24 26 30 273" E 37 37 37 39 8.5 T-4" A 13'3" D 32 32 32 35 V-10" C 24 24 26 30 21'-9' E 38 38 38 39 9 T-7' A 17-9• D 32 32 32 35 5'6" C 24 24 26 30 21'4" E 38 38 38 38 9.5 T -O" A 174" D 33 33 33 34 F-2" C 24 24 25 30 21'-0" E 39 39 39 39 10 1 7.10" A 11'41" D 33 33 33 34 4'-11' C 24 24 25 29 2016" E 39 39 39 39 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 90 MPH EXPOSURE B 60 12 Gauge x3"x8" Steel C Detail T 16 Ga 3"x8" Steel C Beam Detail T Double 12 Ga 3"x8" Steel C Beam T and A` TABLE 5.1 D Attached Freestanding or Attached Freestanding or Attached Freestanding or 30 34 Structure Multis an Units Structure Multis an Units Structure Multis an Units GROUND TRIG POST POST MAX MAX POST LENGTH MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACIN REO'D POST MIN FOOTS 8' I 17 I 18' MIN FOOTE V I 12' I 18' POST MIN FOOTS 8' I 17 I 18' [SPA�CINC- LOAD (FT) FOR SPACIN POST SIZE CONSTRAINED FOOTER POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINEDFOOTS(PSF) 1014SLABI (FT) SLAB (FT) TYPE •d• 'd' 'd' 'd' TYPE 'd• 'd' "d" 'd' (FT) TYPE 'd' •d• •d' 'd' 22 26 in (in) In (in) (in) In in in in in in In 90 MPH EXPOSURE B 60 3 4'-10" A 1T-5" D 22 27 30 34 8'-9' C 18 23 26 30 24'-10" E 25 29 32 36 3.5 4'-2" A 15'-9" D 22 26 29 33 T6" C 18 22 25 29 23'-7" E 28 29 32 36 9' 4 3'-7- A 14'-5" D 23 26 29 33 6'-T C 18 22 24 28 27.7" E 27 29 32 36 n/a 4.5 T-2" A 13'-4" D 23 25 28 32 5'-10" C 18 21 24 28 21'6" E 27 28 31 35 4' 5 7-11" A 17.5" D 23 25 28 32 5'3" C 18 21 23 27 20'-11" E 28 28 31 35 5.5 7-7- A 111-8" D 24 25 27 31 4'-9" C 18 20 23 27 2014" E 28 28 31 35 6 7-5" A 10'-11" D 24 24 27 31 4'-5" C 18 20 23 27 19-9" E 29 29 31 35 6.5 2'-2" A 1014" D 24 24 27 31 4'-1' C 18 20 22 26 19'-2" E 30 30 31 34 7 2'-1" A 9'-10" D 24 24 26 30 3'-9" C 18 19 22 26 18'-9" E 30 30 30 34 7.5 1'-11" A 9'4• E 24 24 26 30 3'6' C 1 18 19 22 26 18'4" E 30 30 30 34 8 V.9" A 8'-11" E 25 25 26 30 3'-3" C 18 19 22 26 1T-11' F 31 31 31 34 8.5 11.8 A 8'6• E 25 25 26 29 3'-1" C 18 /9 21 25 1T-5" F 31 31 31 34 90 MPH EXPOSURE C 60 3 4'-10" A 1T-5" D 25 29 33 37 8'-9" C 20 25 28 32 24'-10' E 28 32 35 40 3.5 4'-2' A IS' -9" D 25 29 32 36 T6" C 20 24 27 31 23'-7" E 29 31 35 39 9' 4 T -7-A 10.5' 14'-S" D 26 28 31 35 V_7" C 20 24 27 31 27-7" E 30 31 35 39 n/a 4.5 3'-2" A 13'4" D 26 28 31 35 5-10' C 20 23 26 30 21'-8" E 31 31 34 39 4' 5 7.11" A 17.5" D 26 27 30 34 5'-3" C 20 23 26 30 20'-11" E 31 31 34 38 5.5 2'-7• A 11'-8" D 27 27 30 34 4'-S" C 20 22 25 29 20'4• E 32 32 34 38 6 2'-5• A 10'-11" D 27 27 30 34 4'-5" C 20 22 25 29 19'-9" E 33 33 34 38 6.5 2'-2' A 10'4" D 27 27 29 33 4'-1" C 20 21 24 29 19'-2' E 33 33 33 38 7 7-1• A 9'-10' 0 27 27 29 33 T-9" C 20 21 24 28 18'-9' E 34 34 1 34 1 37 OVER- Post Description Maximum Footing Max Hei ht POST TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 12' D 0.041'x3'x3" Steel Clover d= 23" 8' E HANG 15' F 3/16"x4"x4" Steel Square d= 38" 18' PROJECTION OF SINGLE SPAN STUCTURES (FT) 5/16'x4'x4' Steel Square d= 42" 18' H (FT) 6' T 8' 9' 10' 11' 17 13' 14' 15' 16 1T 18' 19' 20' 21' 27 0' 3' 3.5' 4' 4.5' T 5.5' 6' 6.5' 7' 7.5' 8' 8.6 9' 9.5' 10' 10.5' 11' 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' T 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 2' Na n/a n/a n/a n/a 6.5 7' 7.5' 8' 8.5 9' 9.6 10' 10.5' 11' 11.5' 17 3' Na Na Na n/a n/a Na Na Na Na Na 9.5' 10' 10.5' 11' 11.5' 17 12.5' 4' Na n/a Na n/a n/a Na Na Na Na Na Na Na Na Na Na 12.5' 13' TABLE 5.4 Post Requirements for Freestanding Structures Post Description Maximum Footing Max Hei ht POST 0.041 "x3"x3" Steel Clover d= 23" 12' D 0.041'x3'x3" Steel Clover d= 23" 8' E 3/16"x3'x3" Steel Square d= 32" 15' F 3/16"x4"x4" Steel Square d= 38" 18' G 5/16'x4'x4' Steel Square d= 42" 18' H 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN Amerimax Building Products UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT 5208 Tennyson Parkway FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 Plano, Texas 75024 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 10. USE THE APPROPRIATE DETAILS Carl Putnam, P. E. 3441 Ivylink Place FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN Lynchburg, VA 24503 SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.1 cariputnani tilcomcast.net SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1398 6/1/2010 Page 23 of 59 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS 9n MPH ExPr 10 6.5' Roll Formed Fascia Detail E California Extruded Fa 'a Detail G Classic Extruded Fascia Detail H TABLE 5.6 19 Attached Freestanding or 22 Attached Freestanding or Attached Freestanding or 13'-5" A $WCture Mullis n Units 20 SWcture Multispan Units Structure Mullis an Units GROUND TRIG POST POST MAX MAX POST LENGTH 22 MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPAGNG REDD POST MIN FOOTER 8- I 10' I 17 3.5 MIN FOOTER V I 10' I 17 POST MIN FOOTER 8' I 10' I 17 LOAD (FT) ON SLAB FOR SPACINGPOST SIZE CONSTRAINED FOOTS DSPA�CIN POST SIZE CONSTRAINEDFOOTS SPACING POST SIZE CONSTRAINED FOOTE (PSF) (FT) SLAB (FT) TYPE 'd' •d' -d' 'd• A TYPE 'd' 'd' 'd' 'd' (Fr) TYPE 'd' 'd' 'd' 'd• 21 21 in in n In 15-5" in In In in in in in In 9n MPH ExPr 10 3 27-0" A 11'-6" A 19 21 22 24 13'-5" A 20 20 21 22 16'-2" A 22 22 23 24 LIVE 3.5 19'-5' A 101.7" A 20 20 22 23 17-9" A 21 21 21 22 15-5" A 22 22 23 24 LOAD 4 1T-0' A 9'-3" A 20 20 21 23 17-2' A 22 22 22 22 14'-9' A 23 23 23 24 ONLY 4.5 15.1" A 8'-5" A 20 20 21 22 11'-9" A 22 22 22 22. 14'-2' A 24 24 24 24 5 13'-T A T-9' A 20 20 21 22 1114' A 23 23 23 23 13'-9' B 24 24 24 24 5.5 174' A T-2" A 20 20 20 22 11'-0" A 23 23 23 23 13'-4" B 25 25 25 25 6 11'4' A 6'4" A 20 20 20 21 101-8" A 24 24 24 24 17-11" B 25 25 25 25 6.5 1015" A 6'-3" A 20 20 20 21 10'4" A 24 24 24 24 17-7' B 26 26 26 26 7 91-0' A 5-10" A 20 20 20 21 10'-1" B 24 24 24 24 174" B 26 26 26 26 7.5 9'-1' A T-6" A 20 20 20 21 9'-11" B 25 25 25 25 17-0' B 27 27 27 27 8 8'-6" A T-2" A 21 21 21 21 9'-7' B 25 25 25 25 11'-9' C 27 27 27 27 8.5 8'-0" A 4'-11" A 21 21 21 21 9'-3' B 25 25 25 25 111-0" C 27 27 27 27 9 T-0" A 4'-8" A 21 21 21 21 8'-11' B 26 26 26 26 11'4' C 28 28 28 28 9.5 7* -2" A 4'-5" A 21 21 21 21 81-W B 26 26 26 26 11'-1' C 28 28 28 28 10 6'-9" A 4'-3" A 21 21 21 21 8'-5' B 26 26 26 26 10'-11' C 28 28 28 28 11 6'-2" A T-11" A 21 21 21 21 8'-0' B 26 26 26 26 10'-7' C 29 29 29 29 12 5'-8" A 3'-T A 21 21 21 21 7'-0' C 27 27 27 27 10'4' C 29 29 29 29 13 T -Y A 3'4" A 21 21 21 21 T-3' C 27 27 27 27 10'-0 C 33 30 30 30 90 MPH 10 3 271" A 111-6" A 22 23 24 26 17-0' A 22 22 22 24 14'-7- A 23 23 25 26 LIVE 3.5 19'-5" A 19.7" A 22 22 24 25 11'5" A 23 23 23 24 13'-11" A 24 24 24 26 LOAD 4 1T-0" A 9-3" A 22 22 23 25 10'-11" A 23 23 23 23 13'4" B 25 25 25 26 ONLY 4.5 15'-1" A V-5" A 22 22 23 24 101{6" A 24 24 24 24 17.10" B 26 26 26 26 5 13'-T A T-9" A 23 23 23 24 10'-1" A 25 25 25 25 174" B 26 26 26 26 5.5 174" A T-2" A 23 23 23 24 9-10" B 25 25 25 25 17-0' B 27 27 27 27 6 1114" A 9-8" A 23 23 23 23 91-0" B 26 26 26 26 111-8" B 27 27 27 27 6.5 10'-5" A 6-3" A 23 23 23 23 T-3" B 26 26 26 26 11'4" C 28 28 28 28 7 91-8" A 5'-10" A 23 23 23 23 9'-1" B 26 26 26 26 11%1" C 28 28 28 28 7.5 9'-1" A 5'-6" A 23 23 23 23 8'-10" B 27 27 27 27 10'-10" C 29 29 29 29 8 V-6" A 5'-2" A 23 23 23 23 81-W B 27 27 27 27 10'-7" C 29 29 29 29 8.5 8'-0" A 4'-11" A 23 23 23 23 8'-0' C 28 28 28 28 10'-5" C 30 30 30 30 9 7-0' A 4'-8" A 23 23 23 23 64" C 28 28 28 28 10'-2" C 30 30 30 30 9.5 7-2" A 4'-5' A 23 23 23 23 8'-2" C 28 28 28 28 10'-0" C 30 30 30 30 10 6'-9" A 4'-3" A 23 23 23 23 T-11" C 29 29 29 29 9'-10" C 31 31 31 31 11V-2" T-2" A T-11" A 23 23 23 231-r 11" C 29 29 29 29 9'-0" C 31 31 31 31 12 5'-8' A 3'-T A 23 23 23 23 T-3' C 29 29 29 29 11 C 32 32 32 32 13 5'-2" A 3'4" A 23 23 23 23 6'-11' C 30 30 30 30 9'-0" C 33 33 33 33 90 MPH EXPOSURE B 20 3 11'-10" A 6-11" A 16 19 20 22 11'-5" A 19 19 20 22 14'-5" B 21 21 23 24 LIVE 3.5 10'-2" A 6'-1" A 16 19 20 21 10'{6" B 20 20 20 21 13'-8" B 21 21 22 24 LOAD 4 8'-11" A 5'-5" A 17 18 20 21 9'-9" B 20 20 20 21 13'-1" C 22 22 22 23 ONLY 4.5 T-11" A 4'-11" A 17 18 19 20 9'-7' B 20 20 20 21 12'-7" C 23 23 23 23 5 T-1" A 4'-5" A 17 18 19 20 81-8" B 21 21 21 21 17-2" C 23 23 23 23 5.5 6'-5" A 4'-1" A 17 17 19 20 8'-3' B 21 21 21 21 11'-9" C 24 24 24 24 6 5'-11" A T-9" A 17 17 19 20 7'-10" B 21 21 21 21 11'-5" C 24 24 24 24 6.5 5'-5" A T-6" A 17 17 18 20 T-6" C 22 22 22 22 11--1- C 25 25 25 25 7 5'-1" A T-3" A 17 17 18 19 T -r C 22 22 22 22 10'-10" C 25 25 25 ' 25 7.5 4'-9" A T-1" A 17 17 18 19 6'-11" C 22 22 22 22 10'-7" C 25 25 25 25 6 4--5" A 7-10" A 17 17 18 19 8'-0" C 22 22 22 22 10'4" C 26 26 26 26 8.5 4'-2' A 7-8" A 17 17 18 19 6'-S C 22 22 22 22 10'-2" D 26 26 26 26 9 T-11" A 7-7- A 17 17 18 19 6'-2' C 23 23 23 23 10'-0' D 26 26 26 26 9.5 3'-9" A 7-5" A 17 17 18 19 6'-0' C 23 23 23 23 9'-V D 27 27 27 27 10 11" A 2'4" A 17 17 18 20 5'-10" C 23 23 23 23 9'-7" D 27 27 27 27 11 T-2" A 2'-1" A 17 17 19 20 11" C 23 23 23 23 9'-2" D 28 28 28 28 12 2'-11" A 1'-11" A 17 17 19 20 5'-3" C 24 24 24 24 8'-9" D 28 28 28 28 13 1 2'-8' 1 A I 1'-9' A 1 17 1 18 19 1 20 11 T-0" I C 1 24 1 24 1 24 1 24 11 8'-5" D 28 28 28 28 90 MPH EXPOSURE R 30 6.5' Roll Formed Fascia Detail E California Extruded Fascia Detail G Classic Extruded Fascia Detail H TABLE 5.6 -7S Attached Freestanding or 20 Attached Freestanding or Attached Freestanding or 9'-0" B re Mullis n Units 18 Structure Multispan Units Structure Mullis an Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POSTLENGTH MAX MAY POST LENGTH SNOW WIDTH SPACING REOD POST MIN FOOTSF 8' I 10' I 17 POST MIN FOO -MF 10' I 17 POST MIN DOTE 8' I 10' I 17 LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTS SPACINGPOST SIZE CONSTRAINED FOOTS (PSF) (FT) SLAB (FT) TYPE 'd' 'd 'd' •d' (FT) TYPE'd" 'd' 'd" •d' (FT) 19 20 In In in in 17-3" In In in in in In in in 90 MPH EXPOSURE R 30 3 9'4i' A 5'4' A 15 18 20 21 9'-0" B 18 18 20 21 17-11" C 20 21 22 23 3.5 8'-2" A 4'-8' A 15 18 19 20 8'-11• B 19 19 20 21 17-3" C 21 21 22 23 4 7'-1" A 4'-1' A 15 17 19 20 81-3' B 19 19 19 21 11'-9" C 21 21 22 23 4.5 6'4' A 1-8' A 15 17 19 20 7`9' B 19 19 19 20 11'4• C 22 22 22 23 5 5'-8' A 14" A 15 17 18 20 7'4' B 20 20 20 20 10'-11' C 22 22 22 23 5.5 5.2' A T-1" A 15 17 18 19 6'-11" B 20 20 20 20 10'-T C 23 23 23 23 6 4'-9" A 7-10" A 15 17 18 19 5-7- C 20 20 20 20 10'-3' C 23 23 23 23 6.5 4'4' A 7-7' A 15 16 18 19 6'-3' C 20 20 20 20 10'-0' C 24 24 24 24 7 4'-1" A 7-5' A 15 16 1B 19 5-0' C 21 21 21 21 91-9' D 24 24 24 24 7.5 3'-9" A 7-3" A 15 16 18 19 5'-9" C 21 21 21 21 9-6' D 25 25 25 25 8 11" A 7-2" A 15 16 18 19 5'-7- C 21 21 21 21 91.7' 0 25 25 25 25 8.5 3'4' A 71' A 15 17 18 19 5'4' C 21 21 21 21 91-W 0 25 25 25 25 9 T-2' A 1'-11" A 15 17 18 19 5'-2' C 21 21 21 21 81-8' 0 25 25 25 25 9.5 3'1' A 1'-10" A 15 17 18 19 5'-W C .21 21 21 21 8'-0" 0 26 26 26 26 90 MPH EXPOSURE C 30 3 T-9" A 14" A 17 20 21 23 91-W B 20 20 22 23 12'-11" C 23 23 24 25 3.5 7-6" A 4'-0' A 17 19 21 22 8'-11" B 21 21 21 23 12'-3" C 23 23 24 25 4 V-6" A 4'-i' A 17 19 20 22 81-3' B 21 21 21 22 11'-9" C 24 24 24 25 4.5 5'-10' A T-8" A 17 19 '20 22 T-9" B 22 22 22 22 11'4" C 25 25 25 25 5 5.3" A 3'4' A 17 18 20 21 7"4" C 22 22 22 22 10'-11" C 25 25 25 25 5.5 4'-9" A V-1' A 17 18 20 21 6'-11" C 22 22 22 22 10'-r C 26 26 26 26 6 4'4" A 7.10' A 17 18 19 21 6'-T C 23 23 23 23 10'-3" C 26 26 26 26 6.5 4'-0" A 7-7- A 17 18 19 21 6'-3• C 23 23 23 23 10'-0' D 27 27 27 27 7 3'-9" A 7-5" A 17 18 19 21 6'-0' C 23 23 23 23 9'-T D 27 27 27 27 7.5 3'-0" A 2'-3" A 17 18 19 21 5'-9' C 23 23 23 23 91-W D 28 28 28 28 8 X-3"' A 7-2" A 17 18 19 21 5'-7- C 24 24 24 24 9'-3' D 28 28 28 28 8.5 T-1" A 2'-0" A 17 18 20 21 64' C 24 24 24 24 9'-0' D 28 28 28 28 9 T-11" A 1'-11" A 17 18 20 21 5'-2' C 24 24 24 24 8'41' D 28 28 28 28 9.5 1 2'-9- A I 1'-10" A 17 18 20 21 5%0" 1 C 1 24 1 24 1 24 24 8'-6' D 29 29 1 29 1 29 ICC ESR 1398 6/1/2010 Page 24 of 59 June 24, 2010 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAE 90 MPH FXPr1Cl IRE C 20 6.5' Roll Formed Fascia Detail E California Extruded Fascia Detail G Classic Extruded Fascia Detail H TABLE 5.6 6'-11" Attached Freestanding or Attached Freestanding or Attached Freestanding or 18 21 Structure Multis an Units Structure Multis an Units Structure MuIBs an Units GROUND TRIG POST POST MAX X POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REO'D POST MIN FOI 10' I 17 POST MIN FOOTER 8' I 10' I 17 POST MIN FOOTER 8' I 10' I 17 LOAD (FT) ON SLAB FOR I I SPACING JSTRAINED POST SFOOTS SPACINGPOST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS (PSF) (FT) SLAB (FT) TYPE 'd' 'd" (FT) TYPE "d" "d' 'T 'd' (FT) TYPE "d" "d" 'd" 'd" 26 LIVE n In (in) In In In In in In in 90 MPH FXPr1Cl IRE C 20 3 11'-10" A 6'-11" A 18 21 22 24 11'-5" A 22 22 22 24 14'-5' B 23 23 25 26 LIVE 3.5 10'-2" A 6'-1" A 18 20 22 23 10'8" B 22 22 22 23 13'5" B 24 24 24 26 LOAD 4 8'-11" A 5'-5" A 19 20 21 23 9'-9" B 23 23 23 23 13'-1" C 25 25 25 25 ONLY 4.5 T-11" A 4'-11" A 19 19 21 22 9'-r B 23 23 23 23 17-7" C 26 26 26 26 4' 5 T-1' A 4'-5" A 19 19 21 22 81S' B 23 23 23 23 17-2" C 26 26 26 26 5.5 6'5" A 4'-1' A 19 19 20 22 8'-3' B 24 24 24 24 11'-9" C 27 27 27 27 6 5'-11' A T-9" A 19 19 20 22 7'-10" B 24 24 24 24 11'5" C 27 27 27 27 6.5 5'5' A Y-6" A 19 19 20 21 718' C 24 24 24 24 11'-1" C 28 28 28 28 7 5'-1' A Yr A 19 19 20 21 7'-r C 25 25 25 25 10'-10' C 28 28 28 28 7.5 4'-9" A 3'-1" A 19 19 20 21 6'-11" C 25 25 25 25 10'-7' C 29 29 29 29 8 4'-5" A 2'-10" A 19 19 20 21 61S" C 25 25 25 25 10'4" C 29 29 29 29 8.5 4'-r A 2'8" A 19 19 20 21 6'-5" C 25 25 25 25 10'-2" D 29 29 29 29 9 3'-11" A 2'-T A 19 19 20 21 6'-2" C 25 25 25 25 10'-0' D 30 30 30 30 9.5 3'-9" A 2'-5" A 19 19 20 21 6'-0" C 26 26 26 26 9'-9" D 30 30 30 30 10 T-6" A 2'4" A 19 19 20 21 5'-10" C 26 26 26 26 9'-7" D 30 30 30 30 11 T -r A 2'-1" A 19 19 20 22 5'8" C 26 26 26 26 9'-r D 31 31 31 31 911 MPH FXPr1Cl IRE R 25 3 10'-11" A 6'-0' A 16 19 20 21 10'-9" A 19 19 20 21 13'-10" 8 20 21 22 24 POST MIN FOOTER8' I 10' I 17 3.5 9'4" A 5'8' A 16 18 20 21 9'-11" B 19 19 20 21 13'-2" C 21 21 22 23 9' 4 8'-r A 4'-11' A 16 18 19 21 9'-3' B 20 20 20 21 17-7" C 22 22 22 23 Ne 4.5 T3" A 4'-5" A 16 18 19 20 8'S' B 20 20 20 21 17-1" C 22 22 22 23 4' 5 6'8' A 4'-0" A 16 17 19 20 8'-2" B 20 20 20 21 1118" C 23 23 23 23 5.5 5'-11" A X-8" A 16 17 18 20 7'-9" B 21 21 21 21 11'4" C 23 23 23 23 6 5'-15" A X-5" A 16 17 18 20 T4' C 21 21 21 21 11'-0' C 24 24 24 24 6.5 5'-0' A T -r A 16 17 18 19 T-0" C 21 21 21 21 10'5" C 24 24 24 24 7 4'S" A 2'-11' A 16 17 18 19 6'-V C 21 21 21 21 10'5' C 25 25 25 25 7.5 4'4" A 2'-9' A 16 16 18 19 6'8" C 22 22 22 22 10'-2' C 25 25 25 25 8 4'-1" A 2'-7" A 18 16 18 19 6'-3" C 22 22 22 22 10'-0" D 25 25 25 25 8.5 3'-10" A 2'-5" A 18 17 18 19 6'-0" C 22 22 22 22 9'-9' D 26 26 26 26 9 T -T A 2'4' A 16 17 18 19 T-10" C 22 22 22 22 9'-7' D 26 26 26 26 9.5 Y-5" A 2'-2" A 16 17 18 19 T -T` C 22 22 22 22 9'4" D 26 26 26 26 en MPH 25 3 9'-7- A 5'4" A 17 20 21 23 91S' B 20 20 22 23 17-11" C 23 23 24 25 POST MIN FOOTER8' I 10' I 17 3.5 8'-2" A 4'8" A 17 19 21 22 8'-11' B 21 21 21 23 17J" C 23 23 24 25 9' 4 T -r A 4'-1" A 17 19 20 22 8'-3' B 21 21 21 22 11'-9" C 24 24 24 25 Ne 4.5 64" A 3'S" A 17 19 20 22 r-9' B 22 22 22 22 11'4" C 25 25 25 25 4' 5 5'-9' A 3'4" A 17 18 20 21 r4" B 22 22 22 22 10'-11" C 25 25 25 25 5.5 5'-r A 7.1" A 17 18 20 21 6'-11' B 22 22 22 22 10'-7" C 26 26 26 26 64'-9' 2'1" A 7.10" A 17 18 19 21 6'-7" C 23 23 23 23 10'.7" C 26 26 26 26 6.5 4'-5" A 7.7" A 17 18 19 21 6'-3" C 23 23 23 23 10'-0" C 27 27 27 27 7 4'-1" A 7-5" A 17 18 19 21 61-0" C 23 23 23 23 9'-9" D 27 27 27 27 7.5 T-10" A 7-3" A 17 18 19 21 V-9" C 23 23 23 23 9'8" D 28 28 28 28 8 3'-T A 7-2" A 17 18 19 21 5'-7" C 24 24 24 24 9'-3" D 28 28 28 28 8.5 3'4' A 7-0" A 17 18 20 21 64" C 24 24 24 24 91-0' D 28 28 28 28 9 T -r A 1'-11" A 17 18 20 21 S -r C 24 24 24 24 8'S' D 28 28 28 28 9.5 3'4r A VAT A 17 18 20 21 5'-0" C 24 24 24 24 8'8' D 29 29 29 29 10 7-10' A V-9" A 17 18 20 21 4'-10' C 24 24 24 24 8'-3" D 29 29 29 29 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.6 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 90 MPH FXPr1SIIRF R 60 6.5" Roll Formed Fascia Detail E California Extruded Fascia Detail G Classic Extruded Fascia Detail H TABLE 5.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or V-10" Structure MuIGs an Units Structure Multis an Units Structure Multis an Units GROUND TRIB POST POSTik MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACIN REO'D 8' I 10' I 17 POST MIN FOOTER8' I 10' I 17 POST MIN 8' I 10' I 17 LOAD (FT) ON SLAB FOR CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTE IFOOTS SPACIN POST SQE CONSTRAINED FOOTS(PSF) (FT) SLAB "d' "d' -d' (FT) TYPE 'd" -d- 'd' "d' (FT) TYPE 'd' 17 17 in In In In In In) in) In in (in) In 90 MPH FXPr1SIIRF R 60 3 4'-10" A 3'-0" A 12 17 18 19 V-10" C 16 17 19 20 10'-5" C 19 20 21 22 3.5 4'-2" A 2'-7" A 12 16 18 19 6-3" C 17 17 19 20 9'-11" D 19 20 21 22 9' 4 3'-r A 2'-3" A 12 16 17 19 5'-9" C 17 17 18 20 9'8" D 20 20 21 22 Ne 4.5 3'-2* A 2'-0" A 12 16 17 19 5'4" C 17 17 18 19 9'-0' D 20 20 21 22 4' 5 2'-11" A 1'-10' A 12 16 17 18 5'-0" C 17 17 18 19 8'8' D 21 21 21 22 5.5 2'-7' A 1'S' A 12 16 17 18 4'-9" C 18 18 18 19 8'-1" D 21 21 21 22 6 2'1" A V-6" A 12 18 17 19 4'8' C 18 18 18 19 7'-9" D 21 21 21 21 6.5 2'-2" A 1'5' A 12 16 17 19 4'-3" C 18 18 18 19 T-5" D 22 22 22 22 7 2'-1" A 1'-0' A 12 16 18 19 4'4' C 18 18 18 19 T-1' D 22 22 22 22 7.5 1'-11" 1 A 1'-3' A 12 16 18 19 T-11' C 18 18 18 19 6'-10" D 22 22 22 22 8 1'-9" A V-2" A 12 16 18 19 T-9' C 18 18 18 19 6'-7' D 22 22 22 22 8.5 1'S" A 1'-1" A 12 W 18 19 3'-T C 19 19 19 19 6'-5" D 22 22 22 22 90 MPH EXPOSURE C 60 3 4'-10" A 3'-0" A 14 18 20 21 8'-10' C 18 19 20 22 10'-5" C 21 22 23 24 3.5 4'-2" A 2'-7" A 14 18 19 21 6'-3' C 19 19 20 22 9'-11" 0 22 22 23 24 9' 4 3'-7" A 2'J" A 14 17 19 20 V-9' C 19 19 20 21 9'8" D 22 22 23 24 Ne 4.5 3'-2" A 2'-0" A 14 17 19 20 T-4" C 19 19 20 21 91-0" D 23 23 23 24 4' 5 2'-11" A 1'-10" A 14 17 19 20 5'-0' C 20 20 20 21 8'8" D 23 23 23 24 5.5 2'-7' A 11S" A 14 17 19 20 4'-9' C 20 20 20 21 8'-1" D 24 24 24 24 6 2'-5' A 1'8" A 14 17 19 20 4'8" C 20 20 20 21 T-9" D 24 24 24 24 6.5 2'-r A 1'S" A 14 17 19 20 4'-3" C 20 20 20 21 T-5' D 24 24 24 24 7 2--1' A 1'4' A 14 18 19 21 4--1' C 20 20 20 21 T -1'I D 1 24 1 24 1 24 1 24 OVER- Post Description Maximum Fooling Max Hei ht POST TABLE 52 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 12' D 0.041 "x3"x3" Steel Clover d= 23" 8' E HANG 15' F 4;L4 Steel S uare d= 38" 18' PROJECTION OF SINGLE SPAN STUCTURES (FT) 1211§ 51,6;L .4Steel Square d= 42" 18' H (FT) 6' T 8' 9' 10' 11' 17 13' 14' 15' 16' 1T 19 19' 20' 21' 22' 0' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.6 T 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' T 7.5' 8' 8.6 9' 9.5' 10' 10.5' 11' 11.5' 2' Ne Na Na Ne Na 6.5' T 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 3' Na Na Na Na Na Na Na Na Na Na 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 4' 1 Na Na Na Ne Ne Na Na Na Na Na Na Na Na Na n/a 12.5' 13' TABLE 5.4 Post Requirements for Freestanding Structures Post Description Maximum Fooling Max Hei ht POST 0.041 "x3"x3" Steel Clover d= 23" 12' D 0.041 "x3"x3" Steel Clover d= 23" 8' E 3/16"x3"x3" Steel S uare d= 32" 15' F 4;L4 Steel S uare d= 38" 18' G 1211§ 51,6;L .4Steel Square d= 42" 18' H 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN Amerimax Building Products UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT 5208 Tennyson Parkway FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 Plano, Texas 75024 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 10. USE THE APPROPRIATE DETAILS Carl Putnam, P. E. 3441 Ivylink Place FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN Lynchburg, VA 24503 SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.6 carloutnamCdeomcast.net SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. FOLLOW 9.10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1398 6/1/2010 Page 25 of 59 eno DA"^ AUM rf1YMC0r1A1 rt%V oa IY On YDY whin ADCA9 10 5.5" Extruded Fascia Detail L Alaskan Extruded Fascia Detail K 0.041'x3'x3' Steel Cloverleaf Detail W TABLE 5.6 19 Attached Freestanding or Attached Freestanding or Attached Freestanding or 14'-7' A Structure Multispan Units SWciure Mullis an Units Structure Multispan Units GROUND TRIG POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING RE01D POST MIN FOOTER 8' I 10' I 17 POST MIN FOOTER T I 10' I 1Y POST MIN FOOTER 8' I 10' I 17 LOAD (FT) ON SLAB FOR SPACINGPOST SIZE CONSTRAINED FOOTS SPACINGPOST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS (PSF) (FT) SLAB (FT) TYPE 'Cr 'd" 'd •d• (FT) TYPE "d" 'd •d• •d (FT) TYPE •d• "d• •d •d 22 22 In) n In in n In In in 10 3 22'6" A 11'-5"A A 19 20 21 23 14'-7' A 21 21 22 24 17-0' A 20 21 23 24 LIVE 3.5 191.5" A 11'4" A 20 20 21 22 13'-10" A 22 22 22 23 111-5" A 20 21 22 24 LOAD 4 1T-0• A 10.6" A 21 21 21 22 13'3" A 22 22 22 23 10'-11" A 21 21 22 23 ONLY 4.5 15'-1" A 10'4" A 21 21 21 22 17-9" A 23 23 23 23 10.6" A 21 21 22 23 23 5 13'-7" A 10'-1' A 22 22 22 22 174" A 23 23 23 23 10'-2' A 22 22 22 23 22 5.5 17.4" A 9'-10" A 22 22 22 22 11'-11" A 24 24 24 24 9'-10" A 22 22 22 23 22 6 11.4" A 916" A 23 23 23 23 11'-7' B 24 24 24 24 916" A 23 23 23 23 22 6.5 10'-5" A 916" A 23 23 23 23 11'-3' B 25 25 25 25 913" A 23 23 23 23 22 7 916" A 9'4' A 24 24 24 24 11'-01 B 25 25 25 25 8'-11" A 23 23 23 23 22 7.5 9'-1" A 9'•2" B 24 24 24 24 V-91 B 26 26 26 26 8'6" A 24 24 24 24 22 8 8'6" A 91-0" B 25 25 25 25 1016" B 26 26 26 26 V -r A 24 24 24 24 22 8.5 8'-0" A 8'-10" B 25 25 25 25 1014• B 26 26 26 26 7'-11" A 24 24 24 24 21 9 7'6" A 81•T B 25 25 25 25 10'-11 B 27 27 27 27 7,.r B 24 24 24 24 21 9.5 7"-2" A V-5" B 26 26 26 26 9'-11• C 27 27 27 27 T4" B 24 24 24 24 10 V-9" A 8'-3" B 26 26 26 26 9'-9" C 27 27 27 27 7'-1" B 25 25 25 25 11 6'-2" A 8'-0" B 26 26 26 26 9'-5" C 28 28 28 28 6'6" B 25 25 25 25 12 5'6" A 7'•9" C 27 27 27 27 9'-r C 28 28 28 28 6'4" B 25 25 25 25 13 5'-Y A 6'•T C 27 27 27 27 8'-11• C 29 29 29 29 6'-0' B 25 25 25 25 10 3 276' A 101-r A 21 21 23 24 13'-0• A 23 23 24 25 10'•9"A A 21 23 24 25 LIVE 3.5 15-5" A 101•2" A 22 22 23 24 17-5• A 23 23 24 25 10'-2* A 22 22 24 25 LOAD 4 1T-0" A 9'-10" A 23 23 23 24 11'-10" A 24 24 24 25 9'-9' A 23 23 24 25 ONLY 4.5 15'•1' A 9'-T' A 23 23 23 24 11'-5" A 25 25 25 25 9'-5" A 23 23 23 25 23 5 13'-7" A 14" A 24 24 24 24 11'-0" B 25 25 25 25 9'-1" A 24 24 24 25 22 5.5 12'4" A 9'-1" A 24 24 24 24 1016" B 26 26 26 26 8'-9" A 24 24 24 24 22 6 114' A V-11" B 25 25 25 25 10'4" B 26 26 26 26 8.6" A 25 25 25 25 22 6.5 10'•5' A 8.6" B 25 25 25 25 101•1" B 27 27 27 27 B' -r B 25 25 25 25 22 7 16" A 8'-5" B 26 26 26 26 91•10' B27 24 27 27 27 T-10• B 25 25 25 25 22 7.5 9'-1" A V -2"B C 26 26 26 26 9'-r C 28 28 28 28 T-7" B 26 26 26 26 22 8 8'6" A 8'-0" B 27 27 27 27 9'-5" C 28 28 28 28 7'4" B 26 26 26 26 22 8.5 8'-0" A T-9" B 27 27 27 27 9'-r C 28 28 28 28 T -Y B 26 26 26 26 21 9 T6" A T-7" B 27 27 27 27 91-0" C 29 29 29 29 6'-11" B 26 26 26 26 21 9.5 T-2" A T6" C 28 28 28 26 8'-10" C 29 29 29 29 6'-9" B 27 27 27 27 10 6-9" A 7'4" C 28 28 28 28 8'-9" C 29 29 29 29 6'-7" B 27 27 27 27 11 6'-r A 7'-0" C 28 28 28 28 8'-5" C 30 30 30 30 6'-3" B 27 27 27 27 12 5'6" A 6'-9" C 29 29 29 29 8'-Y C 31 31 31 31 6'-0" C 28 28 28 28 13 22' A 6'•T C 29 29 29 29 8'-0' C 31 31 31 31 5'-9" C 28 1 28 1 28 1 28 20 3 11'-10" A 11'-5" A 19 20 21 23 17-V B 20 20 22 23 10'-11 A 18 20 22 23 LIVE 3.5 10'-2" A 11' -0" B 20 20 21 22 11'-10" B 20 20 21 23 9'-2" A 19 20 21 23 LOAD 4 8'-11" A 1016" B 21 21 21 22 11'4' B 21 21 21 23 8'•5" A 19 20 21 22 ONLY 4.5 7'•11' A 1014" B 21 21 21 22 10'-11" C 22 22 22 22 T-10" A 19 19 21 22 23 5 T-1" A 10'-0" C 22 22 22 22 10'6" C 22 22 22 22 7'4" B 20 20 21 22 22 5.5 6'-5" A 916" C 22 22 22 22 10'-2" C 23 23 23 23 V-11" B 20 20 20 22 22 6 5'-11" A 91-0" C 22 22 22 22 9'-11" C 23 23 23 23 6'6" B 20 20 20 21 22 6.5 51-5" A 8'-7" C 23 23 23 23 916" C 24 24 24 24 V -r B 20 20 20 21 22 7 T-1" A 8'-3" C 23 23 23 23 9'-5" C 24 24 24 24 5'-11• B 20 20 20 21 22 7.5 4'-9" A T-11" C 23 23 23 23 9'-r C 24 24 24 24 T-7" B 21 21 21 21 22 84'-5" 3'6• A T6" C 23 23 23 23 9'-0" C 25 25 25 25 5'-5" B 21 21 21 21 22 8.5 4'•Y A 4 7'" C 23 23 23 23 8'-9' C 25 25 25 25 5'•Y B 21 21 21 21 21 9 X-11" A 7'•1" C 24 24 24 24 816" C 25 25 25 25 5'-0" B 21 21 21 21 21 9.5 T-9" A V-11" C 24 24 24 24 8'-3" C 25 25 25 25 4'-9" B 21 21 21 21 10 3'6" A 6'6" C 24 24 24 24 8'-0" C 25 25 25 25 4'-7" B 21 21 21 21 11 3'-r A 6'4" C 24 24 2424 7'-7' C 26 26 28 26 4'4" B 21 21 21 21 12 2'-11" A 6'-0' C 25 25 25 25 T-3" D 26 26 26 28 4'-1" C 22 22 22 22 13 2'6" A 5'6" C 25 25 25 25 6'-11' D 26 26 26 26 3'-10" C 22 22 22 22 5.5' Extruded Fascia Detail L Alaskan Extruded Fascia Detail K 0.041'x3"x3" Steel Cl deaf Detail W TABLE 5.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Mullis an Units GROUND TRIB POST MAX MAX POST LENGTH MAXLFOOTER MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH ISPOST PACIN REDID POST MIN DOTE 8' I 10' I 1Y POST MI8' I 10' I 17 POST MIN FOOTS 8' I 10' I 17 LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN POCONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS(PSF) (FT) SLAB (FT) TYPE •d' 'd' 'd' 'd' (FT) TY'd" 'd' 'd' (FT) TYPE I.In n in In in in In In in in in 30 3 916" A 10'-91 B 19 20 21 22 11'-3" B 19 20 21 22 8'-0" A -17 20 21 22 2 4 3.5 8'-r A 10'-2' B 19 20 21 22 10'6" B 20 20 21 22 T -T A 18 19 21 22 23 4 7"-1" A 9'-T B 20 20 21 22 10'-r C 20 20 21 22 6'-11" A 18 19 20 22 23 4.5 6'4" A 8'-11" .0 20 20 20 22 9'-10" C 21 21 21 22 6'-5" B 18 19 20 21 23 5 5'6" A 8'-5" C 21 21 21 21 916" C 21 21 21 22 6'-0" B 18 19 20 21 22 5.5 5'-2" A 7'-11' C 21 21 21 21 9'-2' C 22 22 22 22 516" B 19 19 20 21 22 6 4'-9" A 7* -7" C 21 21 21 21 8'-11" C 22 22 22 22 5'4" B 19 19 20 21 22 6.5 4'4' A T -r C 21 21 21 21 8'-7- C 23 23 23 23 5'-0" B 19 19 19 21 22 7 4'-1" A 6'-11• C 22 22 22 22 8'-3" C 23 23 23 23 4'-9' B 19 19 19 20 22 7.5 3'-9' A 6'-r C 22 22 22 22 7'-11" C 23 23 23 23 4'-7' B 19 19 19 20 22 8 3'6• A 6'4' C 22 22 22 22 7'6" C 23 23 23 23 4'4' B 19 19 19 20 22 8.5 3'4" A 6'-11 C 22 22 22 22 7'-5" C 24 24 24 24 4'-2' B 19 19 19 20 21 9 Y -Y A 5'-11" C 22 22 22 22 7'-r C 24 24 24 24 4'40" B 20 20 20 20 21 9.5 3'-0" A 5'-9" C 22 22 22 22 6'-11" C 24 24 24 24 3'-10" B 20 20 20 20 30 3 8'-9" A 10'-7" B 21 21 23 24 11'-3" B 21 22 23 24 8'4" A 19 21 23 24 2 4 3.5 7"6' A 10'-2" C 22 22 23 24 1016" C 22 22 23 24 T-7" B 20 21 23 24 23 4 6'6' A 7-7' C 22 22 22 24 10'-2" C 23 23 23 24 6-11" B 20 21 22 24 23 4.5 5'-10• A 8'-11" C 23 23 23 24 9'-10" C 23 23 23 24 6'-5" B 20 20 22 23 23 5 5'3' A 8'-51 C 23 23 23 23 916" C 24 24 24 24 6-0" B 21 21 22 23 22 5.5 4'-9" A 7'-11• C 23 23 23 23 9'-r C 25 25 25 25 516" B 21 21 21 23 22 6 4'4" A T-7' C 24 24 24 24 8'-11" C 25 25 25 25 5'4" B 21 21 21 23 22 6.5 4'-0" A 7'-2" C 24 24 24 24 8'.r C 25 25 25 25 51-0' B 21 21 21 22 22 7 3'-9" A 6'-11" C 24 24 24 24 8'-3" C 26 26 26 26 4'-9" B 21 21 21 22 22 7.5 3'6" A 6'-T C 24 24 24 24 7'-11" C 26 26 26 26 4'.r B 22 22 22 22 22 8 Y-3" A 6'4" C 25 25 25 25 7'6" C 26 26 26 26 4'4" B 22 22 22 22 22 8.5 3'-1" A 6'-1" C 25 25 25 25 1"-5" D 26 26 26 26 4'-Y C 22 22 22 22 21 9 2'-11" 1 A 1 5'-11" 1 C 1 25 1 25 1 25 1 25 T-2- 1 D 1 27 1 27 1 27 27 4'-0" C 22 22 22 22 21 9.5 2'-9" A 5'-9" C 25 25 25 25 6'-11" D 27 27 27 27 T-10" C 22 22 22 22 90 MPH EXPOSURE C 40 3 T -r A 9'-10" C 21 21 23 24 10'4" C 21 21 23 24 T -Y B 19 21 22 2 4 19 3.5 6'-1' A 9' -0" C 21 21 22 24 9'-10" C 22 22 23 24 66'" B 19 20 22 23 20 4 5'4" A 814" C 21 21 22 23 9'-5" C 22 22 22 24 V-0" B 19 20 22 23 A 4.5 4'-9" A T-10" C 22 22 22 23 9'-1" C 23 23 23 24 5'6" B 19 20 21 23 21 5 4'-3' A T4" C 22 22 22 23 8'-9" C 23 23 23 23 5'-2" B 20 20 21 22 21 5.5 Y-11' A 6'-11" C 22 22 22 23 8'-3" C 24 24 24 24 4'-10" B 20 20 21 22 C 6 3'-7" A 6'-7* C 23 23 23 23 T-11" C 24 24 24 24 4'6" B 20 20 21 22 D 6.5 X-3" A 6'3" C 23 23 23 23 7'6" C 24 24 24 24 4'-3" B 20 20 21 22 8.5 7 3'-0" A 6'-W C 23 23 23 23 T3" C 25 25 25 25 4'-1• B 20 20 20 22 21 7.5 7-10" A 5'-91 C 23 23 23 23 6'-11" D 25 25 25 25 T-10" C 20 20 - 20 22 8 2'6" A 516" C 23 23 23 23 6'6" D 25 25 25 25 3'6" C 21 21 21 22 8.5 2'6" A 5'3" C 24 24 24 24 6'-5" D 25 25 25 25 3'6" C 21 21 21 21 9 2'4" A 5'-1" C 24 24 24 24 6'-3" D 25 25 25 25 3'4" C 21 21 21 21 40 3 7'-2' A 9'-10" C 18 19 21 22 1014" C 19 20 21 22 3.5 6'-2* A 9'-0" C 19 19 20 22 9'-10" C 19 19 21 22 4 5'-5" A 8'4• C 19 19 20 21 9'-5" C 20 20 21 22 4.5 4'-9" A T-10" C 19 19 20 21 9'-1" C 20 20 20 22 5 4'4" A T4• C 20 20 20 218'-9" C 21 21 21 22 5.5 3'-11" A 6'-11" C 20 20 20 21 8'3" C 21 21 21 21 6 3'-7" A 6'-r C 20 20 20 21 7'-11" C 21 21 21 21 6.5 3'4" A 6'-3" C 20 20 20 20 7'6" C 22 22 1 22 1 22 7 3'-1" A 6'-0" C 21 21 21 21 7'-3" C 22 22 22 22 7.5 2'-10"A 5'-9" C 21 21 21 21 T-11" D 22 22 22 22 8 76" A 5'6" C 21 21 21 21 6'6' D 22 22 22 22 8.5 76" A 5'3" C 21 21 21 21 6'-5" D 22 22 22 22 9 74" A 5'-1" C 21 21 21 21 6'-3" D 23 23 23 23 ICC ESR 1398 6/1/2010 Page 26 of 59 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREA' 90 MPH EXPOSURE C 20 r5 --E ded Fascia Detail L Alaskan Extruded Fascia Detail K 0.041"x3"x3' Steel Cloverleaf Detail W TABLE 5.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or 23 Structure Multis an Units Structure Multis an Units Structure Multis an Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING RED 1) POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 17 LOAD (FT) ON SLAB FOR SPACIN SIZE CONSTRAINED FOOTE SPACIN POST SIZE CONSTRAINED FOOTE SPACING POST SIZE CONSTRAINED FOOTE(PSF) (FT) SLAB (FT) 'd' 'd' "d" 'd' L (FT) TYPE 'd' 'd' "d' "d" (FT) TYPE 'd' "d' "d' 22 in (n) Qn n In (in) In In In In in in 90 MPH EXPOSURE C 20 3 11'-10" A 10'-7- A 21 21 23 24 176' B 22 22 24 25 I V A" A 21 22 24 25 LIVE 3.5 10'-2' A 10'-2" 8 22 22 23 24 11'-ta" B 23 23 23 25 9'-2* A 21 22 23 25 LOAD 4 8'-11" A 9'-10" B 23 23 23 24 11'4" B 24 24 24 25 8'-5" A 21 21 23 24 ONLY 4.5 7'-11" A 9'-7" B 23 23 23 24 10'-11" C 24 24 24 24 T-10' A 22 22 23 24 4' 5 T-1" A 9'4" B 24 24 24 24 1016" C 25 25 25 25 7'4" B 22 22 22 24 5.5 6'-5" A 9'-1" C 24 24 24 24 10'-2" C 25 25 25 25 6'-11' B 22 22 22 24 6 5'-11" A 8'-11" C 25 25 25 25 9'-11" C 26 26 26 26 6'6' B 23 23 23 23 6.5 5'•5' A 8'-7" C 25 25 25 25 9'6' C 26 26 26 26 6'-2' B 23 23 23 23 7 5'-1" A 8'-3" C 26 26 26 26 T-5" C 27 27 27 27 5'-11' B 23 23 23 23 7.5 4'-9' A T-11" C 26 26 26 26 9'-2" C 27 27 27 27 5'-T B 23 23 23 23 8 4'-5" A T6" C 26 26 26 26 91-0' C 28 28 28 28 5'-5' B 23 23 23 23 8.5 4'-2" A 7'4" C 26 26 26 26 8'-9" C 28 28 28 28 5'-2" B 23 23 23 23 9 3'-11' A T-1" C 27 27 27 27 8'6" C 28 28 28 28 T -O" B 24 24 24 24 9.5 Y-9' A 6'-11" C 27 27 27 27 8'-3" C 28 28 28 28 4'-9" B 24 24 24 24 10 3'6" A 6'6' C 27 27 27 27 8'4" C 29 29 29 29 4'-T B 24 24 24 24 11 3'-2" A 6'4' C 27 27 27 27 T -T C 29 29 29 29 4'4" B 24 24 24 24 90 MPH EXPOSURE B 25 3 101-11" A 11'-5' B 19 20 21 23 17-0" B 20 20 21 23 9'-5" A 18 20 22 23 POST MIN FOO7E 3.5 914" A 10'-11' B 20 20 21 22 11'-5" B 20 20 21 23 8'•7" A 18 20 21 22 9' 4 8'-2" A 10'-5' B 21 21 21 22 10'-11" B 21 21 21 22 T-10" A 19 19 21 22 Na 4.5 T-3" A 10'-0' C 21 21 21 22 10'6" C 21 21 21 22 7'4" B 19 19 21 22 4' 5 6'6" A 9'-5" C 21 21 21 22 10'-2' C 22 22 22 22 6'-10" B 19 19 20 22 5.5 5'-11' A 8'-11" C 22 22 22 22 9'-10' C 22 22 22 22 6'-5' B 19 19 20 21 6 T-5" A 8'6" C 22 22 22 22 9'6' C 23 23 23 23 6'-1' B 20 20 20 21 6.5 T -o" A 8'-1' C 22 22 22 22 9'-3' C 23 23 23 23 V-9' B 20 20 20 21 7 4.6' A T-9" C 22 22 22 22 9'-1' C 24 24 24 24 5'-5' B 20 20 20 21 7.5 4'4' A T-5" C 23 23 23 23 8'-10' C 24 24 24 24 5'-2" B 20 20 20 21 8 4--1" A T•Y C 23 23 23 23 8'6" C 24 24 24 24 5'-0" B 20 20 20 21 8.5 T-10" A V-11' C 23 23 23 23 8'-3" C 24 24 24 24 4'-9" 8 20 20 20 20 9 T -Y A 6'6' C 23 23 23 23 8'-0" C 25 25 25 25 4'-7" B 20 20 20 20 9.5 3'-5' A 6'-5' C 23 23 23 23 T-9" C 25 25 25 25 4'-5" B 21 21 21 21 25 3 91•T A 10'-7' B 21 21 23 24 11'.1" B 21 22 23 24 8'4' A 19 2123 SNOW WIDTH SPACIN REO'D 24 POST MIN FOO7E 3.5 8'-Y A 10'-2" B 22 22 23 24 6 10'" B 22 22 23 24 T -T A 20 21 23 24 9' 4 T -Y A 9'-7" B 22 22 22 24 101•2" C 23 23 23 24 6'•11" A 20 21 22 24 Na 4.5 6'4" A 8'-11" C 23 23 23 24 9'-10' C 23 23 23 24 6'-5' B 20 20 22 23 4' 5 5'-9" A 8'-5" C 23 23 23 23 916" C 24 24 24 24 6'-0' B 21 21 22 23 5.5 5'-2" A 7"-11" C 23 23 23 23 9'-2" C 25 25 25 25 5'6' B 21 21 21 23 6 4'-S" A 7"•7" C 24 24 24 24 8'-11' C 25 25 25 25 5'4' B 21 21 21 23 6.5 4'-5" A T•Y C 24 24 24 24 V-7" C 25 25 25 25 5'-0' B 21 21 21 22 7 4'-1" A 6'-11' C 24 24 24 24 8'-3" C 26 26 26 26 4'-9" 8 21 21 21 22 7.5 T-10" A 6'-7- C 24 24 24 24 T-11" C 26 26 26 26 4'-7- 8 22 22 22 22 8 3W* A 6'4' C 25 25 25 25 7"6" C 26 26 26 26 4'4" B 22 22 22 22 8.5 3'4' A 6'-1" C 25 25 25 25 TS" C 26 26 26 26 4'-2" B 22 22 22 22 9 T -Y A T-11" C 25 25 25 25 -Y 7"-r-0 c 27 27 27 27 4'" B 22 22 22 22 9.5 3'-0" A 5-9" C 25 25 25 25 6'-11" C 27 2"27 27 T-10" B 22 22 22 22 10 7-10' A 5'6" C 25 25 25 25 6'-9' C 27 27 27 27 T-8" B 22 22 22 22 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.6 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 90 MPH 60 5.5' Extruded Fascia Detail L Alaskan Extruded Fascia Detail K 0.041"x3"x3" Steel Cloverleaf Detail W TABLE 5.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or 9'-1" Structure Mullis an Units Structure Multis an Units Structure Multis an Units GROUNDI TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACIN REO'D POST MIN -01 8' I 10' ' 17 POST MIN FOO7E 8' I 10' I 17 POST MIN FOOTE 8' I 10' LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTE SPACIN POST SIZE CONSTRAINED FOOTE (PSF) (FT) SLAB (FT) TYPE 'd' 'd' "d' "d" (FT) TYPE .d. 'd' 'd' 'd" (FT) TYPE 'd' "d' 19 (in) in In in) (in in In in (in) (in) In n 90 MPH 60 3 4'-10' A 7'-1D" C 17 19 20 21 9'-1" C 18 19 20 22 T -T a 15 18 20 21 3.5 4'-2" A 7'-2" C 17 18 20 21 816" C 18 19 20 21 51-0" B 15 18 19 21 9' 4 3'-T A 6'4" C 18 18 19 21 T-11" C 19 19 20 21 4'-7" B 16 18 19 20 Na 4.5 T-2" A 6'-2" C 18 18 19 20 7'-5" C 19 19 20 21 4'-2" B 16 17 19 20 4' 5 2'-11" A 5'-9" C 18 18 19 20 T-0" D 19 19 20 21 T-11" B 16 17 19 20 5.5 2'-T A F-5" C 18 18 19 20 6'4" D 20 20 20 21 3'-7" C 16 17 18 20 6 7S A F-1' C 19 19 19 20 6'-3' D 20 20 20 21 3'6' C 16 17 18 20 6.5 7-2" A 4'-10" C 19 19 19 20 6'-0' D 20 20 20 20 T-2" C 16 17 18 19 7 7.1' A 4'6' C 19 19 19 20 S-9' D 20 20 20 20 3'-0' C 16 17 18 19 7.5 1'-11" A 4'-5' C 19 19 19 20 11 5'6" D 20 20 20 20 7-10" C 17 17 18 19 8 1'-9' A 4'-3" C 19 19 19 19 5'-3' D 21 21 21 21 2'-9" C 17 17 18 19 8.5 1'6' A 4'-1" D 19 19 19 19 5'-1" D 21 21 21 21 2'-7" C 17 17 18 19 90 MPH EXPOSURE C 60 3 4'-10' A T-10" C 19 20 22 23 9'-1" C 20 21 22 24 5'-7" B 17 20 21 23 3.5 4'-2" A T-2" C 19 20 21 23 876' D 21 21 22 23 9-0" B 17 20 21 22 9' 4 3'-7" A 6'-7' C 20 20 21 22 T-11" D 21 21 22 23 4'-7" B 18 19 21 22 Na 4.5 Y-2" A 6'-2" C 20 20 21 22 T-5' D 21 21 22 23 4'-2" 8 18 19 21 22 4' 5 7-11" A s-9" C 20 20 21 22 T-0' D 22 22 22 23 3'-11" B 18 19 20 22 5.5 7-T A 5-5" C 21 21 21 22 6'-7" D 22 22 22 22 T-7' C 18 19 20 21 6 2'-5" A 5'•1" C 21 21 21 22 6-3" D 22 22 22 22 3'-5" C 18 18 20 21 'S2' -2"I A 4'-10" C 21 21 21 22 6'-0" D 23 23 23 23 3'-2" C 18 18 20 21 7 1 7-1 A 1 4'6' C 1 21 1 21 1 21 1 21 5'-9' 1 D 1 23 1 23 1 23 1 23 T -V I C 1 18 1 18 20 21 OVER- -Freestanding Post Description Maximum Footing Max Hei ht POST TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 12' D 0.041"x3"x3" Steel Clover d= 21L 8' E HANG 15' F 3/16'x4"x4" Steel Square d= 38" 18' PROJECTION OF SINGLE SPAN STUCTURES (FT) 5/16"x4"x4" Steel Square d= 42" 18' H (FT) 6' T 8' 9' 10' 11' 1Y 13' 14' 15' 16' 1T 18' 19' 20' 21' 2Y 0' 3' 3.5' 4' 4.6 5' 5.5' 6' 6.5' T 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' T 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 7 Na Na Na Na Na 6.5' T 7.6 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 3' Na n/a n/a n/a Na n/a n/a Na n/a n/a 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 4' Na Na Na Na Na Na Na Na Na n/a Na Na Na Na Na 12.5' 13' TABLE 5.4 Post Requirements for Structures -Freestanding Post Description Maximum Footing Max Hei ht POST 0.041"x3'x3" Steel Clover d= 23" 12' D 0.041"x3"x3" Steel Clover d= 21L 8' E 3/16"x3'x3' Steel Square d= 32" 15' F 3/16'x4"x4" Steel Square d= 38" 18' G 5/16"x4"x4" Steel Square d= 42" 18' H 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN Amerimax Building Products UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT 5208 Tennyson Parkway FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 Plano, Texas 75024 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 10. USE THE APPROPRIATE DETAILS Carl Putnam, P. E. 3441 Ivylink Place FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN Lynchburg, VA 24503 SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.6 carlputnamAcomcast.net SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1398 6/1/2010 Page 27 of 59 SOLIo COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS ICC ESR 1398 6/1/2010 Page 28 of 59 4'x3' I Beam Detail Y 7'x4' 1 Beam Detail Q TABLE 5.1 Attached Freestanding or Attached Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Structure Mullis an Units GROUND TRIB POST POST MAX POST MAX X POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REDD POST MIN FO I 17 I 18' POST MIN FOOTER 8' I 17 I 18' LOAD (FT) ON SLAB FOR SPACINGPOST FOR SSTRAINED id FOOTS SPACIN POST SO:E CONSTRAINED FOOTS (PSF) CONSTRAINED FOOTS (FT) SLAB (FT) TYPE (FT) .d. 'd' (FT) TYPE 'd' "d" "d" "d 'd" "d" 'd" "d' n m n n In n n) (in) Qn 90 MPH EXPOSURE B 10 3 27$' A 10'-10" A 19 22 24 21 14•-11' A 21 25 28 25 LIVE 3.5 191-5" A 10'-5" A 20 21 24 21 14'-5' A 22 25 28 25 LOAD 4 1T-0" A 10'-1" A 20 21 24 20 13'-11" A 23 25 28 25 ONLY 4.5 15-1" A 91-10" A 21 21 24 20 13'$" A 23 25 28 25 28 5 13'-7" A 9'-7" A 21 21 24 20 13'-2" A 24 25 28 25 27 5.5 174' A 94" A 22 22 24 19 17.11" B 24 25 27 24 27 611'4" A 9'-2" A 22 22 23 19 17-T B 25 25 27 24 27 6.5 10•-5" A 91" A 23 23 23 20 174" B 26 26 27 24 26 7 g$" A 8'-10" A 23 23 23 20 17-2" B 26 26 27 24 26 7.5 9'-1" A 8'$" A 24 24 24 20 11'-11" B 26 26 27 24 26 811. A 8'$" B 24 24 24 20 11'-9" C 27 27 27 24 25 8.5 8'-0" A 8'-5. B 25 25 25 20 11'-7" C 27 27 27 25 25 9 T$" A 8'-3" B 25 25 25 20 11'-5" C 28 28 28 25 25 9.5 T-2" A 8'-2" B 25 25 25 20 11'-3" C 28 28 28 25 25 10 6'-9" A 8'-1" B 26 26 26 21 11'-1" C 28 28 28 23 27 11 6-2" A T-10' B 26 26 28 21 10'-10" C 29 29 29 24 27 125'$" 34 A T-3"8 6'$" 26 26 26 21 10'$" C 30 30 30 25 27 13 5'-2" A 6'-10' B 26 26 26 21 10'-5" C 30 30 30 25 90 MPH EXPOSURE C 10 3 27$" A 10'-0" A 21 23 26 22 13'-10" A 23 27 30 26 LIVE 3.5 19'-5" A 91$' A 21 23 26 22 13'4" A 24 27 30 27 LOAD 4 17"-0" A 14" A 22 23 26 22 17-11" A 25 27 30 27 ONLY 4.5 15'-1" A 9'-1" A 23 23 26 22 17$' B 25 27 30 27 29 5 13'-7- A 8'-10" A 23 23 25 22 17-2' B 26 26 29 27 28 5.5 174' A 81$" A 24 24 25 22 11'-11' B 27 27 29 27 28 6 11'4' A 8'-5" A 25 25 25 22 11'$' B 27 27 29 28 28 6.5 10'-5" A 814" B 25 25 25 22 111-5" C 28 28 29 28 28 7 91$" A 8'-2" B 26 26 26 22 111-3' C 28 28 29 28 28 7.5 9'-1" A 8'-0" B 26 26 26 22 111-0' C 29 29 29 28 28 8 81$' A T-10" B 26 26 26 20 10.10" C 29 29 29 23 27 8.5 8'-0" A T-9" B 27 27 27 20 101$" C 30 30 30 24' 27 9 T$" A T$" B 27 27 27 20 101$" C 30 30 30 25 27 9.5 T-2" A T-7" C 28 28 28 20 10'-5" C 31 31 31 25 26 10 6'-9" A T-5" C 28 28 28 20 101-3' C 31 31 31 25 26 11 6'-2" A T-3" C 29 29 29 20 101-0' C 32 32 32 25 25 12 5'$" A T-1" C 29 29 29 20 9'-10" C 33 33 33 25 25 13 5'-2" A 6'-10" C 30 30 30 21 9'$" D 33 .33 33 26 90 MPH EXPOSURE B 20 3 11'-10" A 10'-10" A 19 22 24 28 14'-11" B 21 25 28 32 LIVE 3.5 10'-2' A 10'-5" B 20 21 24 28 14'-5" C 22 25 28 32 LOAD 4 8'-11' A 10'-1" B 20 21 24 28 13'-11" C 23 25 28 32 ONLY 4.5 T-11' A 9'-5" B 21 21 24 27 13'$" C 23 25 28 31 26 5 T-1" A 8'-9" B 21 21 23 27 13'-2" C 24 25 28 31 26 5.5 6'-5' A 8'-1" B 21 21 23 27 17.11' C 24 25 27 31 25 6 5'-11' A T-7" B 21 21 23 27 17.7" C 25 25 27 31 25 6.5 5'-5" A T-1" B 21 21 22 26 174" C 26 26 27 31 24 7 5'-1" A 6'$" B 21 21 22 26 17-2" D 26 26 27 31 24 7.5 4'-9" A 94" B 21 21 22 26 11'-I1" 0 26 26 27 31 24 84'-5" 30 A 6'-0" C 21 21 22 26 11'4' D 27 27 27 30 23 8.5 4'-2" A 51$" C 22 22 22 26 10'-10" 0 27 27 27 30 23 9T-11* 29 A 5'-5" C 22 22 22 25 10'4' D 27 27 27 30 23 9.5 T-9" A 5'-7 C 22 22 22 25 9'-11" D 27 27 27 30 23 10 T -S" A 4'-11" C 22 22 22 25 .91$" D 27 27 27 29 23 11 Y-2" A 4'-T C 22 22 22 25 8'-9" D 27 27 27 29 23 127-11' 28 A 4'-3" C 22 22 22 25 8'-2" D 27 27 27 29 23 13 7$' A 3'-11" C 22 22 22 25 T$' D 27 27 27 28 ICC ESR 1398 6/1/2010 Page 28 of 59 4'x3' 18 am Detail Y 7'x4' I Beam Detail O TABLE 5.1 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACIN REOD POST MIN FOOTS 8' I 17 I 18' POST MIN FOOTE 8' I 17 I 18' LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTS (PSF) (FT) SLAB (FT) TYPE 'd" 'd" "d" 'd' (FT) TYPE 'd" "d" 'd" "d' n n In n In 90 MPH EXPOSURE B 30 3 91$' A 10'-2" B 18 21 24 28 14'-11' C 21 25 28 32 3.5 8'-2" A 9'-1' B 19 21 23 27 14'-5" C 22 25 28 32 4 7`1" A 8'-2' B 19 20 23 27 13'-11" C 23 25 28 32 4.5 14" A T-5' B 19 20 23 27 13'$" C 23 25 28 31 5 5$" A 5.10' B 19 20 22 26 17-10" C 24 25 27 31 5.5 5'-2" A 54' B 19 19 22 26 17-0" C 24 24 27 31 6 4•-9" A 5'-11" B 19 19 22 26 11'-2" C 24 24 27 30 6.5 4.4" A 5'$" B 20 20 21 26 10-6" D 24 24 26 30 7 4'-1" A 5'-2" B 20 20 21 25 9-11" D 24 24 26 30 7.5 T-9" A 4'-10" B 20 20 21 25 14" D 24 24 26 29 8 T-6" A 4'-T B 20 20 21 25 B'-11" D 24 24 25 29 8.5 3'4" A 4'4" B 20 20 21 25 8'-5" D 25 25 25 29 9 T-2' A 4'-2" B 20 20 21 25 8'-1" D 25 25 25 29 9.5 3'4' A 3'-11" B 20 20 20 25 1 T$" D 25 25 25 28 90 MPH EXPOSURE C 30 3 8'-9' A 10'-0" B 21 23 26 30 13'-10" C 23 27 30 34 3.5 T$" A 9'-1" B 21 23 26 30 13'4' C 24 27 30 34 4 6'$" A 8'-2" B 21 22 25 29 17-11" C 25 27 30 34 4.5 &AW A T-5" B 21 22 25 29 12'$" C 25 27 30 34 5 51-W A 6'-10" B 22 22 24 29 17-2" C 26 26 29 34 5.5 4'-9" A 6'4" B 22 22 24 28 11'-11" D 27 27 29 33 6 4'4" A 5'-11" C 22 22 24 28 11'-2" D 27 27 29 ' 33 6.5 4'-0" A 6$" C 22 22 23 28 10'$' D 27 27 29 33 7 Y-9" A 5'-Z" C 22 22 23 28 9'-11' D 27 27 28 32 7.5 1$" A 4'-10" C 22 22 23 27 914' D 27 27 28 32 8 T-3" A 4'-7' C 22 22 23 27 V-11" D 28 28 28 32 8.5 3'-1" A 4'-0' C 22 22 23 27 V-5' D 28 28 28 31 9 7-11" A 4'-2" C 22 22 22 27 8'-1" 0 28 28 28 31 9.5 1 7-9" 1 A Y-11" C 22 22 22 27 T$" D 28 28 28 31 90 MPH EXPOSURE C 40 3 T-7' A 81$" B 20 22 25 29 13'-10" C 23 27 30 34 3.5 6-1" A T -T B 20 22 25 29 13'4" C 24' 27 30 34 4 54" A 5-10' B 20 21 24 29 17-9" 0 25 27 30 34 4.5 4'-9" A 5-2' B 20 21 24 28 111$" 0 25 26 29 33 5 4•-3" A 5$" B 20 21 24 28 10'-9" D 25 26 29 33 5.5 T-11' A 5'-Y B 20 20 23 28 10'-0" D 25 25 28 32 6 3•-7' A 4'-10" C 20 20 23 27 91-3" 0 25 25 28 32 6.5 T-3' A 4'$" C 21 21 23 27 8•$" D 26 26 27 32 7 3'-0' A 4•-3" C 21 21 22 27 8•-2" D 26 26 27 31 7.5 7-10" A 4•-0" C 21 21 22 27 T$" D 26 26 27 31 8 7$" A 3•-9" C 21 21 22 27 T4" D 26 26 27 31 8.5 7$" A 3'$" C 21 21 22 27 6'41' D 26 ' 26 26 30 9 74" A 3'4" C 21 21 22 26 6''1 D 26 26 26 30 90 MPH EXPOSURE B 40 3 T-2" A 1$" B 17 21 23 27 14'-11" C 21 25 28 32 3.5 6'-2' A T-7" B 18 20 23 27 14'-1" C 22 25 28 32 4 5'-5" A 6'-10" B 18 20 22 26 17-9" C 22 24 27 31 4.5 4'-9" A G-2" B 18 19 22 26 11'$" D 22 24 27 31 5 4'4" A 6$" B 18 19 22 26 10'-9" D 22 24 26 30 5.5 T-11" A 5'-2" B 18 19 21 25 10'-0" D 22 23 26 30 63'-7" A 4'-10" C 18 18 21 25 9'-3" D 23 23 26 29 6.5 3'4" A 4'$" C 18 18 21 25 81$" D 23 23 25 29 7 T.1" '-3" C 18 18 21 25 8'-2" D 23 23 25 29 7.5 7-10"'-0" C 18 18 20 25 T$' D 23 23 25 28 8 7$" dAY-6" '-9" C 18 18 20 24 T4" D 23 23 24 28 8.5 7$" C 18 18 20 24 6'-11" D 23 23 24 28 9 74" '4" C 18 18 20 24 6'-7" D 23 23 24 28 ICC ESR 1398 6/1/2010 Page 28 of 59 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAE TABLE 5.1 4"x3' 1 Beam Detail Y 7"x4" I Beam Detail Q A Attached Freestanding or 26 Attached Freestanding or 0 23 Structure Multis an Units 34 Structure Multis an Units GROUND TRIB POST POST MAX 23 26 MAX POST LENGTH MAX 0 24 MAX POST LENGTH SNOW WIDTH SPACING REO'D POST MIN FOOTER V I 12' I 18' POST MIN FOOTER 8' ' 12' I 18' LOAD (FT) ON SLAB FOR SPACINPOST j 34 SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF) 23 (FT) SLAB (FT) TYPE •d• "d' I •d' I •d• (FT) TYPE 'd" -d• I "d• I "d' T-1" A V-9" 8 23 23 in) n in n 17-2' C In (in) In n 9n MPH 20 3 11'-10" A 15-0• A 21 23 26 30 13'-10" 0 23 27 30 34 LIVE 3.5 15-2" A 91-W A 21 23 26 30 13'-4' 0 24 27 30 34 LOAD 4 V-11" A 9'4" 8 22 23 26 30 17-11' C 25 27 30 34 ONLY 4.5 T-11" A T-1" 8 23 23 26 30 175' C 25 27 30 34 (FT) 5 T-1" A V-9" 8 23 23 25 30 17-2' C 26 26 29 34 n/a n/a n/a n/a n/a n/a 5.5 V-5" A 8'-1" B 24 24 25 29 11'-11" C 27 27 29 33 n/a 6 5'-11" A T-7" 8 24 24 25 29 111$" C 27 27 29 33 6.5 5'-5' A T-1" 8 24 24 24 29 11'-5" C 28 28 29 33 7 S.A. A 61S" B 24 24 24 28 11'-3" C 28 28 29 33 7.5 4'-9" A 14" 8 24 24 24 28 11'-0" c 29 29 29 33 84'-5' 1'-9" A 6'-0" C 24 24 24 28 10'-10' D 29 29 29 33 8.5 4'-2' A 51-V C 24 24 24 28 101-8" D 30 30 30 33 90 MPH EXPOSURE C 9 T-11" A 5-5" C 24 24 24 28 154" D 30 30 30 33 33 9.5 T-9" A 5'-2" C 24 24 24 28 9'-11" D 30 30 30 32 33 10 T -W A 4'-11" C 24 24 24 27 5-6' D 30 30 30 32 32 11 Y-2" A 4'-7" C 25 25 25 27 1 V-9" D 31 31 31 32 90 MPH EXPOSURE B 25 3 10'-11" A 10'-10' A 19 22 24 28 14'-11" C 21 25 28 32 3.5 54" A 155' B 20 21 24 28 14'-5' C 22 25 28 32 4 V-2" A 55' B 20 21 24 27 13'-11" C 23 25 28 32 4.5 T-3" A 81S' B 20 21 23 27 13'-6* C 23 25 28 31 5 6'S" A 8'-0' B 20 20 23 27 13'-2" C 24 25 28 31 5.5 6.11" A T-5" B 20 20 23 27 17-11" C 24 25 27 31 6 V.5" A 6'-11" 8 20 20 22 26 17.7" C 25 25 27 31 6.5 6-0" A V-6" B 21 21 22 26 17.2" D 25 25 27 31 7 N -V A V-1" B 21 21 22 26 111-6" D 26 26 27 31 7.5 4'4' A 51-9" B 21 21 22 26 15-11' D 26 26 26 30 84'-1' A 515" B 21 21 21 25 155' D 26 26 26 30 8.5 X-10" A 5'-2' C 21 21 21 25 9'-11" D 26 26 26 30 9 3'-T A 4'-11" C 21 21 21 25 5-5" D 26 26 26 29 9.5 3'-5" A 4'-0' C 21 21 21 25 5-0" D 28 26 26 29 90 MPH EXPOSURE C 25 3 5-T' A 10'-0" B 21 23 26 30 13'-10" C 23 27 30 34 3.5 V-2" A 5-1" B 21 23 26 30 13'4" C 24 27 30 34 4 T-2" A 8'-2" B 21 22 25 29 17-11" C 25 27 30 34 4.5 6'4' A T-5" B 21 22 25 29 175" C 25 27 30 34 5 5'-9' A 6-10" B 22 22 24 29 17.2" C 26 26 29 34 5.5 5'-2" A 6'4" B 22 22 24 28 11'-11" c 27 27 29 33 64'-9" A 5'-11" B 22 22 24 28 11'-2' c 27 27 29 33 6.5 4'-5' A 55" B 22 22 23 28 10'5" D 27 27 29 33 7 4'-1• A S-2' B 22 22 23 28 5.11" D 27 27 28 32 7.5 T-10" A 4'-10" B 22 22 23 27 54' D 27 27 28 32 8 T-7" A 4'-T' B 22 22 23 27 V-11" D 28 28 28 32 8.5 3'4" A 4'4" B 22 22 23 27 8'-5" D 28 28 28 31 9 T-2" A 4'-2" B 22 22 22 27 8'-1" D 28 28 28 31 9.5 T -o" A T-11• B 22 22 22 Z7 Ta" D 28 28 28 31 10 7-10' A 3'-9• B 22 1 22 1 22 27 T4" D 28 28 28 31 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. TABLE 5.1 4"x3" I Beam Detail Y A 7"x4" I Beam Detail Q 16 19 Attached Freestanding or 11'-9" Attached Freestanding or 24 27 Structure MuIGs an Units 3.5 Structure Multis an Units GROUND TRIG POST MAXIMAX 25 10'-5" POST LENGTH MAX 23 26 MAX POST LENGTH SNOW WIDTH T-7" REO'D POST B 16 8' I 12' I 18' POST MIN FOOTE V I 17 I 18' LOAD (FT) ISPACT ON SLAB FOR SPACIN 4.5 CONSTRAINED FOOTER SPACINGPOST C SIZE CONSTRAINED FOOTE (PSF) 25 (FT) SLAB (FT) 22 25 'd' •d' 'd' (FT) TYPE -d" "d' "d" 'd" 4'-W C 16 18 20 25 T-9" Qn) in In 20 22 n In n) (In 9n MPH EXPOSURE A 60 3 4'-10" A 6'-3' B 16 19 22 26 11'-9" D 19 24 27 31 5/16"x4"x4" Steel Square d= 42" 3.5 4'-2" A 5'S" B 16 19 21 25 10'-5" D 20 23 26 30 15 4 T-7" A 4'-10" B 16 18 21 25 914" D 20 23 26 29 11' 4.5 3'-2" A 4'-5" C 16 18 21 25 8'1" D 20 22 25 29 n/a 5 2'-11" A 4'-W C 16 18 20 25 T-9" D 20 22 25 28 n/a n/a n/a n/a n/a n/a 5.5 2'-7" A 31" C 16 18 20 24 7* -2" D 20 22 24 28 n/a 6 2'-5" A T-5" C 16 17 20 24 11" D 20 21 24 28 6.5 7-2" A T-2" C 16 17 20 24 V-2" D 20 21 24 27 7 7-1" A 7-11" C 16 17 20 24 T-10" D " 20 21 23 27 7.5 1'-11" A 7-9' C 16 17 ZO 24 V-5" D 20 20 23 27 B 1'-9" A 7-T c 16 17 19 24 V-2" I D 20 1 20 23 27 8.5 11-8" A 7-5" C 16 17 19 24 4'-10' D 20 20 23 27 90 MPH EXPOSURE C 60 3 4'-10' A V-3" B 18 21 24 28 11'-9" D 22 26 29 33 3.5 4'-2" A 5'-6" B 18 21 23 28 10'-5" D 22 25 29 33 4 T-7" A 4'-10' 8 18 20 23 27 54" D 22 25 28 32 4.5 Y-2" A 4'-5" C 18 20 23 27 V-6" D 22 24 27 32 5 7-11' A 4'4" C 18 19 22 27 T-9" D 23 24 27 31 5.5 7-T A X-8" C 18 19 22 27 T-2" D 23 24 26 31 6 7-5' A 3'-5" C 18 19 22 26 6'-8' D 23 23 26 30 6.5 7-Z' A 3'-2" C 18 19 22 26 6'-2' D 23 23 26 30 7 7-1' A 7-99" C 10 19 21 28 5'-10- D 1 23 23 25 30 OVER- Post Description Maximum Footing Max Hei ht POST TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 12' D 0.041'x3"x3' Steel Clover d= 23" 8' E HANG 15' F 3/16"x4'x4' Steel Square d= 38" 18' PROJECTION OF SINGLE SPAN STUCTURES (FT) 5/16"x4"x4" Steel Square d= 42" 18' H (FT) V T V V 10' 11' 17 13' 14' 16 16' 1T 18' 15 20' 21' 27 0' 3' 3.5' 4' 4.5' 5' 5.5' V 6.5' 7' 7.6 8' 8.6 9' 9.5' 15 10.5' 11' 1' 3.5' 4' 4.5' 5' 5.6 V 6.5' T 75 8' 8.5 9' 9.5' 10' 10.5' 11' 11.5' 7 n/a n/a n/a Na n/a 6.5' T 7.5' V 8.5' 9' 9.5' 15 10.5' 11' 11.5' 17 3' n/a n/a n/a Na n/a n/a n/a n/a n/a n/a 9.5' 10' 10.5' 11' 11.5' 17 12.5' 4' n/a n/a n/a Na Na n1a n1a n/a n/a n/a n/a Na n/a Na n/a 12.5' 13' TABLE 5.4 Post Requirements for Freestanding Structures Post Description Maximum Footing Max Hei ht POST 0.041'x3"x3" Steel Clover d= 23" 12' D 0.041'x3"x3' Steel Clover d= 23" 8' E 3/16'x3"x3' Steel Square d= 32" 15' F 3/16"x4'x4' Steel Square d= 38" 18' G 5/16"x4"x4" Steel Square d= 42" 18' H S. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN Amerimax Building Products UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT 5208 Tennyson Parkway FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 Plano, Texas 75024 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 10. USE THE APPROPRIATE DETAILS Carl Putnam, P. E. 3441 Ivyllnk Place FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN Lynchburg, VA 24503 SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.1 carioutnamacomcast.net SLAB S. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1398 6/1/2010 Page 29 of 59 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: 0.042"x3"x8' Box Beam Detail N30 Double 0.042"x3'x8" Beam Detail N25 Double 0.040'x2'x6.625' Beam Detail N25 TABLE 6.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure ImUltis n Units GROUND TRIB POST POST MAXAXPOSTLENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REOD POST MIN I 10' I 17 POST MIN FOOTER 8' I 10 I 17 POST MIN FOOTER 8' I 1D I 17 LOAD (Fn ON SLAB FOR SPACIN jE STRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS (PSF) (FT) SLAB (FT) 'd' 'd' (FT) TYPE 'd' •d" •d 'd' (FT) TYPE 'd' •d' 'd• 'd' n n in In In In In in In in FYGnCI IGF G 10 3 22'-8" A 12'-2" A 22 27 28 30 16'-3' A 24 29 30 32 14'-8" A 23 27 29 30 LIVE 3.5 19'-51 A 11'4" A 22 26 28 29 14'-11" A 25 28 30 31 13'5" A 24 26 28 30 LOAD 4 1T-0" A 1014• A 23 26 27 29 13'-10" B 25 28 29 31 17-7- A 24 26 28 29 ONLY 4.5 15'-1' A 9'S" A 23 25 27 28. 17.11" B 25 27 29 30 11'-9" A 25 26 27 29 5 13'-7' A 8'-10' A 23 25 27 28 17-2" B 26 27 28 30 11'-1" B 25 25 27 28 5.5 174• A 8'J' A 24 25 26 28 11'5" B 26 26 28 30 101-6" B 25 25 27 28 6 11'4• A T-9' A 24 24 26 27 10'-11" B 27 27 28 29 10'-0" B 26 26 26 28 6.5 1015• A 7'4' A 24 24 26 27 194' B 27 27 27 29 9'S" B 26 26 26 27 7 9'S' A 6'-11" A 24 24 25 27 9'-11' B 27 27 27 29 9'-1" B 26 26 26 27 7.5 9'-1" A 61S" A 24 24 25 26 91S' B 27 27 27 28 8'-9" B 27 27 27 27 8 81S" A 6'-2" A 24 24 25 26 9'-1" C 27 27 27 28 8'-5" B 27 27 27 27 8.5 81-0' A 5'-10' A 24 24 24 26 8'-9" C 28 28 28 28 8'-1" B 27 27 27 27 9 7'S" A 5'-7" A 24 24 24 26 8'-5" C 28 28 28 28 T-10" B 27 27 27 27 9.5 T-2" A 5'4" A 24 24 24 25 8'-1" C 28 28 28 28 7'-7" B 27 27 27 27 110 MPH EXPOSURE B 10 6'-9" A 6-11" A 24 24 24 25 7'-10" C 28 28 28 28 7'4" C 28 28 28 28 6'-0" 11 6'-2" A 4'S" A 24 24 24 25 7'4" C 28 28 28 28 6'-10' C 28 28 28 28 A 12 5'S" A 4'4" A 25 25 25 25 8'-11" C 29 29 29 29 6'S" C 28 28 28 28 18 13 1 5'-2- 1 A 1 4'-0' 1 A 1 25 25 25 25 6'S"1 C 29 29 29 29 6'-2" C 28 1 28 1 28 1 28 10 3 275" A 11'5" A 22 27 29 30 15'S" A 24 29 31 32 14'-0" A 24 27 29 31 LIVE 3.5 19'-5' A 10.10" A 23 27 28 30 14'-2" B 25 28 30 32 17.10" A 24 27 28 30 LOAD 4 1T-0' A 10-0' A 23 26 28 29 13'-2" B 25 28 30 31 11'-11' A 25 26 28 30 ONLY 4.5 16-1" A 9'-1' A 23 26 27 29 17-3' B 26 27 29 31 11'-2" B 25 26 28 29 5 13'-7' A 8'-5" A 24 25 27 28 1115" B 26 27 29 30 1015" B 25 26 27 29 5.5 174" A T-10" A 24 25 26 28 10'-11" B 27 27 28 30 10'-0" B 26 26 27 28 6 1 VA" A 7-3" A 24 25 26 28 1014' B 27 27 28 30 9S" B 26 26 27 28 6.5 10.5" A 6'-10" A 24 24 26 27 9'-10" B 27 27 28 29 9-0" B 26 26 26 28 7 91S" A 6-5" A 24 24 25 27 914" B 27 27 28 29 T-8" B 27 27 27 28 7.5 9'-1" A ".. A 24 24 25 27 T-11' C 28 28 28 29 8'-3" B 27 27 27 27 8 6-6" A 1S" A 24 24 25 26 8'-7" C 28 28 28 28 T-11' B 27 27 27 27 8.5 8'-0" A 5-5" A 24 24 25 26 V-3" C 28 28 28 28 TS" B 27 27 27 27 9 TS" A 5-2" A 24 24 24 26 T-11" C 28 28 28 28 T-5" B 28 28 28 28 9.5 T-2" A 4'-11" A 24 24 24 26 7'S• C 28 28 28 28 T-2" C 28 28 28 28 110 MPH EXPOSURE B 10 6'-9• A 4'S" A 25 25 25 25 14" C 29 29 29 29 6'-11" C 28 28 28 28 6'-0" 11 6'-2• A 4'-3" A 25 25 25 25 6'-11" C 29 29 29 29 6'S" C 28 28 28 28 A 12 5'S"A A T-11• A 25 25 25 25 6'S' C 29 29 29 29 6'-1" C 28 28 28 28 18 13 5'-2" A T-8' A 25 25 25 25 6'-1' C 29 29 29 29 5'-9" C 29 29 29 29 10 3 275' A 10'4" A 2Z 28 30 31 13'-7' B 25 30 32 33 174" A 25 28 30 32 LIVE 3.5 19'-5' A 9'-3" A 24 27 29 31 12'5" B 26 29 31 33 11.4" B 25 28 29 31 LOAD 4 1T-0' A 8'4" A 24 27 29 30 11'5" B 26 29 31 32 1015" B 26 27 29 31 ONLY 4.5 15'-1" A 7'-7" A 24 26 28 30 1015" B 27 28 30 32 9'-9" B 26 27 29 30 5 13'-7" A 7'-0" A 24 26 28 29 10'-0" B 27 28 30 31 9'-2" B 26 27 28 30 5.5 174" A 6'-5" A 24 25 27 29 9'-5" B 28 28 29 31 8'S" B 27 27 28 29 6 114" A 6'-0" A 24 25 27 28 8'-11" C 28 28 29 30 8'-3" B 27 27 28 29 6.5 1015• A 5'-7" A 24 25 26 28 8'-5" C 28 28 29 30 T-10" B 27 27 27 29 7 91S" A F-3" A 25 25 26 27 8'-0' C 28 28 28 ' 30 7'S' B 28 28 28 29 7.5 9'-1" A 4%11' A 25 25 26 27 TS• C 29 29 29 30 T-2" C 28 28 28 28 8 B'S" A 4'S" A 25 25 25 27 74• C 29 29 29 29 V-10" C 28 28 28 28 8.5 8'-0" A 4'-5' A 25 25 25 27 7-0• C 29 29 29 29 6'-7" C 28 28 28 28 9 7'S' A 4'-2" A 25 25 25 26 6'-9• C 29 29 29 29 6'4" C 28 28 28 28 9.5 T-2' A 4'-0' A 25 25 25 26 6'S" C 29 29 29 29 V-1" C 29 29 29 29 110 MPH EXPOSURE B 10 6'-9' A V-9' A 25 25 25 26 6'-3" C 29 29 29 29 F-11" C 29 29 29 29 6'-0" 11 6'-2" A 3'-5' A 25 25 25 26 5'-10' C 30 30 30 30 5'S" C 29 29 29 29 A 12 5'S" A T-7 A 25 25 25 25 5'-5" C 30 30 30 30 5'-2" C 29 29 29 29 18 13 5'-2" A 2'-11' A 25 25 25 25 5'-1" C 30 30 30 30 4'-11' C 30 30 30 30 25 0.042'x3"x8" Box Beam Detail N30 Double 0.042"x3"x8" Beam Detail N25 Double 0.040'x2•x6.625" Beam Detail N25 TABLE 6.1 A Attached Freestanding or Attached Freestanding or Attached Freestanding or 25 27 Structure Mullis n Units Structure Mullis an Units I Structure Multispan Units GROUND TR18 POST POST SNOW WIDTH SPACIN REOD MAX POST MAX POST LENGTH MAX MAX POST LENGTH MAX MIN DOTE 8' I 10' I 17 POST MIN FOOTS 8' I 10' I 17 POST MIN DOTE MAX POST LENGTH 8' I 10' I 12- 7LOAD LOAD(FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED ROOTER SPACIN POST SIZE CONSTRAINED FOOTE (PSF) (FT) SLAB (FT) TYPE 'd' •d' I 'd' "d' (FT) TYPE •d' "d 'd' 'd' (FT) TYPE "d' "d' "d• 'tl• 7-10" A In In In In in n In in In in in in 25 3 9'-2" A 6'-5" A 18 24 25 27 174' C 23 28 29 31 11'-2" a 22 26 28 29 30 3.5 7-10" A 5'S• A 18 23 25 26 1114' C 23 27 29 30 10'-3" a 22 25 27 29 4 6'-10" A 5'-11 A 19 23 24 26 10'-5" C 24 26 28 30 91S' C 23 25 27 28 4.5 6'-1" A 4'-7' A 19 22 24 25 91S' C 24 26 28 29 8'-10" C 23 25 26 28 5 5'S' A 4'-3' A 19 22 23 25 9'-1' C 24 26 27 29 8'-3' C 24 24 26 27 5.5 51-0' A T-11" A 19 22 23 25 8'S' C 25 25 27 28 7-10" C 24 24 26 27 6 4'-T A Y -T A 19 21 23 24 8'-1' C 25 25 27 28 T5" C 24 24 25 27 6.5 4'-2" A 3'4" A 19 21 23 24 T-7' C 25 25 26 28 T-0" C 24 24 25 27 7 3'-11' A 3'-2' A19 20 21 22 24 T-3' C 25 25 28 27 6'-9" C 25 25 25 28 7.5 3'S' A 2'-11" A 19 21 22 23 6'-11" C 25 25 26 27 V-5" C 25 25 25 26 8 3'-5' A 7-9" A 19 20 22 23 V-7" C 26 26 26 27 6'-2" C 25 25 25 26 8.5 3'-2" A 2'S• A 19 20 22 23 6'4" C 26 26 26 27 5'-11" C 25 25 25 26 9 T-0" A S 2'" A 19 20 22 23 V-/" C 26 26 26 27 S 5'" C 25 25 25 26 9.5 7-10" A 2'4" A 19 20 21 23 5'-10" C 26 26 26 26 5'S" C 25 25 25 25 25 3 T-2" A 5'4" A 19 25 27 28 10'-9" C 24 29 31 32 9'-9' C 24 27 29 31 30 3.5 6'-2" A 4'4' A 19 24 26 28 9'-10" C 25 28 30 32 8'-11" C 24 27 29 30 4 5'-5" A 4'-2' A 20 24 26 27 9'-0' C '25 28 30 31 V-3" C 24 27 28 30 4.5 4'-9" A 3'-9" A 20 23 25 27 8'4" C 26 27 29 31 TS' C 25 26 28 29 5 4'4" A 3'-5' A 20 23 25 26 T-9" C 26 27 29 30 T-2" C 25 26 27 29 5.5 X-11" A 3'-2" A 20 23 24 26 T-3' C 26 27 28 30 V-9" C 25 25 27 29 6 3'-T A 7-11" A 20 22 24 25 6'-10' C 26 26 28 30 6'4" C 26 26 27 28 6.5 3'4' A 2'-9" A 20 22 24 25 6'S' C 27 27 28 29 6'-1" C 26 26 27 28 7 3'-1' A 7-6" A 20 22 23 25 6'-2" C 27 27 27 29 5'-TC C 26 26 26 28 7.5 2'-10" A 7-5• A 20 22 23 25 5'-10' C 27 27 27 29 5'S" C 26 26 26 28 8 2'S" A 7-3• A 20 21 23 25 5'S' C 27 27 27 28 5'-3" C 27 27 27 27 8.5 2'S" A T-1• A 20 21 23 24 5'-3' C 27 27 27 28 5'-0" C 27 27 27 27 9 2'4' A 2'-W A 20 21 23 24 5'-1" C 27 27 27 28 4'-10" C 27 27 27 27 9.5 2'-3" A I 1'-11' A 1 20 1 21 1 23 1 24 11 4'-10' C 1 27 1 27 27 28 4'S" C 27 27 27 27 r ICC ESR 1398 6/1/2010 Page 30 of 59 11V -e Ivbu.t 1. 30 3 6'-11" A 51-W A 19 25 26 28 10'4" C 24 29 31 32 9'-5" C 23 27 29 31 3.5 5'-11" A 4'-S A 19 24 26 27 9'-51 C 24 28 30 32 8'-7- C 24 27 28 30 4 5'-2' A T-11" A 19 24 25 27 8'-7' C 25 28 29 31 T-11" C 24 26 28 30 4.5 4'-T A T-7" A 19 23 25 26 8'-0" C 25 27 29 31 74' C 24 26 28 29 5 4'-1' A 3'-3' A 19 23 24 26 75' C 25 27 29 30 6'-10" C 25 26 27 29 5.5 3'-9" A 3'-0' A 19 22 24 26 6'-11" C 26 26 28 30 6'5" C 25 25 27 28 6 3'-5" A 2'-9' A 19 22 24 25 6'S" C 26 26 28 29 6'-1" C 25 25 27 28 6.5 X-2" A 2'-T A 20 22 24 25 6'-2" C 26 26 27 29 5'-9• C 26 26 26 28 7 T-11" A 21S" A 20 22 23 25 5'-10• C 26 26 27 295'S' C 26 26 26 28 7.5 2'-9" A 2.7" A 20 21 23 25 5'S" C 26 26 27 28 5'-3' C 26 26 26 27 8 7-T A 2'-1" A 20 21 23 24 5'-3" C 27 27 27 28 5'-0' C 26 26 26 27 8.5 2'-5" A 2'-0" A 20 21 23 24 5'-0" C 27 27 27 28 4'-9' C 26 26 26 27 9 2'-3" A 1'-10" A 20 21 22 1 24 11 4'-10" C -27 27 27 28 14'-7- C 26 1 26 1 26 27 110 MPH EXPOSURE B 30 3 8'-7" A 6'-0" A 18 24 25 26 11'-9" C 22 27 29 30 3.5 74" A 5'-3" A 18 23 25 26 10'-9" C 23 27 28 30 4 6'-5' A 4'-9" A 18 22 24 25 9'-11" C 23 26 28 29 4.5 5'S' A 4'.4' A 18 22 24 25 9'-2' C 24 26 27 29 5 51-1" A 3'-11" A 18 22 23 25 8'-7- C 24 25 27 28 5.5 4'S' A 3'-7" A 18 21 23 24 8'-1" C 24 25 27 28 `' ` po •, 6 4.9' A 3'4" A 19 21 23 24 T-7' C 24 25 26 28 6.5 Y-11" A T-1" A 19 21 22 24 T-2" C 25 25 26 27 - ' 7 3'S' A 7-11" A 19 21 22 23 6'-10" C 25 25 26 27 U '1- qqL� V 7 7.5 T-5" A 2'-9' A 19 20 22 23 6'S" C 25 25 26 27 Ite �✓ 8 T-2" A 2'-T A 19 20 22 23 6'-2" C 25 25 25 27 Vp i 8.5 T-0• A 2'-5" A 19 20 21 23 5'-11" C 25 25 25 26 .0 9 2'-10" A 2'4" A 19 20 21 23 5'S" C 25 25 25 26 r ICC ESR 1398 6/1/2010 Page 30 of 59 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS 110 MPH EXPOSURE C 10 0.042"x3"x8" Box Beam Detail N30 Double 0.042"x3"x8" Beam Detail N25 Double 0.040"x2"x6.625" Beam Detail N25 TABLE 6.1 28 Attached Freestanding or Attached Freestanding or Attached Freestanding or 26 30 Structure Mulds an Units Structure MuIGs an Units Structure Mullis an Units GROUND TRIG POST POST MAX MAX POSTLENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REO'D POST MIN FOOTER 8' I 10' I 17 POST MIN FOOTER 8' I 10' I 17 POST MIN FOOTER V I 10' I 12- 7LOAD LOAD(FT) ON SLAB FOR I I I SPACING POST SIZE CONSTRAINED FOOTER I SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTE (PSF) (FT) SLAB (FT) TYPE 'd' 'd' 'd' 'd' (FT) TYPE 'd' "d' I 'd' 1 'd" (FT) TYPE "d" 30 31 in In (in) in (in) In In In In in In in 110 MPH EXPOSURE C 10 3 22'-8" A 9'-9" A 23 28 30 32 17.11" B 26 30 32 34 11'-9" A 25 29 30 32 LIVE 3.5 19'-5" A 8'$" A 24 28 29 31 11'-9" B 26 30 31 33 10.9" B 26 28 30 31 LOAD 4 1T-0" A T-9" A 24 27 29 30 10-10" B 27 29 31 33 9'-11" B 26 28 29 31 ONLY 4.5 15'-1" A T-1" A 24 27 28 30 10-1" B 27 29 30 32 9'-3" B 26 27 29 30 4' 5 13'-7' A 6'-0" A 24 26 28 29 9'-5" B 28 28 30 32 8'-9" B 27 27 29 30 5.5 174" A 6'-0" A 24 26 27 29 8'-11" C 28 28 30 31 8'-3" B 27 27 28 30 611'4' 5-11" A 6-6" A 25 25 27 28 8'-5" C 28 28 29 31 T-9" B 27 27 28 29 6.5 6-5' A T-2" A 25 25 27 28 T-11" C 28 28 29 30 7'-5" B 28 28 28 29 7 91-W A 4'-10" A 25 25 26 28 T-7" C 29 29 29 30 7'-1" C 28 28 28 29 7.5 9'-1' A 4'{" A 25 25 26 27 T-2" C 29 29 29 30 6'-9" C 28 28 28 29 8"o 4'-5' A 4'3" A 25 25 26 27 6-10" C 29 29 29 30 6'-6" C 28 28 28 28 8.5 8'-0' A 4'-1" A 25 25 25 27 6'-7" C 29 29 29 29 6'-Z" C 29 29 29 29 9 7`6' A 3'-10" A 25 25 25 27 6'4" C 29 29 29 29 6'-0" C 29 29 29 29 9.5 T-2' A 3'-8" A 25 25 25 26 6-1" C 29 29 29 29 5'-9" C 29 29 29 29 10 6-9' A Y-6" A 25 25 25 26 F-10" C 30 30 30 30 51-0" C 29 29 29 29 11 6'.Y' A Y-2" A 25 25 25 26 5-5" C 30 30 30 30 5'-2" C 1 29 29 1 29 1 29 110 MPH EXPOSURE B 20 3 11'-10" A 81-0' A 20 25 27 28 14'-8" B 24 29 30 32 13'-2"B A 23 27 29 30 LIVE 3.5 10.2" A T-7' A 20 24 26 27 13'-6" B 25 28 30 31 17-1" 6 24 26 28 30 LOAD 4 8'-11" A 6'-6" A 20 24 25 27 17.6" C 25 28 29 31 11'3" B 24 26 28 29 ONLY 4.5 T-11" A 5'-11" A 20 23 25 26 111-8" C 25 27 29 30 10'-6" B 25 26 27 29 4' 5 T-1' A 5'-5" A 20 23 25 26 10-11" C 26 27 28 30 9'-11" C 25 25 27 28 5.5 6'-5' A 5'-0" A 21 23 24 26 10'4' C 26 26 28 30 9'-5" C 25 25 27 28 6 5-11" A 4'-8" A 21 22 24 25 T-10" C 26 26 28 29 8'-11' C 26 26 26 28 6.5 6-5' A 4'4" A 21 22 24 25 9'4" C 27 27 27 29 81E" C 26 26 26 28 7 S-1' A 4'-1' A 21 22 23 25 8'-11" C 27 27 27 29 8'-2" C 26 26 26 27 7.5 4'-9' A T-10' A 21 22 23 25 8'-0" C 27 27 27 28 T-10" C 26 26 26 27 8 4'-5' A T-8" A 21 21 23 24 8'-2" C 27 27 27 28 T{' C 27 27 27 27 8.5 4'-2' A T-6" A 21 21 23 24 T -1D' C 28 28 28 28 T3" C 27 27 27 27 9 T-11" A T-3' A 21 21 23 24 T -W C 28 28 28 28 V-11" c 27 27 27 27 9.5 T-9' A 3'-2" A 1 21 21 22 24 T-3' C 28 28 28 28 6-9" C 27 1 27 27 27 10 MPH FXPO5URE C 20 3 11'-10" A 81-0" A 22 27 29 31 17-11" B 26 30 32 34 11'-9" A 25 29 30 32 LIVE 3.5 10.2" A T-2" A 22 27 28 30 11'-9" B 26 30 31 33 1011" B 26 28 30 31 LOAD 4 8'-11" A 6'1" A 23 26 28 29 10-10" B 27 29 31 33 9'-11" B 26 28 29 31 ONLY 4.5 T-11" A V-11" A 23 26 27 29 10-1" B 27 29 30 32 9'-3' B 26 27 29 30 4' 5 T-1' A 5'-5" A 23 25 27 28 9'-5" B 28 28 30 32 8'-9" B 27 27 29 30 5.5 6-5' A 54T A 23 25 26 28 8'-11" C 28 28 30 31 8'-3" B 27 27 28 30 6 5'-11" A 4'-B" A 23 24 26 28 V-5" C 28 28 29 31 7"-9" B 27 27 28 29 6.5 5'-5' A 4'4" A 23 24 26 27 T-11' C 28 28 29 30 7'-5" C 28 28 28 29 7 6-1' A 4'-1" A 23 24 25 27 T-7' C 29 29 29 30 T-1" C 28 28 28 29 7.5 4'-9' A T-10" A 23 24 25 27 T-2' C 29 29 29 30 6'-9" C 28 28 28 29 8 4'-5' A 3'-8" A 24 24 25 26 6'-10" C 29 29 29 30 6'-0" C 28 28 28 28 8.5 4'-2' A 3'-6' A 24 24 25 26 6'-T C 29 29 29 29 6'-2" C 29 29 29 29 9 T-11" A Y-3" A 24 24 24 26 6'4" C 29 29 29 29 6'-0" C 29 29 29 29 9.5 3'-9' A Y-2' A 24 24 24 26 6'-1" C 29 29 29 29 5'-9" C 29 29 29 29' 10 3'-0' A 3'-0" A 24 24 24 26 6-10" C 30 1 30 1 30 30 5'-6" C 29 29 29 29 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 6.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 10 MPH FXPORURF C 40 0.042"x 'x8" Box Beam Detail N30 Double 0.042'x3'x8" Beam Detail N25 Double 0.040'x2"x6.625" Beam Detail N25 TABLE 6.1 24 Attached Freestanding or Attached Freestanding or Attached Freestanding or 24 29 Structure Multis an Units Structure Multispan Units Structure Multis an Units GROUND TRIB POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH PAN REO'D POST MIN 8' ( 10' I 1Y POST MIN FOOTE 8' ' 10' I 17 POST MIN FOO7E 8' I 10' I 17 ISPOCIT LOAD (FT) ONSLAB FOR SPACIN IFOOTE] POST SIZECONSTRAINED FOOTER SPACINGPOST SIZE CONSTRAINED FOOTE SPACIN POST SIZE CONSTRAINED FOOTE (PSF) (FT) SLAB (FT) TYPE 'd' "d' "d" 'd' (FT) TYPE "d" 'tl' 'd' 'tl' (FT) TYPE 'd' "d' 28 30 in In in in (in) in In in In In In In 10 MPH FXPORURF C 40 3 6'4" A 4'-9' A 19 24 26 28 9'-11" C 24 29 30 32 9'-1" C 23 27 29 30 3.5 5'-5" A 4'-2' A 19 24 26 27 91-0" C 24 28 30 31 8'3' C 23 27 28 30 9' 4 4'-9" A Y-9" A 19 23 25 27 8'-3" C 24 27 29 31 T-7- C 24 26 28 29 Na 4.5 4'-2' A 3'4" A 19 23 25 26 7* -8' C 25 27 29 30 7'-1' C 24 26 27 29 4' 5 3'-9" A 3'-1" A 19 23 24 26 7* -1' C 25 27 28 30 6'-7' C 24 25 27 29 5.5 T-5" A 2'-10" A 19 22 24 25 6'-8' C 25 26 28 29 6'-2' C 25 25 27 28 6 3'-2" A 2'-T A 19 22 24 25 6'-3' C 26 26 28 29 F-10" C 25 25 26 28 6.5 7-11" A 2'-5' A 19 22 23 25 5'-11" C 26 26 27 29 5'E" C 25 25 26 28 7 2'-8" A 2'-3' A 19 21 23 25 5'-7" C 26 26 27 28 5'-3" C 25 25 26 27 7.5 2'{" A 2'-1' A 19 21 23 24 5'-3" C 26 26 27 28 5'-0" C 26 26 26 27 8 2'4" A 2'-W A 19 21 23 24 5'-0" C 26 26 26 28 4'-9" C 26 26 26 27 8.5 2'-2" A 1'-10" A 19 21 22 24 4'-9" C 26 26 26 28 4'-7" C 26 26 26 27 10 MPH EXPOSURE C 60 3 4'-10" A T-10" A 17 23 25 27 8'-5" C 22 28 29 31 T$ C 22 26 28 29 3.5 4'-1" A 3'4" A 17 23 25 26 T -T" C 23 27 29 30 T-0' C 22 26 27 29 9' 4 Y-7- A 2'-11" A 17 22 24 26 6'-11" C 23 26 28 30 6'-S' C 23 25 27 28 Na 4.5 3'-2' A 7-8" A 17 22 24 25 6'4" C 23 26 28 29 6-11' C 23 25 26 28 4' 5 2'-10" A 2'-5" A 18 22 23 25 F-10" C 24 26 27 29 5'-0' C 23 24 26 28 5.5 7-7- A 2'-7 A 18 21 23 24 5'-5" C 24 25 27 28 6-2' C 23 24 26 27 6 7-5' A 2'-0" A 18 21 23 24 F-1" C 24 25 26 28 4'-10' C 23 24 26 27 6.5 2'-2' A 1'-10" A 18 21 22 24 4'-9" C 24 24 28 28 4'-7- C 24 24 25 27 7 1 2.0 A 1'-9' A 18 21 22 24 1 4'-6" 1 C 1 24 1 24 1 28 1 27 4'4° 1 C 1 24 1 24 1 25 1 26 OVER- Post Description Maximum Footing Max Hei ht POST TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 12' D 0.041 "x3"x31 Steel Clover d= 23" 8' E HANG 15' F 3/16"x4"x4" Steel S uare d= 38" 18' PROJECTION OF SINGLE SPAN STUCTURES (FT) 5/16"x4'x4" Steel Square d= 42" 18' H (FT) 6' T 8' 9' 10' 11' 12' 13' 14' 15' 16' 17" 18' 19' 20' 21' 22' 0 3' 3.5 4- 4.6 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.6 10 10.5' 11' 1' 3.5' 4- 4.5' 5' 5.5' 6' 6.6 7' 7.5' 8' 8.5' 9 9.5' 10 10.5' 11' 11.5' 7 Na Na Na Na Na 6.5 T 7.5' 8' 8.5' 9' 9.5' 10 10.5' 11' 11.5' 17 3' Na Na Na Na Na Na Na Na Na Na 9.5 10 10.6 11' 11.5' 17 12.5 4' 1 Na Na Na Na Na Na Na Na Na Na Na Na Na Na Na 12.6 13' TABLE 6.4 Post Requirements for Freestandin Structures Post Description Maximum Footing Max Hei ht POST 0.041 "x3'x3" Steel Clover d= 23" 12' D 0.041 "x3"x31 Steel Clover d= 23" 8' E 3/16"x3'x3" Steel Square d= 32" 15' F 3/16"x4"x4" Steel S uare d= 38" 18' G 5/16"x4'x4" Steel Square d= 42" 18' H S. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN Amerlmax Building Products UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT 5208 Tennyson Parkway FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 Plano, Texas 75024 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 10. USE THE APPROPRIATE DETAILS Carl Putnam, P. E. 3441 Ivylink Place FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN Lynchburg, VA 24503 SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 6.1 carloutnani tcomcast.net SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1398 6/1/2010 Page 31 of 59 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: 12 Gau a x3"x8• Steel C Detail T 16 Ga 3'x8• Steel C Beam Detail T Double 12 Ga 3'x8" Steel C Beam T and AY TABLE 6.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or Stru cture Multispan Units Structure Multis an Units Structure Multispan Units GROUND TRIS POST POST MAX MAX POSTLENGTH MAX±idn MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REO'D POST MIN FOOTER 8' I 17 I 18' POST B' I 17 I 18' POST MIN FOOTER 8' I 17 I 18' LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTS SPACIN CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS (PSF) (FT) SLAB (FT) TYPE •d' 'd" "d" 'd' (FT) "d" 'd' •d' (FT) TYPE 'd' •d" •d' •d' in n n in in in in in in in in 105 MPH EXPOSURE 8 10 3 22'-8' A 28'$" C 29 33 36234' Freestanding or Attached Freestanding or 27-8" C 27 31 35 GROUND TRIB POST 30'-0' C 29 33 37 POST LIVE 3.5 19'5' A 2T3" C 30 32 36 (FT) 27-2' C 28 31 34 In in in 351' D 31 33 37 42 LOAD 4 17"-0• A 25-0" 0 31 32 35 39 21'-Y C 29 30 34 35 W.01 D 32 33 37 41 ONLY 4.5 15-1" A 25-01 D 32 32 35 38 20'5" C 30 30 33 34 35-0" D 34 34 37 41 5 13'-7- A 24'-Y D 33 33 35 38 15.8" D 30 30 33 33 35-0" D 35 35 37 41 5.5 174' A 23'51 D 33 33 35 37 15-0" D 31 31 33 33 29'5' D 36 36 365 40 6 11'4' A 27-9' D 34 34 34 37 17".11" O 31 31 33 32 28'' D 37 37 37 40 6.5 10'-5" A 27-Y D 34 34 34 37 17"-0" D 32 32 32 32 27"-11" D 37 37 37 40 7 5-8" A 21'-7- D 35 35 35 6 16'-2" D 32 32 32 32 2T-3' D 38 38 38 40 7.5 9'-1" A 21'-1' D 36 36 36 38 15'-5" D 32 32 32 31 26'•7- E 38 38 38 40 8 S 8'" A 0'$ 2' 0 36 36 36 38 14'-9" 0 32 32 32 31 26'-0' E 39 39 39 39 8.5 8'-0" A 20'-31 D 37 37 37 37 14'-1" 0 32 32 32 31 255' E 40 40 40 39 9 T5" A 15-10" D 37 37 37 37 13'-7' 0 33 33 33 30 25'-0" E 40 40 40 39 9.5 7"-2"A A 15-61 D 38 38 38 37 13'-1" D 33 33 33 30 24'•7- E 41 41 41 40 10 6'-9" A 15-Y D 38 38 38 17.7' D 33 33 33 24'•2' E 41 41 41 11 6'-Y A 18'-7' E 39 39 39 11'-7' 0 33 33 33 23.5' E 42 42 42 12 51-W A 18'-01 E 40 40 40 10'•7' D 33 33 33 27.9' E 43 43 43 13 5'-Y A 1T4' E 40 40 40 5.10" D 33 33 33 27.2' E 43 43 43 10 3 275" A 2T-91 C 30 33 37 Freestanding or Attached Freestanding or 27-8" C 28 32 35 GROUND TRIB POST 351" C 30 34 37 POST LIVE 3.5 19'-5" A 26'-5' C 31 33 36 (FT) 21'5" C 29 31 35 In in in 30'-0' C 32 34 37 42 LOAD 4 17'-0" A 25'-31 C 32 32 36 39 20'-7" C 30 31 34 35 30'-0' D 33 34 37 41 ONLY 4.5 15'-1" A 24'-3' C 32 32 36 38 19'-9" C 30 31 34 34 30'-0" D 35 35 37 41 5 13'•7" A 23'-5' C 33 33 35 38 19'-1" C 31 31 34 33 29'-0" D 36 36 37 41 5.5 12'4" A 27-8" D 34 34 35 37 18'-5" C 32 32 34 33 28'-7- D 37 37 37 40 6 11'4" A 27.1" 0 35 35 35 37 1T-0" C 32 32 33 32 2T-9" D 37 37 37 40 6.5 15.5" A 21'5" 0 35 35 35 37 16'-11" C 33 33 33 32 2T-1' D 38 38 38 40 7 5.8" A 20'-11" 0 36 36 36 6 16'•2" C 33 33 33 32 26'-5' D 39 39 39 40 7.5 5.1" A 255" 0 36 36 36 38 15'-5" C 33 33 33 31 25-9' D 39 39 39 40 8 8'S" A 20-0" 0 37 37 37 38 14'-9" 0 33 33 33 31 253' D 40 40 40 39 8.5 8'-0" A 15-7- 0 37 37 37 37 14'-1" D 34 34 34 31 24'-9' D 40 40 40 39 9 7'1" A 15-3' 0 38 38 38 37 13'-7" D 34 34 34 30 24'-3' D 41 41 41 39 9.5 T-2" A 18'-11" D 38 38 38 37 13'-1" D 34 34 34 30 23'-10" D 41 41 41 40 10 6'-9" A 18'-7' D 39 39 39 12'-7" 0 34 34 34 23'-5" D 42 42 42 11 6'-2" A 18'-01 D 40 40 40 11'-7" D 34 34 34 22'-8" E 43 43 43 12 5'S" A 1T4' D 40 40 40 101•7" D 34 34 34 27-1' E 44 44 44 13 5'-2" A 16'-7' D 41 41 41 9'•10" D 34 34 34 21'5' E 1 44 1 44 1 44 10 3 275' A 25'•7' C 31 35 38 Freestanding or Attached Freestanding or 20'-10" C 29 33 37 GROUND TRIB POST 35-0' ' C 33 36 40 POST LIVE 3.5 15-5" A 24'4" C 32 34 38 (FT) 15-10" C 30 33 36 In in in 35-0' D 35 36 40 42 LOAD 4 1T-0" A 23'.1" C 33 34 38 39 18'-11" C 31 32 36 35 254' D 36 36 40 41 ONLY 4.5 15'-1" A 274" 0 34 34 37 38 18'-2" C 32 32 36 34 28'-2" D 37 37 39 41 5 13'-7" A 21'-7- D 35 35 37 38 1T•2" C 33 33 35 33 2T3" D 38 38 39 41 5.5 174" A ZO-11" D 36 36 37 37 16'•5" C 33 33 35 33 264' D 39 39 39 40 6 11'4" A ZO4' D 37 37 37 37 15'-8" D 34 34 34 32 25'-T D 40 40 40 40 6.5 10'-5" A 15-9' D 37 37 37 37 15'-0" D 34 34 34 32 24'•11" D 40 40 40 40 7 55" A 154" D 38 38 38 6 14'-5" D 34 34 34 32 24'4" D 41 41 41 40 7.5 5-1" A 18'-10" D 38 38 38 38 13'-11" D 35 35 35 31 23'•9" D 42 42 42 40 8 &-6" A 18'5" D 39 39 39 38 13'-0" D 35 35 35 31 23'3" D 42 42 42 39 8.5 8'-0" A 18'-11 D 40 40 40 37 13'-1" D 36 36 36 31 27-10• E 43 43 43 39 9 1-0" A 1 T-91 D 40 40 40 37 17-0" 0 36 36 36 30 274" E 43 43 43 39 9.5 T -Y A 1T•3' D 40 40 40 37 174" 0 36 36 36 30 27-0' E 44 44 44 40 10 6'-9" A 16'-10" D 41 41 41 17-0" D 36 36 36 21'-7' E 44 44 44 11 6'-Y A 16'-1" D 41 41 41 11'4" D 37 37 37 25.11" E 45 45 45 12 5'$" A 15'-5" D 42 42 42 10-7" D 37 37 37 254" E 46 46 46 13 5'-Y A 14'-10" E 43 43 43 5-10" I D 1 37 37 37 15-9" E 47 47 47 25 12 Gau a 0"W Steel C Detail TI 16 Ga 3'x8' Steel C Beam Detail T Double 12 Ga 3'x8• Steel C Beam IT and A` TABLE 6.1 28 Attached Freestanding or Attached Freestanding or Attached Freestanding or 15'-0" C structure Multis an Units Structure Mullis n Units Structure MuIGs n Units GROUND TRIB POST MAX MAX POST LENGTH MAXIMINFOOTEF MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH N RED'D POST MIN OO7E 8' I 17 I 18' POST 8' I 17 I 18' POST MIN OOTE B' I 17 I 18'LOAD ISPACCIT (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS(PSF)(FT) SLAB (FT) TYPE 'd' 'd• •d' "d' (FT) •d• "d" "d" (FT) TYPE "d' "d"In 28 31 In in in 294" in In in in In in in 25 3 5•2" A 24'-0" D 28 32 36 40 15'-0" C 24 29 32 36 30'-0" D 30 34 37 42 3.5 TAT A 23'-3" D 29 32 35 40 13'5" C 25 28 31 36 294" 0 32 34 37 42 4 6'-10" A 21'-0" 0 30 31 35 39 17-3" C 25 27 31 35 28'-0" D 33 33 37 41 4.5 6'-1" A 201-0" 0 30 31 34 38 10'-11" C 25 27 30 34 26'-11" 0 34 34 37 41 5 5'S' A 18'-9" D 31 31 34 38 9'-10" C 25 26 29 33 26'-0" D 34 34 36 41 5.5 5'-0• A 1T5" D 31 31 33 37 8'-11" C 25 26 29 33 25-Y E 35 35 36 40 6 4'-7- A 16'•8" D 32 32 33 37 8'-3' C 25 25 28 32 245• E 36 36 36 40 6.5 4'-Y A 15'•10" D 32 32 32 37 7'-7- C 25 25 28 32 23'-10' E 36 36 36 40 7 T-11" A 15'•1" D 32 32 32[35 6 7'-1' C 25 25 27 32 23'-3' E 37 37 37 40 7.5 3'S' A 14'-5" D 32 32 326 38 6'-7- C 25 25 27 31 22'-9" E 38 38 38 40 8 T-5" A 13'-10" D 33 33 336 38 6'-Y C 25 25 27 31 22'-3" E 38 38 38 39 8.5 3'-Y A 13'-3" D 33 33 335 37 5'-10" C 25 25 26 31 21'-9' E 39 39 39 39 9 3'-0" A 17-9" D 33 33 335 37 5'S" C 25 25 26 30 21'4" E 39 39 39 39 9.5 7-10" A 174" 0 33 33 33 37 5'-Y C 25 25 26 30 21'-0' E 40 40 40 40 25 3 T-2" A 27.2" D 31 34 38 43 17-9" C 26 30 34 38 28'5" 0 34 36 40 45 3.5 6'-2" A 20'-3" 0 32 34 37 42 11'-1" C 26 29 33 37 27"-0• 0 35 36 40 45 4 5'-5• A 18'-7- 0 32 33 37 41 9'-9" C 26 28 32 36 25-10" 0 36 36 39 44 4.5 4'-9" A 17'-3" D 33 33 36 41 81$" C 26 28 31 36 24'-10" E 37 37 39 44 5 4'4• A 16-2" 0 33 33 35 40 7'-10" C 26 27 30 35 24'-0• E 38 38 39 44 5.5 Y-11" A 15'-2" D 33 33 35 40 7'-1" C 26 27 30 34 23'-3" E 38 38 38 43 6 T-7- A 14'4" D 34 34 35 39 6'-6' C 26 26 29 34 22'-7" E 39 39 39 43 6.5 3'4" A 13'-7" D 34 34 34 39 6'-W C 26 26 29 34 27-0" E 40 40 40 43 7 3'-1" A 17-11" D 34 34 34 38 5'-7- C 26 26 28 33 21'-5" E 4141 41 43 7.5 7.10" A 174" D 34 34 34 38 5'-3" C 26 26 28 33 20'-11" E 41 41 41 42 8 2'-8" A 11'-10" D 35 35 35 38 4'•11• C 26 26 28 33 20'-6' E 4242 42 42 8.5 2'-0' A 11'4" 0 35 35 35 37 4'-7- C 26 26 27 32 25-1' E 42 42 42 42 9 74" A 10'-11" D 35 35 35 37 4'4" C 26 26 27 32 19'-9" E 43 43 43 43 9.5 1 7-3• 1 A 1 15.6" 1D 35 35 35 37 4'-1" C 26 26 27 32 154' E 43 43 43 43 June 24, 2010 ICC ESR 1398 6/1/2010 Page 32 of 59 Snl In rnVFR A n Dnc r RDArIwPc Fno DATIn Awn rnmmFor1Al rnVFRc wHiw WO4n ARFA% 10 12 Gau a x3"x8" Steel C Detail T 16 Ga 3"x8' Steel C Beam Detail T Double 12 Ga 3"x8" Steel C Beam and AY TABLE 6.1 32 Attached Freestanding or Attached Freestanding or Attached Freestanding or 20'3" C Structure Mullis an Units Structure Mullis an Units Structure Mullis an Units GROUND TRIG POST POST MAX MAX POSTLENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REO'D POST MIN FOOTER 8' I 12' I 18' POST MIN FOOTER 8' I 17 I 18' POST MIN FOOTER 8' I 17 I 18' LOAD (FT) ON SLAB FOR I I I SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTS (PSF) (FT) SLAB (FT) TYPE 'd' 'd' I 'd' I 'd' (FT) TYPE 'd' 'd' 'd' 'd' (FT) TYPE 'd" 'd' I 'd' 'd' 33 37 In In In In In) in In in In In (in) In 10 3 27.8" A 24'-10" C 32 35 39 41 20'3" C 30 34 37 38 30'-0" D 34 37 41 42 LIVE 3.5 19'-5" A 23'-7" C 33 35 39 41 19'3" C 31 33 37 37 29'-9" D 36 37 41 42 LOAD 4 1T-0" A 27-T' D 34 34 38 40 18'4" C 32 33 36 36 28'-5" D 37 37 40 42 ONLY 4.5 15'-1" A 21'$' D 35 35 38 40 17"4" C 33 33 36 36 27"4" D 38 38 40 42 4' 5 13'-T" A 20'-11" D 36 36 38 39 16'-5" C 33 33 36 35 26'-5" D 39 39 40 42 _ 5.5 174" A 20'-3" D 37 37 37 39 15'-8" D 34 34 35 35 25'-7' D 40 40 40 41 6 11'4" A 19'-0" D 37 37 37 39 14'-11" D 34 34 35 34 24'-10" D 40 40 40 41 6.5 10'-5" A 19'-2" D 38 38 38 38 14'4" D 35 35 35 34 24'-2" D 41 41 41 41 7 91-W A 18'-9" D 39 39 39 38 13'-9" D - 35 35 35 33 23'-7" D 42 42 42 41 7.5 9'-1" A 18'3• D 39 39 39 37 ITA' D 35 35 35 33 23'-1" D 42 42 42 40 8 8'S' A 1T-11" D 40 40 40 37 17.10" D 36 36 36 32 27.7' E 43 43 43 40 8.5 8'-0' A IT -V D 40 40 40 37 17-5' D 36 36 36 32 27.1" E 44 44 44 40 9 7"S A 17"-0" D 41 41 41 37 17-1' D 36 36 36 32 21'S" E 44 44 44 41 9.5 T-2" A 16'S" D 41 41 41 36 11'-9' D 37 37 37 32 21'4' E 45 45 45 41 10 6'-9" A 16'-1" 0 42 42 42 40 1l'S" D 37 37 37 1 34 20'-11" E 45 45 45 1 45 11 6'-2" A 15'S" 0 42 42 42 10'-10" D 38 38 38 20'-3" E 46 46 46 20 3 11'-10" A 27".3" C 29 33 37 41 18'-6 C 26 30 34 38 30'-0" D 30 34 37 42 LIVE 3.5 10'-2" A 25'-10" D 30 33 36 41 18'-8' C 26 29 33 37 30'-0" D 32 34 37 42 LOAD 4 8'-11" A 24'-9" D 31 32 36 40 15'3" C 27 29 32 36 30'-0" D 33 34 37 42 ONLY 4.5 T-11' A 23'-9" D 32 32 36 40 14'-0" C 27 28 32 36 29'-11" D 3535 38 37 42 4' 5 T-1" A 27.7" D 33 33 35 39 13'-W C 27 28 31 35 28'-11" .D 36 36 37 42 _ 5.5 6'-5" A 21'4" D 33 33 35 39 17.1" C 28 28 31 35 2V -V` D 36 36 37 41 65'-11" 6-11" A 20'3' D 34 34 34 39 IVA* C 28 28 30 34 2T-3" D 37 37 37 41 6.5 5'-5" A 19'-3' D 34 34 34 38 10'3" C 28 28 30 34 26'1' E 38 38 38 41 7 5'-1" A 18'4" D 34 34 34 38 91-T C 28 28 29 33 25'-10" E 38 38 38 41 7.5 4'-9" A 17"-7' D 35 35 35 37 6'-11" C 28 28 29 33 25'-3" E 39 39 39 40 8 4'-5" A 16'-11" 0 35 35 35 37 8'4" C 28 28 28 32 24'-9" E 40 40 40 40 8.54'-2" 4'-2' A 16'3" D 35 35 35 37 7"-10" C 28 28 28 32 24'-3" E 40 40 40 40 9 Y-11" A 15'-8" D 35 35 35 37 T-5" C 28 28 28 32 23'-9" E 41 41 41 41 9.5 3'-9" A 15'-1" D 36 38 36 36 T-1" C 28 28 28 32 23'4" E 41 41 41 41 20 3 11'-10" A 24'-10" C 32 35 39 44 18'-0" C 29 33 37 41 -0 30'' D 34 37 41 46 LIVE 3.5 10'-2' A 23'-T' C 33 35 39 43 16'-8" C 30 32 36 40 29'-9" D ' 36 37 41 46 LOAD 4 8'-11" A 27-T D 34 34 38 43 15'3" C 30 31 35 40 28'-5' D 37 37 40 45 ONLY 4.5 T-11" A 21'$' D 35 35 38 43 14'-0" C 30 31 34 39 2T4" D 38 38 40 45 4' 5 T-1" A 20'-11" D 36 36 38 42 13'-0" C 31 31 34 38 26'S" D 39 39 40 44 5.5 V-5" A 20'3" D 37 37 37 42 12'-1" C 31 31 33 38 25'-7" D 40 40 40 44 6 6-11" A 19'$" D 37 37 37 42 11'-1" C 31 31 33 37 24'-10" D 40 40 40 44 6.5 S-5" A 19'-2" D 38 38 38 42 10'-3" C 31 31 32 37 24'-2" D 41 41 41 44 7 5'-1" A 18'4" D 38 38 38 41 7-6" C 31 31 32 36 23'-7" D 42 42 42 43 7.5 4'-9" A 1T-7" D 39 39 39 41 8'-11' C 31 31 31 36 23'-1" E 42 42 42 43 84'-5" 2'4" A 16.11" D 39 39 39 40 8'4" C 31 31 31 35 27-7" E 43 43 43 43 8.5 4'-2' A 16'-3" D 39 39 39 40 T-10" C 31 31 31 35 27-1" E 44 44 44 44 9 7-11" A 15'-8" D 40 40 40 40 T-5" C 31 31 31 35 21'-8' E 44 44 44 44 9.5 T -9"A 15'-1' D 40 40 40 40 T-1" C 31 31 31 34 21'4' E 45 45 45 45 10 3'S" A 14'-7' D 40 40 40 40 6'-8" C 31 31 31 1 34 20'-11" E 45 45 1 45 1 45 GENERAL INST KUG I IONb I'UK I Ktbt TAIJLtb 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 6.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 40 12 Gau a x3"x8" Steel C Detail T 16 Ga 3"x8' Steel C Beam Detail T Double 12 Ga 3"x8" Steel C Beam and A` TABLE 6.1 D Attached Freestanding or Attached Freestanding or Attached Freestanding or 37 42 Structure Mullis an Units Structure Multis an Units Structure Mullis an Units GROUND TRIG POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX POST LENGTH SNOW WIDTH SPACINGREO'D POST MIN 8' I 17 I 18' POST MIN FOOTS 8' I 17 I 18' MIN FOOTS 8' I 17 I le E LOAD (FT) ON SLAB FOR SPACIN IFOO7E POST SIZE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTS POST SIZE CONSTRAINED FOOTS(PSF) (F7) SLAB (FT) TYPE "d'"d' "d' 'd" (FT) TYPE 'd- 'd' 'd' 'd"TYPE "d' 'd" 'd' 'd' 31 33 in in in (in) In (in) (in in in in In (in) 40 3 6'4" A 2T-6" D 30 34 37 42 11.4" C 25 29 33 37 27-3" D 33 36 40 45 3.5 5'-5" A 18'-8" D 31 33 37 41 9'-9" C 25 28 32 36 25'-10" D 34 36 39 44 9' 4 4'-9" A 1T-2" D 31 32 36 41 8'-7" C 25 28 31 36 24'-9" E 35 35 39 44 Na 4.5 4'-2" A 15-11" D 32 32 35 40 7-7" C 25 27 30 35 23'-S" E 36 36 39 43 4' 5 3'-9" A 14'40" D 32 32 35 39 6'-10" C 25 26 30 34 27-11" E 37 37 38 43 5.5 T-5" A 13'-11" D 32 32 34 39 6'-3" C 25 26 29 34 27-3" E 38 38 38 43 6 T-2" A 13'-2" D 33 33 34 38 V-9" C 25 25 29 33 21'-7" E 39 39 39 43 6.5 2'-11" A 12-5" D 33 33 33 38 5'-3" C 25 25 28 33 21'-0" E 39 39 39 42 7 2'-8" A 11'-10" D 33 33 33 38 4'-11" C 25 25 28 33 20'S" E 40 40 40 42 7.5 T-6" A 11'-3" D 33 33 33 37 4'-7" C 25 25 27 32 20'-0" E 41 41 41 42 8 2'4" A 10'-9" D 34 34 34 31 4'4" C 25 25 27 32 19'-7" E 41 41 41 42 8.5 7-2" A 10'4" D 34 34 34 37 4'-1" C 25 25 1 27 32 19'-3" E 42 1 42 42 42 110 MPH FXPO-911RF r 60 3 4'-10" A 1T -S" D 28 32 36 41 8'-9" C 23 28 31 36 24'-10" E 32 35 39 44 3.5 4'-1" A 15'-9" D 29 32 35 40 7'S" C 23 27 30 35 23'-7' E 33 35 39 43 9' 4 3'-7' A 14'-5" D 29 31 35 39 6'-7" C 23 26 29 34 22'-7" E 34 34 38 43 Na 4.5 T-2" A 13'4" D 30 30 34 39 5'-10" C 23 26 29 33 21'A" E 35 35 38 43 4' 5 7-10" A 12'-5" D 30 30 33 38 5'-3" C 23 25 28 33 20'-11" E 36 36 38 42 5.5 2'-7" A 111-8" D 31 31 33 38 4'-9" C 23 25 28 32 20'4" E 37 37 37 42 6 2'-5" A 10'-11" D 31 31 33 37 4'-5" C 23 24 27 32 19'-9" E 37 37 37 42 6.5 7-2" A 10'4- D 31 31 32 37 4'-1" C 23 24 27 32 19'-2" E 38 38 38 42 7 7-0" I A 1 9'-10" 1 D 1 31 1 31 1 32 1 36 3'-9" 1 C 1 23 1 23 1 27 1 31 18'-9" 1 E 1 39 1 39 1 39 1 41 OVER- Post Description Maximum Footing Max Hei ht POST TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 12' D 0.041 "x3"x3" Steel Clover d= 23" 8' E HANG 15' F 3/16'x4'x4" Steel Square d= 38" 18' PROJECTION OF SINGLE SPAN STUCTURES (Fr) 5/16"x4"x4" Steel Square d= 42" 1 18' H (FT) 6' T 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 0' 3' 3.5' 4' 4.5' S' 5.5' 6' 6.5' 7' 7.6 8' 8.5 9' 9.5' 10' 10.5' 11' 1' 3.5' 4' 4.5' 6 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 2' Na Na Na Na Na 6.5' 7' 7.5' 8' 8.5' 9' 9.5 IV 10.5' 11' 11.5' 17 3' Na Na Na Na Na Na Na Na Nd Na 9.5' 10' 10.5 11' 11.5' 17 12.5' 4' 1 Na Na Na Na Na Na Na Na Na Na Na Na Na Na Na 12.5' 13' TABLE 6.4 Post Requirements for Freestanding Structures Post Description Maximum Footing Max Hei ht POST 0.041 "x3"x3" Steel Clover d= 23" 12' D 0.041 "x3"x3" Steel Clover d= 23" 8' E 3/16'x3"x3" Steel S uare d= 32" 15' F 3/16'x4'x4" Steel Square d= 38" 18' G 5/16"x4"x4" Steel Square d= 42" 1 18' H 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN Amerimax Building Products UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT 5208 Tennyson Parkway FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 Plano, Texas 75024 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 10. USE THE APPROPRIATE DETAILS Carl Putnam, P. E. 3441 tvyllnk Place FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN Lynchburg, VA 24503 SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 6.1 carioutnam0comcast.net SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. FOLLOW 9.10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1398 6/1/2010 Page 33 of 59 June 24, 2010 10 6 11'4" A 6'$" A 23 23 23 24 9'-0' 6 25 25 26 26 11'5" G 28 28 28 28 LIVE 6.5 10'-5' A 6'-3" A 23 23 23 23 9'-1' B 28 28 26 26 11'-1' C 28 28 28 28 LOAD 7 91$" A 5'-10' A 23 23 23 23 8'-10" B 27 27 27 27 10'-10" C 29 29 29 29 ONLY 7.5 9'-1" A 5'S" A 24 24 24 24 81$' B 27 27 27 27 10'-7' C 29 29 29 29 7'4' 88.-6. 13'-T A 5'-2" A 24 24 24 24 8$'' C 28 28 28 28 10'-5" C 30 30 30 30 23 8.5 8'-0' A 4'-11' A 24 24 24 24 8'-3" C 28 28 28 28 10'-2" C 30 30 30 30 23 9 7'$' A 4'$' A 24 24 24 24 8'-1" C 28 28 28 28 10'-0" C 30 30 30 30 10'-0" 9.5 7-2" A 4'-5' A 24 24 24 24 7'-11' C 29 29 29 29 9'-10" C 31 31 31 31 28 10 6'-9" A 4'-3' A 24 24 24 24 T$" C 29 29 29 29 91$" C 31 31 31 31 28 11 6'-7 A T-11' A 24 24 24 24 T4' C 29 29 29 29 14' C 32 32 32 32 2" 12 51$" A T -T A 24 24 24 24 T-0' C 30 30 30 30 9'-1" C 32 32 32 32 1'-11" 13 5'-2" A 3'4" A 24 .24 24 24 6'-9' C 30 30 30 30 8'-10' C 33 33 33 33 10 3 22'$" A 11'-1' A 24 24 26 28 10'-10" A 24 24 24 25 13'3" B 25 25 26 28 LIVE 3.5 19'-5" A 10'-3' A 24 24 26 27 10'-3" A 24 24 24 25 17-7" B 26 26 26 27 LOAD 4 17"-0" A 9'-3" A 25 25 25 27 9'-10" B 25 25 25 25 17-1" B 27 27 27 27 ONLY 4.5 15'-1" A 8'-5" A 25 25 25 26 9'-5' B 26 26 26 26 11'-7" B 28 28 28 28 7'4' 5 13'-T A 7'-9" A 25 25 25 26 9'-7 B 26 26 26 26 11'3" C 28 28 28 28 23 5.5 174" A 7'-7 B 25 25 25 26 V-10" B 27 27 27 27 10'-11" C 29 29 29 29 23 6 11'4" A 6'$' B 25 25 25 25 8'-T B 28 28 28 28 10'-7' C 29 29 29 29 10'-0" 6.5 10'-5' A 6'-3" B 25 25 25 25 8'4" C 28 28 28 28 1014" C 30 30 30 30 28 7 91$" A 5'-10' B 25 25 25 25 8'-7 C 28 28 28 28 10'-1" C 31 31 31 31 28 7.5 9'-1" A 5'$" B 26 26 26 26 T-10' C 29 29 29 29 9'-10" C 31 31 31 31 2" 8 8'$" A 5'-2" B 26 26 26 26 7'-7" C 29 29 29 29 9'-T C 31 31 31 31 1'-11" 8.5 81-0" A 4'-11' B 26 26 26 26 7'-5" C 29 29 29 29 9'-5" C 32 32 32 32 1 18 9 7'$' A 4'$" B 26 26 26 26 7'•2" C 30 30 30 30 9'-3" C 32 32 32 32 9.5 T-7 A 4'-5" B 26 26 26 26 T-0" C 30 30 30 30 9'-1" C 33 33 33 33 10 6'-9" A .4'-3' B 26 26 26 26 V-10" C 30 30 30 30 8'-11" C 33 33 33 33 11 6'-T A T-11' B 26 26 26 26 6'$" C 31 31 31 - 8'$' D 34 34 34 34 12 5'$' A 3'-7' B 26 28 26 26 6'-7 C 31 31 31 31 8'-5" D 34 34 34 34 13 5'-7 A 3'4' B 26 26 26 26 5'-11' C 32 32 32 32 8'-1" D 35 35 35 35 ICC ESR 1398 6/1/2010 Y 6.5" Roll Formed Fascia Detail E California Extruded Fascia Detail G Classic Extruded Fasc a Detail H SABLE 6.6 B Attached Freestanding or 22 Attached Freestanding or Attached Freestanding or 23 23 Structure Multis an Units 0" Structure Multispan Units Structure Multis an Units iTPOST MAX 21 MAX POST LENGTH MAX B MAX POST LENGTH MAX MAX POST LENGTH :ING REOD POST MIN FOOTS 8- I 10' I 17 POST MIN FOOTS e' I 10' I 17 POST MIN DOTE 8' I 10' I 17 LAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTS r) SLAB (FT) TYPE "d' 'd' 'd 'd (FT) TYPE 'd' 'd -Cr 'd' (FT) TYPE d' "d' 'd -d- 25 25 (In) in In in 1" in in In in In in n in Y A 5'4" A 17 20 22 23 91$' B 21 21 22 23 17-11" C 23 23 24 26 0" A 4'$ A 17 20 21 23 8'-11" B 21 21 22 23 i7-3' C 24 24 24 26 0" A 4'•1' A 17 19 21 22 8'3' B 22 22 22 23 11'-9" C 25 25 25 25 1" A Y-8" A 17 19 20 22 T-9" B. 22 22 22 23 1114" C 25 25 25 25 i A 3'4' A 17 19 20 22 7'4' B 23 23 23 23 10'-11" C 26 26 26 26 )" A T-1' A 17 18 20 21 6-11" C 23 23 23 23 10'-7" C 26 26 26 26 r A 2'-10' A 18 18 20 21 6'-7" C 23 23 23 23 10'-3" C 27 27 27 27 2" A 7.7' A 18 18 20 21 6-3" C 23 23 23 23 10'-0" C 27 27 27 27 1" A 75" A 18 18 19 21 6'-0" C 24 24 24 24 9'-9" D 28 28 28 28 3" A 7.3" A 18 18 20 21 5'-S' C 24 24 24 24 91$" D 28 28 28 28 5. A 7-2" A 18 18 20 21 5-7" C 24 24 24 24 9'3" D 29 29 29 29 2" A 7-0" A 18 18 20 21 5'4' C 24 24 24 24 91-0" D 29 29 29 29 )' A 1'-11" A 18 18 20 21 6-2" C 24 24 24 24 8'$" D 29 29 29 29 0" A I 1'-10" A 1 18 1 19 1 20 1 22 11 6-(r I C 1 '25 1 25 1 25 25 8'$" 1 D 29 29 1 29 1 29 25 3 T -T A 4'4" A 18 21 23 24 8'$' B 22 22 23 25 11'-11" C 25 25 26 28 3.5 6'-T A Y-9" A 18 21 22 24 T-10' B 23 23 23 25 11'4" C 26 26 26 27 4 5'-5' A 3'4" A 18 20 22 23 7-3" B • 23 23 23 24 10'-10" C 27 27 27 27 4.5 4'-9' A T -O" A 18 20 22 23 6'-9' C 24 24 24 24 10'-5" C 28 28 28 28 5 4'4' A 2'$' A 18 20 21 23 6'-5' C 24 24 24 24 10'-1" C 28 28 28 28 5.5 Y-11" A 2'-5" A 18 20 21 23 6'-0' C 25 25 25 25 9'-9" D 29 29 29 29 6 Y -T A 2'3' A 18 19 21 - 23 5'-9" C 25 25 25 25 9'$' D 29 29 29 29 6.5 3'4' A 7-1" A 18 19 21 23 5'$" C 25 25 25 25 9'-2" D 30 30 30 30 7 3'-1" A 1'-11" A 18 19 21 23 5'-3" C 25 25 25 25 8'-9" D 30 30 30 30 7.5 7-10" A 1'-10" A 18 20 21 23 5'1" C 26 26 26 26 8'$' D 30 30 30 30 8 7$' A 1'$" A 18 20 21 23 4'-10" C 26 26 26 26 8'-2" D 31 31 31 31 8.5 7$' A 1'-7" A 18 20 22 23 4'$" C 26 26 26 26 T-11" D 31 31 31 31 9 74' A 1'$" A 18 20 22 23 4'$" C 26 26 26 26 T$' D 31 31 31 31 9.5 2'3' A 1'-5' A 18 20 22 23 4'4" 1 C 1 26 126 26 28 1 7'$' D 32 32 32 32 110 MPH EXPOSURE G 30 3 6'-11" A 4'•1' A 18 21 23 24 8'-3" B 22 22 23 25 111$" C 25 25 26 28 3.5 5-11" A 3'$" A 18 20 22 24 T$' B 23 23 23 24 111•1" C 26 26 26 27 4 1-2" A T-1" A 18 20 22 23 T-0' C 23 23 23 24 10'-7" C 27 27 27 27 4.5 4'-7' A 7-9" A 18 20 21 23 6$' C 24 24 24 24 10'-7 C 27 27 27 27 5 4'-1" A 7$' A 18 20 21 23 6-2' C 24 24 24 24 9'-10" D 28 28 28 28 5.5 3'•9' A 7.3' A 18 19 21 23 5'-10' C 24 24 24 24 91$" 0 29 29 29 29 6 3'•5" A 7.1' A 18 19 21 22 5'$' C 25 25 25 25 9'-2" D 29 29 29 29 6.5 T-2" A 1'-11' A 18 19 21 23 5'-3' C 25 25 25 25 8'-10" D 29 29 29 29 7 7-11" A VAT A 18 19 21 23 6-0' C 25 25 25 25 8'$" D 30 30 30 30 7.5 7-9" A 1'$' A 18 20 21 23 4'-10" C 25 25 25 25 8'-T D 30 30 30 30 8 7-7" A 1'-7' A 18 20 21 23 4'-7" C 25 25 25 25 T-11" D 30 30 30 30 8.5 7.5' A 1'$' A 18 20 22 23 4'-5" C 26 26 26 26 T$' D 31 31 31 31 9 7.3' A 1'-5' A 18 20 22 23 4'-3' C •26 26 26 26 T-5' D 31 31 31 31 110 MPH EXPOSURE B 30 3 8'-7" A 4'-11" A 17 20 21 23 9'3" B 21 21 22 23 3.5 T4" A 4'4" A 17 19 21 22 8'$' B 21 21 21 23 4 6'-5' A 7-10" A 17 19 21 22 T-11' B 22 22 22 23- ' r 4.5 5'$' A 3'-5' A 17 19 20 22 T-5' B 22 22 22 22 - r(, 5 6-1' A T-1' A 17 18 20 21 T-0' C 22 22 22 22 " ru , A. 5.5 4'$' A 2'-10' A 17 18 20 21 6'-7' C 23 23 23 23 6 4'-3" A 2'-7' A 17 18 20 21 6'3' C 23 23 23 23 re. 6.5 T-11" A 75' A 1718 19 21 6'-0' C 23 23 23 23 ( 139 1 7 3'$" A 7.3" A 17 18 19 21 5'-9' C 23 23 23 23 7.5 T -Y A 7-1" A 17 18 20 215'$" C 23 23 23 23 1 1 8 T-2' A 71" A 17 18 20 21 5'-3" C • 24 24 24 24 8.5 Y-0' A 1'-10" A 17 18 20 216-1' C 24 24 24 24 9 7.10' A 1'-9' A 17 18 20 21 4'-11' C 24 24 24 24 +R4 f.'iVi Page 34 of 59 s SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: 6.5' Roll Formed Fascia Detail E California Extruded Fascia Detail G Classic Extruded Fascia Detail H TABLE 6.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multis an Units Structure Mullis an Units Structure Multis an Units GROUND I THIS POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REO'D POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 101 I 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTERSPACIN POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTE (PSF) (FT) SLAB (FT) TYPE 'd' 'd" I 'd" I -d• (FT) TYPE "d- •tl• 'd' 'd' (FT) TYPE 'tl' •d• I "d' I -d- in n) n n n n) in in In (in) in In ttn MPH FXPr1C11RF r 10 3 271" A 101-0" A 24 25 27 28 10-0" A 24 24 24 26 17-11" B 26 26 27 28 LIVE 3.5 19'-5" A 9'-11" A 25 25 26 28 10-0" A 25 25 25 25 17-3" B 27 27 27 28 LOAD 4 17"-0" A 9'-3" 6 25 25 26 27 9'-0" B 26 26 26 26 11'-9" B 28 28 28 28 ONLY 4.5 15'-1" A 8'-5" B 26 26 26 27 9'-2" B 26 26 26 26 11'-3" C 28 28 28 28 4' 5 13'-7" A T-9" B 26 26 26 26 8'-10" B 27 27 27 27 la -11" C 29 29 29 29 5.5 174" A T -r B 26 26 26 26 8'-71 a 28 28 28 28 10'-r C 30 30 30 30 6 11'4" A 6'-8" B 26 26 26 26 8'4" C 28 28 28 28 101.7' C 30 30 30 30 6.5 105" A V-3" B 26 26 26 26 8'-1" C 29 29 29 29 101-0" C 31 31 31 31 7 91-8" A 5-10" B 26 26 26 26 T-9" C 29 29 29 29 91-T C 31 31 31 31 7.5 9'-1" A 5'-6" B 26 26 26 26 T5" C 29 29 29 29 05" C 32 32 32 32 8 8'S" A 5'-r B 26 26 26 26 T-3" C 30 30 30 30 9'4" C 32 32 32 32 8.5 8'-0" A 4'-11" 6 27 27 27 27 T-0" C 30 30 30 30 9'-2" C 33 33 33 33 9 7'-6" A 4'-8" B 27 27 27 27 6'-10" C 30 30 30 30 9'-0" C 33 33 33 33 9.5 7'-r A 4'-5" B 27 27 27 27 6'-8" C 30 30 30 30 8'-10" C 33 33 33 33 10 6'-9" A 4'-3" B 27 27 27 27 6'-0' C 31 3131 30 31 B'-8" D 34 34 34 34 11 6'-r A T-11" B 27 27 27 27 6'-r C 31 31 31 31 8'-5" D 34 34 34 34 11n MPH FXpr1Cl IRF R 20 3 11'-10" A 6•11" A 19 21 23 24 11'-5" A 22 22 23 24 14'5" B 24 24 25 26 LIVE 3.5 10-2" A 6'-1" A 19 21 22 23 101-0" B 23 23 23 24 13'-8" B 25 25 25 26 LOAD 4 8'-11" A 5'-S" A 19 20 22 23 T-9" B 23 23 23 23 13'-1" C 25 25 25 26 ONLY 4.5 T-11" A 4'-11" A 19 20 21 23 9'-2" B 24 24 24 24 17-r C 26 26 26 26 4' 5 T-1" A 4'-5" A 19 19 21 22 8'S" B 24 24 24 24 17-2' C 27 27 27 27 5.5 6'-5" A 4'-1" A 19 19 21 22 8'-3" B 24 24 24 24 11'-9" C 27 27 27 27 6V-11" 6.11" A 3'-9" A 19 19 21 22 T-10" B 25 25 25 25 115" ' C 28 28 28 28 6.5 5'-5' A TO A 19 19 20 22 T5" C 25 25 25 25 11'-1" C 28 28 28 28 7 5'•1• A X-3" A 19 19 20 22 T -r C 25 25 25 25 10-10" C 29 29 29 29 7.5 4'-9" A X-1" A 19 19 20 21 6'-11• C 25 25 25 25 10-r C 29 29 29 29 8 4'-5• A 7-10" A 19 19 20 21 6'-8' C 26 26 26 26 104" C 30 30 30 30 8.5 4'-r A 2'S" A 19 19 20 21 6'-5" C 26 26 26 26 10'-2" D 30 30 30 30 9 T-11" A 2'-r A 19 19 20 21 6'-r C 26 26 26 26 10-0" D 30 30 30 30 9.5 T-9" A 2'-5" A 19 19 20 22 6'-0" C 28 26 26 26 9'-9" D 31 31 31 31 10 MPH EXPOSURE C 20 3 11'-10' A 6'-11" A 2123 21 25 26 101-6' A 24 24 24 26 17-11" 8 26 26 27 28 LIVE 3.5 101-2' A 6'-1" A 21 22 24 25 101-0' A 25 25 25 25 17J' B 27 27 27 28 LOAD 4 8'-11' A 5'-5" A 21 22 24 25 9'S" B 26 26 26 26 11'-9" B 28 28 28 28 ONLY 4.5 T-11' A 4'-11' A 21 22 23 25 9'-2" B 26 26 26 26 11'.7" C 28 28 28 28 4' 5 T-1" A 4'-5" A 21 21 23 24 8'-8" B 27 27 27 27 101-11" C 29 29 29 29 5.5 6-5" A 4'-1" A 22 22 23 24 V-3" B 27 27 27 27 10-r C 30 30 30 30 6 6.11" A T-9" A 22 22 22 24 T-10" B 28 28 28 28 101.7" C 30 30 30 30 6.5 S-5" A 3'S" A 22 22 22 24 r5" C 28 28 28 28 10-0' C 31 31 31 31 7 5'-1" A T-3" A 22 22 22 23 T -r C 28 28 28 28 9-9" C 31 31 31 31 7.5 4'-9" A T-1" A 22 22 22 23 V-11' C 28 28 28 28 9-0" C 32 32 32 32 84'-5" 2'4" A 7.10" A 22 22 22 23 6'-8' C 29 29 29 29 9'4' C 32 32 32 32 8.5 4'-r A 7A" A 22 22 22 23 0-5" C 29 29 29 29 9'•r C 33 33 33 33 9 3'-11" A 7-r A 22 22 22 23 6'-r C 29 29 29 29 0-0" C 33 33 33 33 9.53-9" A 2'-5" A 22 22 22 23 6'-0" C 29 29 29 29 8'-10" C 33 33 33 33 10 3'S' A 74" A 22 22 22 24 5'-10" C 30 30 30 30 8'-r D 34 34 34 34 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. S. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 6.6 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 10 MPH EXPOSURE C 40 6.5" Roll Formed Fascia Detail E CaliforniaExWded Fascia Detail G Classic Extruded Fascia Detail H TABLE 6.6 Attached Freestanding or 21 Attached Freestanding or Attached Freestanding or T-11" Structure Multis an Units 22 Structure Multis an Units Structure Multis an Units GROUND TRIB POSTPOST MAX MAX POST LENGTH MAX 25 MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACIN REQ'O POST MIN FOOTE 8' I 10' I 12' POST MIN FOOTE 8' I 10' I 17 POST MIN FOOTE 8- I 101 I IT LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACINGPOST SIZE CONSTRAINED FOOTE SPACIN POST SIZE CONSTRAINED FOOTER (PSF) (FT) SLAB (FT) TYPE 'd' 'd' 'd' 'd' (FT) TYPE 'd' 'd' "d' "d" (FT) TYPE 'tl' -cr "d' "d" 22 in in) In n) 24 (in) In (in) (in) in (in) (in) (in) 10 MPH EXPOSURE C 40 3 6'4' A 3'•10" A 17 21 22 24 T-11" B 22 22 23 25 11'-5" C 25 25 26 27 3.5 5'-5" A 3'4" A 17 20 22 23 7'-3" B 22 22 23 24 10'-10• C 26 26 26 27 9' 4 4'•9• A 2'-11" A 17 20 22 23 6'-9" C 23 23 23 24 10'4" C 26 26 26 27 Na .4.5 4'-2• A 2'-7" A 17 20 21 23 6'4" C 23 23 23 24 10'-0" C 27 27 27 27 4' 5 3'-9• A 2'4" A 17 19 21 23 5'-11" C 24 24 24 24 9'-7" 0 28 28 28 28 5.5 T-5• A 2'-2" A 17 19 21 22 5'-7" C 24 24 24 24 9'4" D 28 28 28 28 6 T-2• A 2'-0" A 17 19 21 22 5'4" C 24 24 24 24 8'-11" D 29 29 29 29 6.5 2'-11" A 11•10" A 18 19 21 23 5'-1" C 24 24 24 24 8'-0" D 29 29 29 29 7 2'-8" A 1'-8" A 18 19 21 23 4'-10' C 25 25 25 25 8'-2" D 29 29 29 29 7.5 2'-0" A 1'-7• A 18 20 21 23 4'-7" C 25 25 25 25 7'•11" D 30 30 30 30 8 2'4" A 1'-6' A 18 20 21 23 4'S' C 25 25 25 25 7'•8' D 30 30 30 30 8.5 2'-2" A 1'•5• A 18 20 22 23 4'.1" C 25 25 25 25 7'•5' D 30 30 30 30 10 MPH 60 3 4'-10" A 3'-0" A 16 20 22 23 V-10" C 21 21 23 24 10-5" C 24 24 26 27 3.5 4'-1' A 2'-7" A 16 20 21 23 6'-3• C 21 21 22 24 9'-11" D 25 25 25 27 9' 4 T-7" A 7J' A 16 19 21 23 6.9" C 22 22 22 24 91-0• D 26 26 26 27 Na 4.5 3'•2" A 7-0" A 16 19 21 22 5'4• C 22 22 22 23 91-0" D 26 26 26 26 4' 5 7.10" A 1'-1(r A 16 19 21 22 5'-T C 22 22 22 23 81S• D 27 27 27 27 5.5 2'-r A 1'-6" A 16 19 21 22 4'-9' C 23 23 23 23 8'-1' D 27 27 27 27 6 V-5 A 1'-8" A 16 19 21 22 4'-V C 23 23 23 23 T-9" D 27 27 27 27 6.5 2'-r A 1'-5" A 16 19 21 23 4'•3• C 23 23 23 23 T-5• D 28 28 28 28 7 21-(• A 1'4^ A 16 19 21 1 23 1 4'•1• 1 C 1 23 1 23 1 23 1 23 T-1' I D 1 28 1 28 1 28 1 28 OVER- Post Description Maximum Footing Max Hei ht POST TABLE 62 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 12' D 0.041"x3'x3" Steel Clover d= 23" 8' E HANG 15' F Steel Square d= 38" 18' PROJECTION OF SINGLE SPAN STUCTURES (FT) R' 12211 5/16"x4"x4' Steel S uare d= 42" 18' H (FT) 6' T 8' 9' 10 11' 17 13' 14' 16 16' 17' 18' 19' 20 21' 27 0' 3' 3.5' 4- 4.5' 5' 5.6 T 6.5' T 7.5' 8' 8.5' 9' 9.5' 10 10.5' 11' 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.6 10' 10.5' 11' 11.5' 2' Na Na Na Na Na 6.6 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 3' Na Na Na Na Na Na Na Na Na Na 9.5' 10' 10.5' 11' 11.5' 17 12.5' 4' 1 Na Na Na Na Na Na Na Na Na Na Na Na Na Na Na 12.5' 13' TABLE 6.4 Post Requirements for Freestanding Structures Post Description Maximum Footing Max Hei ht POST 0.041'x3'x3" Steel Clover d= 23" 12' D 0.041"x3'x3" Steel Clover d= 23" 8' E 3/16"x3"x3" Steel Square d= 32" 15' F Steel Square d= 38" 18' G R' 12211 5/16"x4"x4' Steel S uare d= 42" 18' H 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN Amerimax Building Products UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT 5208 Tennyson Parkway FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 Plano, Texas 75024 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 10. USE THE APPROPRIATE DETAILS Carl Putnam, P. E. 3441 Ivylink Place FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN Lynchburg, VA 24503 SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 6.6 carloutnamt'd)comcast.net SLAB S. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1398 6/1/2010 Page 35 of 59 ICC ESR 1398 6/1/2010 Page 36 of 59 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA; 110 MPH FXPngLJRF C 10 3.7 Extruded Fascia Detail L Alaskan Extruded Fascia Detail K 0.041"x3"x3" Steel Cloverleaf Detail W TABLE 6.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or 25 Structure Multis an Units Structure Multis an Units Structure Multis an Units GROUND TRIG POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REO'D POST MIN FOOTER V I 10 I 17 POST MIN FOOTER 8' I 10' I 17 POST MIN FOOTER V I 10 I 17 LOAD (FT) ON SLAB FOR I I I SPACIN POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS (PSF) (FT) SLAB (FT) TYPE "d' 'd' I 'd' 'd' (FT) TYPE "d' 'd' 'd' "d' (FT) TYPE 'tl' 'd' 'd' 'd' 24 In In (in In in In in in In in in (in) 110 MPH FXPngLJRF C 10 3 22'-8" A 91-8" A 23 23 25 26 1115" A 25 25 26 27 9'-5" A 23 24 26 27 LIVE 3.5 191•5' A 9'-3" A 24 24 25 26 10'-10' B 26 26 26 27 V-11" A 24 24 26 27 LOAD 4 1T-0' A 91-0' A 25 25 25 26 1014' B 26 26 26 27 8'-0" A 25 25 25 27 ONLY 4.5 15'-1' A V-7- B 26 26 26 26 9-11" B 27 27 27 27 8'•1' B 25 25 25 27 4' 5 13'-1" A 8'-3" B 26 26 26 26 9'-7" B 28 28 28 28 T-8' B 26 26 26 26 5.5 174' A T•11' B 27 27 27 27 914" C 28 28 28 28 7"4' B 26 26 26 26 6 11'4' A T-8" a 27 27 27 27 91-0" C 29 29 29 29 T-0' B 27 27 27 27 6.5 10'-5' A T-5" B 28 28 28 28 8'-10" C 29 29 29 29 6-9" B 27 27 27 27 7 91-W A T-3" C 28 28 28 28 V-7" C 30 30 30 30 6'-F B 27 27 27 27 7.5 9'-1" A T-0" C 29 29 29 29 8'-5" C 30 30 30 30 6'-3" B 28 28 28 28 8 8'8" A 6-10" C 29 29 29 29 8'-3" C 31 31 31 31 6'-1" C 28 28 28 28 8.5 814" A 6'-8" C 29 29 29 29 1-1" C 31 31 31 31 5'-10" C 28 28 28 28 9 T-0" A 6'-0' C 30 30 30 30 T-11' C 32 32 32 32 5'-8" C 28 28 28 28 9.5 T -Y A 6'4' C 30 30 30 30 71-9" C 32 32 32 32 T-7" C 29 29 29 29 10 8'-9" A V-3' C 30 30 30 30 T-7" C 32 32 32 32 5'-5" C 29 29 29 29 11 6'-2" A 6'-0" C 31 31 31 31 T4" C 33 33 33 33 F-2- C 1 29 29 29 29 1n MDH FYPr1Sil)RF a 20 3 11'-10' A 10'-5" A 21 22 23 25 17-0" B 23 23 24 25 10'-1' A 21 23 24 25 LIVE 3.5 10'-2' A 10-0" A 22 22 23 24 It' -10" B 24 24 24 25 T -r A 22 22 24 25 LOAD 4 8'•11' A 9'-9" B 23 23 23 24 11'4" B 24 24 24 25 8'-5' A 22 22 23 25 ONLY 4.5 T-11' A 9'-5" B 24 24 24 24 10'-11" C 25 25 25 25 T-10' A 22 22 23 24 4' 5 T-1' A 9'-Y B 24 24 24 24 10'-6" C 25 25 25 25 T4" B 23 23 23 24 5.5 6'-5" A 9'-0" C 25 25 25 25 10.2" C 26 26 26 26 6'-11" B 23 23 23 24 6 F-11" A 81A' C 25 25 25 25 9'-11" C 27 27 27 27 6'-0" B 23 23 23 24 6.5 5'-5" A 8'-5' C 26 26 26 26 9141" C 27 27 27 27 6'-2" B 23 23 23 23 7 8-1" A 8'-2" C 26 26 26 26 9'-5" C 27 27 27 27 5'-11" B 24 24 24 24 7.5 4'-9' A T-11" C 27 27 27 27 9'-2" C 28 28 28 28 5'-7" B 24 24 24 24 8 4'-5' A T-0' C 27 27 27 27 91-0' C 28 28 28 28 5'S B 24 24 24 24 8.5 4'-Y A T4" C 27 27 27 27 8'-9" C 29 29 29 29 5'-2" B 24 24 24 24 9 3'•11- A T-1" C 27 27 27 27 s -V C 29 29 29 29 5'4Y B 24 24 24 24 9.5 3'-9' A 6'-111 C 27 27 27 27 8'-3" C 29 29 29 29 4'•9' 0 24 24 24 24 110 MPH EXPOSURE C 20 3 11'-10" A 91-8" A 23 23 25 26 1115 A 25 25 26 27 9'-5' A 23 24 26 27 LIVE 3.5 10'-2' A T-3" A 24 24 25 26 10'-10" B 26 26 26 27 8'-11' A 24 24 26 27 LOAD 4 8'-11" A T -o" B 25 25 25 26 194' B 26 26 26 27 8'-5' A 25 25 25 27 ONLY 4.5 T-11" A 8'-7" B 26 26 26 26 9'-11' B 27 27 27 27 T-10' A 25 25 25 27 4' 5 T-1" A 8'-3" B 26 26 26 26 9'-7" C 28 28 28 28 r4" B 25 25 25 26 5.5 8.5" A T-1111 a 27 27 27 27 9.4" C 28 28 28 28 8-11" B 26 26 26 26 6 8-11" A T-8" B 27 27 27 27 91-0' C 29 29 29 29 6`6 B 26 26 26 26 6.5 8-5" A r-5" C 28 28 28 28 8'-10' C 29 29 29 29 8-2" B 26 26 26 26 7 5'-1' A r-3" C 28 28 28 28 8'-T C 30 30 30 30 5-11" B 26 26 26 26 7.5 4'-9' A T-0' C 29 29 29 29 8'-5" C 30 30 30 30 5-7" B 27 27 27 27 84'-5' 2'4" A 61.10' C 29 29 29 29 8'-3' C 31 31 31 31 5-5" B 27 27 27 27 8.5 4'-Y A 6'-8"C C 29 29 29 29 8'-1" c 31 31 31 31 5'-2" B 27 27 27 27 9 3'-11" A 6'-6' C 30 30 30 30 T-11" C 32 32 32 32 5'-0" B 27 27 27 27 9.5 T-9" A 6'4" C 30 30 30 30 T-9" C 32 32 32 32 4'-9" B 27 27 27 27 10 3' 6 A 6'-3' C 30 30 30 30 T-7" C 1 32 32 32 32 4'-7" 1 B 1 27 1 27 27 27 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. S. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 6.6 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 1n MPH FXPnCI IRF C 40 5.5" Extruded Fascia Detail L) Alaskan Extruded Fascia Detail K 0.041"x3"x3" Steel Cloverleaf Detail W TABLE 6.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or 25 Structure Multis an Units Structure Multis an Units Structure Multis an Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX POST LENGTH MAXIMINFOOTER MAX MAX POST LENGTH SNOW WIDTH SPACINGREO'D POST MIN FOOTS 8' I 10 I 12' POST 8' I 10' I 17POST MIN FOO7E 8' I 10' I 17 LOAD (FT) ONSLAB FOR SPACIN POST SO:E CONSTRAINED FOOTER SPACIN CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS(PSF) (FT) SLAB (FT) TYPE 'd' 'd" "tl' "d" (FT) 'd" 'd" 'tl' (FT)'''tl' 'tl" "d' 24 in in In In in In I (in)in in 1n MPH FXPnCI IRF C 40 3 6'4" A 9'-2" C 23 23 25 26 91•11" C 24 24 25 26 6'-7' B 21 23 24 26 3.5 V-5" A 8'4" C 24 24 24 26 9'-5" C 24 24 25 26 6'4" B 21 22 24 25 9' 4 4'-9' A 7"-9" C 24 24 24 25 91-0" C 25 25 25 26 5-0" B 21 22 24 25 n/a 4.5 4'-2' A 7-3" C 24 24 24 25 8'-7- C 26 26 26 26 8-1" B 22 22 23 25 4' 5 3'-9' A 6'-9" C 25 25 25 25 8'-1' C 26 26 26 26 4'-8" B 22 22 23 25 5.5 3'-5' A 6'-5" C 25 25 25 25 7'A' C 27 27 27 27 4'-5" B 22 22 23 24 6 3'-Y A 6'-1' C 25 25 25 25 7'4' C 27 27 27 27 4'-1" 8 22 22 23 24 6.5 7-11" A 5'-9" C 26 26 26 26 7'-0' D 27 27 27 27 T-11" B 22 22 22 24 7 2'1" A 5'-6" C 26 26 26 26 6'-8' D 28 28 28 28 3'A' C 23 23 23 24 7.5 2'-6' A 5'-3" C 26 26 26 26 6'-5' D 28 28 28 28 1 3'-6" C 23 23 23 24 8 2'4" A 5'-1" C 26 26 26 26 6'-2' D 28 28 28 28 3'4' C 23 23 23 23 6.5 2'-2' A 4'-10" C 26 26 26 26 6'-0" D 28 28 28 28 T-2" C 23 23 23 23 110 MPH EXPOSURE C 60 3 4'-10' A T-10" C 22 22 24 26 9'-1" C 23 23 25 26 5'-7' B 20 22 24 25 3.5 4'-1' A T -Y C 22 22 24 25 8'-0" C 24 24 24 26 5'-0" B 20 22 23 25 9' 4 3'-7' A 6'-7" C 23 23 23 25 T-11" C 24 24 24 26 4'-T B 20 21 23 24 n/a 4.5 Y-2' A V -Y C 23 23 23 25 T -S" C 25 25 25 25 4'-2" B 20 21 23 24 4' 5 2'-10' A 5'-9" C 23 23 23 24 T-0" D 25 25 25 25 3'-11" C 21 21 22 24 5.5 7-7" A T-5" C 24 24 24 24 6'-T' D 25 25 25 25 T -T" C 21 21 22 24 6 2'-S" A V -i' C 24 24 24 24 6'-3" D 26 26 26 26 T-5" C 21 21 22 24 6.5 2'-7 A 4'-10" C 24 24 24 24 6'-0" 0 26 26 26 26 3'-Y C 21 21 22 23 7 2'-0' A 4'-8' C 24 1 24 24 24 11 5'-9' 1 D 1 26 1 26 1 26 1 26 1 3'-0" I C 1 21 21 1 22 1 23 OVER- Post Description Maximum Footing Max Hei ht POST TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 12' D 0.041 "x3"x3" Steel Clover d= 23" 8' E HANG 15' F 3/16"xR" Steel S uare d= 38" 18' PROJECTION OF SINGLE SPAN STUCTURES (FT) 5/16"x4"x4" Steel S uare d= 42" 18' H (FT) 6' T 8' 9' 10' 11' 17 13' 14' 15 16' 1T 18' 15 20' 21' 27 0' 3' 3.5' 4' 4.5' 5' 5.5 6' 6.5' T 7.5' 8' 8.5' 9' 9.5 10' 10.5' 717- 1. 3.6 4' 4.5' 5' 5.5' 6' 6.5' r 7.5 8' 8.5 91 9.5' 10' 10.5' 11' 11.5' 7 n/a Na n/a n/a n/a 6.5' r 7.5' 8' 8.5' 91 9.5' 10' 10.5' 11' 11.5' 17 3' Na Na Na Na n/a Na Na Na Na nia 9.8 IV 10.6 IV 11.6 17 12.5' 4' Na Na Na Na n/a Na Na Na Na n/a Na Na Na Na Na 12.5' 13' TABLE 6.4 Post Requirements for Freestanding Structure9 Post Description Maximum Footing Max Hei ht POST 0.041 "x3"x3" Steel Clover d= 23" 12' D 0.041 "x3"x3" Steel Clover d= 23" 8' E 3/16"x3"x3" Steel Square d= 32" 15' F 3/16"xR" Steel S uare d= 38" 18' G 5/16"x4"x4" Steel S uare d= 42" 18' H S. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN Amerimax Building Products UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT 5208 Tennyson Parkway FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 Plano, Texas 75024 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 10. USE THE APPROPRIATE DETAILS Carl Putnam, P. E. 3441 Ivyllnk Place FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN Lynchburg, VA 24503 SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 6.6 carioutnam(Mcomcast.net SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1398 6/1/2010 Page 37 of 59 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: ICC ESR 1398 6/1/2010 Page 38 of 59 4'x3' I Beam Detail Y 7'x4' I Beam Detail O TABLE 6.1 Attached Freestanding or Attached Attached I Freestanding or Attached Freestanding or Structure I Multispan Units Structure Structure Multis an Units D TRIG POST POST MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH WIDTH SPACING REDD POST MIN FOOTER B' I 17 I 18' POST MIN FOOTER 8' I 1z I 18' rSNOW (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTS SPACINGPOST CONSTRAINED FOOTER SIZE CONSTRAINED FOOTS SIZE CONSTRAINED FOOTS (FT) SLAB (FT) TYPE 'd' -d- "d" -d- (FT) TYPE "d' "d' -d- -d- "d" "d" 'Cr 'd' In In n n n n n n in n in n 105 MPH EXPOSURE B 10 3 22'-8' A 10'-1" A 21 23 2613'-11" 23 26 A 23 27 30 27 LIVE 3.5 155" A 9'-9' A 21 23 26 23 13'-5" A 24 27 30 27 LOAD 4 1T-0" A 5-5" A 22 23 25 22 1z-11" A 25 26 30 27 ONLY 4.5 15-1" A 5-2' A 23 23 25 22 1z -T B 25 26 29 27 30 5 13'-T A 8'-11" A 23 23 25 22 1z3" B 26 26 29 27 30 5.5 1z4' A 81 $" A 24 24 25 22 iz-0" B 27 27 29 27 30 6 11'-4" A 8'S" A 24 24 25 22 11'-9" B 27 27 29 28 29 6.5 10'-5' A 814" B 25 25 25 22 11'5" C 28 28 29 28 29 7 5-8" A 8'-2" B 25 25 25 23 11'3" C 28 28 29 28 29 7.5 5-1' A 8'-1" B 26 26 26 23 11'-1" C 29 29 29 28 28 8 V-6' A T-11" B 26 26 26 23 15.11" C 29 29 29 28 28 8.5 8'-0"A 8.5 T-10" B 27 27 27 23 15.9" C 30 30 30 28 28 9 TE' A T5' B 27 27 27 23 15-T C 30 30 30 28 28 9.5 T-2' A T-7" B 27 27 27 23 155" C 31 31 31 28 28 10 6'-9" A T5" C 28 28 28 22 IVA" C 31 31 31 '26 29 11 6'-2" A T4" C 28 28 28 23 15-i' C 32 32 32 ' 27 29 12 5'-8" A T-2" C 29 29 29 23 9'-10' C 32 32 32 :27 29 13 5'-2" A 6'-10" C 29 29 29 23 9'S" C 33 33 33 28 110 MPH EXPOSURE B 10 3 2z5' A 5-10" A 21 23 26 23 13'-7" A 23 27 31 29 LIVE 3.5 15-5 A 5-0" A 22 23 26 23 13'.1" A 24 27 30 29 LOAD 4 1T-0' A 5-2" A 23 23 26 23 tz-8" B 25 27 30 29 ONLY 4.5 15-1" A 8'-11" A 23 23 26 24 174" B 26 27 30 29 30 5 13'-7' A V-8" A 24 24 26 24 1z-0' B 27 27 30 29 30 5.5 1z4' A V-6" A 25 25 26 24 11'-9' B 27 27 30 30 30 6 1114' A 8'4" B 25 25 25 24 11'5' C 28 28 30 30 30 6.5 10'-5' A T-2" B 26 26 26 24 11'-3" C 28 28 29 30 30. 7 9'$" A 8'-0" B 26 26 26 24 11'-1' C 29 29 29 30 30 7.5 9'-1" A 7-11" B 26 26 26 24 10'-10" C 29 29 29 30 30 8 110 MPH EXPOSURE C A T-9" B 27 27 27 22 15.8' C 30 30 30 26 29 8.5 8'-0" A T-7" B 27 27 27 22 15.7" C 30 30 30 27 29 9 Tri" A T$' C 28 28 28 23 10-5" C 31 31 31 27 29 9.5 T-2" A T-5" C 28 28 28 23 10'-3' C 31 31 31 28 29 10 6'-9" A T4" C 28 28 28 23 10'-1" C 32 32 32 28 28 11 6'-2' A T-2' C 29 29 29 23 5-11" C 32 32 32 28 28 12 6-8" A 7'-0' C 30 30 30 23 5$' C 33 33 33 29 29 13 5'-2" A 6'-10' C 30 30 30 23 55' D 34 34 34 29 105 MPH EXPOSURE C 103 22'' A 9'4" A 22 25 28 25 1z-101 A 25 29 32 30 LIVE 3.5 19'-5" A 5-0" A 23 24 27 24 1z4' B 26 29 32 29 LOAD 4 1T-0" A 8'-8" A 24 24 27 24 1z-0" B 27 28 32 29 ONLY 4.5 15'-1" A V-5" A 25 25 27 24 111$" B 28 28 31 29 33 5 13'-7" A V-3" B 26 26 27 24 11'4" C 28 28 31 29 33 5.5 174' A T -(r B 26 26 27 23 11'-1" C 29 29 31 27 31 6 11'4' A T-10" B 27 27 27 23 15.10' C 30 30 31 27 30 6.5 10'-5' A T5' B 27 27 27 22 15-8" C 30 30 31 27 30 7 5-8" A T -T B 28 28 28 22 10'S" C 31 31 31 27 30 7.5 5-1" A T-5' C 28 28 28 22 1013' C 31 31 31 27 30 8 8'S" A T4" C 29 29 29 22 10'-1' C 32 32 32 27 29 8.5 8'-0" A 7-2" C 29 29 29 22 5-11' C 32 32 32 27 29 9T-6" A T-1" C 30 30 30 22 5.10" C 33 33 33 27 29 9.5 T-2' A T-0" C 30 30 30 22 543" C 33 33 33 27 28 10 6'-9" A 6-11" C 30 30 30 22 5-T D 34 34 34 27 28 11 T-2" A 6'-8" C 31 3131 22 22 54" D 35 35 35 28 28 12 5-8' A 6'S" C 32 32 32 22 5-2" D 35 35 35 28 28 73 S-2" A 6'4" C 1 32 32 32 22 8'-11" D 36 1 36 1 36 28 ICC ESR 1398 6/1/2010 Page 38 of 59 4'x3' I Beam Detail Y 7"x4" I Beam Detail O TABLE 6.1 Attached Freestanding or Attached Freestanding or Structure MultisDan Units Structure MultisDan Units GROUND TRIG POST POST MAX MAX POST LENGTH MAX MAX POSTLENGTH SNOW WIDTHSPACING REDID POST MIN DOTE 8' I 1z I 18' POST MIN FOOTS 8' I 1z I 18' LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTS (PSF) (FT) SLAB (FT) TYPE "d" 'd' 'd' 'd' (FT) TYPE "d" "d" 'Cr 'd' n n n n n m n n 110 MPH EXPOSURE B 25 3 5-T A 5-10" B 21 23 26 31 13'-7' C 23 27 31 35 3.5 T-10" A 5-1" B 22 23 26 30 13'-1" C 24 27 30 35 4 5-10" A V-2" B 22 22 25 30 1z-' C 25 27 30 34 4.5 6'-1' A T-5" B 22 22 25 29 1z-4" C 26 27 30 34 5 51-0' A 6'-10" B 22 22 25 29 1z-0" C 27 27 30 34 5.5 51-0' A 64' B 22 22 24 29 11'-9' C 27 27 30 34 ' 6 4'-7" A 5'-11" B 22 22 24 28 11'-2' 0 28 28 29 34 6.5 4'-2" A 5'-0" B 22 22 24 28 10'5" 0 28 28 29 33 7 Y-11" A 5-2" B 23 23 24 28 9'-11" D 28 28 29 . 33 7.5 3'-0' A 4'-10" B 23 23 23 28 9'4" D 28 28 28 33 8 Y-5' A 4'-7" C 23 23 23 28 8'-11" D 28 28 28 32 8.5 T -T A 4'4" C 23 23 23 28 V-5" 0 28 28 28 32 93'-0" A 4'-2" C 23 23 23 27 8'-1' D 28 28 28 32 9.5 z-10" A T-11" C 23 23 23 27 T-8" D • 28 28 28 31 110 MPH EXPOSURE C 25 3 7"-2' A 8'S" B 22 25 28 33 12'-7' C '26 29 33 37 3.5 6'-2" A 7-7" B 23 24 27 32 12* -1" C ' 27 29 33 37 4 5'-5" A V-10" B 23 24 27 32 111-8" C :27 29 32 37 4.5 4'-9" A 6-2" B 23 23 26 31 11'4" C 28 29 32 37 5 4'4' A 5'-0" B 23 23 26 31 10'-9" D 29 29 32 36 5.5 Y-11' A 5'-2" B 23 23 26 31 10'-0" 0 29 29 31 36 6 Y -T A 4'-10' B 23 23 25 30 913" D 29 29 31 35 6.5 3'4" A 4'-0" C 24 24 25 30 8'S" D '29 29 30 35 7 T-1" A 4'-3' C 24 24 25 30 8'-2" 0 •29 29 30 35 7.5 z-10" A 4'-0' C 24 24 25 30 7*5" D 30 30 30 34 8 z$" A T-9" C 24 24 24 30 Td" D 30 30 30 34 8.5 75" A T-6" C 24 24 24 29 6-11" D 30 30 30. 34 9 2'4" A 3'4" C 24 24 24 29 6'-7" D 30 30 30 33 9.5 1 2'-3" 1 A T-2" 1 C 24 24 24 29 6'-3" D 30 30 30 33 110 MPH EXPOSURE C 30 3 6'-11' A 8'-1" B 22 24 28 32 12'-7' C 26 29 33 37 3.5 5-11' A 7'-2" B 22 24 27 32 1z-1' C 27 29 33 37 4 5.2" A 6-5" B 23 23 27 31 111$ C 27 29 32 37 4.5 4'-7' A V-10" B 23 23 26 31 11'-1' 0 28 29 32 36 5 4'-1" A 54" B 23 23 26 31 15-2' 0 28 28 31 36 5.5 Y-9" A 4'-11' B 23 23 25 30 5.5" D 28 28 31 35 6 T-5' A 4'-7" B 23 23 25 30 8'-9" 0 29 29 30 35 6.5 Y-2" A 4'-3" B 23 23 25 30 8'-3" D 29 29 30 35 7 2'-11' A 4'-0" C 23 23 25 30 7-9" 0 29 29 30 34 7.5 2'-9" A 3'-9" C 23 23 24 30 7"-3" 0 29 29 29 34 8 2'-7" A T-6" C 23 23 24 29 6-11" 0 29 29 29 34 8.5 z-5" A 3'4' C 23 23 24 29 9-6" D .29 29 29 33 9 7-3" A 7-2' C 23 23 24 29 6'-3" D 29 29 29 33 110 MPH EXPOSURE B 30 3 8'-7' A 5.7' B 21 23 26 30 13'-7' C 23 27 31 35 3.5 T4' A &-6" B 21 23 26 30 13'-1' C 24 27 30 35 4 V-5" A T-8" B 21 22 25 29 175' C 25 27 30 34 4.5 5'-8" A 7* -0" B 21 22 25 29 1 z4' C 26 27 30 34 5 5-1" A 6'-5" B 22 22 24 29 12'-0' C 27 27 30 34 5.5 4'S" A T-11" B 22 22 24 28 11'-3' D 27 27 29 34 6 4'-3" A F-6" B 22 22 24 28 101-6' D 27 27 29 33 6.5 T-11' A F-2" B 22 22 24 28 9'-10' D 27 27 29 33 7 3'-8" A 4'-10' B 22 22 23 28 9'-3' D 27 27 28 32 7.5 T-5" A 4'S" B 22 22 23 28 8'-9" D 27 27 28 32 8 3'-T A 4'-3" B 22 22 23 27 8'-3' D 1128 28 28 32 8.5 T -V A 4'-1" C • 22 22 23 27 7"-10" D 28 28 28 32 9 7-10' A 3'-10" C 22 22 23 27 T-6' D 28 28 28 31 ICC ESR 1398 6/1/2010 Page 38 of 59 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. S. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 6.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. TABLE 6.1 4'x3" 1 Beam Detail Y 7"x4"111 Beam Detail Q TABLE 6.1 22 Attached Freestanding or 32 Attached Freestanding or 26 29 Structure Multis an Units 5/16"x4"x4" Steel §Q uare d= 42" Structure Multis an Units GROUND TRIG POST POST MAX 27 32 MAX POST LENGTH MAX 27 29 MAX POST LENGTH SNOW WIDTH SPACING REQ'D POST MIN FOOTER B' I 17 I 18' POST MIN FOOTER 8' I 17 I 18' LOAD (FT) ON SLAB FOR SPACINGPOST 11' SIZE CONSTRAINED FOOTS SPACINGPOST 5'6" SIZE CONSTRAINED FOOTS (PSF) 26 (FT) SLAB (FT) TYPE 'd" 'd" 'd' 'd' (FT) TYPE 'd" 'd' "d' "d" A 5'-1" B 22 22 26 In In In in D 28 Qn) In In In 110 MPH EXPOSURE C 10 3 27-0" A 9'-2" A 23 25 28 91-0" 17-7" B 26 29 33 n/a LIVE 3.5 196" A V-9" A 24 25 28 8'4" 17-1" B 27 29 33 LOAD 4 1T-0" A 8'6" A 25 25 28 T-10" 11'-0' B 27 29 32 ONLY 4.5 15'-1' A 8'-3" B 25 25 28 T4" 11'4' C 28 29 32 7.5 5 /3'-7" A 8'-0" B 26 26 28 V-11" 11'-1" C 29 29 32 8 5.5 174' A T-10" B 27 27 27 6'6" 10.10" C 30 30 32 8.5 611'4' A A T-8" B 27 27 27 6'-2- 10.7" C 30 30 32 110 MPH EXPOSURE C 60 6.5 1016- A T-6" C 28 28 28 31 10'-5" C 31 31 31 37 7 9'-8" A T-5" C 28 28 28 31 10'-2" C 32 32 32 36 7.5 9'-1" A T-3" C 29 29 29 30 10'-0" C 32 32 32 35 8 8'6" A T-2" C 29 29 29 30 9'-10" c 33 33 33 35 8.5 81-0" A T-1" C 30 30 30 30 9'-9" C 33 33 33 34 9 T-6" A 6-11' C 30 30 30 29 9'-7" D 34 34 34 34 9.5 T -r A FAG" C 31 31 31 29 9'-5" D 34 34 34 33 10 6'-9" A V-9" C 31 31 31 29 9'4" D 35 35 35 33 11 6'-2" A 6'-0" C 32 32 32 29 9'-1" D 35 35 35 33 110 MPH EXPOSURE B 20 3 11'-10" A 9-10" A 21 23 26 31 18'-11" C 26 30 33 37 LIVE 3.5 10'-2" A 9-0" A 22 23 26 30 18'-0" C 27 29 33 37 LOAD 4 8'-11" A 9'-2" B 23 23 26 30 1T-2" C 28 29 32 36 ONLY 4.5 T-11' A 8'41' B 23 23 26 30 16'-7" C 29 29 32 36 5 T-1" A &-a" B 24 24 26 30 16'-0" C 29 29 32 36 5.5 6'-5" A 8'-1" B 24 24 25 30 15'-0" C 30 30 31 35 6 5'-11' A T-7" 8 24 24 25 29 14'-1 D 30 30 31 35 6.5 516" A T -i" 8 24 24 25 29 13'-3' D 30 30 30 35 7 5'-1" A 6'-8" 8 25 25 25 29 17-7" D 30 30 30 34 7.5 4'-9" A 14' 8 25 25 25 29 11'-11" D 30 30 30 34 84'-5" A 6'-0 " C 25 25 25 29 4 11'' D 31 31 31 34 8.5 4'-r A S-0" C 25 25 25 28 10-10" D 31 31 31 33 9 T-11" A 5'-5" C 25 25 25 28 1014" 0 31 31 31 33 9.5 3'-9" A T -r C 25 25 25 28 T-11" D 31 31 31 33 110 MPH EXPOSURE C 20 3 11'-10" A 9'-2" A 23 25 28 33 17.7" B 26 29 33 37 LIVE 3.5 10'-2* A V-9" A 24 25 28 33 17.1" B 27 29 33 37 LOAD 4 9.11" A 8'6" A 25 25 28 33 111-8- B 27 29 32 37 ONLY 4.5 T-11" A V -r B 25 25 28 32 114' C 28 29 32 37 5 T-1" A 8'-0" B 26 26 28 32 11'-1" C 29 29 32 36 5.5 V-5" A T-10" B 27 27 27 32 10'-10" C 30 30 32 36 6 6-11" A T-7" B 27 27 27 32 10'-7" C 30 30 32 36 6.5 6-5" A T-1" B 27 27 27 32 196" C 31 31 31 36 7 F-1" A 6'-8" B 28 28 28 31 10'-2" C 32 32 32 36 7.5 4%r A 6'4" B 28 28 28 31 10'-0" C 32 32 32 36 8 4'-5" A 6'-0" C 28 28 28 31 9'-10" C 33 33 33 36 8.5 4'-r A 5'-0' C 28 28 28 31 9'-9" C 33 33 33 36 9 T-11' A 516" C 28 28 28 31 9'-r 0 34 34 34 36 9.5 3'-9' A T -r C 28 28 28 31 9'-V D 34 34 34 35 10 3'-0' A 4'-11" C 28 1 28 28 30 9'4' D 35 35 35 35 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. S. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 6.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. TABLE 6.1 4"x3' I Beam Detail Y A 7"x4" I Beam Detail Q 22 Attached Freestanding or 32 Attached Freestanding or 26 29 Structure Multis an Units 5/16"x4"x4" Steel §Q uare d= 42" structure Multis an Units GROUND TRIB POST POST MAX 27 32 MAX POSTLENGTH MAX 27 29 MAX POST LENGTH SNOW WIDTH SPACINGREO'D 4'-9" POST MIN FOOTS 8' I 17 I 18' POST MIN FOOTS T I 17 I 18' LOAD (FT) ON SLAB FOR SPACINGPOST 11' SIZE CONSTRAINED FOOTER SPACINGPOST 5'6" SIZE CONSTRAINED FOOTS (PSF) 26 (FT) SLAB (FT) TYPE -d- "d' "d" 'd" (FT) TYPE "d' "d" 'd' "d" A 5'-1" B 22 22 26 in In in) in D 28 in (in) in in 10 MPH E 40 3 614' A 7'-9" B 22 24 27 32 17-7' C 26 29 33 37 5/16"x4"x4" Steel §Q uare d= 42" 3.5 5'-S" A e-10" B 22 24 27 32 17-1' C 27 29 33 37 19' 4 4'-9" A e-1" B 22 23 26 31 1V-7' D 27 29 32 37 11' 4.5 4'-2" A 5'6" B 22 23 26 31 10'-0" D 28 28 32 36 n/a 5 3'-9" A 5'-1" B 22 22 26 30 91-8" D 28 28 31 36 n1a Na Na n/a n/a Na 5.5 3'-5" A 4'-8" C 23 23 25 30 91-0" D 28 28 31 35 n/a 6 3'-2" A 4'4" C 23 23 25 30 8'4" D 28 28 30 35 6.5 2'-11" A 4'-0" C 23 23 25 30 T-10" D 28 28 30 34 7 2'-W A T-9" C 23 23 24 30 T4" D 28 28 29 34 7.5 7E" A T-6" C 23 23 24 29 V-11" D 28 28 29 34 8 2'4" A 3'4" C 23 23 24 29 6'6" D 29 29 29 33 8.5 7-2" A T -r C 23 23 24 29 6'-2- D 29 29 29 33 110 MPH EXPOSURE C 60 3 4'-10" A V-3" B 20 23 26 31 11'-9" D 25 29 32 37 3.5 4'-1" A 5'6" B 20 23 26 31 10'-5" D 25 28 32 36 4 Y-7" A 4'-10" C 21 22 25 30 9'4" D 26 27 31 35 4.5 T-2" A 4'-5" C 21 22 25 30 81-6" D 26 27 30 35 5 7-10" A 4'-0" C 21 22 25 30 T-9" D .26 26 30 34 5.5 7-7- A 3'-8" C 21 21 24 29 T-2" D 26 26 29 34 6 7-5" A X-5" C 21 21 24 29 6'-8" D 26 26 29 33 6.5 7-2' A T -r C 21 21 24 29 V-2"0 26 26 28 33 7 T-0' I A 2'-11' C 21 21 24 29 5--10" D 26 26 28 33 OVER- Post Description Maximum Footin Max Hei ht POST TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 12' D 0.041"x3"x3' Steel Clover d= 23" 8' E RANG 15' F 13/1 'x4 Steel SSU.. d= 38" 18' PROJECTION OF SINGLE SPAN STUCTURES (FT) 5/16"x4"x4" Steel §Q uare d= 42" 18' H (FT) 6' T 8' 9' 10' 11' 17 13' 14' 15' 16' 1T 18' 19' 20' 21' 27 0' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.51 T 7.5' 8' 8.5' 9' 9.5' 10 10.5' 11' 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.5 T 7.5' 8' 8.5' 9' 9.5' 10 10.5' 11' 11.5' 2' n/a n/a Na Na Na 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 17 3' n/a n/a n/a Na n1a Na Na n/a n/a Na 9.5' 10' 10.5' 11' 11.5' 17 12.5' 4- n/a n/a n/a Na Na n/a n/a n/a n/a Na Na Na n/a n/a Ma 12.5' 13' TABLE 6.4 Post Requirements for Freestanding Structures Post Description Maximum Footin Max Hei ht POST 0.041"x3"x3" Steel Clover d= 23" 12' D 0.041"x3"x3' Steel Clover d= 23" 8' E 3/16"x3"x3" Steel Square d= 32" 15' F 13/1 'x4 Steel SSU.. d= 38" 18' G 5/16"x4"x4" Steel §Q uare d= 42" 18' H 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN Amerimax Building Products UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT 5208 Tennyson Parkway FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 Plano, Texas 75024 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 10. USE THE APPROPRIATE DETAILS Carl Putnam, P. E. 3441 tvylink Place FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN Lynchburg, VA 24503 SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 6.1 carioutnamacomcast.net SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1398 6/1/2010 Page 39 of 59 USE OF FOAM CORE SANDWICH PANELS MAY REQUIRE THE USE OF A REGISTERED DESIGN PROFESSI❑NAL TO COMPLY WITH EXISTING ICC ESR FOAM CORE SANDWICH PANEL W/ CURRENT ICC ESR ........... ........... ........... .......4..4 ........... ........... ........... ........... ........... ........... .......... ........... ........... ........... ........... ........... ........... ........... ........... ........... ..............4....... ........ ....... ........... ........... ........... ........... 4 4. 4.. 4. 4. 4 . ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... Header I METAL SKIN . N1 SANDWICH PANEL TO HEADER C❑NNECTI❑N ICC ESR 1398 6/1/2010 2'x6' ALUM FLAT PANEL N2 t=0.018' 3004H36 t>0.018' 30041-134 J0.875 R0.125 R0.125 R0.153 R0.250 0.295 1- 2.000r. 0.363 r 0.363 I f - 0.525 #8X1/2' SMS 2 6' O/C I- 1.060 h- 6.000 ATTACH TO TOP OF HEADERS PER TABLE 4.9 OR 4.10 2.5'x6' ALUM FLAT PANEL N3 t=0.018' 3004H36 t>0.018' 3004H34 R= 0.2° 0.95` 0.92"- R=. 125' .92`R=.125' 5° R= 0.15' 3.0' � � •167" #84/2' SMS e TYP' 6 O/C 6.00° - ATTACH TO TOP OF HEADERS PER TABLE 4.9 OR 4.10 2' x 6.5' Rafter FASCIA FROM NI, N2, N4 OR N10 j 1 #10 SMS ONE PER PANEL 'IL / oo Structural Panel 'I % Rafter Talts N5 NEWPORT FASCIA DETAIL SEE TABLE 4.9 OR 4.10 0.042'x3'x8' Header Post Page 40 of 59 SEE NOTE AT RIGHT FOUR #14 SD SCREWS EACH SIDE FOR FOOTINGS UP TO d=28" ,yn 3"X 3" POST x \. June 24, 2010 Engineer's Stamp r 0 2"X 6 1/2" SIDEPLATES ALUM. FOOTING BRACKET d'0 GALVANIZED HILTI HIT-HY 150 MAX ADHESIVE ANCHOR (ICC ESR ° �o e ^°o o<° 2262) W/ 2.25' EMBED AND oo 1' 0 WASHER OR EQUIVALENT SLAB OR FOOTING SEE DETAIL BM N8 BRACKET FOR CONNECTING POST TO SLAB OR FOOTING (6063-T6 ALUM ALLOY) SINGLE SPAN ATTACHED UNITS ONLY �AmeiaX 5208 TENNYSON PARKWAY BUQ D�'G PRODUCTS, Q1'C. SUITE 100 PLANO, TEXAS 75024 BEJ/CP 51r- KARL. C NTS 0mponen Parts ConnectionDetails for Newport Patio Structures NP01-2006 .1 of 4 1.500 FASCIA CAN BE ROLLED FOR 3 DIFFERENT PANEL HEIGHTS 0.750 FOR 2', 2.5' 1.625 AND 3.5' PANEL f -- 0.1251 " 10 HEIGHTS .125° 5 L 1.i62 0.188 SIDE FASCIA IS NOMINAL .018' 0.316 IN THICKNESS. 1. 5 0.75 1.625 2.00 f --- 3.00 - N 4 6 1/2" ROLLFORMED HEADER (3004-H34 ALUM. ALLOY) FOUR #14 SD SCREWS EACH SIDE FOR FOOTINGS UP TO d=28" ,yn 3"X 3" POST x \. June 24, 2010 Engineer's Stamp r 0 2"X 6 1/2" SIDEPLATES ALUM. FOOTING BRACKET d'0 GALVANIZED HILTI HIT-HY 150 MAX ADHESIVE ANCHOR (ICC ESR ° �o e ^°o o<° 2262) W/ 2.25' EMBED AND oo 1' 0 WASHER OR EQUIVALENT SLAB OR FOOTING SEE DETAIL BM N8 BRACKET FOR CONNECTING POST TO SLAB OR FOOTING (6063-T6 ALUM ALLOY) SINGLE SPAN ATTACHED UNITS ONLY �AmeiaX 5208 TENNYSON PARKWAY BUQ D�'G PRODUCTS, Q1'C. SUITE 100 PLANO, TEXAS 75024 BEJ/CP 51r- KARL. C NTS 0mponen Parts ConnectionDetails for Newport Patio Structures NP01-2006 .1 of 4 2.5' 1-0.641 COVER PANEL SEE TABLE 4.10 7.75' ENCLOSED IN DETAIL N30 12 (t= 0.105') or 16 Go (t= 0.059') J0.875" TYP. F N9 STEEL "C"- CHANNEL HEADER (STEEL A-653 Fy=50 KSI) 4.656 1.000 -1- --I 0,0750 T 2.000 �----- 4.043 N 10 CALIFORNIA FASCIA (ALUM 6063 T6) N12 ATTACHED STRUCTURE POST TO DECK FLOOR JOIST 3.00' N 14 0.024" OR 0.040" TYP. 3' ALUM SQUARE POST 3.00' t =0.024' 30041-134 R=.093 t =0.040' 31051-126 I ICC ESR 1398 6/1/2010 UTILITY GRADE DR BTR 0ATTACHED STRUCTURE POST N 13 TO DECKING I- 3" or 4" 1 �-- 3' or 4' --� 3' 0.28 3' �- - 0.37 t= 0.030' ALUM = 0.040' ALUM = 0.041' STEEL NOTE: POSTS MAY BE TRIMMED w/FLEX ALUM. FACING. 3" ALTERNATE POST N 1 1 (3105-1-125 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) 021' STEEL (FY - 33 00 BRACKET Is ,.oma• WIDE ALUM 2X8 LEDGER B0'AD (SPF) PANEL RwxRER /to.,s• .er... TOP MOUNT /Ior3A• . L SEETABLE 7s FDt FASTENERS TOP MOUNT BRACKET ASTM A500 GRADE A STEEL POST N17 SEE GENERAL NOTE #9 FOR C❑RR❑SI❑N PR❑TECTI❑N Page 41 of 59 —{ 2 1/8' � —{ 2 1/8' 0.024' 0.024' 6 5/8' 0.024- .I- 3' .02433' 3SQUARE COLUMN (3004-H34 ALUM. ALLOY) N 16 2' x 6.5' SIDEPLATES 8(3004-H34 ALUM. ALLOY) SIDEPLATE CONNECTION DETAIL Live THESE DETAILS ARE LIMITED TO 3' x 3' METAL POST 90 mph EXPOSURE B AND C Wind Speed-1OR SIDE MOUNT SEE GENERAL NOTE 19 ' x 3' METAL POST 16" o1c 124•'o/c 10 EIGHT #14 SMS j 13'-7" 18'-3•'� 12'-2" - 105 mph Exp DETAIL N8 12'-6^ 8'-3" EIGHT #14 SMS 14'-9•• 9'-10" O 90 mph Exp C 13'-3'• 8'-10•' 20 105 mph Exp C 9•-10� 0 0 TWO 3/8' x 4' EMBEDMENT __f-7" 9'-0" 6'4" O TVO 3/8' A-307 BOLTS VITi1 L5'0 WASHERS LAG SCREW W/ 1.25.0 O STH WASHER, ONE ON EACH ME SH SIDE OF POST. 1' MIN DOUGLAS FIR LUMBER FLOOR JOIST OR HEADER DECKING DOUGLAS FIR N12 ATTACHED STRUCTURE POST TO DECK FLOOR JOIST 3.00' N 14 0.024" OR 0.040" TYP. 3' ALUM SQUARE POST 3.00' t =0.024' 30041-134 R=.093 t =0.040' 31051-126 I ICC ESR 1398 6/1/2010 UTILITY GRADE DR BTR 0ATTACHED STRUCTURE POST N 13 TO DECKING I- 3" or 4" 1 �-- 3' or 4' --� 3' 0.28 3' �- - 0.37 t= 0.030' ALUM = 0.040' ALUM = 0.041' STEEL NOTE: POSTS MAY BE TRIMMED w/FLEX ALUM. FACING. 3" ALTERNATE POST N 1 1 (3105-1-125 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) 021' STEEL (FY - 33 00 BRACKET Is ,.oma• WIDE ALUM 2X8 LEDGER B0'AD (SPF) PANEL RwxRER /to.,s• .er... TOP MOUNT /Ior3A• . L SEETABLE 7s FDt FASTENERS TOP MOUNT BRACKET ASTM A500 GRADE A STEEL POST N17 SEE GENERAL NOTE #9 FOR C❑RR❑SI❑N PR❑TECTI❑N Page 41 of 59 —{ 2 1/8' � —{ 2 1/8' 0.024' 0.024' 6 5/8' 0.024- .I- 3' .02433' 3SQUARE COLUMN (3004-H34 ALUM. ALLOY) N 16 2' x 6.5' SIDEPLATES 8(3004-H34 ALUM. ALLOY) SIDEPLATE CONNECTION DETAIL Live MAX ••L•• FOR TOP Load. Wind Speed-1OR SIDE MOUNT (psf) and Exposure 16" o1c 124•'o/c 10 85 mph Exp B_20•-4" 90 mph Exp B j 13'-7" 18'-3•'� 12'-2" - 105 mph Exp 110 mph Exp B 12'-6^ 8'-3" 85 mph Exp C 14'-9•• 9'-10" 90 mph Exp C 13'-3'• 8'-10•' 20 105 mph Exp C 9•-10� 110 mph Exp C __f-7" 9'-0" 6'4" TOP MOUNT BRACKET NOT ALLOWED IN SNOW LOAD AREAS SEE GENERAL NOTE #9 FOR CORR❑SI❑N PR❑TECTI❑N #10X1.5' SCREWS 6 PLACES EXISTING EAVE WOOD FRAMING / STRUCTURAL PANEL 0.125'x1.5'x1.5" STEEL (Fy = 33 KSI) BRACKET. 1" SPACING fid' N 18 BETWEEN SCREWS ALTERNATIVE EAVE ATTACHMENT LEDGER BOARD SIDE MOUNT BRACKET ALL HOUSE PENETRATIONS MUST BE COMPLETELY AND EAVE OVERHANG AND 'L' MUST PERMANENTLY SEALED ALSO COMPLY WITH DETAIL N21 Engineer's Stamp j1E►aX 5208 TENNYSON PARKWAY /�� BUQ DaVG PRODUCTS,INC. SUITE 100 PLANO, TEXAS 75024 NTS vv for Newoort PatiovStructures „�,,. ,� i 2of4 1 1.25" min Three &-0 X5" � RAFTER LAG SCREWS DETAIL "A" 'x FASCIA 2"x WOOD FRAMING DOUGLAS FIR -LARCH (NORTH) SEE DEMIL #2 ' OR BTR 'A' 0 ROff - HANGER I '/Y N21 j L FASCIA SEE TSE 7.5 FOR MAXIMUM ALTERNATE EAVE s SCHEDULE 0 �r ATTACHMENT UwlSnow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS "L" Solid Co%er Wind SIZE I EAVE OVERHANG 124" o1C) 6" 1 12" 1 18' I 24" i 30' 10 paf 2x4 211-0' 2y-9'F44—V r-1- 3'-0' 90 MPH Exp B 2x6 21'-0' 21•-0' 2T-0' it -1'2x8 21'-0' 21•-0• 21'-v 21•-9 10 pat 2x4 21'-0' 18'-3' r -r V4r 90 MPHExp C 2x6 21'-0' 21'-0' 21'-0• 16'-r 2x8 21'-0' 21'-0' 21••0' 21•-0'20 pat 2x4 14'0' 1a-0- s$ r-10- 105 MPH Exp B 2x6 14'-0' iP-0• 11••11' 8'•6- 2x8 14'4• 14'4' 14'4• 14'4' 14'-0' 25 paf 2x4 13'-0' 9'-11- 5'B- 3'3- 1-8- 105 MPH ExpC 2.6 13'-6- 13'$ 13'-8- 2x8 137$ 13•b• 13'•6' 13'$ 13'$ 30 pat 2x4 /0'-7' r -r 4•-3- 2'-3• y-0- 110.MPHExpC - ----..........-.-.-.._-.. 2x8 zxa 10'J' - ...0'-- 1oa• iv -T ----- 1v -r —....-._..------..--....-_.-.......-_-. /a•T 10•-7- 101-7' 40 pSt 2x4 6'-10' 6'-1'T-1' 0'4r 0'4'0' —�---- 2x6 2x8 - 8'-10- -5.10' 8'-10' 6.10=-... 8•-10' 6••16" 6'$ 8' -ID'- 4'-4' 5.10- 60 PSI 2.4 6S' 4'4P 0'$ 0'-0' 0'-0. 2x6 6-5' 61S' 6'S• 4'-0' 2'-2' 2x8 V-5' V-5- 6'S 6'S S-11- 4& EACH #14 SMS EACH SIDE �. ♦ 6, 3'X 8' ALUM. HEAD ♦ ♦ I 1•0'' .078' -moi 11.0'i - 2'X 6 112'X .024' ♦ 25 ALUM. SIDEPLA #14 x 3/4' TEK 3' x 8' ALUM. HEADER N2 3" x 8" HEADER F EACISIDEMS + CONNECTION 4- #14 SMS EACH SIDE 24' 0/C 6063T5 ALUMINUM ♦ BRACKET #10 SMS 0 6' o/c, muaLE 2 ,E„0A4Z'A3'XW OR ' WITH SIDEPLATES 2' x 6 1/2 x .024 ALUM. SIDEPLATE 00 5' 6.50' 0 6' OR 12' WIDE ® 0.040'X3'X3' OUBLE 2"x 6.5" or 3"x 8" SMCTURAL PANELS 1/2 -X14 SMS ALUM POST HEADERS IN PLACE OF EACH SIDE 3"X 8" HEADER WITH 0 24• ❑/C POST & SIDEPLATES 0.040'X3'X3' 0 2'X 6 1/2' ALUM. .03V HEADER 'N4' ALUM POST SIDEPLA TYP 3"X 3" POST WITH SIDEPLATES END VIEW 3DOUBLE ALUM 2'X . 1/2'X 12' RAFTER .00' ALUM. RAFTER HANGER N23 or DOUBLLE 3"" x 8" ROLLFORMED HEADER 'N4' CONN. N24 HEADER CONNECTION 0 16' OR 24" ROLIfORMED DETAILS TO STRUCTURAL PANELS N25 DOUBLE x .5" HEADERS HEADERS D.C.EADER . � #10 x 2' SMS 625' 2'X 6 1/2' ALUM. FASCIA rSEE TABLE 7.5 #10 SMS 0 FOLLOW- FOR SPACING qG SPACING: L1.50 6 _D.C. FOR 6' PANELS N28 ALTERNATE -DECORATIVE 12 O.C. FOR 12" PANELS SEE TABLE 7.5 #10 SMS " FOLLOWING FASCIA TRIM SPACING SNOW LOAD OR 3.50MAXIMUM 2.50-4 6. O/C FOR 6' T�'r ?G+ " PANELS 12' O/C PUT 1 N26 IS 30 PSF 06, FOR 12' PANELlo :',. 2.25' /.��.o -SEE t=.062' OR DETAIL 'N7' TYP 2.50' EXTRUDED HANGER " (6063-T6 ALUM. ALLOY) 5208 TENNYSON PARKWAY 1.50 STRUCTURAL PANEL "`lililel`Im�X SUITE 100 43' N27 ROLLFORMED HANGER �Na $ BUILD�C PRODUCTS, Il1C. �ti$ ,: 1+ PLANO, TEXAS 75024 0.30— f- O(3004 -H34 ALUM. ALLOY) GAkS - .... r,DPAW MI. TIM. I — — June 24, 2010 �, BEJ/CP 1.50' _ 11 omponen Parts onnec tonDetails NTS for Newport Patio Structures ICC ESR 1398 6/1/2010 Page 42 of 59 Engineers Stamp FLLW. NP03-2006 3 of 4 3.5" CONCRETE STEEL POST SLAB REQUIRED FOR CONSTRAINED FOOTINGS B I D.0 p.4 d 3" 9". CONCRETE FOOTING d 3/8' x 9' STEEL REBAR EMBEDDED AT 'B' d<33' B=9' d<38' B=12' d<46' B=18' N29 FREESTANDING OR ATTACHED POST/FOOTING CONNECTION 2' x 4' Stud J 3.5' MIN 2.5' MIN PENETRATION INTO WODD FRAMING 3" HEADER (3004—H34 ALUM. ALLOY) 00 Seal with permanently flexible & waterproof sealant 2' x 6' Ledger Board (optional for patio covers If Tj SLAG SCREWS use 1'0 washers 1.00'min. r to attach aluminum hangers) 1.00'min. 1/4' Lag Screw ATTACH PATIO COVER AS PER N26 OR N27 Completely Seal with permanently flexible & waterproof sealant 2 1 8" t=0.024" OR Co 0.032" co N31 RAFTER & SIDEPLATES (3004—H34 ALUM. ALLOY) STUD o: 2.25' MIN Lattice or Solid Panels Alun. Bracket (0.060') Lattice or Solid Panels Header #1 •I (0.042') I I #10 SM I I I I rill 3"x3" POST I I HEADER SMS Alun. Bt� �`� t 3' x 8' Header #2 (0.042') x 6' Side Plate #10 SMS 3' x 8' Header #1 (0.042) 3"x3" POST -- 2x6.5" SIDEPLATE 2x wood studs SPF or BTR ®16" o/c SMS ATTACH PANELS PER DETAILS AZ, BD OR BG 1/4- LAG SCREW PER TABLE 7.5 "ANC4". MIN 2.25 MIN SCREW SPACING IS 1 " 2x DF WOOD LEDGER N34 LEDGER BOARD ATTACHMENT N32 ALTERNATIVE SPLICE FOR ATTACHED UNITS 1/4' LAG SCREWS (2 1/4' OF PENETRATION INTO WALL STUD) 3' X 8' ALUM RAFTER BRACKET _3'X8' ALUM HEADER #14 SELF -DRILLING SCREW Synthetic Stucco or other non-structural covering (1' max. thick) POST ALTERNATIVE FOR SLAB ATTACHMENT Sheathing MAX WIND LOAD IS 90 MPH EXP B SEE ALLOWABLE DISTANCE TO FIRSTSTUCCO ATTACHMENT DETAIL W/ N33 ROW OF POSTS IN TABLE 7.7 LEDGER BOARD ICC ESR 1398 6/1/2010 Page 43 of 59 FOUR #14 SDS EACH SIDE 3" X 8" BOX BEAM HEADER —ALUMINUM "H" ? BRACKET 3"X 3" ALUMINUM POST FOUR #14 SDS EACH SIDE EN3)5ALUMINUM 'H' BRACKET FOR CONNECTING POST TO HEADER (6063—T5 ALUM. ALLOY) 10AmemaX 5208 TENNYSON PARKWAY BUII DaVC PRODUCTS, QVC SUITE 100 PLANO, TEXAS 75024 SCAM. WJF- PINTS ompfor New Engineer's StampMrj NP04-2006 4of4 ' 0.95° 0.92° R=.125° R= 0.157 0 3.0° � F .167° SEE DETAIL D -J .167" T SEE DETAIL B Typ' 6.00° 2.5'x6' SUPER SIX PANEL t = 0.018' 30041-136 t >0.018' 30041-134 125° DETAIL B 6.00° Ic r -6.-001 12.00' 3.5'x12' 'W' PANEL Op t = 0.018' 30041-136 ALUMINUM t > 0.018' 30041-134 ALUMINUM ICC ESR 1398 6/1/2010 .8766e 516° � � INSIDE OUTSIDE - T.450° .216° TYP. 1.903° I .4T50' T .187° I 2.464° I T 1.654° 51 1.714° 876° SEE DETAIL D 55 1/2' 42' NP, j� 55 1 2' 1.137° 12.00 I 1.137° ATTACH TO TOP OF HEADER BEAM AS PER TABLES 4.9 OR 4.10 OR ATTACH PER STRUCTURAL FASCIA DETAILS 2.5°X12° MARK X ALUMINUM PANEL © 0.018'-0.0320 3004 H36 0.036' 3004 H34 .125 18' 5° � SIX #14 SDS ON EACH SIDE �7kOF SPLICE 8 T0 0 CENTERLINE 6.510' I 5.5' O O EE 5° 4. 0 .5° SPLICE UNE ETAIL B 90 9• 3 - #14 SMS ON EACH SIDE OF SPLICE O ROLLFORMED HEADER SPLICE (3004-1-134 ALUM. ALLOY) FORMED t= 0.036° ROU_ FORMED R= 0.20 HEADER SPUCE, TIGHT FTr INSIDE OF HEADER, 9' EACH SIDE OF SPUCE. 3 - #14 SMS ON EACH SIDE OF SPUCE Page 44 of 59 p Engineer's Stamp 1.500 1.625 0.750 SEE TABLE 4.9 OR 4.10 1.625 L 0.125 6.500 2.500 2.00 1.625 5• 0.316 0.718 1.625 2.000 0.036 3.00 O 6 1/2° ROLLFORMED FASCIA 30041-134 ALLOY 0.641 4.656 1.000 0.075 SEE TABLE 4.9 OR 4.10 2.000 �--- 4.043 © CALIFORNIA FASCIA (6063-T6 ALUM. ALLOY) ��AmemaX 5208 TENNYSON PARKWAY �- BW DVC PRODUCTS, Q1'C SUITE 100 PLANO, TEXAS 75024 BEJ/CP NTS Component Parts & Connection Details CD01-2006 1 of 9 0.992 0.875 0.250 + RO.125 RO.153 + 0.350 0.295 2.000 © 0.363 1' 0.525 1.060 SEE DETAIL D 6.000 2'x6' FLAT PANEL t = 0.018' 30041-136 ALUMINUM t > 0.018' 30041-134 ALUMINUM 'SHEET METAL SCREWS @ 6' ❑/C 0.516° R= 0.08° OUTSIDE-- .TYP.0.10'. *"E0.060' 0.125'-vjNR= 0.25° 0'72°Typ.1.75006 2.I 5 � DETAIL B 6.00° Ic r -6.-001 12.00' 3.5'x12' 'W' PANEL Op t = 0.018' 30041-136 ALUMINUM t > 0.018' 30041-134 ALUMINUM ICC ESR 1398 6/1/2010 .8766e 516° � � INSIDE OUTSIDE - T.450° .216° TYP. 1.903° I .4T50' T .187° I 2.464° I T 1.654° 51 1.714° 876° SEE DETAIL D 55 1/2' 42' NP, j� 55 1 2' 1.137° 12.00 I 1.137° ATTACH TO TOP OF HEADER BEAM AS PER TABLES 4.9 OR 4.10 OR ATTACH PER STRUCTURAL FASCIA DETAILS 2.5°X12° MARK X ALUMINUM PANEL © 0.018'-0.0320 3004 H36 0.036' 3004 H34 .125 18' 5° � SIX #14 SDS ON EACH SIDE �7kOF SPLICE 8 T0 0 CENTERLINE 6.510' I 5.5' O O EE 5° 4. 0 .5° SPLICE UNE ETAIL B 90 9• 3 - #14 SMS ON EACH SIDE OF SPLICE O ROLLFORMED HEADER SPLICE (3004-1-134 ALUM. ALLOY) FORMED t= 0.036° ROU_ FORMED R= 0.20 HEADER SPUCE, TIGHT FTr INSIDE OF HEADER, 9' EACH SIDE OF SPUCE. 3 - #14 SMS ON EACH SIDE OF SPUCE Page 44 of 59 p Engineer's Stamp 1.500 1.625 0.750 SEE TABLE 4.9 OR 4.10 1.625 L 0.125 6.500 2.500 2.00 1.625 5• 0.316 0.718 1.625 2.000 0.036 3.00 O 6 1/2° ROLLFORMED FASCIA 30041-134 ALLOY 0.641 4.656 1.000 0.075 SEE TABLE 4.9 OR 4.10 2.000 �--- 4.043 © CALIFORNIA FASCIA (6063-T6 ALUM. ALLOY) ��AmemaX 5208 TENNYSON PARKWAY �- BW DVC PRODUCTS, Q1'C SUITE 100 PLANO, TEXAS 75024 BEJ/CP NTS Component Parts & Connection Details CD01-2006 1 of 9 0.67' 0.09' 0.54' ONE #10 SM PER PANEL '-- STABILIZER CUP SEE TABLE 4.9 OR 4.10 0.63' f- 4.00' — .115 GAUGE TYPICAL OH CLASSIC FASCIA W/ STABLIZER CLIP (6061—T6 Alum. Alloy) 750" ONE #10 SM 291" I 375" PER PANEL i SEE TABLE 4.9 OR 4.10 1.0" 2.31' 5.406" CSTRUCTURAL PAN L 079" •079" 2.725" 109" 4.00" OK ALASKAN HEADER (6105-T5 ALUM, ALLOY) ICC ESR 1398 6/1/2010 NOTE: HEADER SPLICE MUST BE LOCATED WITHIN 12" OF A POST. 0.15" EXTRUDED HEADER SPLICE WITH TIGHT FIT INSIDE HEADER 0.15" TYP. 5.406" 8 — #14 SMS .250" R. �— 4.00" 8 — #14 T 4- .5' 10" —d.5 .5' _ 10" __45-- 24" OI ALASKAN HEADER SPLICE (6063-T5 ALUM. ALLOY) .062" FOR �RI, UDED 1.187 R=.375 HANGER W/ A—RAIL OA—RAIL 4 _437" (6063-T6 ALUM. ALLOY) 0.215 2.750 .900" ONE #10 SM 0.375 0.057 PER PANEL i� .375 STABILIZER CLIP - oSEE DETAIL 'M'. 2.965 �j OM STABILIZER CUP FOR EXTRUDED HEADERS 'H' & 'L' O (6063—T6 ALUM. ALLOY) SEE TABLE 4.9 ,' OR 4.10 •8 PANEL" STRUCTURAL 62" 0.062" `t3.00" - O 5 1/2° EXTRUDED HEADER (6105-T5 ALUM. ALLOY) Page 45 of 59 Engineer's Stamp 1/2 0.08" EXTRUDED HEADER SPLICE WITH TIGHT FR INSIDE HEADER. 0.08" TYP. 16" SPLICE DETAIL ON 5 1/2" EXTRUDED HEADER SPLICE (6063-T5 ALUM. ALLOY) /2' �'�Ti�Ame)iaX 5208 TENNYSON PARKWAY C �� BUILDBIG PRODUCES, OVC SUITE 100 PLANO TEXAS 75024 NTS Component Parts & Connection Details CD02-2006 .2 of 9 .104 R. 200 8 — #14 SMS FOAM CORE SANDWICH PANEL WITH CURRENT ICC ESR 5.490 .300—{ 110 R. 4" •••••'•'•'•'•'•'• USE ❑F F❑AM C❑RE SANDWICH oso R. TYP. 4.4500•. 5" .........Of .. .......,... ��'I "�'1 '''''''''' ''''''''' ' ' PANELS MAY REQUIRE A REGISTERED 2. os ++++++.+++++++++++++++. ... .5" 10" 5 5 10 .5" +++.,.+++++.+.+++.. ' ' ' ' • ' ' ' ' ' ♦' ' ' ' ' ' ' ' ' ' ' DESIGN PR❑FESSI❑NAL TO COMPLY ........... ........... ' ' ' ♦ ' ' ' ' ' ' ' ' ' ' ' WITH CURRENT ICC ESR .......♦.. ...♦...... ............ ........... 24" ........... ........... ..........♦. ....♦...... ........... ........... 3.740 .120 R. ............ ........... . . . . . . . . . . ♦ OP CLASSIC ALASKAN HEADER SPLICE ............ ........... ,•••,••••,♦ •••♦♦.••♦♦♦ .100 THICK TYPICAL (6063 T5 ALUM. ALLOY) METAL SKIN HEADER Op SANDWICH PANEL TO HEADER C❑NNECTI❑N 2.5' STRUCTURAL PANEL SEE TABLE 4.10 SEE TABLE 4.10 7,75•16 GA (t=0.059') 3'X8' STEEL HEADER O 12 GA (t=0.105') 3'X8' STEEL HEADER ASTM A653 GRADE 50 12 GAUGE (0.105') 16 GAUGE (0.059') 3X8 WRAP REQUIRED AS PER DETAIL AW ® 7° x 4' I BEAM HEADER 0�" TMP 7•0• (6105—T5 ALUM. ALLOY) .09' TYP. Pur 1.0• "V, s 1 ' 5208 C* . i }Mlle 60 mdX TE 100EYSON PARKWAY O, SU �— 4.0'~ I PLANO, TEXAS 75024 C DPAM W. June 24, 2010 8EJ/CP SCAM WME. i NTS Component Parts & Connection Details ICC ESR 1398 6/1/2010 Page 46 of 59 Engineer's StampCD03-20SHM 06 :3 of 9 4" "I" BEAM 1/2" Bolts w/ • 0.56' Washers 6" 1 0.09" 3"--i t=0.09" i�_ 7.0" �__�_�+�_� 0.31' 1/2" Bolts w/ 1" Washers 5.0" 0'1" 2-7" C SPLICES A ONE EACH SIDE I 4.00' 2.88' 2' 4" OF 7" "1" BEAM , 36" -i i-o.11•---�--� 1.0" 0,12" 0.13• 24" 7 X 4 I—BEAM SPLICE 3.00, (6105—T5 ALUM. ALLOY) O 4"X3" I BEAM FULL STRENGTH SPLICE BOLT LAYOUT O 7" X 4" ALUM. I—BEAM FULL STRENGTH SPLICE BOLT LAYOUT 6063-T6 ALUMINUM ALLOY 3.00" 3.00 0.024" 0.72 1.56- 0.72—SEE TABLE 4.10 --� 0.93 0.56' 3.00" R=.0937 0.72 TYP• Ll _T 3.00 O 3" SQUARE POST —0.28 0.93 1.56 (3004—H34 ALUM. ALLOY) 0.37 4.00 0.072' 2.88 0.72 ..Std --0.17 0.11' Put t = 0.041UA PrIIY1C�X52YSON PARKWAY SUITE 100O 3o X 3 CLOVERLEAF HEADER 0.13�- 3.000— -� EJ DPLANo, TEXAS 75024 (A-653 Fy=40 KSI STEEL) OA,�. BEJ/CP O 4"x3" I BEAM June 24, 2010 ICC ESR 1398 6/1/2010 6063-T6 ALUM page 47 of 59 Engineer's Stamp NTS Component Parts & Connection Details W.CD04-2006 4 of 9 .75" FASCIA HDR. TWO 3/8' BOLTS 1.5' FOUR S EACH SDE P1 TO d=28" 4 SD FOO NG 3"X 3' "X 6 1/2" T .75' TWO 3/8' BOLTS W/ 1' DIA. SIDEPLATES TYR x 3/32' THK. STL WASHER ALUM. FOOTING BRACKET 0.062'X1.5' SQ ALUM W/ DECORATIVE �'0 GALVANIZED HILTI HIT-HY 150 MAX ALUM SCROLLS OR SOLID FILL L '� a ADHESIVE ANCHOR (ICC ESR 2262) W/ 'I S a 2.25' EMBED AND V 0 WASHER OR r 10. OR 6.0'1'0 GALVANIZED HILTI HIT-HY 150 MAX ADHESIVE o d, , e , ANCHOR (ICC ESR 2262) W/ 2.25' EMBED AND V 0 ,r I' POS ,� �p e , EQUIVALENT WASHER OR EQUIVALENT. �f e e eo ewe SEE SEE DETAIL BN FOR OPTIONS SEE SEE DETAIL BN FOR OPTIONS is lI SLAB OR FOOTING 1W0 3/8" BOLTS e �f X ® AD ALUMINUM F❑❑TING BRACKET FOR CONNECTING TO --� 2.25' 4.5' � 2.25' �-- OTfOM CONN. CHANNEL age Z9 6063 CONCRETE EALUM SLABORO❑TING © SCROLL POST CONNECTION TO CONCRETE SLAB OR FOOTING ONLY USABLE FOR SINGLE SPAN ATTACHED UNITS BRACKET = 6063 T6 ALUM ALLOY POST = DETAIL AF ONLY USABLE FOR SINGLE SPAN ATTACHED UNITS �3"� 3.000 0,062 " 3/167 or 1" 37" 4) 3' or 4' 5/16" 1 " 3.000' TYP. .688'(4) AG I 3" L 0.37" 094' I 7 0'14) - 3' or 4' LO 68 "(4) 3' or 4' ASTM A500 GRADE A STEEL POST t (IN)= 0.030, 0.040 (ALUM .437T4) SEE GENERAL NOTE #9 FOR = 0.041 (STEEL) CORROSION PROTECTION 12 " D AH .020" DP. `36) 3' ALUM OR STEEL CLOVERLEAF x 112) .062" RAD.(20) 1.50' POST l 187" R�`D(1 s) a� �,Ur (3105 H26 OR ASTM A653 GRADE r` 40 STEEL) ®COLONIAL POSTS AO TWIN 1.5" SQ. X .062" ,,31l (3" ALUM. 6063—T6) "t" = 0.062" UNLESS OTHERWISE NOTED EXTRUDED POST (ALUM. 6063-T6) �' �7TyI1l11ii17IY1�X 5208 TENNYSON PARKWAY �X�� BUILD�VG PRODUCTS, �C. SUITE 100 nau3 �,�co- y PLANO, TEXAS 75024 June 24, 2010 �1 BEJ/CP NTS Component Parts & Connection Details ICC ESR 1398 6/1/2010 Page 48 of 59 Engineer's Stamp DAM 5 of 9 CD05-2006 POST 'A' -- DETAIL AD DOUGLAS FIR UTILITY EIGHT N14 SMS GRADE OR BTR TWO %' W/ 4' EMBEDMENT LAG SCREW, O O ONE ON EACH SIDE OF POST. DOUGLAS FIR LUMBER FLOOR JOIST OR HEADER THESE DETAILS ARE LIMITED TO 90 mph EXPOSURE C POST 'A' TWO 3/8' A-307 BOLTS W/ 1.5'0 O O WASHERS UNDER BOTH HEAD AND NUT. O O ONE ON1EACH SIDE OF POST. 11 1" min DECKING AM ATTACHED STRUCTURE POST TO DECKING AL ATTACHED STRUCTURE POST 3.5" CONCRETE SLAB TO FLOOR JOIST STEEL POST REQUIRED FOR CONSTRAINED FOOTINGS 3/8' x 9' STEEL B I REBAR EMBEDDED AT 3' x 3' ALUMINUM p p D 'B' DEPTH TWO 3/8" BOLT POST 4 d<33' B=9' 0.094" TYP— d < 38' B = 12' 3" v p G. d < 46' B = 18' 750" d < 51' B = 24' IT,9" . 2.25" 1.0" D .0 094" CONCRETE FOOTING 1 .750" d 1.575" 5.5" J'O STAINLE S STEEL HILTI KWIK BOLT TZ (ICC ESR 1917) W/ 2' EMBED WITH 1'0 STEEL WASHERS MAX F❑❑TING SIZE IS d= 31' POST TO F❑❑TING ATTACHMENT DETAIL AP SINGLE SPAN ATTACHED UNITS ONLY ICC ESR 1398 6/1/2010 Page 49 of 59 Engineer's Stamp AQ FREESTANDING OR ATTACHED STRUCTURE COLUMN TO FOOTING CONNECTION DETAIL ```ti�l�lilliirll11c1X 5208 TENNYSON PARKWAY BUILDIlVC PRODUCTS, DVC. SUITE 100 PLANO, TEXAS 75024 DRWN W. BEJ/CP NTS Component Parts & Connection Details .CD06-2006 6 of 9 3/8' BOLTS W/ 1.0' DIA. x 3/32' THK. STL. WASHER OR #14 SDS. SEE NOTE FOR QTY. ALL 'I' BEAMS& 'C' BEAMS USE TABLE 7.3 COLUMN H FOR NUMBER OF HORIZONTAL BOLTS USE TABLE 7.4 COLUMN N FOR VERTICAL BOLTS USE 7.3 COLUMN I FOR HORZONTAL #14 SDS UES TABLE 7.4 COLUMN O FOR VERTICAL #14 SDS (SDS= SELF DRILLING SCREW) TWO %' BOI SEE TABLE COLUMN FOR QUANT 2.25' 3/8' BOLTS OR #14 SDS 3' x 3' POST ®ALTERNATE 3" SQ. POST CONNECTOR BRACKET (6063-T6 ALUM. ALLOY) AT 3" STEEL POST TO HEADER CONN. BRACKET (6063-T6 ALUM.) STEEL 'C" BEAM %' BOLTS W/ x %e' THK -L WASHER. SEE _E 7.4 COLUMN FOR QUANTITY. 'TEEL POST = 0.041 " �j 3'x8'x 12 (t=0.105') 3' x 3• 3"X 8" BOX OR 16 ga (t=0.059') NWEF BEAM WRAP STEEL C BEAM 8AW 3" X 8" STL. 'C' BEAM WRAP W/ 3" X 8" ALUM. BOX BEAM ICC ESR 1398 6/1/2010 8-014 7' x 4' use 6 _- 3/8' bolts 4' x 3' use 4 - 3/8' bolts atee'x3'xr STEEL POST OR LARWR ur Boos ff I urrrv. OALTERNATE - 1 BEAM TO POST CONEcnoN 2' x 4' Stud J `+ILLLLLILLLIUJ 3.5' MIN 2.5' MIN PENETRATION INTO WOOD FRAMING Seal with permanently flexible & waterproof sealant FOUR #14 SMS EACH 2'x6' Ledger Board (optional for patio covers If LAG SCREWS use 1'0 washers I.00'min. to attach aluminum hanger 1/4' Lag Screw ATTACH PATIO COVER AS PER AZ, BD OR BG Completely Seal with permanently flexible & waterproof sealant FOR ATTACHMENT TO NON -STUCCO WALLS SEE TABLE 7.5 'ANC4' FOR ATTACHMENT THRU STUCCO SEE 1.00 min. ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN TABLE 7.7 Synthetic Stucco or other non-structural covering Cl' max. thick) Sheathing LEDGER BOARD @ATTACHMENT DETAIL V POST TO HEADER CONNECTION FOR 3" X 3" STEEL HEADER "AB" Page 50 of 59 Engineer's Stamp i 1/4' BOLTS ASTM A307 SEE BELOW FOR QTY NW ' 010 0 0 0 0 VW 3X8 ALUM WRAP AY STEEL POST DOUBLE OR SINGLE 3'X8' STEEL C BEAM. BOLT LAYOUT FOR SPLICED AND NON -SPLICE ATTACHMENT Req'd Beam # of Type 11/4" bolts 3" X 8" BOX 4 16G Steel 3x8 j BEAM HEADER 3" 'I 6" ALUMINUM "H" 8 �. BRACKET 3"X 3" ALUMINUM COLUMN 3" ,� .060 e �' 3� �p FOUR #14 SMS A© ALUMINUM 'H' BRACKET FOR EACH SIDE CONNECTING COLUMN TO HEADER (6063—T5 ALUM. ALLOY) 1/4' Lag Screw ATTACH PATIO COVER AS PER AZ, BD OR BG Completely Seal with permanently flexible & waterproof sealant FOR ATTACHMENT TO NON -STUCCO WALLS SEE TABLE 7.5 'ANC4' FOR ATTACHMENT THRU STUCCO SEE 1.00 min. ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN TABLE 7.7 Synthetic Stucco or other non-structural covering Cl' max. thick) Sheathing LEDGER BOARD @ATTACHMENT DETAIL V POST TO HEADER CONNECTION FOR 3" X 3" STEEL HEADER "AB" Page 50 of 59 Engineer's Stamp i 1/4' BOLTS ASTM A307 SEE BELOW FOR QTY NW ' 010 0 0 0 0 VW 3X8 ALUM WRAP AY STEEL POST DOUBLE OR SINGLE 3'X8' STEEL C BEAM. BOLT LAYOUT FOR SPLICED AND NON -SPLICE ATTACHMENT �AmemaX 5208 TENNYSON PARKWAY BUILDBVC PRODUCTS, NC. SUITE 100 PLANO, TX 75024 BEJ/CP NTS Component Parts & Connection Details CD07-2006 7 of 9 Req'd Beam # of Type 11/4" bolts All C Beams "On Slab" ; 4 16G Steel 3x8 j 4 12G Steel 3x8 8 Double 12G Steel 3x8 ( 8 �AmemaX 5208 TENNYSON PARKWAY BUILDBVC PRODUCTS, NC. SUITE 100 PLANO, TX 75024 BEJ/CP NTS Component Parts & Connection Details CD07-2006 7 of 9 STRUCTURAL PANEL 1.625' 40" SEE TABLE 7.5 SEE TABLE 7.5 _10 SMS FOLL NG SPACING: lo 6" .C. FOR 6' PANELS / 12" OO.C. FOR 12" PANELS 1.50' ROLLFORMED HANGER (3004-H34 ALUM. ALLOY) #10 x 2" SMS 2.50" OR 3.50 SEE TABLE 7.5 J10 SMS ® FOLLOW - FOR SPACING ING SPACING: i 6" O.C. FOR 6" PANELS A—RAIL 1.50" 12" O.C. FOR 12" PANELS DETAIL J _ 1 • " MAXIMUM SNOW zo 2.25" LOAD IS 30 OR PSF. TYP. 2.50" h „ U .43" 0.30"—{ �- 1.50" BD EXTRUDED HANGER (6063-T6 ALUM. ALLOY) 6.5" ® ROLLFORMED HEADER 'E' CONN. DETAILS TO STRUCTURAL PANELS 2x wood studs SPF or BTR ®16" o/c ATTACH PANELS PER DETAILS AZ, BD OR BG #10 x 2' SCREW SEE TABLE 7.5 FOR SPACING /4" LAG SCREW ER TABLE 7.5 "ANC4" IN SCREW SPACING IS 1 " 2x DF WOOD LEDGER © LEDGER BOARD ATTACHMENT ICC ESR 1398 6/1/2010 BG 3 1/2" "G" RAIL (6063—T6 ALUM. Al Page 51 of 59 4.9 OR 4.10 Engineer's Stamp A -RAIL - SEE DETAIL 'J' -.750" e N 0.062" e° TYP. .n BB 3 1/2- "J" HANGER (6063—T6 ALUM. ALLOY) 1.686" 1 1.500" TYP. — 1.562" B& EXTRUDED CHANNEL CONNECTOR (6063-T6 ALUM. ALLOY) � AmeiaX 5208 TENNYSON PARKWAY BUQ.DING PRODUCTS, INC. SUITE 100 C..� PLANO, TEXAS 75024 NTS Component Parts & Connection Details CD08-2006 SHMP 8 of 9 6 5/8' EAVE OVERHANG AND 'L' MUST COMPLY WITH DETAIL BN ALSO –2 1/e' —I 1— a P r EXISTING EAVE WOOD FRAMING #10X1.5' SCREWS 6 PLACES 1/8' STEEL BRACKET (Fy- 33 KSI) 1' SPACING BETWEEN SCREWS LEDGER BOARD SIDE MOUNT BRACKET el ALTERNATE SAVE ATTACHMENTS 2 1/e' FOR BOLT 25j-- SIZE SEE �-JI —� DETAIL 'BJ' LL 3' SQUARE COLl00J C3004-134 ALIOI ALLDM BK 2' x 6.5' SIDEPLATES (3004-H34 ALIBI ALLDM - 6 S/r 1 1.25" min Three '0 X5' RAFTER � LAG SCREWS Z2X: DETAIL "A" DF WOOD 2'x WOOD FRAMING FASCIA DOUGLAS FlR–LARCH (NORTH) SEE DETAIL2 OR BTR 'A' 0 RIGHT KkNGER SlRucnmw�� Live RAFTER 0.21"STEaft-33MO I� row s � v 2X8 URGER BOARD OR SIDE MOUNT (Douglas Fir) ALPSFOR #10x1.5' screws PAMN«7E7! (10x3.5' l P MOUNT 1 24" 90 mph Exp B 18'-3" 12'-2" L f LE 7.5 HOLT AS PER TABLE STENER 12'-6" 8'-3" HEDULE 85 mph Exp C TDP MOUNT BRACKET 6 5/8' EAVE OVERHANG AND 'L' MUST COMPLY WITH DETAIL BN ALSO –2 1/e' —I 1— a P r EXISTING EAVE WOOD FRAMING #10X1.5' SCREWS 6 PLACES 1/8' STEEL BRACKET (Fy- 33 KSI) 1' SPACING BETWEEN SCREWS LEDGER BOARD SIDE MOUNT BRACKET el ALTERNATE SAVE ATTACHMENTS 2 1/e' FOR BOLT 25j-- SIZE SEE �-JI —� DETAIL 'BJ' LL 3' SQUARE COLl00J C3004-134 ALIOI ALLDM BK 2' x 6.5' SIDEPLATES (3004-H34 ALIBI ALLDM - 6 S/r 1 1.25" min Three '0 X5' RAFTER � LAG SCREWS Z2X: DETAIL "A" DF WOOD 2'x WOOD FRAMING FASCIA DOUGLAS FlR–LARCH (NORTH) SEE DETAIL2 OR BTR 'A' 0 RIGHT KkNGER SlRucnmw�� Live RAFTER MAX "L" FOR TOP Load Wind Speed OR SIDE MOUNT (psi) and Exposure 16" o/c 24"o/c 10 85 mph Exp B 20'4" 13'-r' 1 24" 90 mph Exp B 18'-3" 12'-2" 2x4 105 mph Exp B 13'-8" 9'-1" HOLT AS PER TABLE 110 mph Exp B 12'-6" 8'-3" 10T 85 mph Exp C 14'-9•' 9'-10" D&E USE COLUMN J mph Exp C 13--3" 8'-10" t2090 105 mph Exp C W-10" 6'-r- 3' SO. POST (DETAIL 'AIH) 110 mph Exp C 9'-o" -6--o- ALL HOUSE PENETRATIONS MUST BE COMPLETELY AND PERMANENTLY SEALED NOT ALLOWED IN SNOW LOAD AREAS SEE GENERAL NOTE #9 FOR CORROSION PROTECTION 80 2.75' 1T 1 .0" r 078'2.25`I 11.0T #14 x 3/4' TEK NOTE: + SEE DETAIL 'BJ' FOR INSTALLATION AND + PROPER CONNECTIONS. BL 6063T6 ALUMINUM BRACKET 1/2' p 1 BN ALTERNATE EAVE ATTACHMENT L FASCU Jq �I i SEE TAS 7s FOR MAXIMUM FOR FAS DaR OVERHANG SEE S(+enutE SCHEDULE 0 RIGHT ICC ESR 1398 6/1/2010 BJ 3" POST CONNECTIONS FOR FASCIA HEADERS Live/Snow Load RAFTER 3/8' BOLT W/ 3/32' Solid Cover Wind SIZE WASHER I EAVE OVERHANG I PER TABLE 10.4 (24" OIC) 6 SCIA E USE COLUMN K 1 24" 1 30" SCIA L&S USE COLUMN M 2x4 SCIA K&H USE COLUMN N 3�• .803/8' HOLT AS PER TABLE 7-1" 10.3 q2.90 10T H USE COLUMN F 'POST D&E USE COLUMN J 21'-0 ALTERNATE POST CONN. 17.11 BRACKET' 2x8 3' SO. POST (DETAIL 'AIH) BJ 3" POST CONNECTIONS FOR FASCIA HEADERS Live/Snow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS "L" Solid Cover Wind SIZE I EAVE OVERHANG I (24" OIC) 6 1Z' 18" 1 24" 1 30" 10 PST 2x4 211-0' 20'•8' 1Z•0' 7-1" 3'-S" 90 MPH Exp B 2x6 21'•0 21'-0' 21'-0 21'-0' 17.11 2x8 21'-0 21'-0' 21'0 21'-0' 21'-0 10 psi 2x4 21'-0 151T 11'-6• 7-1" 3'$• 90 MPH Exp C 2x6 21'-0' 21'.0 21'-0 21'1r 15.7 2x8 21'-0 21'-0' 21'-0 21'-0' 21--a 20 PSI` 2x4 14'•0• 19•4' 6 -Cr 3'-6- V-101 105 MPH Exp B 2x6 14'-0• 14'-0' 14'-0' 111•11" 8'-6• 2x8 14'-0• 14'•0" 14'-0" 14'-0" 14'-0' 25 PSI` 2x4 13'-6• 5.11" 5'-8" 3.3" 11-8- 105 MPH Exp C 2x6 13-6• 13'6' 13-6• 1V -S" V-1• 20 13-6' 13'6' 13'-6' 13'-6' 13'-6' 30 psf 2x4 10.7' J•7" 4'-3" Z3 9-0" 110 MPH Exp C 2x6 10.7' 10'-7" 10.7' 8•T 6.11• 2x8 10-7• 10'-7' 10-7' 10'-7" 10-7• 40 psf 2x4 8'-101 6-1' 37-1" 0.0' 0-0- 2x6 V -1O' 6-10' 6-10' 66' 4'4• 2x8 8'•10' 8'-10' 9•10' 9•10' 8'•10' 60 Psf 2x4 6-5' 4'-O' 0-0" 0-0' 0-0" 2x6 s -s" Ag14, _ 6•s s 5 5'•11' 2x8 6'-5• 6.5 POST E 14 SMS THICKNESS /CIGHT # t J'O GALVANIZED HILTI HIT—HY 150 MAX ADHESIVE ANCHOR (ICC ESR 2262) W/ 2.25' EMBED AND 1' 0 WASHER OR EQUIVALENT 2.25" eM POST TO SLAB/ F❑❑TING ATTACHMENT 0 411 ALUMINUM BRACKET 6063T6 t = 0.090' >> SLAB ATTACH FOR 110 EXP C t = 0,090' >> FOOTING d = 28' MAX t = 0.090' >> FOOTING d = 41' MAX WITH DETAIL AH STEEL POST Engineer's Stamp AmeriaX 5208 TENNYSON PARKWAY SUITE 100 BUILDQI'C PRODUCTS, QVC. PLANO TEXAS 75024 NTS Component Parts & Connection Details CD09-2006 I SKEET. .9 of 9 I I I I I I I I I I I � I I LOAD BEARING POST SEE DETAILS L25, L29, N8, N15, N29, AD, Al, AJ, i AP OR AQ FOR P❑ST/ CONCRETE ATTACHMENT i FIBERGLASS POST COLLAR SLAB OR FOOTING RAFTERS OR SOLID PANELS 0.032'X2'X6.625' ALUM HEADERS OR 0.042'X3'XB' ALUM HEADERS 2'X6.25' ALUMINUM DOUBLE HEADERS /-3'X8' ALUMINUM DOUBLE HEADER STEEL Of ALUMINUN FIBERGLHZ! NON LOAD BEARING POST IBERGLASS DECORATIVE POST COVER 1.5'X1.5' STEEL L ANGLE BRACKET (TYP) -3/8'X3/4' BOLT Z__�CONCRETE ANCHOR 'd e e, a •d. ,d e d .• e d d., e' d e 44- ICC d ICC ESR 1398 6/1/2010 PLASTIC HOLE PLUGS IM3121 I I I I I I FIBERGLASS I I POST COLLAR � I I I I FIBERGLASS I I DECORATIVE M2 POST COVER NOTESt 1. FIBERGLASS POSTS ARE NON -LOAD BEARING. 2. ATTACHMENT TO HOLD COVERING #14 SMS AGAINST MIN❑R LATERAL FORCES. 3. USE MULTIPLE BRACKETS AS NEEDED. 4. FIBERGLASS POSTS MAY BE -#14X3/4' USED FOR ANY STRUCTURE. TEK SCREW -"3/8'X -'4 BOLT 1.5'X1.5' STEEL L ANGLE BRACKET (TYP) STEEL OR ALUMINUM LOAD BEARING POST EXISTING ROOF -,---ROOF SNOW LOAD Page 53 of 59 1 " 1 1LJ VLJ V LIN M4 STRUCTURES COMPLYING WITH THIS DETAIL D❑ NOT REQUIRE ADDITI❑NAL DRIFTING SNOW CONSIDERATIONS GROUND SNOW MAXIMUM LOAD (PSF) 'h' (IN) 10 9 15 14 20 17 25 18 30 20 40 25 50 30 60 33 WALL HANGER 0.120'x2'x2'X2' LONG 'L' ANGLE 0.048 6063T5 ALUM B #10X2 0.048 x1.5 x2.5 600575 SCREW WALL HANGER or 2'x2' FAN BEAM #10 SMS SCREWS FAN BEAM FAN FASTEN TO HANGER BEAM 0.042 x3'x8' HEADER 2.5' or 2' STRUCTURAL B PANEL FF711.5' I r 2' I A FAN BEAM R ICC ESR 1398 6/1/2010 0.042'x3'x8' HEADER CEILING FAN OR LIGHT FIXTURE L POST CONFORMANCE TO THE APPLICABLE ELECTRICAL CODE IS OUTSIDE THE SCOPE OF THIS DETAIL AND MUST BE APPROVED SEPERATELY, Page 54 of 59 2.000 TRIB POST POST MAX 30 lbs 15'-10" SNOW WIDTH SPACING REC!'D POST MIN 18'-1" T— 0.045—T ONSLAB 2'X2' FAN BEAM 6063T5 ALUM 2.000 (FT) SLAB 1.430 NO ORIENTATION SPECIFIED "d" L R0.170 0.060 (in) 190 MPH EXPOSURE B 10 3 21'-2" A t A 20 LIVE 3.5 18`-2" A 11'4" A 20 LOAD 4 15'-10" A 10'-4" GROUND TRIB POST POST MAX 30 lbs 15'-10" SNOW WIDTH SPACING REC!'D POST MIN 18'-1" LOAD (FT) ONSLAB FOR SPACANG POST (PSF) (FT) SLAB (FT) TYPE "d" (in) 190 MPH EXPOSURE B 10 3 21'-2" A 12'-6" A 20 LIVE 3.5 18`-2" A 11'4" A 20 LOAD 4 15'-10" A 10'-4" A 20 ONLY 4.5 14'-1" A 9'-6" A 21 5 12'-8" A 8'-10" A 21 5.5 11'-5' A 8'-3" A 21 6 10'-7' A T-9" A 21 6.5 9-9" A 7'-4" A 21 7 9-1" A 6-11" A 22 7.5 8'-5" A 6'-T' A 22 8 T-11" A 6'-3" A 22 8.5 T-5" A 5'-11" A 22 9 T-0" A 5'-8" A 22 9.5 6-8" A 5'-5" A 22 10 6-4" A 5'-3" A 22 11 5-9" A W-10" A 22 12 5'-3" A 4'-6" A 22 13 4'-10" A 4'-2" A 22 Weight of Allowable Fan Beam Spans fan/lights 0.048"x1.5"x2.5" 2"x2" Fan Beam 30 lbs 15'-10" 23' 40 lbs 11'-10" 20'-2" 50 lbs 9'-5" 18'-1" :,tVi�1'�`; 5208 TENNYSON PARKWAY _GptV°t" SUITE 100 PLANO, TEXAS 75024 June 24, 2010 ° CPSME "M' NTS Miscellaneous Details Engineer's Stamp, .M2-2006 fl . 7.0 POST AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURES Table7.3: Required Number of Fasteners for Shearing Loads Aluminum Material Gage (in) Steel Gage (in) 0.024 0.024 0.032 0.036 0.040 0.040 0.060 0.060 0.041 0.041 Trib Width (ft) Allowable Width for Attached Two Post Strructures on Slab Live or Ground Snow Load A 10 psf 20 psi 4 32,-1" 16'-11" 4.5 28'-6" 15'-1" 5 25'-8" 13'-6" 5.5 23'-4" 12'-4" 6 21,-5" 11'-3" 6.5 191-91, 10'-5" 7 18'-4" n/a 7.5 17'-1" n/a 8 16-0" n/a 8.5 15'-1" n/a 9 1 14'-3" n/a Table 7.1 10 Pell Slab 90B 722 4 2 2 3 3 2 2 1 2 1 24 800 5 2 2 3 3 2 2 1 2 1 10 psf Slab 90C 886 5 3 2 4 3 2 2 1 2 1 POST TYPE POST DESCRIPTIONS DETAIL A B C D E F G H I J Footer Design L24, N16, BK #14 3/8" B 3/8" B #14 #14 318'13 #14 3/8*13 #14 3/8" B C Size Uplift SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT F d (in) (Ibs) 169 424 566 293 315 709 462 1384 507 1691 3 12 100 1 1 1 1 1 1 1 1 1 1 2 13 127 1 1 1 1 1 1 1 1 1 1 5 14 159 1 1 1 1 1 1 1 1 1 1 7 15 195 2 1 1 1 1 1 1 1 1 1 4 16 237 2 1 1 1 1 1 1 1 1 1 5 17 284 2 1 1 2 1 1 1 1 1 1 n/a 18 338 2 1 1 2 2 1 1 1 1 1 2481 19 397 3 1 1 2 2 1 1 1 1 1 20 pat Slab 90C 20 463 3 2 1 2 2 1- 2 1 1 1 9 21 536 3 2 1 2 2 1 2 1 2 1 2 22 616 4 2 2 3 2 1 2 1 2 1 7 23 704 4 2 2 3 3 1 2 1 2 1 Table 7.1 10 Pell Slab 90B 722 4 2 2 3 3 2 2 1 2 1 24 800 5 2 2 3 3 2 2 1 2 1 10 psf Slab 90C 886 5 3 2 4 3 2 2 1 2 1 POST TYPE POST DESCRIPTIONS DETAIL MAX POST HGHT A Twin 0.032"x1.5"x1.5" AC, AA B. A Twin 0.062"x1.5"x1.5" AC, AF 12' A 0.024'Post with Sideplates L24, N16, BK 12' B Clover 0.032'x3"x3'Alum L11.N11,AH 10' B Clover 0.040'x3"x3' Alum L11, N11. AH 12' C Colonial 0.062" Extruded AE 12' D 0.041"0"0' Steel Clover L11, N11, AH 12' E 0.04l'x3'x3' Steel Clover L11, N11. AH 12' F 3/16'x3"x3" Steel Square L21, N17, AG 15' G 3/16'x4"x4" Steel Square L21, N17, AG 18' H 5/16'x4"x4" Steel Square 1-21, N17, AG 1 18' Table 7.2 25 904 5 3 2 4 3 2 2 1 2 1 SPAN 26 1017 6 3 2 4 4 2 3 1 3 1 SMS 27 1139 7 3 3 5 4 2 3 1 3 1 1 28 1270 7 3 3 5 5 2 3 1 3 1 1 29 1411 8 4 3 5 5 2 4 2 3 1 2 30 1563 9 4 3 6 5 3 4 2 4 1 1 31 1724 n/a 5 4 7 6 3 4 2 4 2 19 32 1896 n/a 5 4 7 7 3 5 2 4 2 536 33 2080 n/a 5 4 8 7 3 5 2 5 2 3 34 2275 n/a 6 5 9 8 4 5 2 5 2 1 35 2481 n/a 6 5 9 8 4 6 2 5 2 2 36 2700 n/a 7 5 n/a 9 4 6 2 6 2 9 37 2931 n/a 7 6 n/a n/a 5 7 3 6 2 3 38 3175 n/a 8 6 n/a n/a 5 7 3 7 2 30 39 3433 n/a 9 7 n/a n/a 5 8 3 7 3 Table 7.2 40 3704 n/a 9 7 n/a n/a 6 9 3 8 3 SPAN 41 3988 n/a n/a 8 n/a n/a 6 9 3 8 3 SMS 42 4288 n/a n/a 8 n/a n/a 7 n/a 4 9 3 1 43 4601 n/a We 9 n/a n/a 7 n/a 4 n/a 3 1 44 4930 n/a n/a 9 n/a n/a 7 n/a 4 n/a 3 2 45 5273 n/a n/a n/a n/a n/a 8 n/a 4 n/a 4 1 46 5633 n/a n/a n/a n/a n/a 8 n/a 5 n/a 4 19 47 6008 n/a n/a n/a n/a n/a 9 n/a 5 n/a 4 536 48 6400 n/a n/a n/a n/a n/a n/a n/a 5 n/a 4 3 49 6808 n/a n/a n/a n/a n/a n/a n/a 5 n/a 5 1 50 7234 n/a n/a n/a n/a n/a n/a n/a 6 n/a 5 #14 SMS = #14 sheet metal or SDS screw, 1/2" minimum length 3/8" B = 3/8' Diameter Bolt See General Notes for specifics on fasteners 1 Clearspan on this chart is the distance from the wall to the first row of columns. 2 Hild Kwik Bolt TZ 3/8" diameter and 2" embed: ICC ESR 1917 or other anchor w/ 550# shear vs wind and seismic loads. 3 Masonry anchors must have a shear value of 2509 for wind or seismic loads. 4 1/4" Lag screws must have 2 1/4' of penetration into studs. These lag screws must have an 1/8" lead hole. 5110 and 20 psf are live or snow loads, 25.60 psf are snow loads ICC ESR 1398 6/1/2010 Table 7.4: Required Number of Fasteners for Tension Loads ANC 3 ANC 4 Aluminum Gage (in) O/C O/C PANEL 0.036 0.06 0.060 0.090 0.100 SPAN STUD Q 16" O/C SPACING K L M N O 3/8' B #14 3/8" B 3/8" B #14 Design Foote BOLT SMS BOLT BOLT SMS Uplift Size 554 126 865 1298 255 (Ibs) d (in) 1 1 1 1 1 100 12 1 1 1 1 1 127 13 1 2 1 1 1 159 14 1 2 1 1 1 195 15 1 2 1 1 1 237 16 1 3 1 1 2 284 17 1 3 1 1 2 338 18 1 4 1 1 2 397 19 1 4 1 1 2 463 20 1 5 1 1 3 536 21 2 5 1 1 3 616 22 2 6 1 1 3 704 23 2 6 1 1 3 722 Slab 2 7 1 1 4 800 24 2 7 2 1 4 886 Slab 2 8 2 1 4 904 25 2 8 2 1 4 1017 26 3 9 2 1 5 1139 27 3 n/a 2 1 5 1270 28 3 n/a 2 2 6 1411 29 3 n/a 2 2 7 1563 30 4 n/a 2 2 7 1724 31 4 n/a 3 2 8 1896 32 4 n/a 3 2 9 2080 33 5 n/a 3 2 9 2275 34 5 n/a 3 2 n/a 2481 35 5 n/a 4 3 n/a 2700 36 6 n/a 4 3 n/a 2931 37 6 n/a 4 3 n/a 3175 38 7 n/a 4 3 n/a 3433 39 7 n/a 5 3 n/a 3704 40 8 n/a 5 4 n/a 3988 41 8 n/a 5 4 n/a 4288 42 9 n/a 6 4 n/a 4601 43 9 n/a 6 4 n/a 4930 44 n/a n/a 7 5 n/a 5273 45 n/a n/a 7 5 n/a 5633 46 n/a n/a 7 5 n/a 6008 47 n/a n/a 8 5 n/a 6400 48 n/a n/a 8 6 n/a 6808 49 4 1 3 1 Spacing between bolts and screws shall be 2.5 times the shank diameter 2 The edge distance of bolts and screws shall be 3 times the shank diameter 3 Connections shall be arranged so that the center of resistance of the connection shall coincide with the resultant line of action of the load. TABLE 7.6: WALL ATTACHMENTS FOR LATTICE COVERS ANC 1 ANC 2 ANC 3 ANC 4 #of LIVE/ O/C O/C PANEL NUMBER OF FASTENERS PER WIND SPEED SNOW SPACING SPACING SPAN STUD Q 16" O/C SPACING (MPH) AND LOAD CONCRETE MASONRY (FT) #10 X 2' 1/4' LAG EXPOSURE (PSF) ANCHORS ANCHORS 120 mph SCREWS SCREWS 90 C 10 20" 20" 12' 1 1 Exp C LIVE 18' 18' 21' 2 2 105 C 20 20" 20" 12', 2 2 15' LIVE 10' 1 17' 3 3 110 C 25 20" 20" 10' 2 2 3 18' 18' 16' 3 3 9' 30 20" 20" 10' 2 2 15' 12' 10' 30 15' 3 3 4 1 3 1 Spacing between bolts and screws shall be 2.5 times the shank diameter 2 The edge distance of bolts and screws shall be 3 times the shank diameter 3 Connections shall be arranged so that the center of resistance of the connection shall coincide with the resultant line of action of the load. TABLE 7.6: WALL ATTACHMENTS FOR LATTICE COVERS GRND Wind #of 24" o/c SNOW Speed Screws' ALUMINUM RAFTER SPACING LOAD and per 12" 1 16" 1 24" 1 30" 1 36" MAXIMUM ALUMINUM RAFTER SPAN 23' 25'18' 15' 12' PSF) Exposure Rafter 10 110 mph 2 LIVE Exp C 3 23' 25' 21' 19' 17' 20 120 mph 2 18' 14' 10' 8' 6' LIVE Exp C 3 18' 18' 14' 11' 10' 4 18' 18' 15' 12' 10' 25 2 18' 14' 9' 7' 6- 3 18' 18' 14' 11' 9' 4 18' 18' 15' 12' 10' 30 2 15' 11' 8' 6' 5- 3 17' 16' 11' 9' 8' 4 17' 16' 12' 10' 8' 40 2 12' 9' 6' 5' 4- 3 15' 13' 9' T 6' 4 1 15' 14' 9' 8' 6' 60 2 8' 6' 4' 3' 3' 3 1 11' 9'1 6' 5' 4' 'Screws are #10 screws w/ 1.5" embedment into G=0.5 solid wood (Douglas Fir) TABLE 7.7 STUCCO ATTACHMENT TO WALL ALLOWABLE DISTANCE TO FIRST ROW OF POSTS 16" o/c 24" o/c Ground Snow Max Wind Condition 110 mph Exposure C Load (psf) 1 Lag 1 2 Lags 2 Lags 1 3 Lags Live 10 11' 22' 22' 22' Live 20 11' 22' 18' 22' 25 11' 22' 14' 22' 30 10' 21' 14' 21' 40 9' 18' 12' 18' 60 6' 12' 8' 12' Lag =1/4' Lag S6ew with 2.25" penetration into G=0.5 wood (Douglas Fir) Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 (434) 384-2514 cart outnam(&comcast.net M3-2006 7.0 CONCRETE FOOTING OPTIONS EQUIVALENT FOOTINGS FOR FREESTAND AND ATTACHED Single Span Attached Footings Only c DIAMETER OF Exp B Exp C Exp C z .-. CIRCULAR Z ? ? FOOTINGS (IN) z_ z 12" 18" 24" d in Required Side of Square Footing ~ O U) O 21" 18" OO Z Z O DEPTH OF 0 O CIRCULAR 16" Z FOOTINGS IN 18" 18" 52" 25" 23" 19" 20" N/A 27" 25" 20" 22" N/A 31" 27" 21" 23" N/A 36" 28" 22" 24" N/A 42" 30" 23" 26" N/A 48" 32" 24" 27" N/A 54" 34" 25" 29" N/A N/A 36" 26" 31" N/A N/A 39" 27" 33" N/A N/A 44" 28" 35" N/A N/A 49" 29" 36" N/A N/A 54" 30" 38" 1 N/A N/A 60" TABLE 7.8 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 June 24, 2010 ICC ESR 1398 6/1/2010 CONVERSION TO SQUARE TOP FOOTING TABLE 7.9 SITE SPECIFIC FOOTING TABLE for SINGLE SPAN Attached Structures For Single Span Attached Footings Only Trib Area Exp B Exp C Exp C Footing Depth sq ft Required "d" of Footing in sq ft 18" 24" 30" 36" d in Required Side of Square Footing 17" 20" 21" 18" 16" 15" . 21" 23" 20" 18" 16" 22" 24" 21 " 19" 17" 23" 26" 23" 20" 18" 24" 28" 24" 21" 20" 25" 29" 26" 23" 21" 26" 31„ 27" 24" 22" 27" 33" 29" 26" 23" 28" 35" 30" 27" 25" 29" 37" 32" 29" 26" 30" 39" 34" 30" 27" 31" _ 41" 35" 32" 29" 32" 43" 37" 33" 30" 33" 45" 39" 35" 32" 34" 47" 40" 36" 33" 35" 49" 42" 38" 35" 36" 51" 44" 39" 36" 37" 53" 46" 41" 38" 38" 55" 48" 43" 39" 39" 57" 50" 44" 41" 40" 60" 52" 46" 42" 41" N/A 54" 48" 44" 42" N/A 56" 50" 45" 43" N/A 58" 51" 47" 44" N/A 60" 53" 49" 45" N/A N/A. 55" 50" 46" N/A N/A 57" 52" 47" N/A N/A 59" 54" 48" N/A N/A N/A 55" 49" N/A N/A N/A 57" 50" N/A N/A N/A 59" TABLE 7.9 SITE SPECIFIC FOOTING TABLE for SINGLE SPAN Attached Structures TABLE 7.10 Page 56 of 59 i s Existing Residence Panel Span I I Corner Trib Area I Trib Area for Middle Post I I r.LM I I 14 Post Spacing Panel I' j 10ve& Figure 1 Determine Trib Area from Figure 1 INSTRUCTIONS TO USE TABLE 7.10 1. TABLE IS FOR SINGLE SPAN ATTACHED UNITS ONLY 2. DETERMINE ACTUAL TRIBUTARY AREA FOR MIDDLE POSTS THIS IS: TRIB WIDTH x POST SPACING FOR END POSTS THIS IS: (OVERHANG+ HALF OF POST SPACING) x TRIB WIDTH 3. DETERMINE FOOTING SIZE FOR WIND CONDITION 4. FOR LATTICE USE LAST COLUMN FOR TRIB AREA Amerimax Building Products 5208 Tennyson, Parkway Plano, Texas 5024 G M4 Wind Condition 90 mph 90 mph 110 mph Lattice Trib Trib Area Exp B Exp C Exp C Area sq ft Required "d" of Footing in sq ft 15 15" 17" 20" 25 20 17" 19" 21" 33 25 18" 20" 23" 42 30 19" 21" 25" 50 35 20" 23" 26" 58 40 21" 24" 27" 67 45 22" 25" 28" 75 50 23" 25" 29" 83 55 23" 26" 30" 92 60 24" 27" 31" 100 65 25" 28" 32" 108 70 25" 28" 33" 117 80 26" 30" 34" 133 90 27" 31" 35" 150 100 28" 32" 37" 167 110 29" 33" 38" 183 120 30" 34" 39" 200 130 31" 35" 40" 217 140 32" 36" 41" 233 150 33" 37" 42" 250 160 33" 37" 43" 267 170 34" 38" 44" 283 180 35" 39" 45" 300 190 35" 40" 45" 317 200 36" 40" 46" 333 210 36" 41" 47" 350 220 37" 42" 48" 367 230 38" 42" 48" 383 240 1 38" 1 43" 1 49" 1 400 TABLE 7.10 Page 56 of 59 i s Existing Residence Panel Span I I Corner Trib Area I Trib Area for Middle Post I I r.LM I I 14 Post Spacing Panel I' j 10ve& Figure 1 Determine Trib Area from Figure 1 INSTRUCTIONS TO USE TABLE 7.10 1. TABLE IS FOR SINGLE SPAN ATTACHED UNITS ONLY 2. DETERMINE ACTUAL TRIBUTARY AREA FOR MIDDLE POSTS THIS IS: TRIB WIDTH x POST SPACING FOR END POSTS THIS IS: (OVERHANG+ HALF OF POST SPACING) x TRIB WIDTH 3. DETERMINE FOOTING SIZE FOR WIND CONDITION 4. FOR LATTICE USE LAST COLUMN FOR TRIB AREA Amerimax Building Products 5208 Tennyson, Parkway Plano, Texas 5024 G M4 7.0 Requirements for Surface Mounted Posts on Concrete Slabs or Footings Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 ICC ESR 1398 6/1/2010 ` Tables L1 and L2 need to be checked for surface mount concrete attachment Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 Page 57 of 59 Size Requirements e 1-2a Table 1-2b Alum Header Double 3x8 Alum Het ble 2x6.5 Alum Header Double Steel C Beam de Steel C Beam Size Size Ss Allowed Ss Allows 20% 2030 REQUIRED NUMBER OF POSTS FOR SINGLE SPAN LATTICE UNITS WITH SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS 30% 1354 Table L1a: Use this table for the following headers 40% 1015 40% 1447 50% 928 ' Table L1 b: Use this table for the following headers 60% 773 " 60% 1102 70% 663 3x8 Alum Header 80% 677 80% 964 90% 602 ' 90% 857 100% 541 100% 772 110% 537 Double 3x8 Alum Header 120% 492 120% 701 130% 500 130% 712 140% 464 Double 2x6.5 Alum Header 150% 433 150% 617 Double Steel C Beam Single Steel C Beam Post Height (ft) Post Height (ft) Required 8' 9' 10' 11' 12' 8' 9' 10' 11' 12' Required 8' 9' 10' 11' 12' 8' 9' 10' 11' 12' Wind Number Wind Exposure B Wind Exposure CWind I Number Wind Exposure B Wind Exposure C Speed of Posts MAXIMUM TRIBUTARY WIDTH ALLOWED Speed of Posts MAXIMUM TRIBUTARY WIDTH ALLOWED 85 mph 2 or 3 10' 7' 4' 2' 0' 8' 5' 3' 0' 0' 85 mph 2 or 3 13' 13' 10' 7' 4' 13' 11' 8' 5' 2' 4 13' 12' 8' 4' 1' 13' 9' 6' 2' 0' 4 13' 13' 13' 13' 9' 13' 13' 13' 9' 6- 5 13' 13' 12' 7' 3' 13' 13' 9' 4' 0' 5 13' 13' 13' 13' 13' 13' 13' 13' 13' 9' 6 13' 13' 13' 10' 5' 13' 13' 12' 6' 1' 6 13' 13' 13' 13' 13' 13' 13' 13' 13' 12' 7 13' 13' 13' 13' 6' 13' 13' 13' 8' 2' 7 13' 13' 13' 13' 13' 13' 13' 13' 13' 13' 90 mph 2 or 3 10' 7' 4' 2' 0' 8' 6' 3' 1' 0' 90 mph 2 or 3 13' 13' 10' 7' 4' 13' 11' 8' 6' 3' 4 13' 12' 8' 4' 1' 13' 10' 6' 4' 1' 4 13' 13' 13' 13' 9' 13' 13' 13' 10' 7' 5 13' 13' 12' 7' 3' 13' 13' 9' 6' 2' 5 13' 13' 13' 13' 13' 13' 13' 13' 13' 10' 6 13' 13' 13' 10' 5' 13' 13' 12' 8' 4' 6 13' 13' 13' 13' 13' 13' 13' 13' 13' 13' 7 13' 13' 13' 13' 6' 13' 13' 13' 10' 5' 7 13' 13' 13' 13' 13' 13' 13' 13' 13' 13' 95 mph 2 or 3 10' 7' 4' 2' 0' 7' 5' 3' 1' 0' 95 mph 2 or 3 13' 13' 10' 7' 4' 13' 10' 7' 5' 3- 4 13' 12' 8' 4' 1' 12' 9' 6' 3' 1' 4 13' 13' 13' 13' 9' 13' 13' 12' 9' 6' 5 13' 13' 12' 7' 3' 13' 12' 8' 5' 2' 5 13' 13' 13' 13' 13' 13' 13' 13' 13' 9' 6 13' 13' 13' 10' 5' 13' 13' 11' 7' 3' 6 13' 13' 13' 13' 13' 13' 13' 13' 13' 12' 7 13' 13' 13' 13' 6' 13' 13' 13' 9' 5' 7 13' 13' 13' 13' 13' 13' 13' 13' 13' 13' 100 mph 2 or 3 10' 6' 4' 1' 0' 6' 4' 2' 1' 0' 100 mph 2 or 3 13' 13' 9' 6' 4' 11' 9' 6' 4' 2- 4 13' 11' 7' 3' 0' 10' 7' 5' 2' 0' 4 13' 13' 13' 11' 7' 13' 13' 10' 8' 5' 5 13' 13' 10' 6' 2' 13' 10' 7' 4' 1' 5 13' 13' 13' 13' 11' 13' 13' 13' 11' 8' 6 13' 13' 13' 8' 3' 13' 13' 9' 6' 2' 6 13' 13' 13' 13' 13' 13' 13' 13' 13' 10' 7 13' 13' 13' 11' 5' 13' 13' 12' 7' 3' 7 13' 13' 13' 13' 13' 13' 13' 13' 13' 13' 105 mph 2 or 3 8' 5' 2' 0' 0' 5' 3' 2' 0' 0' 105 mph 2 or 3 13' 11' 8' 5' 2' 10' 7' 5' 3' 1' 4 13' 9' 5' 2' 0' 9' 6' 3' 1' 0' 4 13' 13' 13' 9' 5' 13' 12' 9' 6' 3' 5 13' 13' 8' 4' 0' 12' 9' 5' 2' 0' 5 13' 13' 13' 13' 8' 13' 13' 12' 9' 6' 6 13' 13' 11' 5' 1' 13' 11' 7' 4' 0' 6 13' 13' 13' 13' 11' 13' 13' 13' 12' 8' 7 13' 13' 13' 7' 1' 13' 13' 9' 5' 1' 7 13' 13' 13' 13' 13' 13' 13' 13' 13' 10' 110 mph 2 or 3 7' 4' 1' 0' 0' 4' 3' 1' 0' 0' 110 mph 2 or 3 13' 9' 6' 3' 1' 8' 6' 4' 2' 1' 4 11' 7' 4' 0' 0' 7' 5' 2' 0' 0' 4 13' 13' 11' 7' 3' 13' 10' 7' 5' 2- 5 13' 10' 6' 2' 0' 10' 7' 4' 1' 0' 5 13' 13' 13' 10' 6' 13' 13' 10' 7' 4- 6 13' 13' 8' 3' 0' 13' 9' 5' 2' 0' 6 13' 13' 13' 13' 8' 13' 13' 13' 9' 5' 7 13' 13' 10' 4' 0' 13' 11' 7' 3' 0' 7 13' 13' 13' 13' 11' 13' 13' 13' 12' 7' Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 ICC ESR 1398 6/1/2010 ` Tables L1 and L2 need to be checked for surface mount concrete attachment Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 Page 57 of 59 Size Requirements e 1-2a Table 1-2b Alum Header Double 3x8 Alum Het ble 2x6.5 Alum Header Double Steel C Beam de Steel C Beam Size Size Ss Allowed Ss Allows 20% 2030 20% 2893 30% 1354 30% 1929 40% 1015 40% 1447 50% 928 ' 50% 1323 60% 773 " 60% 1102 70% 663 70% 945 80% 677 80% 964 90% 602 ' 90% 857 100% 541 100% 772 110% 537 110% 765 120% 492 120% 701 130% 500 130% 712 140% 464 140% 661 150% 433 150% 617 Directions for using Seismic Table 1-2a or L2b—' 1. Determine Tributary width 2. Determine width of structure 3. Determine height of structure 4. Determine number of posts structure has 5. Determine Ss for your area (contac your local building department)"" 6. Choose Table 1-2a or 1-2b based on the header 7. Determine the maximum size allowed on the chart 8. Multiply #1, #2 and #3 and divide by #4""' 9. If #8 is lower than #7 the structure is OK for seismi, 'no check needed for Patio Covers attached to slab under these conditions "no check needed for Patio Covers that are 10' tall attached to slab under these conditic "'no check needed for Patio Covers that are 8' tall attached to slab under these conditions ""Ss is the Maximum Considered Earthquake Ground Motion (0.2 sec) mapped on Figures 1613.5(1), 1613.5(3) in the 2006 IBC Alternatively, divide by these numbers For 2 post Structrues divide by 3 For 3 post Structrues divide by 3 For 4 post Structrues divide by 4.5 For 5 post Structrues divide by 6 For all others add 1.5 to number of posts Not for use in areas with flat roof snow loads exceeds 30 psf. M5-2006 P/2 P/2 Y X Z Patio Cover Length (L) Determine Snow Loads on Existing Structure 1 Determine Roof Snow/Live Load, S. See General Note 3. 2 Dead Load = 1 psf 3 Add Dead and Live/Snow Loads, mulitply by half of Panel Span Wall Load = (D + S) P /2 4 Result is wall load in pounds per linear foot. Determine Wind Loads on Existing Structure 1 Determine Wind Load, W+ or W-. See Table 1 2 Dead Load included in Down and Up loads 3 Mulitply W+ or W- by half of Panel Span Wall Load = W P /2 4 Result is wall load in pounds per linear foot. 5 Maximum Shear Load in X direction is 367 Ibf (110 mph Exposure C, 21' Panel Span) Determine Seismic Loads on Existing Structure (Excludes Roof Snow Load over 30 psf) 1 Vertical Loads and Horizontal Loads = maximum of 1 psf Combination Loads based on Equation 16-18 and 16-19 1 Determine Combination Load, C. See Table 2 3 Mulitply C by half of Panel Span Wall Load = C P /2 4 Result is wall load in pounds per linear foot. Dead 1 psf Kz 0.7 0.98 height factor, Exposure B and C Kzt 1 Topographic factor Kd 0.85 Wind Directionality factor 1 1 Importance Factor G 0.85 Gust Factor ; Gnat 1 7 Nat Praeenro r`nafirant Dead 1 psf Wind Design Design Wind Load Down Load Up Load Wind Exposure s C&C (psf) (psf) Speed (mph) Exposure gh s s W+ W- 85 B 11.0 11.2 12.2 10.6 90 B 12.3 12.6 13.6 r 12.0 100 B 15.2 15.5 16.5 14.9 105 B 16.8 17.1 .18.1 16.5 110 B 18.4 18.8 19.8 18.2 85 C 15.4 15.7 16.7 15.1 90 C 17.3 17.6 18.6 17.0 100 C 21.3 21.8 22.8 21.2 105 C 23.5 24.0 25.0 23.4 110 C 25.8 26.3 27.3 25.7 26.3 TABLE 1 35.9 39.0 51.4 Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 (434) 384-2514 carloutnamAcomcast.net ICC ESR 1398 6/1/2010 Page 58 of 59 I AULt L M6-2006 Combination Loads: Snow + Wind +Dead Loads Wind Wind Load Ground Snow Loads (psf) Speed (mph) Exposure s 25 - 30 40 60 85 B 11.2 22.0 25.1 31.4 44.0 90 B 12.6 22.6 25.8 32.1 44.7 100 B 15.5 24.1 27.2 33.5 46.1 105 B 17.1 25.3 28.0 ! 34.3 46.9 110 B 18.8 27.0 28.8 35.1 47.7 85 C 15.7 24.2 27.3 33.6 46.2 90 C 17.6 25.8 28.2 34.5 47.1 100 C 21.8 29.8 31.4 36.6 49.2 105 C 24.0 32.0 33.6 37.6. 50.2 • 110 C 26.3 34.3 35.9 39.0 51.4 ICC ESR 1398 6/1/2010 Page 58 of 59 I AULt L M6-2006 Amerimax Building Products Structural Properties of Beams, Fascia, Panels and Rafters for Use by Design Professionals ICC ESR 1398 6/1/2010 Page 59 of 59 M7-2006 ASSUMES FULL LATERAL BRACING Max Allowable Max Allowable I for deflection I for deflection Moment (top in Moment (bottom Max Structural Element I (inA4) top in I (inA4) bottom calcs (inA4) top calcs (inA4) bottom compression in compression Allowable Ftu or Fu Fty or Fy Fcy compression in compression in compression in compression (Ibf-ft) (Ibf-ft) Shear (lbf) Material E (ksi) (ksi) (ksi) (ksi) Rafters 0.024"x2"x6.625" Aluminum Rafter 2.283 same 1.685 1.718 283 272 132 3004H34 10100 32 25 22 0.032"x2"x6.625" Aluminum Rafter 3.072 same .2.674 2.765 517 492 317 30041-134 10100 32 25 22 0.040'x2"x6.625' Aluminum Rafter 3.873 same 3.873 3.873 832 780 627 30041-134 10100 32 25 22 0.042'x3"x8" Aluminum Rafter 7.907 same 7.907 7.907 1061 1019 609 30041-134 10100 32 25 22 0.024'x3"x3" Aluminum Rafter 0.445 same 0.445 0.445 125 123 339 30041-134 10100 32 25 22 0.040'x3'x3" Aluminum Rafter 0.754 same 0.754 0.754 295 287 1127 31051-125 10100 23 19 17 Solid Panels 0.018"x2.5"x6" Aluminum Panel 0.265 same 0.265 0.244 175 83 221 30041-136 10100 35 28 25 0.024"x2.5"x6" Aluminum Panel 0.353 same 0.353 0.351 253 120 522 30041-134 10100 32 25 22 0.032"x2.5x6" Aluminum Panel 0.471 same 0.471 0.471 366 192 954 30041-134 10100 32 25 22 0.036"x2.5"x6" Aluminum Panel 0.53 same 0.53 0.53 417 233 1164 30041-134 10100 32 25 22 0.018"x3.5"x12" Aluminum Panel 0.545 same 0.525 0.536 331 169 85 30041-136 10100 35 28 25 0.024"x3.5"x12" Aluminum Panel 0.727 same 0.723 0.727 400 281 202 30041-134 10100 32 25 22 0.032"x3.5"x12" Aluminum Panel 0.969 same 0.969 0.969 543 499 479 30041-134 10100 32 25 22 0.036"x3.5"x12" Aluminum Panel 1.09 same 1.09 1.09 617 632 683 30041-134 10100 32 25 22 0.018'x2.5"x12" Aluminum Panel 0.25 same 0.25 0.25 229 112 284 30041-136 10100 35 28 25 0.024'x2.5"x12" Aluminum Panel 0.334 same 0.334 0.334 331 199 673 30041-136 10100 35 28 25 0.032'x2.5"x12" Aluminum Panel 0.445 same 0.445 0.445 469 353 1479 30041-136 10100 35 28 25 0.036"x2.5x12" Aluminum Panel 0.501 same 0.501 0.501 482 416 1751 30041-134 10100 32 25 22 0.018"x2'x6" Aluminum Panel 0.152 same 0.152 0.139 130 93 334 30041-136 10100 35 28 25 0.024"x2"x6" Aluminum Panel 0.202 same 0.202 0.198 186 141 569 30041-134 10100 32 25 22 0.032"x2"x6" Aluminum Panel 0.269 same 0.269 0.269 262 224 894 30041-134 10100 32 25 22 0.036"x2"x6" Aluminum Panel 0.303 same 0.303 0.303 295 267 1051 30041-134 10100 32 25 22 Aluminum Headers 0.042"x3"x8" Aluminum Headei 7.907 same 7.907 7.907 1061 1019 609 30041-134 10100 32 25 22 Double 0.042"x3"x8" Aluminum Headei 15.814 same 15.814 15.814 2122 2038 1218 30041-134 10100 32 25 22 Double 0.040"x2"x6.625" Aluminum Header 7.746 same 7.746 7.746 1664 1560 1254 30041-134 10100 32 25 22 Aluminum Fascia 6.5' RF Fascia 3.356 same 3.356 3.356 1363 1328 3625 30041-134 10100 32 25 22 California Extruded Fascia 3.09 same 3.09 3.09 1264 1169 4259 6063T6 10100 30 25 25 Classic Extruded Fascia 6.026 6.026 6.026 6.026 3385 2673 11595 6061T6 10100 38 35 35 5.5" Extruded Fascia 3.46 same 3.46 3.46 2405 1594 6024 6105T5 10100 38 35 35 Alaskan Fascia 3.95 same 3.95 3.95 2405 2024 7739 6105T5 10100 38 35 35 4"x3" Ibeam 3.617 same 3.617 3.617 2366 2281 2350 6063T6 10100 30 25 25 . 7"x4" Ibeam 13.857 same 13.857 13.857 6513 6513 4991 6105T5 10100 38 35 35 Steel Headers 0.041"x3"x3" Steel Cloverlea 0.7723 0.7723 n/a n/a 1028 1028 6694 ASTM A653 Grade 40 29000 55 40 12 Gauge Steel C Beam 14.139 14.139 n/a n/a 9104 9104 24543 ASTM A653 Grade 50 29000 65 50 16 Gauge Steel C Bearr, 7.652 7.652 n/a n/a 4927 4927 4788 ASTM A653 Grade 50 29000 65 50 Double 12 Gauge Steel C Bean 28.278 28.278 n/a n/a 18208 18208 49086 ASTM A653 Grade 50 29000 65 50 ICC ESR 1398 6/1/2010 Page 59 of 59 M7-2006