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10-0432 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number. X10-00000432 / Property Address: 79215 DESERT STREAM DR APN: 604-344-004-11 -25363 - Application description: PATIO COVER - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 4150 Appljcant: Tiht 4 4 Qum& Architect or Engineer: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjur th t I am I'tensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Bu ine s and P fessionals Code, and my License is in full force and effect. License Class: D03 / License No.: 835140 Date /Contractor: -1 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 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.). (_ I I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ ) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.I. Lender's Name: _ Lender's Address: LQPERMIT Owner: HORTON TODD 79215 DESERT LA QUINTA, CA ( STREAM D) 92253 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 5/18/10 Contractor: a ATLAS AWNING & SCREEN, 754 S. WILLIAMS ROAD PALM SPRINGS, CA 92264 (760)327-8466 Lic. No.: 835140 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: • I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier EVEREST NATL Policy Number 7600004167101 I certify that, in the performance of t e work for which this permit is issued, I shall not employ any person in any manner s to b come subject to the workers' compensation laws of California, and agree that, if I shf1dalec a subject to the workers' compensation provisions of Section 3700 of the Labor , s forthwith comply with those provisions. Date:-__ pA picl ant: WARNING: FAILURE TO SECURE ORK ERS' 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 a ve informatio2jaxepmlf. I agree to comply with all city and county ordinances and state laws relating to buildin c n, and hereby authorize representatives of this county to enter upon the above-mentioned.property tion pureoses. Date: Signature -(Applicant -or Agent): i LQPERMIT Application Number . . . 10-00000432 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee 72_00'. Plan Check Fee 46.80 Issue Date Valuation 4150 Expiration Date 11/14/10 Qty Unit Charge Per Extension BASE FEE' 45.00 3.00.. 9.0000 THOU BLDG 2,001-25,000 27.00 ---------------------------------------------------------------------------- Special Notes and Comments ALUMAWOOD LATTICE SHADE CPVER 13 LN FT X 24 LN 'FT PER'" APPROVED ' PLANS2006 `IBC ; -`'-` 2007 CBC CODES ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 Fee summary Charged Paid Credited Due Permit Fee Total 72.00 .00 .00 72.00 Plan Check Total 46.80 .00 .00 46.80 - Other Fee -Total 1.00 .00 .00 1.00 Grand Total 119.80 .00 .00 119..80 i iJOQT10 18 � r 37 11 - /�i�Or� E o j_ U n R W OO O L. 97 -IrM COu e 2 13 �ayr 3r2 �j 13r COr_ae- w'q'Tj Il kyr I1 IZ e E 92 P�'OPr-(�ry LANE M N4 0 N 0— For: %moi$ WN/NG AfM SCREEN 7 m 754 Williams Rd., Palm Springs, CA 92264 Lic #: 835140 L PH: 327-8466 FAX: 327-8467 Park: Phone: i iJOQT10 18 � r 37 11 - /�i�Or� E o j_ U n R W OO O L. 97 -IrM COu e 2 13 �ayr 3r2 �j 13r COr_ae- w'q'Tj Il kyr I1 IZ e E 92 P�'OPr-(�ry LANE M N4 0 N 0— Bin # Submittal City Of La Quinta Building 8T Safety Division P.O. Box 1504, 78-495 Calle Tampico r La Quinta, CA 92253 - (619) 777-7012 Building Permit Application and Tracking Sheet Permit # p Project Address: 7c2 PERMIT FEES Owner's Name: A. P. Number: Address: -79 Legal Description: City, ST, Zip: a��3 Contractor: Address: — L 4 Tele ho ne: P Project Description: City, ST, Zip• Reviewed, ready for corrections Telephone PCal Plan Check Deposit State Lic. # : Arch., Engr., Designer: City Lic. #: Address: Plan Check Balance City, ST, Zip: Title 24 Calcs. Telephone: Plans picked up Construction Type: Occupancy: ane Y State ic.#• Project type (circle one) New Add' n Alter Repair Demo Name of Contact Person: Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: School Fees APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Grant Deed Plans resubmitted Mechanical School Fees 21° Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Planning Approval Plans picked up S.M.I. Pub. Wks. Appr Plans resubmitted Grading H.O.A. Approval '"' Review, ready for corrections/issue Developer Impact Fee Called Contact Person A.I.P.P. E, Date of permit issue Total Permit Fees Amerimax Building Products Patio Cover, Carport and Commercial Structure Engineerin! PAGES DRAWING SECTION DESCRIPTION 2 PAGES GN01-2006 GENERAL NOTES GN02-2006 4 PAGES SC01-2006 SOLID PANEL STRUCTURAL CONFIGURATIONS SCO2-2006 SOLID PANEL DETAIL CALLOUTS SC03-2006 ALUMAWOOD STRUCTURAL CONFIGURATIONS SC04-2006 ALUMAWOOD DETAIL CALLOUTS 1 PAGE 1 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 4 PAGES 2 - 5 4 PAGES' 6-9 3 PAGES LT01-2006 LT02-2006 LT03-2006 1 PAGE 1 10 PAGES 2-11 10 PAGES 12-21 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 5 PAGE M1-2006 M2-2006 M3-2006 M4-2006 M5-2006 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 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 4/27/2009 April 27, 2005 GENERAL NOTES: 1. DESIGNED IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING CODE. THIS REVIEW INCLUDES THE 2007 CALIFORNIA BUILDING CODE PROVISIONS THAT ARE LOCALLY ENFORCEABLE AND UNDER THE JURISDICTION OF CITY AND COUNTY BUILDING OFFICIALS. PROVISIONS RELATED SPECIFICALLY TO HOSPITIALS AND PUBLIC SCHOOLS IN CALIFORNIA ARE NOT PART OF THIS REVIEW. 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2000 EDITION OF ALUMINUM ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE INTERNATIONAL BUILDING CODE. 3. 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 LIVE OR GROUND SNOW 20 PSF LIVE OR GROUND SNOW 21 PSF 25.2 PSF 33.6 PSF 50.4 PSF WIND SPEEDS IN THE 2006 IBC ARE "3 SECOND GUST WIND SPEED." ALL STRUCTURES DESCRIBED IN THIS REPORT ARE DESIGNED USING PRESSURES CALCULATED FORM "3 SECOND GUST WIND SPEEDS". 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 L-AP.GER: EXPOSURE B SHALL.BE.ASSUMED UNLESS THE SITE MEET 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) MAXIMUM Ss = 55% FOR 40 PSF AND 60 PSF GROUND SNOW LOADS. SEE GENERAL NOTE #20 S1 NOT APPLICABLE TO THESE STRUCTURES SITE CLASS = D BASIC SEISMIC FORCE RESISTNG SYSTEM POSTS SURFACE MOUNTED = GENERIC SYSTEM » R= 1.25 ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE 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. 4/27/2009 1 ENGINEERS STAMP 2019 s• `� ' erimaX 5208,00 ENNYSON PARKWAY STEBUILDING PRODUCES, INC. PLANO, TEXAS 75024 IAWN or CMP ALL: IDRAWING NONE MOA&SAR GENERAL NOTES GN01-2006 1 1 OF 2 s© PRINTED ON 4/29/2009 /IAPMO ES REI 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 2'-6" OF POSTS. POSTS SHALL BE SET BACK A MINIMUM OF 4 INCHES FROM EDGE OR EXPANSION JOINT OF A SLAB. POSTS WILL COMPLY WITH THE CORNER DISTANCES OF TABLES SLAB1 AND SLAB2 OF SHEET M5 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 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. 7. 20 PSF AND HIGHER LIVE LOAD STRUCTURES MAY BE USED 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. STEEL BOLTS SHALL BE ASTM A-307. AND, HOT DIPPED GALVANIZED, ;MECHANICALLY GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED'OR 3000 SERIES. STAINLESS STEEL 10. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 11. STEEL FASTENERS SHALL BE EITHER STAINLESS (3000 SERIES), GALVANIZED OR DOUBLE CADMIUM PLATED. CONCRETE ANCHOR BOLTS ARE 3/8" W/ 2" EMBED STAINLESS STEEL HILTI KWIK BOLT TZ (ICC ESR 1917) OR EQUIVALENT. ANCHORS ATTACHED TO CONCRETE SLAB WILL HAVE ALLOWABLE TENSILE OF 750 LBF AND SHEAR OF 500 LBF. 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 0, U, AND X) MAY BE LOCATED ANYWHERE. k 14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC ESR -5202, OR EQUIVALENT. 15. ATTACHED STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT AD ENGINEERING ANALYIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY. 16. ROOF PANELS ARE CLASS "B" FIRE RATED. 1�* 17. STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE. NOV 18 2009 IAPMO PAGE NUMBER 2 OF 57 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 7.50LBS AND THE POST SPACING SHALL NOT EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB. THE MAXIMUM CONNECTION UPLIFT LOAD IS 800 LBS FOR 9OMPH EXP C WIND SPEED. CONNECTIONS ARE FOR MAXIMUM PATIO ROOF HEIGHTS OF 12FT. 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. THE MAXIMUM HEIGHT ABOVE GRADE IS 12. CONSTRUCTION OUTSIDE OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING. 20. ANY UNIT BUILT WITH A ROOF SNOW LOAD GREATER THAN 30 PSF IN A SEISMICALLY ACTIVE AREA MAY REQUIRE ADDITIONAL ENGINEERING AT THE DISCRETION OF THE LOCAL BUILDING AUTHORITY. UNITS ATTACHED TO ONE AND TWO FAMILY DWELLINGS W/ Ss < 0.55, SITE CLASS D DO NOT REQUIRE ADDITIONAL SESIMIC ANALYSIS PER 1613.1 EXCEPTION #1. 21. DRIFTING SNOW IS ADDRESSED IN DETAIL BR. 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: (PE INS 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. OP N LATTICE STRUCTURES SHALL NOT BE ENCLOSED. 3. SI GLE SPAN LATTICE STRUCTURES THAT USE,DETAILS L13, L14 OR L25 MUST COMPLY WITH TABL L1 AND L2 ON SHEET M5. 1, Jrrr�r PA P� PFCAL E020R9 STAMP ' AmerimaX 5208 TENNYSON PARKWAY BUILDING PRODUCTS. INC. SUITE 100 PLANO. TEXAS 75024 :CMP DRAWING NONE TORR PART GENERAL NOTES GN02-2006 2 OF 2 NKIN 1 tU ON 4/29/2009 r LENGTH VARIES OF PROJECTION O' O N. PO PROJECTION MIN. �NGTH 75% LENGTH g 01W � SPA • MIN. SLOPE 0.50%FT. MI SEE SCHEDULE FOR NERS PANEL SINGLE SPAN 10 SM FASTE ATTACHED PATIO NO. OF N COVERS DO NUT STRUCTURAL PANEL REQUIRE FOOTINGS DCrAtL Ac FASCIA x HEADER NSTALL w COLUMN POST = VERTICAL i FASCIA TYPE HEADER PROVIDE 1 CONCRETE SLAB DRAIN REQ'D W/ CONSTRAINED FOOTINGS SEE SCHEDULE FOR FOOTING SIZE. SINGLE SPAN ATTACHED STRUCTURE POST POST HEADER —LDnvm ZSTALL HEADER HEADER COLUMN VERTICALLVY _ SILCOLTYP -PROVIDE 1 1/2" DRAIN 3.5' CONCRETE SLAB REO'D W/ •d 'd• 'e• CONSTRAINED FOOTINGS MULTISPAN ATTACHED STRUCTU SEE SCHEDULE FOR FOOTING SIZE •d• •d• SINGLE SPAN ATTACHED CANfREVERED STRUM 25% POST SPACING IBM: SEE SCHEDULE FOR POSTS. ALL POSTS TO BE INSTALLED VERTICALLY. MAY HAVE MORE THAN 2 POSTS (PER INTERMEDIATE BEAM). MULTISPAN FREESTANDING STRUCTURE CO - sed' �\a• scysO�P,�Q �. 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS PFOB = Sp,QN MAX. O'HANG 25% OF ' POST SPACING SEE SCHEDULE FOR POST SPACING N 'f9�ON 3.5' CONCRETE SLAB REQ'D W/ 6 CONSTRAINED FOOTINGS SEE SCHEDULE FOR SIZE d STEEL POST DETAIL AQ OR N29 ONLY SINGLE SPAN FREESTANDING STRUCTURE I,FSIGTH VARIES '\ FOR POST SIZE SEE POST SCHEDULES1 J:FASCIA PANEL RE HEADER ci ui STEEL = POST PRrO IDE 1. 1/2 3.5' CONCRETE SLAB REQ'D W/ •d• 1 I CONSTRAINED FOOTINGS L jZ— SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY 4/27/2009 ENGINEERS STAMP P4jX PANEL M Y INTERMEDIATE HEADER STRUCTURAL PANEL = OVERHANG 25% 0MAXIMUM OF CLEARSPAN OHANG. 25% COL. STEEL POST = SPACING PROVIDE 1 1�2" -- d SEE SCHEDULE FOR SIZE DRAIN I DETAIL AQ OR N29 ONLY I W112 3,5' CONCRETE SLAB REQ'D W/1'� n . CONSTRAINED FOOTINGS MULIISPAN ATTACHED CANTILEVERED STRUCTURE PATI❑ COVERS ARE LIMITED TO 12' SCHEDULES.PRa HEIGHT. CARPORTS AND COMMERCIAL VARIES. SEE STRUCTURES ARE LIMITED TO 18'P PAA HEIGHT. POST POST HEADER —LDnvm ZSTALL HEADER HEADER COLUMN VERTICALLVY _ SILCOLTYP -PROVIDE 1 1/2" DRAIN 3.5' CONCRETE SLAB REO'D W/ •d 'd• 'e• CONSTRAINED FOOTINGS MULTISPAN ATTACHED STRUCTU SEE SCHEDULE FOR FOOTING SIZE •d• •d• SINGLE SPAN ATTACHED CANfREVERED STRUM 25% POST SPACING IBM: SEE SCHEDULE FOR POSTS. ALL POSTS TO BE INSTALLED VERTICALLY. MAY HAVE MORE THAN 2 POSTS (PER INTERMEDIATE BEAM). MULTISPAN FREESTANDING STRUCTURE CO - sed' �\a• scysO�P,�Q �. 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS PFOB = Sp,QN MAX. O'HANG 25% OF ' POST SPACING SEE SCHEDULE FOR POST SPACING N 'f9�ON 3.5' CONCRETE SLAB REQ'D W/ 6 CONSTRAINED FOOTINGS SEE SCHEDULE FOR SIZE d STEEL POST DETAIL AQ OR N29 ONLY SINGLE SPAN FREESTANDING STRUCTURE I,FSIGTH VARIES '\ FOR POST SIZE SEE POST SCHEDULES1 J:FASCIA PANEL RE HEADER ci ui STEEL = POST PRrO IDE 1. 1/2 3.5' CONCRETE SLAB REQ'D W/ •d• 1 I CONSTRAINED FOOTINGS L jZ— SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY 4/27/2009 ENGINEERS STAMP P4jX E D' PRINTEM WADER/POST ComEETmN DETAILS AC Or PAGE 48 AR. AS, AT. AIL A%. AT OF PAGE 50 IN Or PAGE 51 ,L. ILI OF PAGE 52 STRUCTURAL FASCIA DETAILS E. F , G OF PAGE 44 H, 1, K. L, M, N OF PAGE 45 P OF PAGE 46 BE OF PAGE 51 STRUCTURAL PANEL DETAILS A, B. C. D OF PAGE 44 POST/SLAB/FOOTING CONNECTION DETAILS- F--7---T— AC, AD OF PAGE 48 I I I Al, AL, AN, AP, AO OF PAGE. 49 SINGLE SPAN ATTACHED STRUCTURE CANTILEVER HEADER DETAILS HEADER/POST CONECTIOI DETAILS 0, T OF PAGE 46 AC OF PAGE 40 U, % ,V, Y DF PAGE 47 AR, AS, AT, AU, A%. AT li PAGE 50 AV OF PAGE 50 VALL/PMEL CONNECTION DETAILS 9L• BJ OF PAGE 52 J OF PAGE 43 AV OF PAGE 50 AZ, BB, BD, EF. BG 6 PACE 51 Bl, IN IF PAGE 52 WADER/POST CONNECTION DETAILS AC OF PAGE 48 AR. AS. AT, AU. AIL AT GE PACE SD BL RJ Is PAGE 52 ;T DETAILS 4A OF PAGE 47--/POST/SLAB/FOOTING CONNECTIONDETAILS AF, AG, AH OF PAGE 48 AC, AD OF PAGE 48 OF PAGE 52 Al, AL, AM, AP, AO DF PAGE 49 SINGLE SPAN ATTAC!}FD f/JITRIMM STR XME MULTISPAN ATTACHED CANTILEVERED STRUCTURE STRUCTURAL PANEL HEADER/POST NSINNNSTmI DETAILS DETAILS AC OF PAGE 48 A, B, C, D OF PAGE 44 AR, AS. AT. AI, A%, AT 1s PAGE 5o IL, BJ If PAGE Y-1 HEADER DETAILS E, F G OF PAGE 44 H, I, K, L, M, N OF PAGE 45 P, 0, T OF PAGE 46 U, % ,V, Y OF PAGE 47 AV OF PAGE 50 BE OF PAGE 51 H ADER/POST COHEDTmN AC 6 AR, AS, AT, AU, A), AT OF IL, SJ OF MOMENT FOOTING DETAIL AO OF PAGE 49 STRUCTURAL PANEL DETAILS A, B. C, D OF PAGE 44 VALL/PANEL CONNECTION DETAILS J IF PAGE 45 AV OF PAGE 50 AZ, BB, BD, IF, BG OF PAGE 51 Bl. BN 6 PAGE 52 VALL/PNEL CONNECTION DETAILS J GE PAGE 47 AV OF PAGE 50 AL BB. BD, IF, RG OF PAGE 51 81, BN If PAGE 52 MUUISPAN ATTACHED STRUCTURE MOMENT FOOTING DETAIL AO OF PAGE 49 vALL&ANEL compELTmN DETAILS J GE PACE 47 AV IS PAGE 50 AL BB, BD. RF, BG Ni PAGE 51 IS, BN IF PAGE 52 .. MULDSPAN FREESTANDING SIR RE HEADER/POST CONNECTION AC OF AR, AS, AT, AU, A14 AT li BL BJ IF FREESTANDING/MULTISPAN POST DETAILS ,{Ir AG, AH OF PAGE 48 / II STRUCTURAL PANEL DETAILS A, B, C. D OF PAGE 44 ii y MOMENT FOOTING DETAIL. AO OF PAGE 49.: HEADER DETAILS SINGLE SPAN FREESTANDING STRUCTURE E, F , G OF PAGE 44 STRUCTURAL PANEL H, I, K, L, M, N OF PAGE 45 ICADER/POST CONNECTION DETAILS DETAILS P, 0, T OF PAGE 46 AC OF PAGE 48 F—A, B, C, D OF PAGE 44 U, % ,V, Y OF PAGE 47 AR, AS, AT, Au. AX.AT OF PAGE 50 BL BJ OF PAGE R TISPAN POST DETAILS AG, AN OF PAGE 48 AV OF PAGE 50 BE OF PAGE 51 I`T jZ- MOMENT FOOTING DETAIL .AQ.OF PAGE 49 1 1 Nov 18 a 4/27/2009 ENGINEERS STAMP � M P(/r • yNti 16- 139 139 . &30/201 AmeAmax 5�odTENNYSON PARKWAY. BUILDINC PRODUCTS. LSC. SUITE 100 PLANO, TEXAS 75024 CMP CAU: DKAWING I NONE NAM SOLID PANEL DETAIL CALLOUTS ATE DRAWING SHEET I PR PART SCO2-2006 2 OF 4 ! PRTnTED-OITM LATTICE OVERHANG 36' MAX 24' MAX FOR 30 PSF SNOW LOAD OR HIGHER 0. T #0113 MULTISPAN FREESTANDING LATTICE STRUCTURE �3 MAXIMUM •• O�� RAFTERSSE OVERHANG �p�EG�G� --IS OF CLEARARSPAN LATTICE OVERHANG 36' MAX 24' MAX FOR 30 PSF SNOW LOAD OR POST HT HIGHER SINGLE SPAN ATTACHED PATIO COVERS DO NOT 3.5' CONCRETE SLAB Y i REQUIRE FOOTINGS REO'D W/ CONSTRAINED - - d r J - - FOOTINGS �� �I'•�• SEE SCHEDU UrNGTN VARILES• ES. OF PROJECTION FASCIA C MIN• LENGTFI 75% / SINGLE SPAN ATTACHED LATTICE STRUCTURE O'HANG- MULTISPAN U1,411 J REFER TO GENERAL NOTE 22. 3.5' CONCRETE SLAB REWD W/ CONSTRAINED FOOTINGS SEE SCHEDULE FOR SIZE DETAIL L29 ONLY TE SLAB REQ'D 3.5' CONCRETE SLAB REQ'D INED FOOTINGS W/ CONSTRAINED FOOTINGS S06 F SPAN ATTACHED CANnLlkRED SIRUCIURF SINGLE SPAN FREESTANDING LATTICE STRUCTURE TW. TW TW TW VERHANG i FREESTANDING STRUCTURE ATTACHED STRUCTURE TRIBUTARY WIDTH (TW) DIAGRAM 4/27/2009 ENGINEERS STAMP RAFTER SPAN R SPAN) OR MORE SPANS PLACE 1— 1/2' OX 6• STL BAR AS SHOWN SEE SCHEDULE FOR SI; DETAIL L29 ONLY Mv18209 OF CLEAR SPAN yFC, WALL CONNECTION DETAILS L7,LIO.OF-PAGE.. 16 -:—,L17, L22 ON PAGE' 17..,, L28 ON PAGE IS - -- F►` + i LATTICE TUBE AND CDNNECTIDN DETAILS it L3, L6 OF PAGE 16 RAFTER CONNECTION DETAILS L9 OF PA G 16 Nix L30 OF PAGE 18 HEADER/WALL CONNECTION DETAIL L15 OF PAGE 16 DETAILS Ll, L2, L3 OF PAGE 16 HEADER DETAILS L1, Le, L12 OF PAGE 16 L18 OF PAGE 17 { POST DETAILS L4, Lll OF . PAGE 16 . L21 OF PAGE 17 L24 OF PAGE 18 POST BOTTOM CONNECTION DETAILS POST/FOGTING--- F` L13, L14 OF PAGE 16� CONNECTION DETAIL lY j Les, L29 of PAGE 1e L29 OF PAGE 18 HEADER/POST CONNECTION DETAILS SIN GLE- SPAN �ATTACHED L 8y ❑F°tF'F1GE X16 LATTICE.,STRUCTURE L16, L19, L23 OF PAGE 17 L26,. L27 OF PAGE:rs18 GUTTER/RAFTER TAIL CONNECTION DETAILS 144, N5 OF PAGE 40 NIB OF PAGE 41 N23, N28 OF PAGE 42 N31 OF PAGE 43 HEADER/POST CONNECTION DETAILS--- N22, ETAILS--- N22, N24 OF PAGE 42 1432, N35 OF PAGE 43 POST DETAILS 1411, N14, 1416, N17 OF PAGE 41 POST/SLAB/FOOTING CONNECTION DETAILS N8 OF PAGE 40 N12, N13 OF PAGE 41 U29 OF PAGE 43 HEADER DETAILS N9 OF PAGE 41 N25 OF PAGE 42 N30 DF PAGE 43 PANEL/WAL CDNNECTIDN E N18 DF PAG 41 STRUCTURAL N21, N26, N OF PAGE 42 PANEL DETAILS N33, N34 OF GE 43 N1, N3 OF PAGE 40 ,�-• 1--l—.i SINGLE SPAN ATTACHED CMLUM S?RUMRE Nnv 1 R 14 SINGLE SPAN FREESTANDING LATTICE STRUCTURE 4/27/2009 ENGINEERS STAMP 'RAFTER CONNECTION DETAILS L9 (IF PAGE 16 L30 OF PAGE 18 `— HEADER/POST CONNECTION DETAILS L8, L12 OF PAGE 16 L16, L19, L23 OF PAGE 17 L26, L27 OF PAGE 18 POST DETAILS Lll OF PAGE 16 L21 DF PAGE 17 LATTICE TUBE AND CDNNECTIDN DETAILS L3, L6 OF PAGE 16 RAFTER CONNECTION DETAILS L9 OF PAGE 16 L30 OF PAGE 18 POST DETAILS LII OF PAGE 16 L21 OF PAGE 17 r- 1 I — POST/FOOTING CONNECTION DETAIL L29 OF PAGE 18 5208 TENNYSON PARKWAY B[9LDL�C PRODUCfS,1NC SUITE 100 PLANO, TEXAS 75024 Ur i;,, CMP VIF— DRAWING • NONE OR PART ALUMAWOOD DETAIL CALLOUTS VE: DRAWING SHEET i1" NRuRFRT SC04-2006 4 OF 4 I PRINTED ON 4/29/2009 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 0.024"v9"vA A95" Rafter lMuRiananl n m9"Yr'YA A95" pnft- im.micnanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 90 110 120 130 10 24" 7'-11" T-11" 6'-11" 6'-0" LIVE 20" 9'-0" 9'-0" 8'-0" T-0" 20 16" 10'-5' 10'-5" 9'-5" 8'-3" LIVE 12" 12'-6" 12'-6" 10'-6" 8'-11" 20 24" 4'$" 4'-8" 4'-8" 4'-8" LIVE 20" 5'-5" 5'-5" 5'-5" 5'-5- 30 16" 6'-5" 6'-5" 6'-5" 6'.5- 12" 7'-11" 7'-11" 7'-11" 7'-11" 25 24" 4'-6" 4'-0" 4'-6" 4'$" 20" 5'-2" 5'-2" 5'-2" 5'-2" 600.04"0" 16" 6-2" 6'-2" 6'-2•• 6'-2•' 12" 7'-8" 7'-8" T-8" 7'-8" 30 24" 3'-10" 3'-10" 3'-10" 3'-10" 20" 4'$" 4'-6" 4'-6" 4'-6" 16" 5'-4" 5'-4" 5'-4" 5'-4" 12" 6'-8" 6'-8" 6'-8" 6'-8" 40 24" 3'-0" 3'-0" 3'-0" 3'-0" 20" 3'-6" 3'-6" 3'-6" 3'-0" 16" 4'-3" 4'-3" 4'-3" 4'-3" 12" 5'-4" 5'-4" 5'-4" 5'-4" 60 24" 2'-0" 2'4" 2'-0" 3'-5" 20" 2'-5" 2'-5" 2'-5" 2'-5- 16" 3'-0" 3'-0" 3'-0" 3'-0" 12" 3'-10'• 3'-10" 3•-10'• 3'-10'• Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 90 110 120 130 10 24" 11,-7" 11'-7" 11'-7" 11'-1" LIVE 20" 13'-0" 13'-0" 13'-0" 12'-5" 20 16" 14'-11" 14'-11" 14'-11" 14'-1" LIVE 12" 17,-7" 17'-7" 17'-7" 16'-5" 20 24" 7'-2" 7'-2" 7'-2" 7'-2" LIVE 20" 8'-2" 8'-2" 8'-2" 8'-2" 30 16" 9,-7" 9,-7" 9,-7„ 9'-7" 12" 11'-7" 11'-7" 11'-7" 11'-7" 25 24" 6-11" 6'-11" 6'-11" 6'-11" 20" 7'-11" 1 7'-11" 7'-11" 7'-11" 600.04"0" 16" 9,-3„ 9,-3" 9,-3" 9,-3„ 12" 11'-3" 11'-3" 11'-3" 11'-3" 30 24" 6'-0" 6'-0" 6'-0" 6'-0" 20" 6'-11" 6'-11" 6'-11" 6'-11" 16" 8'-2" 8'-2" 8'-2" 8'-2" 12" 9'-11" 9'-11" V-11" 9'-11" 40 24" 4'-10" 4'-10" 4'-10" 4'-10" 20" 5'-7„ 5,-7„ 5,-7„ 5,-7„ 16" 6'-7" 6'-7" 6'-7" 6--7- 12" 8'-2" 8'-2" 8'-2" 8'-2" 60 24" 3'-5" 3'-5" 3'-5" 3'-5" 20" 4'-0" 4'-0" 4'-0" 4'-0" 16" 4'-10" 4'-10" 4'-10" 4'-10" 12" 6'-0" 6'-0" 6'-0" 6'-0" IAPMO ES REPORT #0113 n ndn"v9"vR A95" RaApr lMiJtimanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 90 110 120 130 10 24" 15'-0" 15'-6" 15,-6" 15'-6" LIVE 20" 17'-3" 17'-3" 17'-3" 17'-0" 20 16" 19'-7" 19'-7" 19'-7" 18'-10" LIVE 12" 22-4" 22'-4" 21,-8„ 20'-0" 20 24" 9'-11" 9'-11" 9'-11" 9'-11" LIVE 20" 11'-2" 11'-2" 11'-2" 11'-2" 30 16" 12'-11" 12'-11" 12'-11" 12'-11" 12" 15'-6" 15'-6" 15'-6" 15'-6" 25 24" 9'-7" 9'-7" 9'-7" 9'-7" 20" 10,-10" 10'-10" 10'-10" 10'-10" 600.04"0" 16" 12,-6" 12'-6" 12,-6" 12'-0" 12" 15'-0" 15'-0" 15'-0" 15'-0" 30 24" 8'-5" 8'-5" 8'-5" 8'-5" 20„ 9,-7„ 9,-7„ 9,-7„ 9,-7„ 16" 11,-2" 11'-2" 11'-2" 11'-2" 12" 13'-5" 13'-5" 13'-5" 13'-5" 40 24' 6'-9" 6'-9" 6'-9" 6'-9" 20" T-9„ T-9„ 7'-9" 7'-9„ 16" 9,-2" 9'-2" 9,-2„ 9,-2„ 12" 11,-2" 11'-2" 11'-2" 11'-2" 60 24" 4'-11" 4'-11" 4'-11" 4'-11" 20" 5'-8" 5,-8" 5'-8" 5'-8" 16" 6'-9" 6'-9" 6'-9" 6'-9" 12" 8'-5" 8'-5" 8'-5" 8'-5" n nae"v3"v A" Pnft- Wtiltknanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 90 110 120 130 10 36" 13,-4" 13,-4„ 13,-4" 13,-4" LIVE 30" 15'-0" 15'-0" 15'-0" 14'-11" 20 24" 17'-2" 17'-2" 17'-2" 16'-11" LIVE 16" 21'-9„ 21'-9" 21'-9" 20'-10" 20 36" 8'-2" 8'-2" 8'-2" 8' -2 - LIVE 30" 9'-4" 9'-4" 9'-4" 9'-4" 30 24" 11,-0" 11'-0" 11'4" 11'-0" 16" 14'-4" 14'-4" 14,-4" 14,4" 25 36" 7'-10" T-10" 7'-10" T-10" 30" 9'-0" 9'-0" 9'-0" 9'-0- 600.04"0" 24" 10'-7" 10'-7" 10'-7" 10'-7" 16" 13,-11" 13'-11" 13'-11" 13'-11" 30 36" 6-10" 6'-10" 6-10" 6'-10" 30" 7'-10" T-10" 7'-10" T-10" 24" 9,4„ 9,-4" 9-4„ 9,-4„ 16" 174" 12'-4" 12,4" 12,4" 40 36" 5'-5" 5'-5" 5'-5" 5'-5" 30" 6'-3" 6'-3" 6'-3" 6'-3" 24" 7'-0" 7'-6" 7'-6" 7'-6" 16" 10,-2" 10'-2" 10'-2" 10,4„ 60 36" 3'-10" 3'-10" 3'-10" 3'-10" 30" 4'-6" 4'-6" 4'-6" 4'-6" 24" 5'-5" 5'-5" 5'-5" 5-5- 16" 7'-6" 1 7'-6" 7'-6" 7'-6" IAPMO PAGE NUMBER 7 OF 57 3"v3" Rahpr nn nlr Widfisnan nr Sinnlpl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 90 110 120 130 10 0.024" 11,-8" 11'-8" 11'-8" 11'-8" LIVE 0.040" 16'-5" 16'-5" 16'-5" 15'-10" 20 0.024" 7'-11" 7'-11" 7'-11" 7'-11" LIVE 0.040" 13'-0" 13'-0" 13'-0" 13'-0" 25 0.024" 7'-8" 7'-8" 7'-8" 7'-8" 0.040" 12'-10" 12'-10" 12'-10" 12'-10" 30 0.024" 6'-11" 6'-11" 6'-11" 6'-11" 12'-0" 12'-0" 12'-0" 12'-0" 40 0.024" 5'-9" 5'-9" 5'-9" 5'-9"-0 0.040" 10'-6" 10'" 10'-6" 10'-6" 600.04"0" 0.024" 4'-5" 4'-5" 4'-5" 4'-5" 0.040" 64" 8'-4" W-4" 1 8'-4" Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 ca rfoutnam(cDcomcast.net I At7LC 1.5 Y BE DOUBLED IF E TO 48" O/C Y''' �r^A M 8813 X i4/:lnMn� )9 I PRINTED ON 4/29/2009 1 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND MPH WIND AREA: IAPMO ES REPORT #0113 Detail 1.12) TABLE 2.11 Attached I Freestanding or Attached Freestanding or Attached Freestanding or 7At3LE 2.1 SWcture Multis an Units Structure Multis an Units Structure IMultispan Units GROUND I TRIG I MAX POST MAX MAX POSTLENGTM MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND 7R18 MAX POST MAX SNOW WIDTH POST REO'D POST MIN FOOTER 8' I 10' I 17 POST MIN FOOTER B' I 10' I 17 POST MIN FOOTER 8' I 10' I 17 SNOW WIDTH POST REO'C POST LOAD (FT) SPACING FOR IS PACIN POST SIZE CONSTRAINED FOOTE SPACINGPOST SIZE CONSTRAINED FOOTE SPACING POS SIZE CONSTRAINED FOOT LOAD (FT) SPACING FOR SPACIN (PSF) ON SLAB SLAB (FT) TYPE 'd 'd 'd "d (FT) TYPE 'd 'd' I 'd' I 'd (FT) TYPE 'd 'd I -d 'd (PSF)0 SLAB (FT) (F7 (i1 (m) (in) M) ON C) (in) (in) (in) (n) C.Ml (FT) 10 3 276' A 15'-0" A 17 24 25 26 22'-2" A 19 26 27 29 15'-8' A 17 23 24 26 LIVE 3.5 19S' A 13'6" A 17 23 25 26 20'•T B 20 25 27 28 14'-T A 10 22 24 25 21 4 /7'4' A 17-3" A 18 23 24 25 19'-3" B 20 25 27 26 12'-11" A 18 22 23 25 21 4.5 15-1" A 11'-T A 16 22 24 25 18'-T B 21 25 26 28 11'-11" A 18 22 23 24 20 5 13'-T A 103' A 18 22 23 24 1T-3' 8 21 24 26 27 11'-0' A 18 21 23 24 20 5.5 12'-4" A 9'•T A 18 22 23 24 18'-7 8 21 24 26 27 10'-3" A 18 21 22 24 20 8 11'4" A 8'•11' A 18 21 23 24 15'-2" B 22 24 25 27 9'6" A 19 21 22 23 19 6.5 10'-5" A V -S A 16 21 22 23 14'4- C 22 23 25 26 9'-1" A 18 20 22 23 19 7 916" A 7'-11' A 18 21 22 23 13'-7' C 22 23 25 26 8'-T A 19 20 22 23 19 7.5 9'-1- A T-5' A 18 20 22 23 17.11" C 22 23 24 26 8'-/" A 18 20 21 22 /B 8 8'6" A 7'.1' A 18 20 22 23 173" C 22 23 24 25 T-9" A 19 20 21 22 19 8.5 e' -W A 6'-9' A 19 20 21 22 11'-9" C 22 22 24 25 T-0' A 19 20 21 22 19 B 7'6' A 6'S' A 19 20 21 22 11'-3- C 22 22 24 25 T-0" A 19 19 21 22 1B 9.5 T-2' A T-1" A 19 20 21 22 10-10" C 23 23 23 25 6'•9" A 18 18 21 22 20 10 T-9' A 5'-10" A 18. 19 21 22 10'-5" C 23 23 23 25 8'-5" A 19 19 20 22 11 6'-7 A 5'3' A 19 19 20 22 9'6" C 23 23 23 24 5'-11" A 19 19 20 21 24 12 F-8' A F-0' A 19 19 20 22 Ir -V C 23 23 23 24 5'6' A 20 20 20 22 23 13 5'•2" A 4'-7' A 19 19 21 22 8'-5" C 23 23 23 23 5'-T A 20 20 21 22 22 A1PH FYPl1CI IPF !` I 4.5 4'-0" A 4'3' B 13 18 20 21 T-11' 10 3 22'6" A 15'-0" A 20 26 28 29 22'-2' A 22 29 30 32 15'6' A 20 25 27 28 LIVE 3.5 19'S A 13'6' A 20 26 27 29 20'-T B 23 28 30 31 14'-2" A 20 25 26 28 21 4 17'6' A 12'.3- A 20 25 27 28 19'-3' B 24 28 30 31 12'-11' A 21 24 26 27 21 4.5 15'-1" A 11'•2- A 20 25 26 28 18'-T B 24 27 29 31 11'-11' A 21 24 26 27 20 5 13'•7' A 10'3' A 21 24 26 27: 17'•3' B 24 27 29 30 11'-0' A 21 24 25 26 20 5.5 173' A 9'-7- A 21 24 25 27 16'-7 B 25 27 28 30 10'-3' A 21 23 25 26 20 8 11'-4' A 8'-11' A 21 23 25 26 15'•2' 8 25 26 28 29 9'•8" A 21 23 24 26 19 9.5 10'S A 8'-5" A 21 23 25 26 14'4' C 25 26 28 29 9'-1- A 22 23 24 25 19 7 9'-8' A 7'•11' A 21 23 24 26 ' " 13'-7' C 25 26 27 29 8'-7- A 22 22 24 25 19 7.5 9'-1' A 7'-5- A 21 23 24 25 12'-11" C 25 25 27 28 8'-1' A 22 22 24 25 /B 8 8'6' A T-1" A 21 22 24 25 12'4' C 26 26 27 28 T-9" A 22 22 23 25 19 8.5 8'-0' A W-91, A 21 22 24 25 11'-9' C 26 26 26 28 7'3' A 22 22 23 24 19 9 7'6' A 8'-5, A 21 22 23 25 11'-3" C 26 26 26 28 T -V A 22 22 23 24 1B 9.5 7'-2' A 6'.1" A 21 22 23 24 10'-10' C 26 26 26 27 6'-V A 22 22 23 24 20 10 6'-9' A 5'-10' A 21 22 23 24 10'-5' C 26 26 26 27 6'-5' A 22 22 23 24 11 6'-2' A 5'3' A 22 22 23 24 9'-8" C 26 26 26 27 5'•11' A 22 22 22 24 24 12 5'6' A 5'•0- A 22 22 23 249•0" 5'-3" C 26 28 26 26 5'6' A 22 22 23 24 23 13 5'-2' A 4'-7' A 22 22 23 24 8'-5' C 27 27 27 27 5'-T A 23 29 1 23 24 20 3 11•10" A 9'3" A 15 21 23 24 15'-9' B 17 24 25 27 1P-1" A 15 21 22 23 LIVE 3.5 10'-T A 8'-3" A 15 21 22. 23 14'-7 C 18 23 25 26 8'-11" A 15 20 22 23 21 4 8'-11' A T-5' A 15 20 22 23 12'-10" C 18 23 24 26 8'•1" A 15 20 21 27 21 4.5 7'-11" A e'6" A 15 20 21 22 11'6- C 18 22 24 25 713" A 15 20 21 22 20 5 T-1' A 6'-1- A 15 20 21 22 10'•10" C 78 22 23 25 6'•9' A 18 1B 21 22 20 5.5 6'S' A 5'-8' A 15 19 21 22 10'-1' C 18 22 23 24 6'-3' A 16 18 20 21 20 6 T-11" A 5'-3- A 15 19 20 21 B'-5' C 18 21 23 24 5'•0' A 18 19 20 21 19 8.5 5'S' A 4'-10" A 15 19 20 21 81•10' C 19 21 22 24 5'S' A 16 18 20 21 19 7 5'-1" A 4'6' A 15 19 20 21 8'•4' C 19 21 22 23 5'-1" B 16 18 20 21 19 7.5 4'6' A 4'-3' A 15 18 20 21 T-10' C 19 21 22 23 4'-V B 78 18 19 21 /B 8 4'-5" A 4'-W A 15 18 19 21 7'-5" C 19 20 22 23 4'6" B 16 18 19 20 19 8.5 4'-2' A T-10' A 15 18 19 20 7'•1' C 19 20 22 23 4'-3' 8 16 18 19 20 19 9 3'•11' A T -T A 15 18 19 21 6'-9' C 19 20 21 23 4'•1' B 16 18 19 21 1B 9.5 T-9- A 3'-S A 15 18 20 21 6'-5' C 19 20 21 22 TAV B 78 18 20 21 20 10 3'6' A 3'S' A 75 18 20 21 6'-2' C 19 20 21 22 T-8' B 16 18 20 21 11 3'-7 A T -W A 15 19 20 21 5'6'C A 19 10 21 22 3'-5' B 16 7B 20 21 24 12 2'-11" A 2'-9' A 15 19 20 22 5'-3" C 1B 19 20 22 3'-7' B 18 1B 20 22 23 13 2'6" A 76' A 15 19 21 22 47•10' • C 19 19 27 22 2'-11' B 18 19 21 22 IAPMO PAGE NUMBER 8 OF 57 iox Beam Detail L1 Double 0.042"x3"x8" Box Beam Detail L12 Double 0.032"x2"x6.625" Box Beam Detail ached Freestanding or Attached Freestanding or Attached Freestanding or ucture Multis an Units Structure Multis an Units Structure Mullis an Units MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH FOOTER 8' I ur I 17 POST MIN FOOTER 8' I 10 I 17 POST MIN FOOTER 8' I tO I 17 SIZE CONSTRAINED FOOTE SPA POST 512E CONSTRAINED FOOTERSPACING POS 512E CONSTRAINED FOOTER 'd' 'd 'd -d (FT) TYPE �d' 'd' 'd' 'd' (FT) TVP 'd' 'd - ) d' (I n) On) (in) (n) '(in) (in) f l (in) (in) (m C) (in) 90 MPH EXPOSURE 0 30 3 8'-0" A T-10" A 14 21 22 23 13'6' C 17 23 25 26 816' B 14 20 22 23 61•10' 3.5 B'-10' A e'-11" 8 14 20 21 23 17-1" C 17 23 24 25 T6' B 14 20 21 22 6'-V 4 6'-0" A e'-2' B 14 20 21 22 10'-11" C 17 22 24 25 8'•9" 8 14 19 21 22 5'-4' 4.5 5'3" A 516" B 14 10 21 22 9'•11" C 17 22 23 24 e'-2' B 15 19 20 21 4'-10" 5 4'-10' A 5'-1' B 14 19 20 21 9'-2' C 17 21 23 24 5'-T B 15 19 20 21 4'3' 5.5 4'3' A 4'6" B 14 19 20 21 8'6' C 17 21 22 24 T-2' B 15 18 20 21 4'-V 6 4'-0' A 4'-3' 8 14 18 20 21 T-10' C 1 17 21 22 23 4'-9" 8 15 18 19 21 3'6" 6.5 T-8' A 4'-T B 14 18 19 21 7'3' C 17 20. 22 23 4'6" B 15 18 19 20 3'S' 7 T 5' A 3'6" B 14 18 19 20 8'-11" C 18 20 21 29 4'-T B 15 18 19 20 3'-2' 7.5 3'•7 A 3'6' 8 14 18 19 20 6'6" C 18 20 21 22 3'-11' B 15 18 /B 20 3'-0' 8 Y -W A 3'-3" 8 14 18 19 20 6'-2" C 18 20 21 22 T-8" B 15 18 19 20 2'-10' 8.5 2'-10" A T-1" B 14 18 19 20 5'-10" C 18 1B 21 22 3'-V B 15 18 19 20 2'6' 9 2'6' A 7-11' B 14 18 19 21 5'-7" C 16 1B 21 22 3'-4' B 15 18 1B 21 2'6' 9.5 2'6' 1 A I 2'•9" B 14 18 20 21 5'3' C 18 19 20 22 T-2' B 15 18 20 21 30 3 81-0" A 7'-10" A 16 23 24 26 13'6- C 19 26 27 29 8'6" B 18 22 24 25 6'-1" 3.5 61•10' A e'-11" B 16 22 24 25 12'-1' C 19 25 27 28 7'6' 8 16 22 23 25 3.5 4 6'-V A 6'•2' B 18 22 23 25 10'-11• C 10 24 26 27 6'.V B 17 21 23 24 4.5 5'-4' A 5'6" 8 10 21 23 24 9'-11" C 20 24 26 27 6'-2' B 17 21 22 24 5 4'-10" A 5'-1' B 16 21 22 24 9'-2" C 20 24 25 26 5'-T B 17 21 22 23 23 5.5 4'3' A 4'6" B 18 21 22 23 8'6' C 20 23 25 26 5'-2' B 17 20 22 23 21 6 4'-V A 4'-3' 8 18 20 22 23 T-10" C 20 23 24 26 4'-9" B 17 20 21 23 19 6.5 3'6" A 4'-V B 18 20 21 23 7'-4' C 20 23 24 25 4'6' B 17 20 21 22 18 7 3'S' A 9'•e' B 16 20 21 22 6'-11" C 20 22 24 25 4'•7' B 17 20 21 22 B 7.5 3'-2' A 3'6" 0 18 20 21 22 616' C 20 22 23 25 7-11" B 17 19 21 22 3'3" 8 3'-0' A 3'-9" B 18 20 21 22 8'-2" C 20 22 23 25 3'-8" B 17 20 21 22 24 8.5 2'-10' A T-1" B 17 20 21 23 5'-10" C 20 22 23 24 3'6' 8 17 20 21 23 22 9 2'6' A 7.11' B 17 20 21 23 5'-7' C .20 21 23 24 3'3" B 17 20 21 23 21 9.5 2'6' I A I 7-0" B 17 1 20 1 22 23 5'3' 1 C 20 1 21 1 23 1 24 3'-2- B 17 20 22 23 90 MPH EXPOSURE ' C 40 3 6'-1" A 6'-2' 8 15 22 23 25 11'-0' C 18 25 26 27 8'•10' B 15 21 23 24 3.5 5'-7 A 5'S" B 15 21 23 24 B'-9' C 18 24 25 27 6'-V B . 15 21 22 24 4 4'6' A 4'-10' B 15 21 22 23 8'-9- C 18 23 25 26 5'3" B 15 20 22 23 4.5 4'-0' A 4'3" 8 /5 20 22 23 7'•11- C 18 23 24 26 4'-10" 8 15 20 21 23 5 T-7" A T-11" B 15 20 21 23 7'-3' C 19 22 24 25 4'-5' B 18 20 21 22 5.5 X-3' A 3'-T B 15 20 21 22 6'-9' C 18 22 24 25 4'-1' B 16 19 21 22 8 5-0' A 3'3' B 15 19 21 72 e'•3' C 19, 2223 25 3'-B" 8 18 1B 21 22 8.5 2'-9' . A T-1" B 15 19 21 22 5'-10- C 19 21 23 24 3'6" B 19 19 20 22 � 7 2'-7- A 2'-10' B 15 19 21 22 5'S' C 19 21 23 24 3'3" B 16 19 21 22 7.5 2'S' . A 2'6" B . 15 10 21 22 5'•1' C 19 21 22 24 3'-1" 8 18 19 21 22 A 2111' A 7'6' P /5 70 7.1 12 4'-10' C 1P 21 22 23 7.10' 8 18 70 71 77 8.5 2'-1' A 2'3" B /5 20 21 23 4'•T C 16 21 23 2'6' B 16 20 21 23 B 2'-V A 2'•3' B 15 20 27 23 4'3' C 19 20 23 2'-T 8 10 20 21 23 90 MPH EXPOSURE 8 40 3 6'-1" A 6'•2" 8 13 20 21 22 11'.W1�20 24 25 3.5 5'-T A 5'S" B 13 19 20 22 B'-9" 23 24 4 4'-0- A 4'•10' B 19 19 20 21 8'-B" 1 22 24 I 4.5 4'-0" A 4'3' B 13 18 20 21 T-11' 22 23 Q�Q : ' S 5 3'-7' A 3'•11• B 13 18 19 20 7'-3' 0 22 23 5.5 9'-3' A 9'•7' B 13 18 1B ZO 6'-9' 0 21 228 T -V A Y-4' B 13 17 19 20 6'S" 0 21 22 h6.5 2'-9" A T-1" 8 13 17 19 20 5'•10- 9 21 22 C 813 7 7-7' A 7-10" B 19171B20 5'S" B20 22 Q.'7.5 2•S A 76' B 19 18 19 20 5'•1' ., I zt*EX P00 8 7.3" A 2'6' B 13 18 1920 4'-10"' 2> 218.5 .�, 2'-1' A 2-0" 8 13 18 19 20 4'-1B 7-0" A 2'-3" 8 13 18 10 21 4' �i�9 "1 31, ex 0 11 4/27/2009 NOW 18 2609 PRINTED ON 4/29/2009 IAPMO ES REPORT #0113 IAPMO PAGE NUMBER 9 OF 57 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREA: 0.042"x3"x8' Box Beam Detail L1 Double 0.042"4"x8" Box Beam Detail L12 Double 0.0374"4.625" Box Beam Detail L12) 0.042"x3"x8" Box Beam Detail L1 Double 0.042'x3"x8' Box Beam Detail L12 Double 0.032'x2"x6.625" Box Beam Detail TABLE 2.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 2.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Mullis an Units Structure Mullis an Units Structure Mullis an Units Structure Mullis an Units Structure Multis an Units Structure Multis an Units GROUND TRIG MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POSTLENGTH GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REOD POST MIN FOOTER 8' I 16 I 17 POST MIN FOOTER B' I 10' I 12' POST ]MINEFOOTER 6' I f0' I 17 SNOW WIDTH POST REO' POST MIN FOOTER 8' I 16 ' 12' POST MIN FOOTER 8' I 10' 12' POST MIN FOOTER 8' I 10' I 17 LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED FOOTE SPACIN POST SIZE CONSTRAINED FOOTE SPACING SIZE CONSTRAINED FOOTE LOAD (FT) SPACING FOR SPACIN POSSIZECONSTRAINED FOOTE SPACIN POST SIZE CONSTRAINED FOOT. SPACING POS SIZE CONSTRAINED FOOTE(PSF) ON SLAB SLAB (FT) TYPE 'd' 'd' 'd' 'd' (FT) TYPE 'd' 'd' "d' 'd' (FT) 'd' 'd 'd' 'd' (PSF) ON SLAB SLAB (FT) TYPE 'd' 'd' 'd' -d- (FT) TYPE 'd' 'd' 'd' 'd' (FT) TVP 'd' 'd' 'd' 'd' (FT) (in) Gn) I fn) I (in) (in) (in) I (in) I CN (m) Ili n) (n) fn) _ (FT) (in) (in) I (in) I Onl (in) (in) I (in) I (in) (in) (int I lin) I (in) 90 MPH EXPOSURE C 20 3 11'-10' A 9`c A 17 24 25 27 15'-9' . B 20 27 28 30 10'-1" A 17 23 25 28 LIVE 3.5 10'-2' A 8'-3' A 17 23 25 26 14'-2- C 20 26 28 29 8'-11- A 17 23 24 25 4 4 V-11' A T-5' A 17 23 24 25 12'-10" C 21 25 27 28 V.1' A 18 22 24 25 4.5 4.5 7'-11' A 6'•8" A 17 22 24 25 11'-9' C 21 25 26 28 7'4' A 18 22 23 24 5 5 T-1" A 6'•1" A 17 22 23 24 10'-10" C 21 24 26 27 6'41' A 18 21 23 24 5.5 5.5 6'6' A 6.8" A 17 21 23 24 10'-1' C 21 24 26 27 6'•3' A 18 21 22 24 6 6 6-11' A 5'-3' A 17 21 23 24 9-5" C 21 24 25 27 5'-9" A 18 21 22 23 6.5 6.5 5'6" A 4'-10' A 18 21 22 24 8'•10' C 21 23 - 25 26 5'-5" A 16 20 22 23 7 7 S -i" A 4'6' A 18 21 22 23 8'4" C 21 23 25 26 5'-1" B 16 20 22 23 7.5 7.5 4'-9' A 4'-3" A 18 20 22 23 7'•10" C 22 23 24 26 4'-9' B. 18 20 21 23 8 8 WS" A 4'-0' A 18 20 21 23 T-5" C 22 23 24 25 4'-6" B 18 20 21 23 8.5 8.5 4'-2' A 3'•10" A 16 20 21 23 7'-1' C 22 22 24 25 4'-3' B 18 20 21 23 9 9 T-11' A 3'-T A 18 20 21 23 e'•9' C 22 22 24 25 4'-1" B 18 20 21 23 9.5 9.5 T-9' A T-5" A 18 20 22 23 8'•5" C 22 22 23 25 X-10" 8 18 20 22 23 23 10 3'6' A 3'•3" A 18 20 22 23 6'-2" C 22 22 23 25 X-8' B 18 20 22 23 22 11 1 3'-2' 1 A 1 T -O" 1 A 1 18 1 21 1 22 1 24 1 V-13" C 1 22 1 22 1 23 ff 24 11 T-5' 8 1 10 21 22 24 90 MPH EXPOSURE 8 25 3 9'-7' A 9'-0" A 14 21 23 24 15'•3' C 17 24 25 27 9'6' B 15 21 22 23 26 3.5 8'-2' A 7'•11' A 15 21 22 23 13'-8- C 17 23 25 28 816' B 15 20 22 23 24 4 T -T A 7'-1' A 15 20 22 23 17-5' C 18 23 24 25 T•9" B 15 20 21 22 22 4.5 8'4' A V-5" B Ib iu 21 22 11'4' C 18 22 24 25 T -I' B 15 19 21 22 16 5 5'-9" A 5'-11' B 15 19 21 22 10-6' C 18 22 23 25 8'6" B 15 19 20 22 B 5.5 6.2' A 6-5" B 15 19 20 22 9'-9' C 18 22 23 24 6'-0' B 15 19 20 21 6-0' 6 4'-9' A 5'4' B 15 19 20 21 9'-1' C 18 21 23 24 5'•7" B 16 19 20 21 26 6.5 4'6' A 4'6' B 15 19 20 21 8'6' C 18 21 22 24 5'•2" B 18 18 20 21 25 7 4'-1" A 4'4' B 15 16 20 218' -W C 18 21 22 23 4'-10' B 18 18 19 21 23 7.5 X-10" A 4'-1" B 15 18 19 21 7'-7" C 16 20 22 23 4'-7' B 18 18 19 20 21 8 3'-7" A 3'-10" B 15 18 19 20 T-2' C 19 20 22 23 4'4" B 18 18 19 20 C 8.5 3'4' A 3'-6" B 15 18 19 20 6'-10' C 1B 20 21 23 4'•1' B 18 18 19 20 6-10' 9 9'-T A 3'-5" B 15 18 19 21 6'6' C 19 20 21 22 3'-11- B 18 18 19 21 23 9.5 3'-0' A 3'•3" B 15 18 20 21 6'-2' C 19 20 21 22 9'6" B 10 18 20 21 80 3 4'•1' A 4'4" B 13 20 1 22 23 9'•0" C 16 23 24 28 4'•11" B 14 20 22 23 26 3.5 3'6' A 3'-9" B 13 20 21 23 7'-1' C 18 22 24 25 4'-3" B 14 20 21 22 24 4 3'-0" A 3'4" B 13 19 21 22 6'-3' C 16 22 23 25 3'•9" B 14 19 21 22 22 4.5 2'6' A 3'-0" B 13 19 20 22 516" C 16 21 23 24 3'•5' B 14 19 20 22 16 5 76" A 7.8" B 13 19 20 21 5'•2' C 18 21 22 24 T-1" B 14 19 20 21 B 5.5 2'-2' A 76" B 13 18 20 21 4'-9' C 18 21 22 23 2'-10" B 14 18 20 21 6-0' 6 7-0' A 7-3" B 13 19 20 21 4'6' C 19 20 22 23 T -T B 14 19 20 21 26 6.5 1'-10" A 7-1" B 13 19 20 224'-1" 4'6' C 17 20 22 23 7.5" B 14 19 20 22 25 7 1'-9' A V-11' B 19 19 21 22 3'•10- C 17 1 20 1 21 1 23 11 7-3" 1 B 1 14 1 19 1 21 1 22 OVER- HANG FT s- o. 4' 1' 4.5' 7 5' 3' 5.5' 4' 1 6' 90 MPH EXPOSURE C b' 25 3 9'•7' A 9'-0" A 17 24 25 26 15'-3" C 20 26 28 29 9'6' B 17 23 24 26 9 9.5' 10' 10.5' 3.5 8'-2' A T-11' A 17 23 24 26 13'-8- C 20 26 27 29 8'6' B 17 22 24 25 8' 8.6 4 T-7 A 7'-1' A 17 22 24 25 176" C 20 25 27 28 T-9" B 17 22 23 25 12.5' IT 13.5' 4.5 64' A 6'-5" B 17 22 23 25 11'-4' C 21 25 26 28 TO' B 16 22 23 24 5 5'-T A 5'-11' B 17 22 23 24 1016' C 21 24 26 27 66" B 18 21 23 24 5.5 5'-2" A 5'-5" B 17 21 23 24 9'-9' C 21 24 25 27 6-0' B 18 21 22 24 6 4'-9" A 51-0' B 17 21 22 24 9.1' C 21 24 25 26 6-7- 8 IB 21 22 23 6.5 4'6' A 4'-8' B 17 21 22 23 8'6" C 21 23 25 26 5'-2' B 18 20 22 23 7 4--l" A 4'4' B 17 20 22 23 R'-0' C 21 23 24 26 4'-10" B 18 20 2123 7.5 X-10' A 4'-1" B 17 20 22 23 7'-T C 21 23 24 25 4'-T B 18 20 21 23 8 3'•7" A 3'•10' B 17 20 21 23 T -T C 21 22 24 25 4'4" B 18 20 21 22 8.5 74' A 3'6" B 17 20 21 23 6-10' C 21 22 24 25 4'-1- B 18 20 21 23 9 S -T A T -S' B 17 20 21 23 66" C 21 22 23 25 T-11' B 18 20 21 23 9.5 T-0' A T-3" B 17 20 22 23 6'-T C 22 22 23 25 3'6' B 18 20 22 23 10 1 7.10' I A I 3'•1' I B 1 17 20 22 23 11 5'•11' I C 1 22 1 22 1 23 24 3'-W I B 1 18 20 22 23 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 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. 9' 4.5' 5' 6' 6.6 TABLE 2.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT PROJECTION OF SINGLE SPAN STUCTURES (FT) VW FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 10' 11' 17 13' 14' 15' 16' 17' 18' 19' 20' 21' 27 5' 5.5' e' 6.5' T 7.5' 8' 8.6 9 9.5' 10' 10.5' IV 5.5' 6' 6.5' T 7.5' B' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' B' 6.5' 7' 7.5' 8' 8.5' 9' 9.6 10' 10.5' 11' 11.5' 12' 6.5' T 7.5' 8' 8.6 9' 9.6 IV 10.5' •11' 11.5' 17 12.5' 7' 7.5' e' 8.5' 9' 9.5' 10' 10.6 11' 11.5' 12' 12.5' 13' 7.5' e' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 17 12.5' IT 13.5' TABLE 2.4 Post Requirements for Post Requiremen&----1 for Attached Structures I Freestanding IPost Descriotion Structures I Maximum T Max Iption I Maxi POST 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerlmax Building Products VW FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 5208 Tennyson Parkway h 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Plano, Texas 75024 C 10. USE THE APPROPRIATE DETAILS ch: 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET M5 Carl Putnam, P. E. D(P FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place * SLAB T. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.1 Lynchburg, VA 24503 4 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnarri comcast.nel \\ SLAB 9. FOLLOW 9.11 FROM ABOVE 0 SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES SLAB11. CHECK TABLES SLAB1 AND SLAB2 ON MS FOR CORNER DISTANCE REQUIRMENTS. 4/27/2009 G Z' 13!p �= .y AL! �� ZOD9 V PRINTED ON 4/29/2009 IAPMO ES REPORT #0113 IAPMO PAGE NUMBER 10 OF 57 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 Beam 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 Beam Detail LE TABLE 2.6 Alt Chad Freestanding or Attached Freestanding or Attached Freestanding or TABLE 2.5 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Mullis an Units Structure Mullis an Units Structure IMultispan UnitsJ Structure Mullis an Units Structure Mullis an Units Structure Multis an Units GROUND TRIG MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIG MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST RE09 POST MIN IFOOTER 8' I 17 I 16 POST MIN FOOTER 9 I 17 I 19 POST MIN FOOTER 6 I 17 I 19 SNOW WIDTH POST REO' POST MIN FOOTER 6 ' 17 I 19 POST MIN FOOTER 9 I 17 ' 1B POST MIN FOOTER B' 17 I 19 LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED FOOTS SPAGN POST 6RE CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOOTS LOAD (FT) SPACING FOR SPAGN POS SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS SPACING POS 612E CONSTRAINED FOOTS (PSF) ON SLAB SLAB (FT) TYPE 'd' 'd' I 'd' ' '4• (FT) TYPE TYPE 'd' "tl' I 'd' I .tl. (PSP) ON SLAB SLAB (FT) TYP 'd' 'tl" I "C I 'd' (FT) TYPE 'd' 'd' I 'd' I 'tl' (FT) TYP 'tl' 'd' I 'd' I 'd 10 3 27.8" A 39-0' B 22 28 31 LIVE 3.6 19-5" A 301•0' C 23 28 31 26 4 1 T4" A 30'-0" C 24 28 31 22 4.5 15'-1" A 29-7 C 25 28 31 C 5 13'•7 A 28'5- C 25 27 31 14'5' 5.5 174- A 2T-8" C 26 27 30 26 6 114" A 26'-10' C 26 27 30 23 6.5 10'•5• A 26'-Y D - 27 27 30 24 7 95" 'A 25'5- D 27 27 30 C 7.5 9-1" A 24'•11' D 28 28 30 13'-T 8 8'S" A 24'S' D 28 28 29 C 8.5 B'-0' A 23'-9" D 28 28 29 34 9 TS" A 22'-11" D 28 28 29 30 9.5 T-2' A 22'-Y D 29 29 29 30'-0" 10 6'•9" A 21'-5" D 29 29 29 A 11 6'-Y A 20'-2" D 29 29 29 26 12 5'-8' A 19'-1" D 29 29 29 34 13 5'•2' A 18'-1" D 30 30 30 2T -O' B 21 27 30 24'5- B 21 27 29 27.5' B 22 26 29 20-V C 22 26 28 194' C 22 25 28 19-1" C 22 25 28 1T-0" C 22 24 27 195' C 23 24 27 15'-2' C 23 24 27 14'5' C 23 24 26 13-9" C 23 23 26 13-2' C 23 23 26 17.7 C 23 23 26 12'-1" C 23 23 25 11'3 C 24 24 25 19.10' C 24 24 25 10'-0" C 24 24 24 30'4" 8 22 28 31 30'-0" C 23 28 31 30'-0" C 24 28 31 30'-0" C 25 28 31 301-0' C 26 28 31 30'-0" D 26 28 31 30'-0" D 27 28 31 30'-0" D 28 28 31 30'-0" D 29 29 31 30'-0' D 29 29 31 30'-0" 0 30 30 31 30'-0" D 30 30 31 29'•7 D 31 31 31 29-0" D 31 31 31 2a-6" 0 32 32 32 275' 0 32 32 32 26'-10" D 33 33 33 26'•2- E 34 34. 5 10 3 22'5" A 30'-0' 8 25 31 34 34 27'-0" 8 24 30 33 31 30'-0" B 25 31 34 3b LIVE 3.5 195' A 30'-0" C 26 31 34 33 24'5" B 24 29 33 30 39-0" C 26 31 34 35 31 4 17'-0' A 39-0" C 27 31 34 33 27.5' B 25 29 32 30 30'-0" C 27 31 34 35 31 4.5 15'-1" A 29'-T C 28 31 34 33 29-Y C 25 28 31 29 30'-0" C 28 31 34 35 30 5 13'-T A 295- C 29 30 34 33 194' C 25 26 31 29 30'4" C 29 31 34 34 30 5.5 174- A 27'-8• C 30 30 34 32 18'-1' C 26 27 31 28 30'-0" D 30 31 34 34 30 6 1114" A 26'-10" C 30 30 33 32 17'-0" C 26 27 30 28 30'-0" D 31 31 34 34 30 6.5 101•5" A 26'-Y D 31 31 33 31 16'41" C 26 27 30 28 30'-0" D 32 32 34 34 29 7 9-8" A 25'5- D 31 31 33 31 15'-Y C 26 26 29 27 30'-0- D 33 33 34 33 29 7.5 9-1' A 24'-11" D 32 32 33 31 14'•5' C 26 26 29 27 30'-0" D 34 34 34 33 29 8 8'S" A 24'4" 0 32 32 33 31 13'•9' C 27 27 29 27 30'-0' D 34 34 34 33 29 8.5 8%0" A 23'-9" D 32 32 32 30 13'-Y C 27 27 29 27 30'-0" D 35 35 35 33 29 9 7-5" A 22'-11" O 33 33 33 30 12'-7" C 27 27 28 26 29'-T D 36 36 36 33 28 9.5 T-2' A 22'-2" D 33 33 33 30 17-1" C 27 27 28 26 29-0" D 36 36 36 33 28 10 6'-9' A 21'4- D 33 33 33 30 11'-9 C 27 27 28 26 295' D 36 36 36 33 10'-11' 11 6'-Y A 20'-2" D 34 34 34 29 10'-10" C 27 27 27 26 2T5" D 37 37 37 32 12 5'-8' A 19-1" D 34 34 34 29 10'-0' C 27 27 27 25 26'-10' D 38 38 38 31 21 13 5'-Y A 18'-1" D 34 34 34 29 9.3" C 27 27 27 26 26-2" E 39 39 39 31 20 3 11'.19' A 26-10" C 21 27 30 34 1T-8" C 18 25 27 31 .30'-0" D 22 26 31 3b LIVE 3.5 10'-Y A 25' 5- D 21 27 30 ' 33 15'-10' C 10 24 27 30 30'-0' D 23 28 31 35 31 4 8'•11" A 24'-5" D 22 27 29 33 14'4" C 19 23 26 30 30'-0' D 24 28 31 35 31 4.5 T-11" A 23'-5" D 23 26 29 33 13'-7 C 19 23 26 29 29-T' D 25 28 31 35 30 5 T-1" A 27.2- D 23 26 29 33 17-2" C 19 23 25 29 285- D 25 27 31 34 30 5.5 65' A 20'-11" D 23 26 28 32 11'-3' C 19 22 25 28 27'-8" D 26 27 30 34 30 6 5'-11- A 19-9" D 24 25 28 32 10'-7- C 19 22 25 28 26-10' 0 26 27 30 34 30 6.5 51S" A 18'-T 0 24 25 28 31 9'•9 C 19 22 24 28 26-2" D 27 27 30 34 29 7 5'-1" A 17'-10" D 24 25 27 31 9-1" C 19 21 24 27 25'-6- E 27 27 30 33 29 7.5 4'-9' A 17'-1' D 24 24 27 31 8'S' C 19 21 24 27 24'-11" E 28 28 30 33 29 8 4'-5" A 164' 0 24 24 27 31 71-11" C 19 21 23 27 24'•5" E 28 28 29 33 29 8.5 4'-2' A 15'5- D 25 25 27 30 71S" C 19 20 23 27 23'-11' E 28 28 29 33 29 9 T-11' A 15'-1' D 25 25 26 30 T•1" C 19 20 23 26 23'5" E 29 29 29 33 28 9.5 3'-9' A 14'5- D 25 25 26 30 61S' C 19 20 22 26 23'-0" E 29 29 29 33 28 10 3'1" A 14'-0" D 25 25 26 30 6'4" C 19 20 22 26 275- E 29 29 29 33 10'-11' 11 T-2' A 13-7' D 25 25 26 29 5'-10' C 19 19 22 26 26-7' E 29 29 29 32 12 7.11' A 174' 0 25 25 25 29 5'4" C 19 19 22 25 16.11' E 29 29 29 31 21 13 2'S" . A 11'-8" D 26 26 26 29 4'-11' C 19 19 22 26 1T5" E 29 29 29 31 90 MPH EXPOSURE 8 30 3 8'-0" A 24'-10" D 20 27 30 33 15'-1" C ,17 24 26 30 30'-0' D 22 28 31 35 6'•10" 3.5 6-10' A 23'•7 D 21 26 29 33 13'5" C 17 23 26 29 29-9' D 23 28 31 35 6-0' 4 6-0' A 273 D 21 26 29 33 17-2" C 1B 23 25 29 28'-5' D 23 27 31 34 5'4" 4.5 5'4' A 20'5- D 22 26 28 32 11'•1' C 18 22 25 28 27.4' E 24 27 30 34 4'-10" 5 4'•10' A 194" D 22 25 28 32 19-Y C 18 22 24 28 26'S' E 24 27 30 34 4'4' 5.5 4'4" A 181•Y D 22 25 28 31 93 C 18 21 24 28 25'-T E 25 27 30 33 4'-0' 6 4'1" A 17'-1' D 23 24 27 31 65" C 18 21 24 27 24'•10• E 26 27 30 33 T-8" 6.5 3'S" A 18'3 D 23 24 27 31 T-10" C :18 21 23 27 24'-2" E 26 26 29 33 T5' 7 35" A 15',9" D 23 24 27 30 T4" C ,18 20 23 26 23'-7' E 26 26 29 33 T-2" 7.5 3'•Y A 14'•9' D 23 24 26 30 9.10' C 18 20 23 26 23'•1- E 27 27 29 33 3'-0" 8 3-0' A 14'•1' D 23 23 26 30 6'5' C 18 20 22 26 22'•7 E 27 27 29 33 2'-10" 8.5 7.10- A 13'5- D 23 23 26 29 6'-0' C 18 1 20 22 26 21'4- E 27 27 29 32 2'S' 9 75' A 17.11' E 24 24 28 29 511' C 18 19 22 26 201.7 E 27 27 28 32 2'S" 9.5 2'S' A 12'5' E 24 24 25 29 5'-5' C IB 19 22 25 19-Y E 27 27 28 32 ' 30 3 8'4" A 24'-10' D 23 30 33 37 15'-1' C 20 26 29 33 39-0' D 25 31 34 38 34 3.5 6'•10" A 23'-T D 24 29 32 37 17.61 C 20 26 29 33 29-T D 26 31 34 38 33 4 6-0' A 273' D 25 29 32 36 17-2' C 20 25 28 32 28'5' D 27 30 34 38 33 4.5 5'4" A 20'•e" 0 25 28 31 36 11'-1" C 20 25 28 32 27-4" E 28 30 34 38 33 5 4'-10" A 194' D 25 28 31 a5 19-2" C 21 24 27 31 26'-5' E 28 30 33 37 33 5.5 4'4' A 18'-2' D 26 27 31 35 9-3" C 21 24 27 31 26-7' E 29 30 33 37 32 6 4'-0' A 17--1' D 26 27 30 34 65" C 21 23 26 30 24'•19 E 29 30 33 37 32 6.5 T-8" A 16'-3" D 26 27 30 34 7.10' C 21 23 26 30 24'-2" E 30 30 33 37 32 7 T5' A 15'S' D 26 26 30 34 T4' C 21 23 25 29 23'-7' E 30 30 32 37 31 7.5 T-2" A 14'-9" 0 27 27 29 33 V-10" C 2122 C 25 29 23-1" E 31 31 32 36 31 8 3'-0" A 14'-1" D 27 27 29 33 6'S" C 21 22 25 29 22'-T E 31 31 32 36 30 8.5 2'-10" A 1T-6' D 27 27 29 33 6'-0' C 21 22 24 29 21'4" E 31 31 32 36 30 9 2'S' A 17.11" E 27 27 28 32 51S" C 2121 C 24 28 20'-2' E 31 31 31 35 30 9.5 2'S" A 12'5" E 27 27 28 32 5'-5" C 21 21 24 28 19-Y E 31 31 31 35 90 MPH EXPOSURE C 40 3 6'-1' A 22'-5" D 22 29 32 36 12'J' C 18 25 28 32 28'-5" D 24 30 34 38 3.5 5'-2" A 4 20'• D 23 28 31 35 10'-11" C 19 25 27 31 2T -W E 25 30 33 38 4 4'S' A 1815- D 23 28 31 35 95' C 19 24 27 31 25'-10" E 26 30 33 37 4.5 4'-0' A 17'•3- D 24 27 30 34 8'-7' C 19 23 26 30 24'•10" E 27 30 33 37 5 3-7" A 16'-1' D 24 27 30 34 7,9" C 19 23 26 30 24'-0- E 27 - 29 33 37 5.5 TT A 15'4- D 24 26 29 33 T-1' C 19 22 25 29 233 E 28 29 32 36 6 3-0" A 14'•2- D 24 26 29 33 65' C 19 22 25 29 22'•7- E 28 29 32 36 6.5 T-9' A 131•5- D 25 26 29 33 -0 61" C 19 72 24 ' 28 21'-7' E 29 29 32 36 7 7-7" A 12'-8' E 26 25 28 32 . 6'-7' C 19 21 24 2"1r -Ir L 29 29 31 35 .7.5 2'S" A 12'-1' E 2b 25 28 3Y 5'•Y C 19 21 24 18'-5" E 29 29 31 35 8 2'-3" A 111.7" E 25 25 28 32 4'•10" C 19 21 24 28 174- E 29 29 30 34 8.5 2'-1' A 11'-1" E 25 25 28 31 4'-7' C 19 21 2 27 164' E 29 29 30 34 9 2'-0" A 19.7" E 25 25 27 31 4'4' C 19 20 3 15'S" E 29 29 30 34 90 MPH EXPOSURE 8 ' 40 3 6.1" A 275' D 20 26 29 33 17.3" C 16 23 25 29 3.5 5'-Y A 20'4- D 20 25 28 32 10'-11' C 16 25 28 1 4 4'S' A 18'5' D 20 25 28 31 95' C 18 24 28 4.5 4'-0' A 173 D 21 24 27 31 8'-T C 16 21 24 27 5 3.7" A 16'•1- D 21 24 27 30 T-9" C 2 27 �O 5.5 3'-3" A 15'-1' D 21 24 26 30 7'-1' C 26 PVT 6 T-0" A 14'-2' D 21 23 26 30 65" C JL 26 _= V 7.9" A 131,9' D 21 23 28 28 6'-0' C 22 26 7 7 2'-T A 17.9' E 21 23 26 29 5'-7- 10 1B 25 .w c 6813 CIC 7.5 2'4' A 12'-1' E 22 23 25 29 5'•Y 7 21 25 8 7-0' A 111.7 E 22 22 25 29 4'-1 (o; 21 25 } * EXp`.� 200 8.5 2'-1" A 11'•1. E 22 22 25 20 EXP . 43 4/27/2009 4 .- * F A >�d �16 `\A PRINTED ON 4/29/2009 IAPMO ES REPORT #0113 IAPMO PAGE NUMBER 11 OF 57 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 Beam Detail 1-8) 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 Beam Detail U TABLE 2.5 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 2.5 Attached Freestanding or Attached Freestanding or Attached Freestanding or 17'-11 Structure Mullis an Units Structure Mullis an Units Structure Multis an Units Structure Mullis an Units Structure Multis an Units Structure Multis an Units GROUND TRIS MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIG MAX POST MAX MAX POSTLENGTH MA% MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REO'O POSTUMINFOOTER 0' I 17 I 18' POST MIN FOOTER B' I 17 ' 19 POST MIN FOOTER B' I 17 I 18' SNOW WIDTH POSTREO' POST MIN fOOTER 8'I1719 POST MIN FOOTER 9 I 17 I 19 POST MIN FOOTER 8' I 12' I 18'LOAD (FT) SPACING FOR SPACIN SIZE CONSTRAINED FOOTE SPACIN POST SIZE CONSTRAINED FOOTE SPAGNG POS SIZE CONSTRAINED FOOTE LOAD (FT) SPACING FOR SPAGN POS SIZE CONSTRAINED FOOTE SPACIN POST SIZE CONSTRAINED FOOTE SPACING POS SIZE CONSTRAINED FOOTE(PSF) ON SLAB SLAB (FT) 'd 'd 'd 'd (FT) TYPE 'd 'd' 'd' 'd' (FT) TYPE 'd' 'd' 'd• 'd' (PSF) ON SLAB SLAB (FT) TYPE 'd 'd' 'd 'tl' (FT) TYPE 'd' 'd 'd' 'd' (FT) TYP 'd' 'd• 'd' 'd' (FT) (in) (in) (in lin) (in (in (in) (in) (in) (in) lin (in) (FTI On) (in) lin) (in) lin) (in) I Ont I lin) lin) (in) (in) (in) 25 90 MPH EXPOSURE C 26'-5' D 21 27 30 34 17'-11 C 18 24 27 31 30'-0' D 22 28 31 35 20 3 11'-10" A 26'-10' C 24 30 33 38 17'-e' C 21 27 30 34 30'-0' D 25 31 34 38 LIVE 3.5 10'•7' A 25'5' D 25 30 33 37 151•10' C 21 27 30 34 30'.0" D 26 31 34 38 28 4 9-11' A 24'5' 0 25 29 33 37 14'4' C 21 26 29 33 30'-0" D 27 31 34 38 35 4.5 7'•11- A 23'•5- D 26 29 32 36 iv -r c 22 26 29 32 291.7- 0 28 31 34 38 8 5 T-1" A 22-2' D 27 29 32 36 17-2" C 22 25 28 32 28'-0" D 29 30 34 38 A 5.5 6'5' A 20'-11' D 27 28 32 36 11'-3' C 22 25 28 32 2r4r D 30 30 34 38 D 6 6•11- A 19-9' D 27 28 31 a5 10'2' C 22 24 27 31 26'-10' D 30 30 33 38 6.5 5'5" A 181•9' D 27 28 31 35 9'-9' C 22 24 27 31 26'-2" D 31 31 33 37 7 5'-1' A i7--10' D 28 28 30 34 9-1" C 22 24 26 30 25'-6' E 31 31 33 37 7.5 4'-9' A 17'•1- D 28 28 30 34 8'-0' C 22 23 26 30 24'-11' E 32 32 33 37 8 4'-5" A 16'4' D 28 28 30 34 7-11' C 22 23 26 30 24'•5' E 32 32 33 37 8.5 4'-2' A 15'48- D 28 28 30 34 T5" C 22 23 25 29 23'-11' E 33 33 33 37 9 3'•11- A 15'-1' D 28 28 29 33 T-1' C 22 22 25 29 23'•5' E 33 33 33 36 9.5 3-9' A 14'5' D 29 29 29 33 61•8' C 22 22 25 29 23'-0" E 33 33 33 36 103'S' A 14'-0" 0 29 29 29 33 94" C 22 22 25 29 22'5- E 3a 3434 36 11 3'-2' A 13.2' D 1 29 1 29 1 29 1 32 11 5'•10' 1 C 1 22 1 22 1 24 1 28 11 20'-7' 1 E 1 34 1 34 1 34 1 35 25 3 9.7" A 26'-5' D 21 27 30 34 17'-11 C 18 24 27 31 30'-0' D 22 28 31 35 A 3.5 6-2' A 25'-1' D 21 27 30 33 15'4- C 18 24 27 30 30'-0" D 23 28 31 35 D 4 T-2" A 24'-0' D 22 26 29 33 13'•10' C 18 23 26 30 30'-0' 0 24 28 31 35 28 4.5 614' A 23'-0' D 23 26 29 33 17.8' C 19 23 26 29 29-1" D 24 28 31 34 35 5 51•9' A 21'-T D 23 26 29 32 11'-9' C 19 22 25 29 28'-l' E 25 27 30 34 8 5.5 5'-2' A 20'-3' D 23 25 28 32 10'-11' C 19 22 25 28 2T•2" E 26 27 30 34 A 6 4'-9" A 19-2' D 23 25 28 32 101•1' C 19 22 24 28 26'-5' E 26 27 30 34 D 6.5 4'-5' A 18'-2' D 24 25 28 31 9'4' C 19 21 24 28 25'-9' E 26 27 30 34 7 4'-1" A 174' D 24 25 27 31 9.8' C 19 21 24 27 25'-1 E 27 27 30 33 7.5 T-10" A 16'-T D 24 24 27 31 8'-1' C 19 21 23 27 245" E 27 27 30 33 8 3.7- A 15'-10' D 24 24 27 30 T -T C 19 20 23 27 24'-0' E 28 28 29 33 8.5 34' A 15'-2" D 24 24 27 30 7'•2' c 19 20 23 26 235- E 28 28 29 33 9 3-r A 14'•7- D 24 24 26 30 6'•e" C 19 20 23 26 23'-1' E 28 28 29 33 9.5 1 T -ow t A 1 14'4' 1 D 1 25 1 25 1 26 1 30 8'•5' 1 C 1 19 20 1 22 26 27-7- 1 E 1 29 29 1 29 1 33 9u MPH E 105 K c H 17'-5' D 21 27 30 34 3 9-7' A 26'-5" D 24 30 33 37 17'-1' 3.5 9-2' A 25'-1' D 25 30 33 37 164' 4 T-2" A 24'-0' D 25 29 33 37 13'-10" 4.5 94' A 23'-0' D 26 29 32 36 17-T 5 6-9" A 21'-7' D 26 29 32 36 111•9" 5.5 5'-2' A 20'•3' D 27 28 31 35 10'-11" 6 4'-9' A 19-2" D 27 28 31 35 10'•1" 6.5 4'•5" A 18'-r D 27 27 31 35 9'4' 7 4'-1" A 17-4" D 27 27 30 34 9-0' 7.5 3'-10" A 16'-T D 28 28 30 34 81•1' 8 3'-T' A 15'-10" D 28 28 30 34 T -T 8.5 3'4" A 15'-7 D 28 28 29 33 T-2' 9 3'-7' A 14'•7' D 28 28 29 33 9-9' 9.5 31" A 14'-1' D 28 28 29 33 6'-5' 10 Y•10" A 131.7- D 28 28 29 33 6'-1" GENERAL INSTRUCTIONS FOR THESE TABLES 22 - 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 4'4' C 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 18 21 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS E USE 20PSF MIN) 24 27 4. CHOOSE A RAFTER FROM TABLES 1.1 TO 1.8 THAT HAS 6.5 ADEQUATE CLEARSPAN FOR YOUR NEEDS. A 101•1' 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR 19 22 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 28 6. CHOOSE A HEADER FROM TABLE 2.5 THAT HAS ADEQUATE C POST SPACING. 18 21 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 14'-5' E 60 90 MVH EXP05UHE H 17'-5' D 21 27 30 34 8'•8' C 16 23 26 30 24'-10' E 23 30 33 37 60 3 4'.1' A 1T•5' D 18 25 27 31 8'-e' C 14 21 24 27 24'•10' E 20 27 30 33 C 22 3.5 3'-6" A 15'-8" D 18 24 27 30 7'S" C 14 20 23 27 23'-T E 21 26 29 33 11.6 4 Y-0' A 14'4" D 19 23 26 30 6'•7' C 14 20 22 26 22'-7' E 22 26 29 33 11.5' 4.5 2'4' A 13'-r E 19 23 26 29 5'-10' C 14 19 22 26 29-8" E 22 26 28 32 5 75" A 12'-3" E 19 23 25 29 F-3" C 14 19 22 25 18'-8' E 22 25 28 31 5.5 2'-2' A 11'-5' E 19 22 25 29 4'•9" C 14 19 21 25 17--0" E 22 24 27 31 6 2'-0' A 10'-8' E 19 22 25 28 4'4' C 14 18 21 25 15'-T E 22 24 27 30 6.5 1'-10' A 101•1' E 19 22 24 28 4'-0' C 14 18 21 24 14'-5' E 22 24 26 30 7 1'-9' A 9'-T E 20 21 24 28 3'-9' C t4 18 20 24 13'-5" E 22 23 26 29 7.5 1--T A 9-1" E 20 21 24 27 T-6" C 14 18 20 24 iz.r E 22 23 25 29 8 1'S" A 8'-8' E 20 21 24 27 T-3' C 14 18 20 24 71'•10' E 22 22 25 29 8.5 1'-5' A B-3" E 0 -201212 21 23 27 3'•1' C 14 18 20 24 11'-1' E 22 22 25 28 60 3 4'•1' A 17'-5' D 21 27 30 34 8'•8' C 16 23 26 30 24'-10' E 23 30 33 37 9 3.5 3'S' A 15'-8' D 21 27 30 34 TS' C 16 23 25 29 23'-T E 24 29 32 37 C 22 4 3-0' A 14'4' D 21 26 29 33 V-2' C 16 22 25 29 22'•7' E 25 29 32 36 11.6 4.5 2'-8' A 13'•2' E 22 26 29 33 5'-10' C 16 22 24 28 201-8' E 25 28 31 36 11.5' 5 75" A 12'-3' E 22 25 28 32 51-3' C 18 21 24 28 18'-8' E 25 28 31 35 5.5 2'-r A I V-5' E 22 25 28 32 4'-9' C 16 21 23 28 17--0" E 25 27 30 34 6 7-0" A 10'5' E 22 24 27 31 4'4' C 16 20 23 27 15'•7" E 25 27 30 34 6.5 1'-10" A 30'-1' E 22 24 27 31 4'-0" C 16 20 23 27 14'•5' E 25 26 29 P.- 7 1'-9' A 9'•7' E 22 24 27 31 3'-9' C i6 20 23 27 13'-5' E 25 26 29 33 OVER- 27 30 34 TABLE 2.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES D 25 31 34 HANG 5 6.5 T 7.5 8 8.5 9 9.5 19 10.5 11 11.5 17 12.5 13 13.5 C 21 26 29 PROJECTION OF SINGLE SPAN STUCTURES 30'•0" 0 26 31 34 39 (FT) 9 9 10' 11' 17 13 14' 15 16' 17' 19 18 20' 21' 22' reestandin Structures for Attached Structures Freestanding 0' 4' 4.5' 5' 5.5' 6' 6.5' T 7.5' 8' 8.5' 9 9S' 10' 10.5' 11' C 22 1' 4.5' 5' 5.5' 6' 6.5' T 7.5' e' 8.6 9 9.5' 10' 10.5' 11' 11.5' 24 7 5' 5.5' 6' 6.5' T 7.5' 8' 8.5' 9 9.5' 10' 10.5' 11' 11.6 12' 27 3' 5.5' 6' 6.5' T 7.5' 9 8.5' 9 9.5' 10' 10.5' 11' 11.5' 17 12.5' 31 4' 6' 6.6 7' 7.5' 8' 8.5' 9 9.5' I0' 10.5' 11' 11.5' 12' 12.5' 13' 25'-1' C 21 27 30 34 30'-0' D 25 31 34 38 5 6.5 T 7.5 8 8.5 9 9.5 19 10.5 11 11.5 17 12.5 13 13.5 C 21 26 29 33 30'•0" 0 26 31 34 39 TABLE 2.3 Post Requirements TABLE 2.4 Post Requirements for C 21 26 29 33 30'-W D 27 31 34 38 reestandin Structures for Attached Structures Freestanding C 21 25 28 32 29.1" D 28 31 34 38 Post Description MaxRAPost Description Maximum Max POST C 22 25 28 32 28'-1' E 29 30 34 38 H Fooling Hei ht C 22 24 27 31 27.2' E 29 30 33 38 Twin 0.062"x1.5"x1.5" Scroll- 9' 0.041"x3"x3" Steel Clover d = 23" 12' D c 22 24 27 31 26'•5' E 30 30 33 37 0.042"x3"x8" Aluminum Post 11' 0.041'x3"x3" Steel Clover d =23" 8' E c22 24 27 31 25'-9" E 30 30 33 37 0.024'Post with Side fates 12' 3/16"x3x3" Steel S uare d = 32" 15' F c22 23 26 30 25'-1' E 31 31 33 37 Clover 0.032"x3"x3' Alum 12' 3/16"x4"x4" Steel S uare d = 38" 18' GC22 23 26 30 24'5- E 31 31 33 37 Clover 0.040"x3"x3' Alum 12' 5/16"x4"x4" Steel $ uare d = 42" 18' H C 22 23 26 30 24'•0" E 32 32 33 37 Colonial 0.062' Extruded 12' C C 22 22 25 29 2a-6" E 32 32 32 36 0.041'x3'x3" Steel Clover 12' D C 22 22 25 29 23'•1' E 33 33 33 36 0.041"x3x3" Steel Clover 8' E C 22 22 25 29 2z -T' E 33 33 33 36 3/16"x3"x3" Steel Square 15' F C 22 22 24 29 21'5' 1 E 1 33 1 33 33 36 3/16'x4"x4" Steel $ uare 18' G 5/16'x4"x4" Steel Square 18' H 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amedmax 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 Lt 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 earloutnamR)comcast.net SLAB 9. FOLLOW 9.11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USETABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES SLAB11. CHECK TABLES SLABt AND SLAB2 ON M5 FOR CORNER DISTANCE REQUIRMENTS. 4/27/2009 PRINTED ON 4/29/2009 f-IAPMO ES REPORT #0113- -cr LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WINDAREA',-.'.��-.----__ 0.042'x3'x8' Box Beam Detail L1 Double 0.042x3'x8' Box Beam Detail L12 Double 0.032'x2'x6.625' Box Beam Detail Lt TABLE 3.1 Attached Freestanding or L ,Attached �- Freestanding or Attached Freestanding or Structure Multis an Units Structure Multis an Units Structure Multis an Units GROUND TRIO MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REDID POST MIN FOOTER S ' 10 I 17 POST MIN FOOTER 8' I 10' 12' POST MIN FOOTER 8' I 10 I 77 LOAD (FT) SPACING FOR SPACINGPOST 512E CONSTRAINED FOOT SPACINGPOST SIZE CONSTRAINED FOOTE SPACING POST SIZE CONSTRAINED FOOTER (PSF) ON SLAB SLAB (FT) TYPE 'd -d' •d' 'd (FT) TYPE 'd 'd 'd' 'd (FT) TYPE 'd 'd' 'd 'd (FTI f 1 (I n) On) (in) fmI C. n) C) (i) (in) (n) (in) (in) IAPMO PAGE NUMBER 12 OF 57 2) 0.042'x3'x8' Box Beam Detail 1-1 Double 0.042'x3'x8' Box Beam Detail L12 Double 0.032)04.625' Box Beam Detail TABLE 3.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Mullis an Units Structure Multis an Units Structure Multis an Units GROUND TRIG MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REO'D POST MIN DOTE 8' I 10' I 17 POST JMINDOTE 8' I 10 I 1Z POST MIN OO7E 8' I 10' I 77 LOAD (FT)SPACIN FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN SIZE CONSTRAINED FOOTE SPACIN POST SI2E CONSTRAINED FOOTE(PSF) ON SLAB SLAB (FT) TYPE 'd `d 'd 'd (FT) 'd 'd 'd 'd (FT) TYPE 'd 'd 'd 'd IFT) (in) rm) M (in) M f) (in) (in) M lm lin) (n X05 MPH EXPOSURE C'. % / 105 MPH EXPOSURE 10 4 +s311- _'-27.8"'{ "A 151-0" A 22 28 30 32 27.2' A 25 31 33 34 15'S' A 22 27 29 31 LIVE 3.5 19'-5' A 13'5" A 22 28 29 31 20'-7' B 26 30 32 34 14'-2' A 23 27 28 30 4 17'-0' A 77.9' A 23 27 29 30 19'-3' B 26 30 32 33 7Z-17' A 23 26 28 29 4.5 15'.1' A 11'-Y A 23 26 28 30 18'•2" 8 27 29 31 - 33 11'-11' A 23 26 27 29 5 13'-T A 10'4' A 23 26 28 29 1T•3' B 27 29 31 32 11'-0' A 23 25 27 28 5.5 12'4" A 9'-7' A 23 26 27 29 16'-Y B 27 29 30 32 10'4' A 24 25 27 28 8 77'.4' A 8'•77' A 23 25 27 28 15'-2" WB 28 28 30 32 914' A 24 25 28 28 0:578) 10'•5' A 8'1' A 23 25 27 28 ji14'-a" w.0 28 28 30 31 9'•1' A 24 24 26 27 < 7.0 9'•8" A T-11' A 23 25 28 28Y73'-7' C 2B 28 29 31 8'-7' A 24 24 26 27 7.5 7-1' A T-5' A 24 24 26 27 72'•11" C ' 28 28 29 31 e'-1' A 24 24 25 27 8 8'S' A T-7' A 24 24 26 27 7Z-4' C 28 28 29 30 T-0' A 24 24 25 27 8.5 8'-0' A 6'S' A 24 24 25 27 11'-9" C 29 29 29 30 7'4' A 24 24 25 26 9 TS" A 6'-5" A 24 24 25 27 11'-3' C 29 29 29 30 T-0' A 25 25 25 26 9.5 7'•2' A 6'-1' A 24 24 25 26 70'•10" C 29 29 29 29 6'-9' A 25 25 25 26 10 6'-9' A 5'-/0' A 24 24 25 28 101•5' C 29 29 28 29 6'5' A 25 25 25 26 11 6'•Y A 5'4" A 24 24 24 26 9'4' C 29 29 29 29 U-11' A 25 1 25 1 25 25 12 5'-8' A F-0" A 24 24 24 26 9'-0" C 29 2B 2B 29 5'S" A 25 25 25 28 73 5'-2' A 4'-T A 24 24 25 28 L. C 29 2B 29 2B S•2' A 25 25 25 28 10 MPH EXPOCI IRF f 10 3 22'-8' A 15'-0' A 23 29 31 32 22'-2' A 26 32 34 35 15'4' A 23 28 30 31 LIVE 3:5 19'5- A 13'5' A 23 28 30 32 20'•7' B 26 31 33 35 14'-2' A 23 27 29 31 4 17'-0" A 17.3' A 23 28 29 31 19'-3' B 27 31 32 34 1Z-11' A 24 27 29 30 4.5 15'-1" A 11'-2" A 23 27 29 30 78'•2" B 28 30 32 34 71'-11" A 24 26 28 30 5 13'-7' A 10'4' A 24 27 28 30 1T-3' B 28 30 32 33 11'-0" A 24 26 28 29 5.5 12'-4" A 9'-7' A 24 26 28 29 16'-2" B 28 29 31 33 10'-3' A 24 26 27 29 8 11'-4' A 8'-11' A 24 28 28 29 15'•2' 8 29 29 31 32 91S' A 25 25 27 28 6.5 10'-5" A 8'S'- A 24 25 27 29 144' C 29 29 30 32 9'-1' A 25 25 27 28 7 9'•8• A 7'.11- A 24 25 27 28 13'-7' C 29 20 30 32 81•7' A 25 25 26 28 7.5 9'-1- A T-5" A 24 25 27 28 12'•11" C 29 29 30 31 8'-1' A 25 .25 26 27 8 8'S' A T-1' A 24 25 26 28 174' C 20 29 20 31 T-9' A Z5 25 26 27 8.5 8'-0' A 6'S' A 24 24 26 27 171-9- C 30 30 30 31 7'4' A 25 25 25 27 9 T-6- A 6'-5' A 25 25 26 27 17'-3' C 30 30 30 30 '7'-0' A 25 25 25 27 9.5 T-2' A 6•-1' A 25 25 28 27 70•10" C 30 30 30 30 8'-9' A 25 25 25 27 10 6'4' A 5-10' A 25 25 25 27 10'S' C 30 30 30 30. 6'-5" A 26 26 26 26 11 e'•2' A 5'4' A 25 25 25 26 9'-8" C 30 30 30 30 5'•11' A 26 26 28 26 12 5'-B' A 5'-0' A 25 25 25 27B'-0' C 30 30 30 30 5'S" A 28 26 26 27 13 5'-2` A 4'-T A 25 25 25 27 e'•S C 30 30 30 30 5'-2" A 28 28 1 28 1 27 105 MPH EXPORIIRF C 20 3 11'-10" A B'4' A 19 25 27 29 15'-0' B 22 29 30 32 10'-1' A 19 25 26 28 LIVE 3.5 10'-2" A 8'-3 A 10 25 28 28 14'•2" C 23 28 30 31 8'-11" A 19 24 28 27 4 e'-11- A 7'•5" A 19 24 26 27 12'-10" C 23 27 29 30 8'•1' A 20 24 25 77 4.5 T-11� A 6'S' A 19 24 25 27 11''B- C 23 27 28 30 7'4' A 20 23 25 28 5 T-1' A 6•-7- A 19 23 25 26 10'-10' C 23 26 28 29 6'-0- A 20 23 24 26 5.5 e'5' A 5'4' A 19 23 25 26 10'•1' C 23 26 28 29 6'-3' A 20 23 24 26 6' 5'-11• A 51-3" A 19 23 24 26 9'5" C 24 28 27 20 5'-9' A 20 22 24 25 6.5 5'5' A 4'-10" A 19 22 24 25 &.10" C 24 25 27 28 5'-5" A 20 22 24 25 7 5'-1' A 4'S" A 20 22 24 25 8'4" C 24 25 28 28 5'-1" B 20 22 23 25 7.5 4'-9' A 4'4' A 20 22 23 25 TAT C 24 25 26 28 4'-9' B 20 21 23 24 8 4'-5' A 4'-0" ' A 20 22 23 25 T-5" C 24 24 26 27 4'4' B 20 21 23 24 8.5 4'-2' A T-10" A 20 21 23 24 T-1" C 24 24 26 27 4'•3' B 20 21 23 24 9 T-11' A Y-7" A 20 22 23 25 6'-9" C 24 24 25 27 4'-1" B 20 22 23 25 9.5 T-9' A 3'S" A 20 22 23 25 T-5' C 24 24 25 27 T-10' B 21 22 23 25 10 3'S' A T-3' A 20 22 24 25 6'-2" C 24 24 25 26 3'S' B 21 22 24 25 11 3'-Y A T -O' A 20 23 24 25 5'S' C 24 24 25 26 1 3'S' B 21 23 1 24 25 12 7.11' A 2'-9' A 20 23 24 26 5'-3" C 25 25 25 26 T-1' B 1 21 23 24 28 13 2'4' A 2'S' A 20 23 25 26 4'•70' C 25 25 25 26 7-11' B 21 23 25 26 25 3 9'-7' A 9'-0" A 18 25 27 28 15'•9' C 22 28 30 32 9'S" B 19 25 26 28 3.5 8'-2' A 7'•11• A 10 25 26 28 13'-8' C - 22 28 29 31 8'-8' a 19 24 26 27 4 T•2" A 7'.1' A 19 24 26 27 17S' C 23 27 29 30 T-0' B 19 24 25 27 4.5 6'4' A 6'-5" B 10 24 25 27 11'4' C 23 27 28 30 T-1' B 20 23 25 26 5 5'-9' A 5'-11' B 19 23 25 26 10'5' C 23 26 28 29 6'S' B 20 23 24 26 5.5 5'-2' A 51•5' B 19 23 24 28 9'-9' C 23 26 27 29 6'-0' B 20 22 24 25 6 4'-Y A 5'-0' B 19 22 24 25 9'-1' C 23 25 27 28 5'•7" B 20 22 24 25 6.5 4'5' A 4'S" B 19 22 24 25 8'S" C ` 23 25 27 28 5'•2' B 20 22 23 25 7 4'•7' A 4'4' B 79 1 22 2925 8'-0' C 24 25 29 28 4'-10" B 20 22 29 25 7.5 9'-10' A 4'•7' B 19 22 23 25 7'•T C 24 24 26 27 4'•T B 20 21 23 24 8 9'•7" A 3'•70' B 19 21 23 24 T-2' C 24 24 26 27 4'4' B 20 21 23 24 19 21 23 24 8'•10' C 24 24 25 27 4'-1' B 20 21 23 24 B 9'-Y A 3'•5' B 19 22 23 25 6'S' C .24 24 25 27 3'•11' B 20 22 23 25 19 22 23 25 6'-Y C 24 24 25 26 3'S' 8 20 22 23 25 110 MPH EXPOSURE C 25 3 9'•7' A 9'-0' A 11 26 28 29 15'-3' C 23 2B 31 32 9'4" B 20 25 27 28 3.5 8'-2' A 71•11' A 19 25 27 28 1T-8' C 23 28 30 32 814' B 20 25 28 28 4 7'-Y A T-1' A 19 25 26 28 12'5" C 23 28 29 31 7'-0" B 20 24 26 27 4.5 6'4' A 6'•5" B 20 24 26 27 11'4- C 24 27 29 30 T-1' B 20 24 25 27 5 5'•9" A 5'-11- 8 20 24 25 27 105- C 24 27 28 30 6'S" B 20 23 25 26 5.5 5'•2' A 5'•5' 8 20 23 25 26 9'•9" C 24 26 28 29 6'-0" B . 20 23 25 26 e4'-0" A 5'-0" 8 20 23 25 26 9'-1' C - 24 28 28 29 5'-7" B 21 23 24 26 6.5 4'5' A 4'4' B 20 23 24 26 8'S' C 24 26 27 29 5'•2' 8 21 - 22 24 25 7 4'.1" A 4'4' B 20 22 24 25 F-0' C 24 25 27 28 4'•10" B 21 22 24 25 7.5 3'-7(" A 4'-1" B 20 22 24 25 7'•7" C 24 25 27 28 4'-T B 21 22 23 25 B 3'-7" A 3'-10' B 20 22 23 25 T-2' C 25 25 28 28 4'4' 8 21 22 23 25 8.5 3'4' A 3'S' B 20 22 24 25 6'-10' C 25 25 26 27 4'-1' B 21 22 24 25 9 T -Y A 3'S' B 20 22 24 25 8'4' C 25 25 26 27 T-11" B 21 22 24 25 9.5 T-0- A T•3' B 20 1 22 24 25 6'-2' 1 C 25 1 25 1 28 27 J. T-8- B 21 22. 24 25 .12) X05 MPH EXPOSURE C'. % / 105 MPH EXPOSURE 10 4 +s311- _'-27.8"'{ "A 151-0" A 22 28 30 32 27.2' A 25 31 33 34 15'S' A 22 27 29 31 LIVE 3.5 19'-5' A 13'5" A 22 28 29 31 20'-7' B 26 30 32 34 14'-2' A 23 27 28 30 4 17'-0' A 77.9' A 23 27 29 30 19'-3' B 26 30 32 33 7Z-17' A 23 26 28 29 4.5 15'.1' A 11'-Y A 23 26 28 30 18'•2" 8 27 29 31 - 33 11'-11' A 23 26 27 29 5 13'-T A 10'4' A 23 26 28 29 1T•3' B 27 29 31 32 11'-0' A 23 25 27 28 5.5 12'4" A 9'-7' A 23 26 27 29 16'-Y B 27 29 30 32 10'4' A 24 25 27 28 8 77'.4' A 8'•77' A 23 25 27 28 15'-2" WB 28 28 30 32 914' A 24 25 28 28 0:578) 10'•5' A 8'1' A 23 25 27 28 ji14'-a" w.0 28 28 30 31 9'•1' A 24 24 26 27 < 7.0 9'•8" A T-11' A 23 25 28 28Y73'-7' C 2B 28 29 31 8'-7' A 24 24 26 27 7.5 7-1' A T-5' A 24 24 26 27 72'•11" C ' 28 28 29 31 e'-1' A 24 24 25 27 8 8'S' A T-7' A 24 24 26 27 7Z-4' C 28 28 29 30 T-0' A 24 24 25 27 8.5 8'-0' A 6'S' A 24 24 25 27 11'-9" C 29 29 29 30 7'4' A 24 24 25 26 9 TS" A 6'-5" A 24 24 25 27 11'-3' C 29 29 29 30 T-0' A 25 25 25 26 9.5 7'•2' A 6'-1' A 24 24 25 26 70'•10" C 29 29 29 29 6'-9' A 25 25 25 26 10 6'-9' A 5'-/0' A 24 24 25 28 101•5' C 29 29 28 29 6'5' A 25 25 25 26 11 6'•Y A 5'4" A 24 24 24 26 9'4' C 29 29 29 29 U-11' A 25 1 25 1 25 25 12 5'-8' A F-0" A 24 24 24 26 9'-0" C 29 2B 2B 29 5'S" A 25 25 25 28 73 5'-2' A 4'-T A 24 24 25 28 L. C 29 2B 29 2B S•2' A 25 25 25 28 10 MPH EXPOCI IRF f 10 3 22'-8' A 15'-0' A 23 29 31 32 22'-2' A 26 32 34 35 15'4' A 23 28 30 31 LIVE 3:5 19'5- A 13'5' A 23 28 30 32 20'•7' B 26 31 33 35 14'-2' A 23 27 29 31 4 17'-0" A 17.3' A 23 28 29 31 19'-3' B 27 31 32 34 1Z-11' A 24 27 29 30 4.5 15'-1" A 11'-2" A 23 27 29 30 78'•2" B 28 30 32 34 71'-11" A 24 26 28 30 5 13'-7' A 10'4' A 24 27 28 30 1T-3' B 28 30 32 33 11'-0" A 24 26 28 29 5.5 12'-4" A 9'-7' A 24 26 28 29 16'-2" B 28 29 31 33 10'-3' A 24 26 27 29 8 11'-4' A 8'-11' A 24 28 28 29 15'•2' 8 29 29 31 32 91S' A 25 25 27 28 6.5 10'-5" A 8'S'- A 24 25 27 29 144' C 29 29 30 32 9'-1' A 25 25 27 28 7 9'•8• A 7'.11- A 24 25 27 28 13'-7' C 29 20 30 32 81•7' A 25 25 26 28 7.5 9'-1- A T-5" A 24 25 27 28 12'•11" C 29 29 30 31 8'-1' A 25 .25 26 27 8 8'S' A T-1' A 24 25 26 28 174' C 20 29 20 31 T-9' A Z5 25 26 27 8.5 8'-0' A 6'S' A 24 24 26 27 171-9- C 30 30 30 31 7'4' A 25 25 25 27 9 T-6- A 6'-5' A 25 25 26 27 17'-3' C 30 30 30 30 '7'-0' A 25 25 25 27 9.5 T-2' A 6•-1' A 25 25 28 27 70•10" C 30 30 30 30 8'-9' A 25 25 25 27 10 6'4' A 5-10' A 25 25 25 27 10'S' C 30 30 30 30. 6'-5" A 26 26 26 26 11 e'•2' A 5'4' A 25 25 25 26 9'-8" C 30 30 30 30 5'•11' A 26 26 28 26 12 5'-B' A 5'-0' A 25 25 25 27B'-0' C 30 30 30 30 5'S" A 28 26 26 27 13 5'-2` A 4'-T A 25 25 25 27 e'•S C 30 30 30 30 5'-2" A 28 28 1 28 1 27 105 MPH EXPORIIRF C 20 3 11'-10" A B'4' A 19 25 27 29 15'-0' B 22 29 30 32 10'-1' A 19 25 26 28 LIVE 3.5 10'-2" A 8'-3 A 10 25 28 28 14'•2" C 23 28 30 31 8'-11" A 19 24 28 27 4 e'-11- A 7'•5" A 19 24 26 27 12'-10" C 23 27 29 30 8'•1' A 20 24 25 77 4.5 T-11� A 6'S' A 19 24 25 27 11''B- C 23 27 28 30 7'4' A 20 23 25 28 5 T-1' A 6•-7- A 19 23 25 26 10'-10' C 23 26 28 29 6'-0- A 20 23 24 26 5.5 e'5' A 5'4' A 19 23 25 26 10'•1' C 23 26 28 29 6'-3' A 20 23 24 26 6' 5'-11• A 51-3" A 19 23 24 26 9'5" C 24 28 27 20 5'-9' A 20 22 24 25 6.5 5'5' A 4'-10" A 19 22 24 25 &.10" C 24 25 27 28 5'-5" A 20 22 24 25 7 5'-1' A 4'S" A 20 22 24 25 8'4" C 24 25 28 28 5'-1" B 20 22 23 25 7.5 4'-9' A 4'4' A 20 22 23 25 TAT C 24 25 26 28 4'-9' B 20 21 23 24 8 4'-5' A 4'-0" ' A 20 22 23 25 T-5" C 24 24 26 27 4'4' B 20 21 23 24 8.5 4'-2' A T-10" A 20 21 23 24 T-1" C 24 24 26 27 4'•3' B 20 21 23 24 9 T-11' A Y-7" A 20 22 23 25 6'-9" C 24 24 25 27 4'-1" B 20 22 23 25 9.5 T-9' A 3'S" A 20 22 23 25 T-5' C 24 24 25 27 T-10' B 21 22 23 25 10 3'S' A T-3' A 20 22 24 25 6'-2" C 24 24 25 26 3'S' B 21 22 24 25 11 3'-Y A T -O' A 20 23 24 25 5'S' C 24 24 25 26 1 3'S' B 21 23 1 24 25 12 7.11' A 2'-9' A 20 23 24 26 5'-3" C 25 25 25 26 T-1' B 1 21 23 24 28 13 2'4' A 2'S' A 20 23 25 26 4'•70' C 25 25 25 26 7-11' B 21 23 25 26 25 3 9'-7' A 9'-0" A 18 25 27 28 15'•9' C 22 28 30 32 9'S" B 19 25 26 28 3.5 8'-2' A 7'•11• A 10 25 26 28 13'-8' C - 22 28 29 31 8'-8' a 19 24 26 27 4 T•2" A 7'.1' A 19 24 26 27 17S' C 23 27 29 30 T-0' B 19 24 25 27 4.5 6'4' A 6'-5" B 10 24 25 27 11'4' C 23 27 28 30 T-1' B 20 23 25 26 5 5'-9' A 5'-11' B 19 23 25 26 10'5' C 23 26 28 29 6'S' B 20 23 24 26 5.5 5'-2' A 51•5' B 19 23 24 28 9'-9' C 23 26 27 29 6'-0' B 20 22 24 25 6 4'-Y A 5'-0' B 19 22 24 25 9'-1' C 23 25 27 28 5'•7" B 20 22 24 25 6.5 4'5' A 4'S" B 19 22 24 25 8'S" C ` 23 25 27 28 5'•2' B 20 22 23 25 7 4'•7' A 4'4' B 79 1 22 2925 8'-0' C 24 25 29 28 4'-10" B 20 22 29 25 7.5 9'-10' A 4'•7' B 19 22 23 25 7'•T C 24 24 26 27 4'•T B 20 21 23 24 8 9'•7" A 3'•70' B 19 21 23 24 T-2' C 24 24 26 27 4'4' B 20 21 23 24 19 21 23 24 8'•10' C 24 24 25 27 4'-1' B 20 21 23 24 B 9'-Y A 3'•5' B 19 22 23 25 6'S' C .24 24 25 27 3'•11' B 20 22 23 25 19 22 23 25 6'-Y C 24 24 25 26 3'S' 8 20 22 23 25 110 MPH EXPOSURE C 25 3 9'•7' A 9'-0' A 11 26 28 29 15'-3' C 23 2B 31 32 9'4" B 20 25 27 28 3.5 8'-2' A 71•11' A 19 25 27 28 1T-8' C 23 28 30 32 814' B 20 25 28 28 4 7'-Y A T-1' A 19 25 26 28 12'5" C 23 28 29 31 7'-0" B 20 24 26 27 4.5 6'4' A 6'•5" B 20 24 26 27 11'4- C 24 27 29 30 T-1' B 20 24 25 27 5 5'•9" A 5'-11- 8 20 24 25 27 105- C 24 27 28 30 6'S" B 20 23 25 26 5.5 5'•2' A 5'•5' 8 20 23 25 26 9'•9" C 24 26 28 29 6'-0" B . 20 23 25 26 e4'-0" A 5'-0" 8 20 23 25 26 9'-1' C - 24 28 28 29 5'-7" B 21 23 24 26 6.5 4'5' A 4'4' B 20 23 24 26 8'S' C 24 26 27 29 5'•2' 8 21 - 22 24 25 7 4'.1" A 4'4' B 20 22 24 25 F-0' C 24 25 27 28 4'•10" B 21 22 24 25 7.5 3'-7(" A 4'-1" B 20 22 24 25 7'•7" C 24 25 27 28 4'-T B 21 22 23 25 B 3'-7" A 3'-10' B 20 22 23 25 T-2' C 25 25 28 28 4'4' 8 21 22 23 25 8.5 3'4' A 3'S' B 20 22 24 25 6'-10' C 25 25 26 27 4'-1' B 21 22 24 25 9 T -Y A 3'S' B 20 22 24 25 8'4' C 25 25 26 27 T-11" B 21 22 24 25 9.5 T-0- A T•3' B 20 1 22 24 25 6'-2' 1 C 25 1 25 1 28 27 J. T-8- B 21 22. 24 25 .12) 10 MPH EXPOCI IRF f 10 3 22'-8' A 15'-0' A 23 29 31 32 22'-2' A 26 32 34 35 15'4' A 23 28 30 31 LIVE 3:5 19'5- A 13'5' A 23 28 30 32 20'•7' B 26 31 33 35 14'-2' A 23 27 29 31 4 17'-0" A 17.3' A 23 28 29 31 19'-3' B 27 31 32 34 1Z-11' A 24 27 29 30 4.5 15'-1" A 11'-2" A 23 27 29 30 78'•2" B 28 30 32 34 71'-11" A 24 26 28 30 5 13'-7' A 10'4' A 24 27 28 30 1T-3' B 28 30 32 33 11'-0" A 24 26 28 29 5.5 12'-4" A 9'-7' A 24 26 28 29 16'-2" B 28 29 31 33 10'-3' A 24 26 27 29 8 11'-4' A 8'-11' A 24 28 28 29 15'•2' 8 29 29 31 32 91S' A 25 25 27 28 6.5 10'-5" A 8'S'- A 24 25 27 29 144' C 29 29 30 32 9'-1' A 25 25 27 28 7 9'•8• A 7'.11- A 24 25 27 28 13'-7' C 29 20 30 32 81•7' A 25 25 26 28 7.5 9'-1- A T-5" A 24 25 27 28 12'•11" C 29 29 30 31 8'-1' A 25 .25 26 27 8 8'S' A T-1' A 24 25 26 28 174' C 20 29 20 31 T-9' A Z5 25 26 27 8.5 8'-0' A 6'S' A 24 24 26 27 171-9- C 30 30 30 31 7'4' A 25 25 25 27 9 T-6- A 6'-5' A 25 25 26 27 17'-3' C 30 30 30 30 '7'-0' A 25 25 25 27 9.5 T-2' A 6•-1' A 25 25 28 27 70•10" C 30 30 30 30 8'-9' A 25 25 25 27 10 6'4' A 5-10' A 25 25 25 27 10'S' C 30 30 30 30. 6'-5" A 26 26 26 26 11 e'•2' A 5'4' A 25 25 25 26 9'-8" C 30 30 30 30 5'•11' A 26 26 28 26 12 5'-B' A 5'-0' A 25 25 25 27B'-0' C 30 30 30 30 5'S" A 28 26 26 27 13 5'-2` A 4'-T A 25 25 25 27 e'•S C 30 30 30 30 5'-2" A 28 28 1 28 1 27 105 MPH EXPORIIRF C 20 3 11'-10" A B'4' A 19 25 27 29 15'-0' B 22 29 30 32 10'-1' A 19 25 26 28 LIVE 3.5 10'-2" A 8'-3 A 10 25 28 28 14'•2" C 23 28 30 31 8'-11" A 19 24 28 27 4 e'-11- A 7'•5" A 19 24 26 27 12'-10" C 23 27 29 30 8'•1' A 20 24 25 77 4.5 T-11� A 6'S' A 19 24 25 27 11''B- C 23 27 28 30 7'4' A 20 23 25 28 5 T-1' A 6•-7- A 19 23 25 26 10'-10' C 23 26 28 29 6'-0- A 20 23 24 26 5.5 e'5' A 5'4' A 19 23 25 26 10'•1' C 23 26 28 29 6'-3' A 20 23 24 26 6' 5'-11• A 51-3" A 19 23 24 26 9'5" C 24 28 27 20 5'-9' A 20 22 24 25 6.5 5'5' A 4'-10" A 19 22 24 25 &.10" C 24 25 27 28 5'-5" A 20 22 24 25 7 5'-1' A 4'S" A 20 22 24 25 8'4" C 24 25 28 28 5'-1" B 20 22 23 25 7.5 4'-9' A 4'4' A 20 22 23 25 TAT C 24 25 26 28 4'-9' B 20 21 23 24 8 4'-5' A 4'-0" ' A 20 22 23 25 T-5" C 24 24 26 27 4'4' B 20 21 23 24 8.5 4'-2' A T-10" A 20 21 23 24 T-1" C 24 24 26 27 4'•3' B 20 21 23 24 9 T-11' A Y-7" A 20 22 23 25 6'-9" C 24 24 25 27 4'-1" B 20 22 23 25 9.5 T-9' A 3'S" A 20 22 23 25 T-5' C 24 24 25 27 T-10' B 21 22 23 25 10 3'S' A T-3' A 20 22 24 25 6'-2" C 24 24 25 26 3'S' B 21 22 24 25 11 3'-Y A T -O' A 20 23 24 25 5'S' C 24 24 25 26 1 3'S' B 21 23 1 24 25 12 7.11' A 2'-9' A 20 23 24 26 5'-3" C 25 25 25 26 T-1' B 1 21 23 24 28 13 2'4' A 2'S' A 20 23 25 26 4'•70' C 25 25 25 26 7-11' B 21 23 25 26 25 3 9'-7' A 9'-0" A 18 25 27 28 15'•9' C 22 28 30 32 9'S" B 19 25 26 28 3.5 8'-2' A 7'•11• A 10 25 26 28 13'-8' C - 22 28 29 31 8'-8' a 19 24 26 27 4 T•2" A 7'.1' A 19 24 26 27 17S' C 23 27 29 30 T-0' B 19 24 25 27 4.5 6'4' A 6'-5" B 10 24 25 27 11'4' C 23 27 28 30 T-1' B 20 23 25 26 5 5'-9' A 5'-11' B 19 23 25 26 10'5' C 23 26 28 29 6'S' B 20 23 24 26 5.5 5'-2' A 51•5' B 19 23 24 28 9'-9' C 23 26 27 29 6'-0' B 20 22 24 25 6 4'-Y A 5'-0' B 19 22 24 25 9'-1' C 23 25 27 28 5'•7" B 20 22 24 25 6.5 4'5' A 4'S" B 19 22 24 25 8'S" C ` 23 25 27 28 5'•2' B 20 22 23 25 7 4'•7' A 4'4' B 79 1 22 2925 8'-0' C 24 25 29 28 4'-10" B 20 22 29 25 7.5 9'-10' A 4'•7' B 19 22 23 25 7'•T C 24 24 26 27 4'•T B 20 21 23 24 8 9'•7" A 3'•70' B 19 21 23 24 T-2' C 24 24 26 27 4'4' B 20 21 23 24 19 21 23 24 8'•10' C 24 24 25 27 4'-1' B 20 21 23 24 B 9'-Y A 3'•5' B 19 22 23 25 6'S' C .24 24 25 27 3'•11' B 20 22 23 25 19 22 23 25 6'-Y C 24 24 25 26 3'S' 8 20 22 23 25 110 MPH EXPOSURE C 25 3 9'•7' A 9'-0' A 11 26 28 29 15'-3' C 23 2B 31 32 9'4" B 20 25 27 28 3.5 8'-2' A 71•11' A 19 25 27 28 1T-8' C 23 28 30 32 814' B 20 25 28 28 4 7'-Y A T-1' A 19 25 26 28 12'5" C 23 28 29 31 7'-0" B 20 24 26 27 4.5 6'4' A 6'•5" B 20 24 26 27 11'4- C 24 27 29 30 T-1' B 20 24 25 27 5 5'•9" A 5'-11- 8 20 24 25 27 105- C 24 27 28 30 6'S" B 20 23 25 26 5.5 5'•2' A 5'•5' 8 20 23 25 26 9'•9" C 24 26 28 29 6'-0" B . 20 23 25 26 e4'-0" A 5'-0" 8 20 23 25 26 9'-1' C - 24 28 28 29 5'-7" B 21 23 24 26 6.5 4'5' A 4'4' B 20 23 24 26 8'S' C 24 26 27 29 5'•2' 8 21 - 22 24 25 7 4'.1" A 4'4' B 20 22 24 25 F-0' C 24 25 27 28 4'•10" B 21 22 24 25 7.5 3'-7(" A 4'-1" B 20 22 24 25 7'•7" C 24 25 27 28 4'-T B 21 22 23 25 B 3'-7" A 3'-10' B 20 22 23 25 T-2' C 25 25 28 28 4'4' 8 21 22 23 25 8.5 3'4' A 3'S' B 20 22 24 25 6'-10' C 25 25 26 27 4'-1' B 21 22 24 25 9 T -Y A 3'S' B 20 22 24 25 8'4' C 25 25 26 27 T-11" B 21 22 24 25 9.5 T-0- A T•3' B 20 1 22 24 25 6'-2' 1 C 25 1 25 1 28 27 J. T-8- B 21 22. 24 25 .12) 105 MPH EXPORIIRF C 20 3 11'-10" A B'4' A 19 25 27 29 15'-0' B 22 29 30 32 10'-1' A 19 25 26 28 LIVE 3.5 10'-2" A 8'-3 A 10 25 28 28 14'•2" C 23 28 30 31 8'-11" A 19 24 28 27 4 e'-11- A 7'•5" A 19 24 26 27 12'-10" C 23 27 29 30 8'•1' A 20 24 25 77 4.5 T-11� A 6'S' A 19 24 25 27 11''B- C 23 27 28 30 7'4' A 20 23 25 28 5 T-1' A 6•-7- A 19 23 25 26 10'-10' C 23 26 28 29 6'-0- A 20 23 24 26 5.5 e'5' A 5'4' A 19 23 25 26 10'•1' C 23 26 28 29 6'-3' A 20 23 24 26 6' 5'-11• A 51-3" A 19 23 24 26 9'5" C 24 28 27 20 5'-9' A 20 22 24 25 6.5 5'5' A 4'-10" A 19 22 24 25 &.10" C 24 25 27 28 5'-5" A 20 22 24 25 7 5'-1' A 4'S" A 20 22 24 25 8'4" C 24 25 28 28 5'-1" B 20 22 23 25 7.5 4'-9' A 4'4' A 20 22 23 25 TAT C 24 25 26 28 4'-9' B 20 21 23 24 8 4'-5' A 4'-0" ' A 20 22 23 25 T-5" C 24 24 26 27 4'4' B 20 21 23 24 8.5 4'-2' A T-10" A 20 21 23 24 T-1" C 24 24 26 27 4'•3' B 20 21 23 24 9 T-11' A Y-7" A 20 22 23 25 6'-9" C 24 24 25 27 4'-1" B 20 22 23 25 9.5 T-9' A 3'S" A 20 22 23 25 T-5' C 24 24 25 27 T-10' B 21 22 23 25 10 3'S' A T-3' A 20 22 24 25 6'-2" C 24 24 25 26 3'S' B 21 22 24 25 11 3'-Y A T -O' A 20 23 24 25 5'S' C 24 24 25 26 1 3'S' B 21 23 1 24 25 12 7.11' A 2'-9' A 20 23 24 26 5'-3" C 25 25 25 26 T-1' B 1 21 23 24 28 13 2'4' A 2'S' A 20 23 25 26 4'•70' C 25 25 25 26 7-11' B 21 23 25 26 25 3 9'-7' A 9'-0" A 18 25 27 28 15'•9' C 22 28 30 32 9'S" B 19 25 26 28 3.5 8'-2' A 7'•11• A 10 25 26 28 13'-8' C - 22 28 29 31 8'-8' a 19 24 26 27 4 T•2" A 7'.1' A 19 24 26 27 17S' C 23 27 29 30 T-0' B 19 24 25 27 4.5 6'4' A 6'-5" B 10 24 25 27 11'4' C 23 27 28 30 T-1' B 20 23 25 26 5 5'-9' A 5'-11' B 19 23 25 26 10'5' C 23 26 28 29 6'S' B 20 23 24 26 5.5 5'-2' A 51•5' B 19 23 24 28 9'-9' C 23 26 27 29 6'-0' B 20 22 24 25 6 4'-Y A 5'-0' B 19 22 24 25 9'-1' C 23 25 27 28 5'•7" B 20 22 24 25 6.5 4'5' A 4'S" B 19 22 24 25 8'S" C ` 23 25 27 28 5'•2' B 20 22 23 25 7 4'•7' A 4'4' B 79 1 22 2925 8'-0' C 24 25 29 28 4'-10" B 20 22 29 25 7.5 9'-10' A 4'•7' B 19 22 23 25 7'•T C 24 24 26 27 4'•T B 20 21 23 24 8 9'•7" A 3'•70' B 19 21 23 24 T-2' C 24 24 26 27 4'4' B 20 21 23 24 19 21 23 24 8'•10' C 24 24 25 27 4'-1' B 20 21 23 24 B 9'-Y A 3'•5' B 19 22 23 25 6'S' C .24 24 25 27 3'•11' B 20 22 23 25 19 22 23 25 6'-Y C 24 24 25 26 3'S' 8 20 22 23 25 110 MPH EXPOSURE C 25 3 9'•7' A 9'-0' A 11 26 28 29 15'-3' C 23 2B 31 32 9'4" B 20 25 27 28 3.5 8'-2' A 71•11' A 19 25 27 28 1T-8' C 23 28 30 32 814' B 20 25 28 28 4 7'-Y A T-1' A 19 25 26 28 12'5" C 23 28 29 31 7'-0" B 20 24 26 27 4.5 6'4' A 6'•5" B 20 24 26 27 11'4- C 24 27 29 30 T-1' B 20 24 25 27 5 5'•9" A 5'-11- 8 20 24 25 27 105- C 24 27 28 30 6'S" B 20 23 25 26 5.5 5'•2' A 5'•5' 8 20 23 25 26 9'•9" C 24 26 28 29 6'-0" B . 20 23 25 26 e4'-0" A 5'-0" 8 20 23 25 26 9'-1' C - 24 28 28 29 5'-7" B 21 23 24 26 6.5 4'5' A 4'4' B 20 23 24 26 8'S' C 24 26 27 29 5'•2' 8 21 - 22 24 25 7 4'.1" A 4'4' B 20 22 24 25 F-0' C 24 25 27 28 4'•10" B 21 22 24 25 7.5 3'-7(" A 4'-1" B 20 22 24 25 7'•7" C 24 25 27 28 4'-T B 21 22 23 25 B 3'-7" A 3'-10' B 20 22 23 25 T-2' C 25 25 28 28 4'4' 8 21 22 23 25 8.5 3'4' A 3'S' B 20 22 24 25 6'-10' C 25 25 26 27 4'-1' B 21 22 24 25 9 T -Y A 3'S' B 20 22 24 25 8'4' C 25 25 26 27 T-11" B 21 22 24 25 9.5 T-0- A T•3' B 20 1 22 24 25 6'-2' 1 C 25 1 25 1 28 27 J. T-8- B 21 22. 24 25 .12) 25 3 9'-7' A 9'-0" A 18 25 27 28 15'•9' C 22 28 30 32 9'S" B 19 25 26 28 3.5 8'-2' A 7'•11• A 10 25 26 28 13'-8' C - 22 28 29 31 8'-8' a 19 24 26 27 4 T•2" A 7'.1' A 19 24 26 27 17S' C 23 27 29 30 T-0' B 19 24 25 27 4.5 6'4' A 6'-5" B 10 24 25 27 11'4' C 23 27 28 30 T-1' B 20 23 25 26 5 5'-9' A 5'-11' B 19 23 25 26 10'5' C 23 26 28 29 6'S' B 20 23 24 26 5.5 5'-2' A 51•5' B 19 23 24 28 9'-9' C 23 26 27 29 6'-0' B 20 22 24 25 6 4'-Y A 5'-0' B 19 22 24 25 9'-1' C 23 25 27 28 5'•7" B 20 22 24 25 6.5 4'5' A 4'S" B 19 22 24 25 8'S" C ` 23 25 27 28 5'•2' B 20 22 23 25 7 4'•7' A 4'4' B 79 1 22 2925 8'-0' C 24 25 29 28 4'-10" B 20 22 29 25 7.5 9'-10' A 4'•7' B 19 22 23 25 7'•T C 24 24 26 27 4'•T B 20 21 23 24 8 9'•7" A 3'•70' B 19 21 23 24 T-2' C 24 24 26 27 4'4' B 20 21 23 24 19 21 23 24 8'•10' C 24 24 25 27 4'-1' B 20 21 23 24 B 9'-Y A 3'•5' B 19 22 23 25 6'S' C .24 24 25 27 3'•11' B 20 22 23 25 19 22 23 25 6'-Y C 24 24 25 26 3'S' 8 20 22 23 25 110 MPH EXPOSURE C 25 3 9'•7' A 9'-0' A 11 26 28 29 15'-3' C 23 2B 31 32 9'4" B 20 25 27 28 3.5 8'-2' A 71•11' A 19 25 27 28 1T-8' C 23 28 30 32 814' B 20 25 28 28 4 7'-Y A T-1' A 19 25 26 28 12'5" C 23 28 29 31 7'-0" B 20 24 26 27 4.5 6'4' A 6'•5" B 20 24 26 27 11'4- C 24 27 29 30 T-1' B 20 24 25 27 5 5'•9" A 5'-11- 8 20 24 25 27 105- C 24 27 28 30 6'S" B 20 23 25 26 5.5 5'•2' A 5'•5' 8 20 23 25 26 9'•9" C 24 26 28 29 6'-0" B . 20 23 25 26 e4'-0" A 5'-0" 8 20 23 25 26 9'-1' C - 24 28 28 29 5'-7" B 21 23 24 26 6.5 4'5' A 4'4' B 20 23 24 26 8'S' C 24 26 27 29 5'•2' 8 21 - 22 24 25 7 4'.1" A 4'4' B 20 22 24 25 F-0' C 24 25 27 28 4'•10" B 21 22 24 25 7.5 3'-7(" A 4'-1" B 20 22 24 25 7'•7" C 24 25 27 28 4'-T B 21 22 23 25 B 3'-7" A 3'-10' B 20 22 23 25 T-2' C 25 25 28 28 4'4' 8 21 22 23 25 8.5 3'4' A 3'S' B 20 22 24 25 6'-10' C 25 25 26 27 4'-1' B 21 22 24 25 9 T -Y A 3'S' B 20 22 24 25 8'4' C 25 25 26 27 T-11" B 21 22 24 25 9.5 T-0- A T•3' B 20 1 22 24 25 6'-2' 1 C 25 1 25 1 28 27 J. T-8- B 21 22. 24 25 .12) 110 MPH EXPOSURE C 25 3 9'•7' A 9'-0' A 11 26 28 29 15'-3' C 23 2B 31 32 9'4" B 20 25 27 28 3.5 8'-2' A 71•11' A 19 25 27 28 1T-8' C 23 28 30 32 814' B 20 25 28 28 4 7'-Y A T-1' A 19 25 26 28 12'5" C 23 28 29 31 7'-0" B 20 24 26 27 4.5 6'4' A 6'•5" B 20 24 26 27 11'4- C 24 27 29 30 T-1' B 20 24 25 27 5 5'•9" A 5'-11- 8 20 24 25 27 105- C 24 27 28 30 6'S" B 20 23 25 26 5.5 5'•2' A 5'•5' 8 20 23 25 26 9'•9" C 24 26 28 29 6'-0" B . 20 23 25 26 e4'-0" A 5'-0" 8 20 23 25 26 9'-1' C - 24 28 28 29 5'-7" B 21 23 24 26 6.5 4'5' A 4'4' B 20 23 24 26 8'S' C 24 26 27 29 5'•2' 8 21 - 22 24 25 7 4'.1" A 4'4' B 20 22 24 25 F-0' C 24 25 27 28 4'•10" B 21 22 24 25 7.5 3'-7(" A 4'-1" B 20 22 24 25 7'•7" C 24 25 27 28 4'-T B 21 22 23 25 B 3'-7" A 3'-10' B 20 22 23 25 T-2' C 25 25 28 28 4'4' 8 21 22 23 25 8.5 3'4' A 3'S' B 20 22 24 25 6'-10' C 25 25 26 27 4'-1' B 21 22 24 25 9 T -Y A 3'S' B 20 22 24 25 8'4' C 25 25 26 27 T-11" B 21 22 24 25 9.5 T-0- A T•3' B 20 1 22 24 25 6'-2' 1 C 25 1 25 1 28 27 J. T-8- B 21 22. 24 25 .12) .12) 1 I PRINTED ON 4/29/2009 Freestanding Or A LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: 28 0.042"x3"x8" Box Beam Detail 1-7 Double 0.042"x3x8" Box Beam Detail L1; MIN TABLE 3.1 Attached Freestanding or Attached Freestanding or POST Structure Mullis an Units Structure Multis an Units TYPE GROUND TRIG MAX POST MAX 10'-2" A MAX POST LENGTH MAX 20 25 MAX POST LENGTH 29 SNOW WIDTH POST REO'D POST MIN FOOTER 8' I 10' I 17 POST MIN fOOTER B' ' 10' I 17 6' LOAD (FT) SPACING FOR SPACING POST SIZE CONSTRAMEDFOOTER SPACING POST 812E CONSTRAINED FOOTI 28 (PSF) 31 ON SLAB SLAB (FT) TYPE 'd' 'd' 'd' 'd (FT) TYPE 'd -d- 'd" "d' 6'6" A 20 FT) 26 27 11'-9" (in) (in) (int fn) 27 29 (in) fn) Pn A 20 24 25 27 5 7'-1' A 6'-1" A 20 24 IAPMO ES REPORT #0113 20 Attached Freestanding Or A Structure I Multis an Units MAX 28 MAX POST LENGTH POST MIN FOOTER B' I 10' I 12' PACING POST SIZE CONSTRAINED FOOTF (FT) TYPE 'd -d' I 'd I -d 20 3 11'-10" A 9'4" A 19 28 28 29 15'-9' B 23 28 31 33 10'-1" A 20 25 27 29 LIVE 3.5 10'-2" A 8'-3' A 20 25 27 29 14'-2' C 23 29 30 32 e'-11" A 20 25 26 28 6' 4 8'-11" A 7'-5" A 20 25 26 28 17-10" C 24 28 30 31 8'-1' A 20 24 29 27 7' 4.5 T-11" A 6'6" A 20 24 26 27 11'-9" C 24 27 29 31 7'-4" A 20 24 25 27 5 7'-1' A 6'-1" A 20 24 26 27 10'-10' C 24 27 29 30 6'-9' A 21 23 25 27 5.5 6'•5" A 516' A 20 24 25 27 10'•1" C 24 26 28 30 6'-T A 21 23 25 26 B F-11' A 5'•3' A 20 23 25 26 B'-5" C 24 28 28 29 5'-9' A 21 23 24 28 6.5 5'15' A 4'•10' A 20 23 24 26 8'-10" C 25 26 27 29 5'-5' A 21 22 24 26 7 5'•1" A 4'6" A 20 23 24 28 8'4' C 25 25 27 29 5'-1' B 21 22 24 25 7.5 4'-9' A 4'-3" A 20 22 24 25 7'-10" C 25 25 27 28 4'-9' B . 21 22 24 25 8 4'S' A 4'-0" A 20 22 24 25 7'S' C 25 25 27 28 4'6' B 21 22 23 25 8.5 4'-2' A 3'-10' A 20 22 24 25 7'-1" C 25 25 26 28 4'-3" B 21 22 24 25 B T-11' A 3'-T A 20 22 24 25 6'-9" C 25 25 26 27 4'-1' B 21 22 24 25 9.5 9'-9" A 3'S" A 20 22 24 25 6'S' C 25 25 26 27 3'-10' B 21 22 24 25 10 3'6' A 3'-3' A 20 23 24 26 6'•2' C 25 25 26 27 3'-8' B 21 23 24 26 11 3'-2" 1 A 1 3'-0' 1 A 1 20 1 23 1 25 28 1, 5'6' I C 25 25 25 27 T-5- B 1 21 1 23 25 26 20 3 11'-10' A 9'4' A 21 27 29 31 15'-B" B 24 31 32 34 10'-1' A 21 27 28 30 LIVE 3.5 10'-2" A 8'3' A 21 27 28 30 14'•7 C 25 30 32 33 8'-11' A 21 2B 28 29 6' 4 V-11" A T•5" A 21 26 28 29 12'-10' C 25 28 31 33 8'-1" A 21 25 27 29 7' 4.5 7'-11' A 6'-8" A 21 25 27 29 11'-0' C 25 29 3n 37. 7'4- A 22 25 27 28 5 7'-1' A 6'-1" A 21 25 27 28 10'-10' C 26 28 30 31 6'-9' A 22 25 26 28 5.5 6'S" A 5'6- A 21 25 26 28 10'•1" C 28 28 29 31 6'-3' A 22 24 28 27 6 F-11" A 5'-3' A 21 24 26 27 9'-5' C 26 27 29 31 5'-9' A 22 24 25 27 8.5 5'S" A 4'-10" A 21 24 28 27 8'•10" C 26 27 29 30 5'-5' A 22 24 25 27 7 5'-1" A 4'-6' A 21 24 25 27 8'4"C C 28 27 28 30 5'-1' B i2 23 25 26 7.5 4'-9- A 4'3' A 21 23 25 26 7'-10' C 26 26 28 30 4'-9' B 22 23 25 26 8 4'-5" A 4'-0" A 21 23 25 26 7'-5- C 26 26 28 29 4'6' B 22 23 24 28 8.5 4'-2" A T•10' A 22 23 25 26 7'-1' C 26 26 27 29 4'-3' B 22 23 25 26 B T-11" A 3'-7" A 22 29 25 28 8'-B' C 1 21 27 27 29 4'-1" B 22 23 25 26 B.5 1 3._.1' '6 A 3'S' A 22 23 25 27 6'S' C 27 27 27 28 T-10' B 22 1 23 1 25 1 27 20 3 11'-10" A 9'-0' A 22 28 30 32 15'-9' B 26 32 34 35 101•1- A 22 28 29 31 LIVE 3.5 10'-2" A 8'-3' A 22 28 29 31 14'•2- C 26 31 33 35 8'-11' A 22 27 29 30 6' 4 8'-11- A T-5" A 22 27 29 30 17-10' C 26 30 32 34 8'-1' A 23 26 28 30 7' 4.5 T-11" A 66' A 22 26 28 30 11'•9' C 27 30 32 33 714" A 23 26 28 29 5 7'-1" A 6.1' A 22 26 28 29 10'-10" C 27 29 31 33 6.9' A 23 26 27 29 5.5 65' A 516' A 22 26 27 29 10'-1" C 27 29 31 32 6'3' A 23 25 27 28 6 6-11' A 5'-3" A 22 25 27 29 9'-5" C 27 28 30 32 5'-9' A 23 25 27 28 6.5 5'S' A 4'-10' A 23 25 27 28 81•10- C 27 28 30 31 5'-5' A 23 24 26 28 7 5'-1" A 4'6' A 23 25 26 28 14" C 28 28 20 31 6'-1" B 23 24 26 27 7.5 4'-9' A 4'3' A 23 24 26 28 T-10" C 28 28 29 31 4'•9' B 24 24 26 27 8 4'S' A 4'-0" A 23 24 26 27 T -S, C 26 28 29 30 4'6' B 24 24 25 27 8.5 4'•2" A 3'-10" A 23 24 26 27 T-1" C 28 28 29 30 4'-3" B 24 24 26 27 9 31•11' A T -T A 23 24 26 27 6-9' C 28 28 28 30 4'-1' B 24 24 26 27 9.57-9' A 3'S' A 23 24 26 28 6'1' C 28 28213 30 3'-10' B 24 24 26 28 10 3'6' A 3'-3' A 23 25 26 28 6'-2' C 28 28 28 29 3'6" B 1 24 1 25 26 28 GENERAL I1,15TRUOTION5 FOR THE5E 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. IAPMO PAGE NUMBER 13 OF 57 J 0.042"x3'x8' Box Beam Detail L1 Double 0.042"x3"x8" Box Beam Detail L12 Double 0.032"x2'x6.625" Box Beam Detail TABLE 3.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or 26 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 REDID POST MIN FOOTE 6' I 10' I 17 POST MIN FOOTE B' I 10' I 17 POST MIN FOOTE 8' I 10' I IT LOAD (FT) SPACINGFOR SPACINGPOST SIZE CONSTRAINED FOOTER SPACINC CONSTRAINED FOOTEF SPACINC CONSTRAINED FOOTER (PSF) ON SLAB SLAB (FT) TYPE 'd' 'd' I 'd' . 'd (FT) TYPE 'd' 'd 'd 'd' (FT) (FT) in) (in) (int (in In (in) (in) 40 3 6'-1' A 6'-2" B 17 24 26 27 11'-0" C 20 27 29 30 6'-10' B 17 24 25 27 5' 3.5 5-2' A 5'•5" B 17 23 25 26 9'-9' C 21 28 28 29 8'-0' B 18 23 25 26 6' 4 4'6' A 4'•10' B 17 23 24 26 8'-9" C 21 26 27 29 5'4' B 18 22 24 25 7' 4.6 4'-0' A 4'-4" B 17 22 24 25 7'-11' C 21 25 27 28 4'•10' B 18 22 24 25 5 3'-T A 3'•11' B 17 22 24 25 T-3' C 21 25 26 28 4'S" B 18 22 23 25 5.5 3'3' A X-7" B 17 22 23 25 6'•9' C 21 24 26 27 4'-1' B 18 21 23 24 6 T-0" A 314" B 17 21 23 24 6'-3" C 21 24 20 27 3'-9' B 18 21 23 24 6.5 7-9' A T-1' B 17 21 23 24 5'•10' C 21 24 25 27 3'6' B 18 21 23 24 7 2'•7" A 2'•10' B 17 21 29 24 5'S' C21 10 1 23 25 28 3'-3' B 18 21 23 24 7.5 75' A 2'-8" B 17 21 23 25 5'-1" C 21 23 25 28 T -i' B 18 21 23 25 8 1 7.3' A 1 2'6' B 17 1 22 1 23 25 4'-10"C 22 1 23 24 26 7-10" B 18 22 23 25 8.5 7-1" A 74` B 17 22 24 25 4'-7' C 22 23 24 26 2'-8' B 18 22 24 25 60 3 4'-1" A 4'4' B 15 22 24 25 8'-0" C . 18 25 27 28 P-11" B 16 22 24 25 5' 3.5 3'6" A T-9" B 15 22 23 25 T-1' C 19 25 29 28 4'-3' B 16 22 23 25 6' 4 T -T A 3'4" B 15 21 23 24 8'•3' C 19 24 26 27 3'-9' B 18 21 23 24 7' 4.5 76' A T -O" B 15 21 23 24 5'6" C 19 24 25 27 T -S' B 16 21 22 24 5 7.5" A 2'-8" B 15 21 22 24 5'-2' C 19 23 25 26 T -I" B 18 20 22 23 5.5 7.2' A 2'6" B 15 20 22 23 4'-9' C 19 23 24 26 7-10' B IO 20 22 23 6 7-0" A 2'-3" B 15 21 22 24 4'S" C 19 22 24 25 2'-7' B 16 21 22 24 6.5 V-10' A 2'-1" B 15 21 23 24 4'-1' C 19 22 24 25 2'S' B 19 21 23 24 7 1 V-9' I A I V-11' 1 B 1 15 1 21 1 23 1 24 11 3'-1U" 1 C 1 10 1 22 1 23 1 25 11 2'.3' 1 B 1 18 1 21 1 73 1 24 OVER- HANG Post Description Maximum Footing Max hl POST TABLE 3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES 12' D 0.041'x3"x3" Steel Clover d = 23" (FT) 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' a 4' 4.5' 5' 5.6 8' 8.5' 7' 7.5' a' 8.5' 9' 9.5' 10' 10.5' 11' V 4.5' 5'. 5.5' 6' 6.5' 7' 7.5' a' 8.5' 9' 9.6 1(y 10.5' 11' 11.5' 7 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 3' 5.5' 6' 6.5' 7' 7.5' e' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 17 12.5' 4' e' 6.5' 7' 7.5' 8' 8.5' 9' B.5' 10' 10.5' 11' 11.5' 17 12.5' 13' 5' 8.5' 7' 7.5' B' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 13' 13.5- 12) TABLE 3.4 Post Requirements for reestandin Structures Freestanding Post Description Maximum Footing Max hl 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 3/1G'x4"x4" Steel S uare d = 38" 18' G Square d = 42' 5/16"x4"x4" Steel 18' H SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES SLAB11. CHECK TABLES SLAB1 AND SLAB2 ON M5 FOR CORNER DISTANCE REQUIRMENTS. . lono-x4-x4- 5[eel square 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN I ia- I H ) 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 p 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 IYylink Place SLAB T. 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 cariputnam@comcastnel 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 SLAB11. CHECK TABLES SLAB1 AND SLAB2 ON M5 FOR CORNER DISTANCE REQUIRMENTS. 4/27/2009 I PRINTED ON 4/29/2009 LATTICE COVER 3.0 POST SPACINGS FOR P/ HIGH IAPMO ES REPORT #0113 TABLE 3.5 Anarne0 Freestanding or Attached Freestanding Or Attached Freestanding Or Structure Multis an Units Structure Mullis an Units Structure Mullis an Units ;ROUND TRIG MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POSTLENGTH SNOW WIDTH POST REO'D POST MIN FOOTER 6 I 12. I 16 POST MIN FOOTER 6 I 17 I 16 POST MIN FOOTER 6 I 17 I 16 LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED FOOTE SPACIN POST SIZE CONSTRAINED FOOTE SPACING POST SIZE CONSTRAINED FOOTE (PSF) DNS SLAB (FT) TYPE 'd 'd -'d' 'd (FT) TYPE 'd -d- I 'd 'd (FT) TYPE -d- (FT) d (FT (in) Ii.) in (in lin (m (in) (in (in) (in) IRc r 10 3 27-8" A 39-0" 8 28 33 3726T 40 25'-10" B 26 32 36 37 30'-0' 8 28 33 37 41 WE 3.5 16.5" A 39-0' C 29 33 37 40 24'5" 8 27 32 35 36 36.0" C 29 33 37 41 194' 4 1T -W A 29-5' C 30 33 37 40 27.5" B 28 31 34 36 30'-W C 30 33 37 41 30 4.5 15'-1' A 264" C 31 33 36 39 29-9' C 28 30 34 35 39-0" C 32 33 37 41 32 5 13'-T A 2T5' C 32 32 36 39 194' C 28 30 33 34 30'-0" C 33 33 37 41 24 5.5 12'-4" A 26-T C 32 32 36 38 la' -1" C 29 29 33 34 39-0" D 34 34 37 41 - 6 11'4' A 25'•10' C 33 33 36 38 1T -T C 29 29 32 34 39-0" D 35 35 37 40 35 6.5 101•5" A 25'-3" D 34 34 35 37 16-0" C 29 29 32 33 30'-01 D 36 36 37 40 A 7 9-8" A 24'•7' D 34 34 35 37 15'-Y C 29 29 32 33 39-0" D 37 37 37 40 29 7.5 9-1- A 24'-1" D 35 35 35 37 14'5" C 29 29 31 32 30'-0" O 37 37 37 40 7-2' 8 W-6, A 23'-T D 35 35 35 36 13'-91 C 30 30 31 32 29-5" D 38 38 38 40 30 8.5 8'-0' A 23.7 D 36 36 36 36 17-Y C 30 30 31 32 28'-10" D 39 39 39 39 C 9 T5" A 22'-a' D 36 36 36 36 17-T C 30 30 30 31 28'4" D 39 39 39 39 / 9.5 T-2' A 27-Y D 37 37 37 36 12'-1" C 30 30 30 31 2T-10" O 40 40 40 39 :26 10 6'-T A 21'5- D 37 37 37 35 115" ' C 30 30 30 31 2T5" D 40 40 40 39 11 6'-2' A 20'-2' D 37 37 37 35 10'-10" C 30 30 30 31 26'-1 D 41 41 41 38 12 5'S' A 19-1' D 38 38 38 35 10'-0' C 30 30 30 30 25'-10' D 42 42 1 42 38 13 5'-T A 16-1' D 38 38 38 34 9'•7 C 30 30 30 31 25'-3" E 42 42 42 38 to 3 8- 27.8-A A 30'-0" B 28 34 38 40 25'-10" B 27 33 36 37 30'-0" 8 28 34 38 41 LIVE 3.5 19.5" A 29-19 C 30 34 38 40 5' 24'" B 28 32 36 36 30'-0" C 30 34 38 41 194' 4 7T-0- A 28 '-7' C 31 34 37 40 275- B 28 32 35 36 -0 30'" C 31 34 38 41 30 4.5 15'-1" A 2T -T C 32 33 37 39 20'•9" C 29 31 35 35 30'-0' C 33 34 38 41 32 5 13'-T A 26'-8' C 32 33 37 39 19.4' C 29 31 34 34 30'-0" C 34 34 38 41 24 5.5 12'-4- A 25'-10- C 33 33 36 38 16-1" C 29 30 34 34 30'-0" D 35 35 38 41 - 6 11'4' A 25'-Y C 34 34 36 38 1T-0' C 30 30 33 34 30'-0" D 36 36 38 40 35 6.5 101•5" A 24'5" C 34 34 36 37 16'-0" C 30 30 33 33 39-0' D 37 37 38 40 A 7 95" A 27-11' D 35 35 36 37 15-Y C 30 30 32 33 29-10' D 38 38 38 40 29 7.5 9.1" A 23'-5" D 36 36 36 37 14'-5" C 30 30 32 32 29.2" D 38 38 38S 40 7-2' 8 8'" A 2Z-11' D 36 36 36 36 13-9' C 30 30 32 32 28'•T D 39 39 39 40 30 8.5 6-0' A 2Z5" D 37 37 37 36 13'-Y C 31 31 31 32 28'-1' D 39 39 39 39 C 9 TS" A 22'-1' D 37 37 37 36 12'-T C 31 31 31 31 2T•T D 40 40 40 39 / 9.5 7-2' A 21'5" D 38 38 38 36 17.1- C 31 31 31 31 2T-1- D 40 40 40 39 :26 10 6'-9 A 4 21'" D 38 38 38 35 11'5- C 31 31 31 31 26'48" D 41 41 41 39 11 6'•Y A 29-2' D 38 38 38 35 10'-10' C 31 31 31 31 25'-10- D 42 42 42-0 38 12 5'S- A 19-1" D 39 39 39 35 10'" C 31 31 31 30 25'-Y D 43 43 43 38 13 5'-Y A 16-1' D 39 39 39 34 9'-3' C 31 31 31 31 24'5' D 43 43 43 38 20 3 11'-10" A 26'•10" C 27 32 36 40 1T5" C 23 29 33 37 30'-0" D 28 33 37 41 LIVE 3.5 10'-2- A 25'5" D 28 32 35 40 15'-10" C 23 29 32 36 30'-0" D 29 33 37 41 194' 4 6 -It' A 24'-5' D 28 32 35 40 14'4' C 24 28 31 36 39-0" D 30 33 37 41 30 4.5 T•11' A 23-5" D 29 31 35 39 13'-2" C 24 27 31 35 29-7" D 31 ' 33 37 41 32 5 T•1" A 22'-2' D 30 31 34 39 12'-2' C 24 27 30 34 295" D 32 33 36 41 24 5.5 65' A 20'•11" D 30 30 34 38 11'•3" C 24 27 30 34 2T5- D 33 33 36 41 - 6 5'•11" A 19'-9 D 30 30 33 38 10'-T C 25 26 29 34 26-10" D 33 33 36 40 35 6.5 5'5- A 16-9" D 31 31 33 37 9-9- C 25 26 29 33 26-2' D 34 34 36 40 A 7 5'-1" A 1T-10' D 31 31 33 37 9-1' C 25 25 28 33 25'5" E 35 35 35 40 29 7.5 4'-9- A 1T-1" D 31 31 32 37 F -a" C 25 25 28 32 24'-11" E 35 35 35 40 7-2' 8 4'•5" A 16'4" D 31 31 a2 36 T-11' C 25 25 28 32 24'5" E 36 36 36 40 30 8.5 4'•2' A 15'-8" D 31 31 32 36 TS- C 25 25 27 32 23'-11" E 36 36 36 39 C 9 3'•11" A 15'-1" D 32 32 32 36 T-1" C 25 25 27 31 27.5" E 37 37 37 39 / 9.5 7-9' A 14'5" D 32 32 32 36 65" C 25 25 27 31 23'-0" E 37 37 37 39 :26 10 3'S' A 14'-0' D 32 32 32 35 6'4' C 25 25 27 31 225" E 37 37 37 39 11 T-2" A 13-2' D 32 32 - 32 35 5'-10- C 25 25 26 31 20'-T E 37 37 37 38 12 7-11- A 174" D 33 33 33 35 5'-0- C 25 25 26 30 18'-11- E 38 38 38 38 13 2'-8' A 1T5' D 33 33 33 34 4'•11' C 25 25 26 31 17'5" E 38 38 38 38 IAPMO PAGE NUMBER 14 OF 57 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 Beam Detail Lf TABLE 3.5 Attached Freestanding or Attached Freestanding or Attached Freestanding or 1T-11 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 MIN OOTE S I 12 I 16 POST MIN' DOTE 6 I '17 I 16 POST MIN DOTE 6 I 12 I 16 LOAD (FT) SPACINGFOR I SPACINGPOST SIZE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTE SPACIN POST SIZE CONSTRAINED FOOTER (PSF) ON SLAB SLAB (FT) TYPE 'd 'd 'd 'd (FT) TYPE 'd -d 'd 'd (FT) TYPE -d' -d 'd -d- d (FT) (FT) int (in) lin lin (in) (in) (m (in (in (in) (in) 25 3 9-7- A 265• D 26 32 36 40 1T-11 C 23 29 32 37 30141' 0 28 33 37 41 6-0' 3.5 6-2' A 25'•1- D 27 32 35 40 15'4' C 23 28 32 36 30'-0' D 29 33 37 41 194' 4 T -Y A 24'-0' D 28 31 a5 39 13'-10' C 23 28 31 35 30'-0- D 30 33 37 41 30 4.5 64' A 23-0' D 29 31 35 39 17.8' C 24 27 30 35 29-1" 0 31 33 37 41 32 5 5'-9' A 21'-7" D 29 31 34 39 11'-9" C 24 27 30 34 28'-1" E 32 33 36 41 24 5.5 5'•2' A 20'-3' D 30 30 34 38 10'-11" C 24 26 29 34 2T-2' E 33 33 36 40 - 6 4'-9' A 19-2" D 30 30 33 38 10'-1" C 24 26 29 33 26-6" E 33 33 36 40 35 6.5 4'5- A 18'-Y D 30 30 33 37 9'4" C 24 25 29 33 25'-9• E 34 34 36 40 A 7 4'•1' A 1T -0"D D 30 30 33 37 65' C 24 25 28 32 25'•1" E 34 34 35 40 29 7.5 3'•10' A 16'•T D 31 31 32 37 8'•1" C 24 25 28 32 24'5" E 35 35 35 40 7-2' 8 7•T A 151•10• D 31 31 32 36 T-7" C 24 24 27 32 24'-0" E 35 35 35 39 30 8.5 3'4' A 15'-Y D 31 31 32 36 7-2'C C 24 24 27 31 23'5• E 36 36 36 39 C 9 3-2" A 14'•7- D 31 31 31 36 6'-9" C 24 24 27 31 23-7" E 36 36 36 39 / 9.5 3'-0" A 14'•1- D 31 31 31 35 6'S' C 24 24 27 31 27-7' E 37 37 37 39 25 3 9'•7- A 265- D 27 33 37 41 1T-1" C 24 30 33 38 30'-0- D 28 34 38 42 6-0' 3.5 8'-2 A 25'-1- D 28 33 36 41 15'4' C 24 29 32 37 30'-0" D 30 34 38 42 194' 4 T-2" A 24'-0' D . 29 32 36 40 13'-10" C 24 28 32 36 30'-0" 0 31 34 38 42 30 4.5 6'4' A 23'-0- D 30 32 35 40 175- C 24 28 31 36 29.1- D 32 34 37 42 32 5 5'-9' A 21'•7- D 30 31 35 39 111•9" C 25 27 31 35 29-1' E 33 33 37 42 24 5.5 5'-2- A 20'-3" D 31 31 34 39 19-11" C 25 27 30 35 2T-2' E 34 34 37 41 - 6 4'-9' A 19-2- D 31 31 34 39 10.1" C �' 25 26 30 34 26-5" E 34 34 37 41 35 6.5 4'5- A 18'-2" D 31 31 34 38 9'4- C ' 25 26 29 34 25'-9" E 35 35 36 41 A 7 4'-1" A 1T4' D 31 31 33 38 8'-1 C 25 26 29 33 25'-1" E 36 36 36 41 29 7.5 3'-1D- A 16'•7- D 32 32 33 37 8'•7" C 25 25 28 .33 24'5' E 36 36 36 41 7-2' B 7•7- A 15'-10' D 32 32 33 37 T -T C 25 25 28 33 24'-0" E 37 37 37 40 30 8.5 3'4' A 15'-2' D 32 32 32 37 T -Y C 25 25 28 32 27-6" E 37 1 37 37 40 C 9 3-2" A 14'•T D 32 32 32 37 6-9- C 25 25 27 32 23'-1" E 38 38 38 40 / 9.5 3'-0" A 14'-1" D 1 33 33 33 36 6'5' C 25 25 27 32 22'-7' E 38 38 38 40 30 nu mrn 3 enruwnc B'-0' c A 24'-10' D 27 32 36 41 38 3.5 6'-10" A 23'•T D 28 32 36 40 30 4 6-0' A 2Z3- D 28 32 35 40 28'-5'D 4.5 5'4' A 20'-8' D 29 31 35 39 30 5 4'-10" A 194' D 29 31 34 39 24 5.5 4'4- A 18'-21 D 29 30 34 38 9'-3' 6 4'-0" A 1T-1" D 30 30 33 38 36 6.5 75" A 16'3- D 30 30 33 37 34 7 3'-5" A 15'5- D 30 30 32 37 24'•2• 7.5 T-2' A 14' -Ir D 30 30 32 37 28 8 3-0" A 14'-1' D 31 31 32 36 24 8.5 2'-10" A 13'5' D 31 31 32 36 6.5' 9 75" A 17-11- E 37 31 31 36 105 MPH EXPOSURE C - C 24 24 31 30 3 9.01 A 24'-10' D 26 32 35 40 3.5 6'-10" A 23'-T D 27 31 35 39 4 6.0" A 2Z3- D 27 31 34 39 4.5 5'4' A 2015- D 28 30 34 38 5 4'-10' A 194- D 28 30 33 38 5.5 4'4' A 18'-2' D 29 29 33 37 6 4'-0" A 1T-11 D 29 29 32 37 6.5 75" A 16'3' D 29 29 32 36 7 35" A 15'5' D 29 29 32 36 7.5 7-2' A 14'-9' D 30 30 31 36 B ". A 14'-1" I D 30 30 31 35 8.5 2'-10" A 13'5- D 30 30 31 35 9 Z5" A 17.11' E 30 30 31 35 (T7 T4' C _ 24 27 32 LLA C 13 •10' _23• 27 EX1�� 15'-1' C 23 29 32 37 30'-T D 28 34 38 42 13'5' C 23 28 32 36 29.9• D 30 34 38 42 12'-Y C 123 28 31 35 28'-5'D 31 33 37 42 11'-1" C 23 27 30 35 274' E 32 33 37 41 10'-2" C 24 27 30 34 26-5" E 32 33 37 41 9'-3' C 24 26 29 34 25'-7" E 33 33 36 41 81S' C 24 26 29 33 24'-10" E 34 34 36 41 T-10' C 24 25 28 33 24'•2• E 34 34 36 40 T4' C 24 25 28 32 23'-T' E 35 35 36 40 61•10• C 24 24 28 32 27-1' E 35 35 35 40 6.5' C 24 24 32 2Z -7"E 36 36 36 40 6'-0' C 24 24 31 21'4' E 36 36 36 39 5'S' C 24 7 31 20'-2' 1 E 1 36 36 36 39 15'-1' C "22 28 32 36 175• C 22 28 31 35 17.7' C2 27 30 34 11'-1' C 3 26 30 34 19- C 23 2 29 33 C 23 29 33 65- C 23 5 28 32 H T -f0' C 23 25 28 32 ^ :� (T7 T4' C _ 24 27 32 LLA C 13 •10' _23• 27 EX1�� r / * 00 �7 :26 31 4 wo "1 4/27/2009 NOV 1 8 2019 PRINTED ON 4/29/2009 IAPMO ES REPORT #0113 IAPMO PAGE NUMBER 15 OF 57 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: TABLE 3.0 AttaCneO I t-reestanamg or Attacnea hree5tantling Of Attacnea rreestanaing or Structure Multis an Units SWcture Multis an Units Structure Multis an Units ROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REO'D POST MIN FOOTER 6 I 12' I IF POST MIN FOOTER 6 I 17 I 18 POST MIN FOOTER 6 i 17 I 18' LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS (PSF) ON SLAB SLAB (FT) TYPE 'd' 'd' 'd' 'd' (FT) TYPE 'd' -Cr 'd' 'd' (FT) TYPE 'd' 'd' 'd 'd' (FT (in (in) (in) (in) in) (in) (in) (int (int (in) (in) 11n I,.1PM FYP(1G1IPC �- ' 20 3 11'-10" A 26'-16' C 27 33 37 41 17-8" C 24 30 33 38 30'-0' O 28 34 38 42 LIVE 3.5 10-2" A 256" D 28 33 36 41 15.10' C 24 29 33 37 30'-0' D 30 34 38 42 6 4 8'-11' A 24'-5' D 29 32 36 40 14'4' C 25 29 32 36 30'-0' D 31 34 38 42 T 4.5 T-11" A 23'-5" 0 30 32 36 40 IT -2" C 25 28 31 36 29-7' D 32 34 38 42 5 7'-1" A 27-Y D 31 32 35 40 17-2' C 25 28 31 35 28'5- D 33 34 37 42 5.5 6'5' A 20'-11" D 31 31 35 39 11'-3' C 25 27 30 35 275' D 34 34 37 42 6 V-11' A 19-T D 31 31 34 39 10'-T C 25 27 30 34 26.10- D 35 35 37 41 6.5 515' A 18'-9" 0 32 32 34 38 9.9" C 25 26 29 34 26'-2' D 35 35 37 41 7 5'1" A 17-101 D 32 32 34 38 9-1" C 25 26 29 34 25'5' E 36 36 36 41 7.5 4'-9" A 17* -1' D 32 32 33 38 81S1 C 25 26 29 33 24'-11' E 36 36 36 41 8 4'-5" A 16'-4' D 32 32 33 37 . 7'•11' C 25 25 28 33 24'-5' E 37 37 37 40 8.5 4'-2' A 15'6" D 32 32 33 37 TS' C 25 25 28 32 23'-11' E 37 37 37 40 9 7.11" A 15'-1" 0 33 33 33 37 T-1" C 25 25 28 32 27-5" E 38 38 38 40 9.5 7-9' A 14'5" D 33 33 33 36 V-8' C 25 25 27 32 73'-0' E 38 38 38 40 10 3'S" A 14'-0' D 33 33 33 36 6'4' C 25 25 27 32 72'5 E 39 39 39 40 11 1 T-2' I A 13'-2' D 33 33 33 36 F-10' C 25 25 27 1 31 11 20'-7- E 39 39 39 39 20 3 11'-10" A 26'-10" C 29 35 38 43 1T6" C 25 31 35 40 36-0' D 30 35 39 44 LIVE 3.5 10'-2" A 2F-6" D 30 34 38 43 15'-10" C 26 31 34 39 30'-0' D 32 35 39 44 6 4 9.11' A 24'5- D 31 34 38 42 14'4- C 26 30 33 38 30'-fT D 33 35 39 44 T 4.b /'.It" A 23'-5" 0 32 33 37 42 13-2' C 26 29 33 37 79.7' D 34 35 39 44 5 7.1" A 27-2" D 32 33 37 41 12'-2' C 27 29 32 37 28'6" D 35 35 39 44 5.5 65" A 20'-11" D 33 33 36 41 11'-3' C 27 28 32 36 276' D 36 36 39 43 6 5'-11' A 19.9' D 33 33 36 40 10'-T C 27 28 31 36 26'-10' D 37 37 38 43 6.5 V-5' A 18'-9' D 33 33 35 40 9-9" C 27 27 31 35 26'-2' D 37 37 38 43 7 5'-1" A 1T-10' D 34 34 35 40 9.1" C 27 27 30 35 266- E 38 38 38 43 7.5 4'-9' A 17'-1' D 34 '34 35 39 F-6" C 27 27 30 35 24'-11" E 39 39 39 42 6 4'-5' A 164" D 34 34 34 39 T-11' C 27 27 30 34 24'-5' E 39 39 39 42 8.5 4'-2' A 15'-8" D 34 34 34 39 TS' C 27 27 29 34 23'-11- E 40 40 40 42 9 3-11' A 15'-1" D 35 35 35 38 7.1" C 27 ° 27 29 34 23'-5' E 40 40 40 42 9.5 1 T-9' 1 A 1 14'6" 1 D 1 35 35 1 35 1 38 11 66' 1 C 1 27 27 1 29 1 33 11 23'-0' 1 E 1 41 41 1 41 1 42 20 3 11'-10" A 26'-19' C 31 36 40 45 1T5' C 27 33 36 4/ 30'-0' D 32 37 41 46 E 3.5 16.2- A 25'5- D 32 36 39 44 15'-10" C 27 32 36 40 30'-0' D 34 37 41 46 6 4 8'-11' A 24'-5" D 33 35 39 44 14'4" C 27 31 35 40 30'-0" D 35 37 41 46 T 4.5 7'-11" A 23'-S" D 34 35 39 44 17-2" C 28 31 34 39 29-7' D 36 37 41 46 5 T-1' A 27.2" D 34 34 38 43 17.2' C 28 30 34 36 28'6- O 37 37 41 46 5.5 6'S' A 20'-11" D 35 35 38 43 11'-3" C 28 30 33 38 276- D 38 38 40 45 6 5'-11' A 19-T D 35 35 37 42 10-T C 28 29 33 37 26-10- O 39 39 40 45 6.5 5'5' A 16-9' D 35 35 37 42 9-9' C 26 29 32 37 26-2' D 39 39 ' '40 45 7 V-1" A 1T-10' D 36 36 36 41 9.1' C 28 28 32 36 26-6" E 40 40 40 44 7.5 4'-9' A 1T-1" D 36 36 36 41 65' C 28 28 31 36 24'•11" E 41 41 41 44 8 P-5' A 164- D 36 36 36 41 T-11' C 28 28 31 36 24'5- E 41 41 41 44 8.5 4'-2' A 15'-8- D 36 36 36 40 TS' C 28 28 30 35 23'-11" E 42 42 42 44 9 T-11' A 15'-1' D 37 37 37 40 T-1" C 28 28 30 35 27-5' E 42 42 42 44 9.5 7-9" A 14'6" D 37 37 37 40 65' C 28 28 30 35 27-0" E 43 43 43 44 10 T -W 1 A 1 14'-0" 1 D 1 37 1 37 1 37 1 39 11 6'4' 1 C 1 28 28 30 34 226' E 43 43 43 43 L9Cn CKAL IN5IKUGIR3NDrVK INCAC IA IUMZI 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. 40 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 Beam Detail LE TABLE 3.57 Attached Freestanding or Attached Freestanding or Attached Freestanding or 35 Structure Multis an Units Structure Mullispan Units Structure Multis an Units GROUND TRIG MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REO'D POST MIN FOOTS 6 I 12' I 19 POST MIN FOOTS 6 I 17 I 16 POST MIN FOOTS 8' I 12' I 16 LOAD (FT) SPACIN FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTS SPACIN 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' (FT) (in) lin) (in) (in) (in) (in (int (in) (in) (in) (in) (in) 40 3 61-1' A 22'-5" D 26 32 35 40 12'-3' C 21 26 31 35 28'-5' D 28 33 37 42 5' 3.5 V-2' A 20'4" D 26 31 34 39 10-11" C 21 27 30 35 2T-0' E 29 33 37 41 6 4 4'6" A 18'-8- O 27 30 34 38 95' C 22 26 29 34 25'-10" E 30 33 36 41 T 4.5 4'-0' A 17'-3' D 27 30 33 38 6.7' C 22 26 29 33 24'•10' E 31 32 36 41 5 T -T A 16-1' D 27 29 33 37 TS' C 22 25 28 33 24'-0' E 31 32 36 40 5.5 3'3' A 15'-1' D 28 29 32 37 T-1" C 22 25 28 32 233• E 32 32 36 40 6 T-0' A 14'•2' D 28 29 32 36 6S' C 22 24 27 32 27-7- E 33 33 35 40 6.5 7-9' A 13'•5- D 28 28 32 36 6-0' C 22 24 27 31 21'•2- E 33 33 35 39 7 2'•T' A 12'-9' E 2B 28 31 3fi 5'-7' C 22 23 27 31 19-e" E 33 33 34 39 7.5 7-5" A 12'-1' E 29 29 31 35 5'-2' C 22 23 26 31 1115' E 33 33 3438 8 7.3" A 11'-T E 29 29 31 35 4'-10'C 22 23 26 31 174" E 33 33 33 31 8.5 T-1" A 11'-1- E 29 29 30 35 4'-T C 22 23 26 30 16'4' E 33 33 33 37 60 3 4'-i' A 1T-5" D 24 30 33 38 6.8' C 19 26 29 33 24'-10" E 27 32 36 41 5' 3.5 76' A 15'-8' D 24 29 33 37 7'6' C 19 25 28 32 23-T E 28 32 36 40 6 4 7-0' A 14'4• D - 24 29 32 36 6'-7' C 19 24 27 32 27-T' E 29 32 35 40 T 4.5 2'S' A 13'-2' E 25 28 31 36 5'-10' C 19 24 27 31 20'5' E 29 31 35 39 5 7.5' A 12'3- E 25 28 31 35 5'-3' C 19 23 26 31 18'6- E 29 30 34 38 5.5 2'-2' A 11'-5' E 25 27 30 35 4'-9' C 19 23 26 30 1T-0' E 29 30 33 38 6 2'-01' A 10'51 E 25 27 30 34 4'4' C 19 22 25 30 15'-7" E 29 29 33 37 6.5 V-10' A 10'-1' E 26 26 30 34 4'-0' C 19 22 25 30 14'5- E 29 29 32 36 7 1 1'-9" 1 A I 9'-T I E 1 26 1 26 1 29 1 34 if 7-9' 1 C 1 19 1 22 1 25 1 3u 11 IS -5- I E 1 29 1 29 1 32 1 36 OVER- HANG Post Description Maximum Foolin Max Hei hl POST TABLE 33 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES FT 12' D 0.041"x3"x3" Steel Clover d= 23" FT 9 9 10' 11' 12' IT 14' IF 16 17' 16 19 20' 21' 27 F 4' 4.5' 5' 5.5' 6' 6.5' T 7.5' 8' 8.5' 9' 9.5' IV 10.5' 11' V 4.5' 5' 5.5' 6' 6.5' T 7.5' 6 8.5' 9 9.5' 10' 10.5' 11' 11.5' 7 5' 5.5' 6 6.5' T 7.5' 6 8.5' 9 9.5' 16 10.5' 11' 11.5' 17 7 5.5' 6' 6.5' T 7.5' 8' 8.5' 9 95 10' 10.6 11' 11.5' 12' 12.5' 4' 6.6 T 7.5 8- 8.5' 9 9.5' 10' 10.6 11' 11.5' 17 12.5' 17 5' 8.5' T 7.5' V 8.5' 9 9.5' 10' 10.5' 11' 11.5' 17 12.5' 13' 13.5' TABLE 3.4 Post Requirements for Freestanding Structures Post Description Maximum Foolin Max Hei hl 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 S uare d = 38" 18' G 5/16".4"x4" Steel §,u 18' H 15/16"x4"x4" Steel Square 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN I 18' 1 H UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amedmax 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 cartputnam@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 SLAB11. CHECK TABLES SLAB1 AND SLAB2 ON MS FOR CORNER DISTANCE REQUIRMENTS. 4/27/2009 VP �f Vit FC}� LIE NOV 2009 Mc 00 L1 HEADER (3004-H36 ALUM. ALLOY) h LATTICE TUBES 2 1 8° 1.5.;x1.5' e�o/c ,2'x2-,,Le4' o/c`Zye 3'x`3' e6' o/c A18' YIN MAX SPACING IS 36' O/C L3 LATTICE =0,024', (3105-H26 ALUM. ALLOY) 032' or, - 040' ` 2) RAFTER & SIDEPLATES (3004-H36 ALUM. ALLOY) L4 POST (3105-H26 ALUM. ALLOY) FOUR.#81SMS - RAFTER TO HEADER K\JSCHEDULE CONNECTION BRACKETS 6063T6 TABLE ALUM ALLOY W FOR 1 T=0.060' 21 4' 1 BRACKET USED YJ�2' X' 6'1/2` RAFTERS . BRACKET -USED _W/,.3'x8,' - L9 3'x3' RAFTERS' ---.. .........._.. Allow able Tib Wdlh �."Y"'-_-��,.-.....y -• - USE TWO #14 SMS WHEN ATTACHING TO STEEL C BEAMS. 130 MPH REQUIRES THREE #14SCREWS FOR TRIB WIDTHS OVER 10' .048 MIN. 4 (��/ i r I ASTM A-653 Fy=40 KSI O STEEL CONNECTOR FOR WOOD POST CONNECTION ONE 118 SMS EACH RAFTER/LATTICE INTERSECTION �® Cq mcE UM. RAPIER /Z L6 LATTICE T01•RAFTER CONN. 1/4' LAG SCREW W/ 2.25' EMBED INTO WOOD STUD WOOD SER- 2 X DEPTH SEE TABLE 7.6 COLUMN ANC4 FOR QUANTITY FA SIDE ALUM. EXISONG RAFTER STRUCTURE RAFTER HANGER (DETAIL L7) 2- 10X I EAC SIDE L10 ALTERNATE RAFTER TO WALL CONN STUD 3' x 3' METAL POST Wnd ! No. of ##Screws j 6peedi t(n) ;W_-ader 2 3 4 5 90 PfiH 0.032 Double 2x6 12' ' 15' • 15' 15' ExpC 0.042 0.04?W_x8" 8' 12' 0.042 Double 3x8 15' 15' 15' 15' 110 0.032 Double 2x6 8- i 12' 15 15' &PC 0.042 0.047'x3"x8" S' 8' ? 10' 15' 0.042 Double 3x8 10' 15' 15' 15' No. of 7114 Screws ; 1301 O.Q32 Lbuble 2x6 7' 11' 15' 15' ....... ExpC 0,042 ......._........._...._ 0.04?x3"xS- .,....... .:. _._ ..... __... S' T i 10' 13' 0,042 Double 3x8 10' 15' USE TWO #14 SMS WHEN ATTACHING TO STEEL C BEAMS. 130 MPH REQUIRES THREE #14SCREWS FOR TRIB WIDTHS OVER 10' .048 MIN. 4 (��/ i r I ASTM A-653 Fy=40 KSI O STEEL CONNECTOR FOR WOOD POST CONNECTION ONE 118 SMS EACH RAFTER/LATTICE INTERSECTION �® Cq mcE UM. RAPIER /Z L6 LATTICE T01•RAFTER CONN. 1/4' LAG SCREW W/ 2.25' EMBED INTO WOOD STUD WOOD SER- 2 X DEPTH SEE TABLE 7.6 COLUMN ANC4 FOR QUANTITY FA SIDE ALUM. EXISONG RAFTER STRUCTURE RAFTER HANGER (DETAIL L7) 2- 10X I EAC SIDE L10 ALTERNATE RAFTER TO WALL CONN STUD I 1,5' min 1' rein 3/8' LAG SCREWS (2.5. OF PENETRATION INTO WALL STUD) ,(T 3' X 8' ALUM RAFTER BRACKET 0,72 1,56 10.72 -; 0.93 w 0.7c, I 9� "1 0.28 3 1.56 0.37 �— 0.72 --] .72--] [-0.17 1 t = 0.032' ALUM = 0.040' ALUM t =�OA41'=_STEEL_r� L11 3" ALTERNATE POST' A 653 F004 y OL KSI STEEL) UM' ALLOY OR `— 3' X 8' ALUM HEADER L15 POST ALTERNATIVE FOR SLAB ATTACHMENT ONLY '-Y14 SELF -DRILLING SCREW MAXIMUM WIND C❑NDITI❑N IS 105 MPH EXPOSURE C TABLE 7.6 FOR IRED FASTENERS 1' ' TWO #8 SMS EACH SIDE 1 1/ ' FOR 2 X RAFTERS 2 3 4' FOR 3 X RAPIERS 4/27/2009 Engineer's Stamp 6 ALUM. ALLOY, T= 0.0601 RAFTER HANGER L= 1.92' FORS V X 6 L= 2.92' FOR 3' X 8' I;Q/4' BOLTS--ASTM'-A307''-OR-#14-SELF T��RI.DNG SCREWS SEE BELOW FOR QTY NII 0 MIN o O O O 0 0 DOUBLE OR SINGLE 3'X8' STEEL C BEAM, BOLT LAYOUT FOR SPLICED AND NON -SPLICE ATTACHMENT UP TO 25 PSF USE FOUR BOLTS 30 PSF USE 6 BOLTS OR 12 SCREWS 40+ PSF USE 10 BOLTS r S' 0 0 0,032'x2'x6.625' DOUBLE HEADER 0.032'x3'x3' ALUM POST 2' EIGHT #14SMS °0.042,x, 6 'DOUBLEHEADEO O041'CSTEEL`POST s• t]111Pi1•lln 5208 TENNYSON PARKWAY B[81.D[LC PRODUCTS, mC SUITE 100 PLANO, TEXAS 75024 BEJ/CP NTS Comeonent Parts & Connection Details For Patio & Commercial Lattice Structun n .LT01-2006 " 1 of 3 3' x 3' METAL POST 3' x 3' METAL POST DETAIL L25 EIGHT 814 SMS EIGHT 614 SMS L13 O O TVO 3/8'x4' EMBEDMENT Li4 TVO 3/8' A-307 BDLTS WITH L5'0 WASHERS UNDER BOTH HEA O O LAG SCREV W/ 1.25.0, ONE O AND NUT.ONE [IN EACH SIDE Di aN EACH SIDE � POST, O O 1' min TIMBER FLOOR JOIST . DECKING IS DOUGLAS FIR OR HEADER UTILITY GRADE OR BTR ATTACHED STRUCTURE POST ATTACHED STRUCTURE POST TO DECKING TO DECK FLOOR JOIST SEE GENERAL NOTE #19 AND THESE DETAILS ARE LIMITED TO LATTICE NOTE #3 A C EXPOSURE B AND C UNITS MUST COMPY WITH TABLES LI AND L2 ON SHEET M5 I 1,5' min 1' rein 3/8' LAG SCREWS (2.5. OF PENETRATION INTO WALL STUD) ,(T 3' X 8' ALUM RAFTER BRACKET 0,72 1,56 10.72 -; 0.93 w 0.7c, I 9� "1 0.28 3 1.56 0.37 �— 0.72 --] .72--] [-0.17 1 t = 0.032' ALUM = 0.040' ALUM t =�OA41'=_STEEL_r� L11 3" ALTERNATE POST' A 653 F004 y OL KSI STEEL) UM' ALLOY OR `— 3' X 8' ALUM HEADER L15 POST ALTERNATIVE FOR SLAB ATTACHMENT ONLY '-Y14 SELF -DRILLING SCREW MAXIMUM WIND C❑NDITI❑N IS 105 MPH EXPOSURE C TABLE 7.6 FOR IRED FASTENERS 1' ' TWO #8 SMS EACH SIDE 1 1/ ' FOR 2 X RAFTERS 2 3 4' FOR 3 X RAPIERS 4/27/2009 Engineer's Stamp 6 ALUM. ALLOY, T= 0.0601 RAFTER HANGER L= 1.92' FORS V X 6 L= 2.92' FOR 3' X 8' I;Q/4' BOLTS--ASTM'-A307''-OR-#14-SELF T��RI.DNG SCREWS SEE BELOW FOR QTY NII 0 MIN o O O O 0 0 DOUBLE OR SINGLE 3'X8' STEEL C BEAM, BOLT LAYOUT FOR SPLICED AND NON -SPLICE ATTACHMENT UP TO 25 PSF USE FOUR BOLTS 30 PSF USE 6 BOLTS OR 12 SCREWS 40+ PSF USE 10 BOLTS r S' 0 0 0,032'x2'x6.625' DOUBLE HEADER 0.032'x3'x3' ALUM POST 2' EIGHT #14SMS °0.042,x, 6 'DOUBLEHEADEO O041'CSTEEL`POST s• t]111Pi1•lln 5208 TENNYSON PARKWAY B[81.D[LC PRODUCTS, mC SUITE 100 PLANO, TEXAS 75024 BEJ/CP NTS Comeonent Parts & Connection Details For Patio & Commercial Lattice Structun n .LT01-2006 " 1 of 3 ALTERNATE 3' SQ POST O 3/8' BOLTS W/ 1' DIA. CONNECTOR BRACKET L16 70383 STEEL CTL. WASHER (6063T6 ALUM) IF DETAIL L29 IS NOT 5 5" SEE TABLE 7.4 COLUMN 'N' USED ATTACH SIDEF❑R QUANTITY PLATES AS PER DETAIL 1.575' 2.35" FOR #14 SELF DRILLING L26 SCREWS SEE TABLE 7.4 rh rh COLUMN '0'. 0.100! I 2. I 5' 060 0,041x3'x3' STEEL POST 0.750. 1 0.750" 3/8' BOLTS SEE TABLE 7.3 COLUMN 'H' FOR QUANTITY — OR #14 SELF DRILLING SCREWS 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. L19 HEADER SPLICE DETAIL 2- 114 'C' BEAM HEADER CONNECTIONS EACH S1 c� 3'X8'HE 3" X 8" BOX BEAM WRAP 3'x8' 12 (t=0.105') OR 16 GAUGE (t=0.059') STEEL C BEAM Fy= 50 KSI I a 3" X 8" X 12, 16 GA. STL. 'C' BEAM WRAP W/ 3" X 8" ALUM. BOX BEAM 3" OR 4" T_ a' 3' or 4" OR a' O3' OR 4' ASTM A500 L21 GRADE A STEEL POST 2' x 4' Stud 3.5' MIN 2.5' MIN PENETRATION INTO WOOD FRAMING SEE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN TABLE 7.7 TWO J"0 X4" RAFTER LAG SCREWS DETAIL "A" 2"x FASCIA 2'x W000 FRAMING DOUGLAS FIR -LARCH SEE DETAIL (NORTH) #2 OR BTR O RIGHT� HANGER slxucroxAl L FASCN JHI.�_ SEE TABLE 7s FOR MAXIMUM FOR FASIEIER OVERHANG SEE SCHEDULE SCHEDULE O RIGHT L 1 % ALTERNATE EAVE ATTACHMENT 0 2- 2' X 6 I 2' SIDEPLATES ONE EACH SIDE OF COLUMN Seal with permanently Vt6x1ble B waterproof sealant ,-2' x 6' Ledger 1-00-Iin'I NOV 18 1009 3/8' Lag Sc It 1 Liv¢ISnow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS "L" - HAVE OVERHANG ... R .. . Solid Coe, WindSIZE (24" OIC) 12- 18•' 24" 30" 36" 10p5f 2x41S-8" 6-11" S-6' _..........__...._._..._. 2'-6' 0'-7 _ .� MPH Exp 8.._� _. DcG... ......_. _ 22.0 ..__._. 22'-0' 17-4' 13-8" 9'b" 2u13 27-6 22'-0' 22-6 22-0' 27.0' . 1op9......... 11=7 G -T _ ..... 90 MPH Exp C ...2c4 2x6 i=-0 22'-0' 15-T 10.1' 7-2- 2x8... 7-7-9 22'-0' -27-0.. .27-0' ..2Z-0' 20 pg 2x4 V-6, 4'.9• 7.8• 1'-3' 0'-1- 105 MPH Exp 8 2x6 4' 12. 6'•10- 4',d` 2x8 12-4• 1 12'-0' tz-0' 17•d' I 105 MPH Exp C 2x6 13.7 11'-3' 7.8" 5'-4' 3'-8• . ........... ._. .._ _.. .. 2x8 13-7 13•-7' ....._.. 13•-7'9•_7- ._._..__........_._.. . 6N.Psf.. 11G MPH ExDC 2x6 11'•1" 9'•Z• 6.1• 4••1• •?$" 2x8 40 P¢ 2x4 3'-10" 1'10- 0-8- 0.-0. 0'-0- .. 2x6 T -10r 6•T 4-7 7-T 1'-4' ace 8•4• 8•4' 6-4' 67-7* 4.8- 60 psi ac4 ?'-3" 0'-10" 0-0- - 0'-0• 0'-0- Dc5 - 4'E" _ 3'•10" 2.2- 7•.0• 0'•1' 2x8 5'_4 '(ESPLICE N PousT BE 14 S M S 3'X 3' /� POST I' 6" ATTACH LATTICE COt�% AS PER L7 Corlpletely Seal with permanently flexible 8 waterproof sealant L _ � ;0-6-0 •, 1.00'I'lln. STUCCO ATTACHMENT DETAIL lul I L22 WITH LEDGER BOARD Synthetic Stucco or other non-structural covering (1' max. thick) Sheathing a,, 4/27/2009 Engineer's Stamp 3" X 8" BOX BEAM HEADER ALUM. "H" BRACKET 3"X 3" ALUM. POST il,�4 __L_jr___L__ 0 ALUMINUM "H" BRACKET FOR CONNECTING POST TO HEADER (6063T6 ALUM ALLOY) THIS DETAIL MAY ONLY BE USED WITH DETAIL L29 ' 1 ullei�naX SUITE 100 YSON PARKWAY B[AI-DINE, PRODGCTS. IAC. PLANO, TEXAS 75024 BEJ/CP NTS Comeonent Parts & Connection Detoils For Patio & Commercial Lattice Structun s�E1: LT02-2006 2 of 3 2 1/88= �. . 0.024' 0.024' 6 5/8" 3" 3" — Alun. _ - - -- inr rviv cu n .. i nv _ 2 1/8'r `` FOUR #14 SD SCREWS-EACH'SIDE-FDR 90�— y MPH EXP C SLAB AND,UP-,TO•d=28''FOgTING. 0.042"x3"x8" TWO 3/8' BOLTS'FOR 90 MPH EXP B, AND HEADER FOOTINGS UP TO d=24' f THREE 3/8' BOLTS FOR FOOTINGS UP TO d=28' AND 90 MPH EXP C 0.024• L i 6" MINI 6 5/8• X '1 SEE GENERAL NOTE #1I 2"x 6 S' 'I ALUM. LL3' SQUARE' COLUMN -(3105-H26 ALUM. ALLOY) 2' x 6.5' SIDEPLAT£S (3004-H36 ALUM. ALLOY) Lattice or Solid Panels u.u4z X.3 xu Lattice or1 Alun. Solid Panels� I 6" MIN #8 SMS �� 'I 3' x 8' Header #E 3' x 8' Header #1I I (0.042') (0.042') 2• x 6' Slde Plate FOUR #14 SMS 2" MIN EACH SIDE FO #14 EACH HEADER I I 3' x 8' H 3"x3• POSTI I I 3•x3' I I 2x6.5' SIDEPLA 9' K 3"X 3"2"X 6.625" POST ISIDEPLATES ALUM. F00TI ALUMINUM BRACKET FOR CONNECTIONG I BRACKET POST TO F❑❑TING OR SLAB (6063-T6 ALUM ALLOY) Li SINGLE SPAN ATTACHED UNITS ONLY •• •oto;.o•v REQUIRES SIDEPLATES AS SHOWN IN • _ . •DETAIL- L26 - SLAB OR FOOT NG. —J 3"x3" ALUMINUM RAFTER ALTERNATE 1.5" L30 3'X3' RAFTER #10 OR #14 SMS i ATTACHMENT _� LATTICE HEADER TOP MOUNT BRACKET /16" STEEL Fy = 36 ksi 8 BRACKET IS 1.25' WIDE ALUM 2xe LMXMR BOW (Vn RAFTER K*r" SMS TOP MOUNT ItaA3�� 0 ATTACH PER TABLE 7.5 EXISTING EAVE WOOD FRAMING ALL HOUSE PENETRATIONS MUST BE COMPLETELY AND PERMANENTLY SEALED /10X1.5" S, 6 PLACES 3/16• ASTM A36 STEEL BRACKET f"", 1 • SPACING n28 BETWEEN SCREWS IDE MOL L27 ALTERNATIVE SPLICE FOR ATTACHED UNITS EAVE ATTACHMENT 3/4- EAVE OVERHANG AND 'L' MUST ALSO COMPLY WITH DETAIL L17 LEDGER BOARD " 4- 3" x 8" EA ER I CONNEC ION c ••1 I + c, y E 11 IDE unil MAX "L" FOR OR SIDE MO: TRUSS/RAFT Live OlC SPACING Load 16" o/c : 24"o/c -10... 21•-6•• 1a.�.. 20 11-4.. „ NOT ALLOWED IN SNOW LOAD AREAS, ALUM 4- #14 SMS EACH SIDE 11.25] 50- - -I 3.00' _, 0• 0.094- I 1 0• iFFFFF������------2.25"`���--ill #14 x 3/4' TEK FOUR- X14 SMS EACH SIDE, SPACED EVENLY + I + 3" ALTERNATE ALTERNATE POST CONN. BRACKETS (STEEL A-653 Fy=40,000 PSI) R ING OR ATTACHED TD POST STEEL POSE ECTION DETAIL I L29 46 D p D I 12" MIN D Q p d J"x9'F STEEL a BAR EMBEDDED 9" DEEP D a 9" .. . D 4 CONCRETE FOOTING CONSTRAINED FOOTINGS REQUIRE A 3.5' CONCRETE SURFACE SLAB 4/27/2009 1 Engineer's Stomp I r Amel'lrriax 5208 TENNYSON PARKWAY - BUILDING PRODUCTS. INC SUITE 100 PLANO, TEXAS 75024 BEJ/CP TrPE NTS Comeonent Parts & Connection Details For Patio & Commercial Lattice Structures e :LT03-2006 1-3 of 3 " PRINTED ON 4/29/2009 IAPMO ES REPORT #0113 SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 2.5" x6" Su er Six Multis an 3.5"x12' Su er 12 Multis an 2.5" x 12" Mark X Multispan Speed and Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Gauge Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B I Exposure C Snow Load Gauge Exp B Exposure C 90 s in 90 90 105 110 s in 90 90 105 110 s in 90 90 105 110 10 10 0.018 11'-1" 10'-11" 9'-4" 8'-11" 10 0.018 9'-5" 8'-3" 6'-4" 5'-10" 10 0.018 8'-1" 8'-1" 7'-7" 7'-3" 16'-4" LIVE 0.024 13'-7" 13'-7" 11'-7" 11'-1" LIVE 0.024 14'-2" 13'-8" 11'-3" 10'-7" LIVE 0.024 11'-3" 11'-3" 10'-2" 9'-8- 10'-7" OFC L% 0.032 17'-1" 17'-1" 14'-7" 13'-11" 8'-2" 0.032 19'-6" 19'-6" 16'-7" 15'-9" 10'-5" 0.032 15'4" 15'4" 13'-7" 12'-11" MAX 0.032 0.036 1 18'-8" 18'-8" 16'-1" 15'-4"0.036 0.032 15•_6•• 20'-10" 20'-10" 18'-9" 17'-11" 0.032 0.036 16'-0" 16'-0" 14'-6" 14'-0" 13'-8" 8'-0" 20 0.018 7'-11" 7'-11" 7'-11" 7'-11" 20 0.018 V-9" 5'-9" 5'-9" 5'-9" 20 0.018 5'-4" 5'-4" 5'-4" 5'-4" 13'-0" LIVE 0.024 9'-10" 9'-10" 9'-10" 9'-10" LIVE 0.024 9'-7" 9'-7" 9'-7" 9'-7" LIVE 0.024 7'-7" 7'-7" 7'-7" 7'-7" 90 m h Exp C 110 m h Ex C 0.032 12•4•, 12•_4•• 12•4,• 12'-4" 7'-3" 0.032 13•_9•• 13•_9•, 13•_9•, 13•_9•• 5' 0.032 10'-7" 10•_7• 10•_7•, 10•_7, MAX 10'-7" 0.036 13'-7" 13'-7" 13'-7" 13'-7" RF Fascia 0.036 15'-0" 15'-6" 15'-6" 15'-6" MAX 0.036 12'-1" 12'-1" 12'-1" 12'-1" 13'-11" 25 0.018 7'-8" 7'-8" 7'-8" 7'-8" 25 0.018 6-6" 5'-6" 5'-6" 5'-6" 25 0.018 5'-2" 5'-2" 5'-2" 5'-2" 0.036 12'-8" 0.024 9'-7" 9'-7" 9'-7" 9'-7" 7' 0.024 9'-4" 9'-4" 9'-4" 9'-4" 4' 0.024 7' 4" 7'-4" 7'4" 7-4" 6'-3" 6'-3" 0.032 12,_1" 12,_1,• 12•_1" 12•_1• 13' 0.032 13,_5,• 13•_5•• 13•_5•, 13•_5•, 7' 0.032 10•4•, 101_4„ 10•4•• 10•4•• 8'-0" 8'-0" 0.036 13'-3,• 13•_3,• 13•_3•• 13'-3" MAX 0.036 15,_2•• 15•_2•• 15•_2„ 15•_2• MAX 0.036 11 _9 1114„ 10'-3" 10'-3" 10'-3" 30 0.018 7'-0" 7'-0" 7'-0" 7'-0" 30 0.018 4'-9" 4'-9" 4'-9" 4'-9" 30 0.018 4'-7" 4'-7" 4'-7" 4'-7" 11'-3" All Others 0.024 8'-9" 8'-9" 8'-9" 8'-9" 11' 0.024 8' 4" 8'-4" 8'-4" 8'-4" 60 0.024 6'-7" 6'-7. 6'-7" 5'-0" Dble 2x6.625 0.032 0.032 11'-0" 11'-0" 11•4• 11•_0„ 15' 0.032 12,_2„ 12,_2,• 12•_2•• 12,_2•• 0.024 0.032 9'-4" 9'4" 9'4" 9'4" 0.032 MAX 0.036 12•_2•• 12,_2" 12'-2" 12,_2„ 6' 0.036 13'_9•, 13•_9" 13,_9•• 13,4„ 8'-4" 0.036 10•_8,• 10,_8•• 10•_8,• 10•_8•• 11' 40 0.018 6'-1" 6'-1" 6'-1" 6'-1" 40 0.018 X-9" X-9" 3'-9" X-9" 40 0.018 3'-9" 3'-9" 3'-9" 3'-9" MAX MAX 0.024 V-7" 7'-7" 7'-7" 7'-7" 13' 0.024 6'-11" 6'-11" 6'-11" 6'-11" TABLE 4.4 0.024 5'-6" 5'-6" 5'-6" 6-6" 7' 11' 0.032 9'-7" 9'-7" 9'-7" 9'-7" VELS MAY OVERHANG 25% OF THEIR CLEARSPAN 0.032 10'-5" 10'-5" 10'-5" 10'-5" 8' 9' 11' 0.032 7'-10" 7'-10" 7'-10" 7'-10" MAX MAX MAX 2"x6" Flat Panel Single 0.036 10'-7" 10'-7" 10'-7" 10'-7" 15'-3" 0.036 11'-10" 11'-10" 11'-10" 11'-10" 14'-7" 0.036 9'-0" 9'-0" 9'-0" 9'-0" 12'-0" 60 0.018 4'-11" 4%11" 4'-11" 4'-11" 60 0.O18 2'-7" 2'-7" 2'-7" 2'-7" 60 0.018 2'-9" 2'-9" 2'-9" 2'-9" 40 0.018 0.024 6'-3" 6'-3" 6'-3" 1 6'-3" 0.018 0.024 5'-2" 5'-2" 5'-2" 5'-2" 0.024 0.024 4'-2" 4'-2" 4'-2" 4'-2" 0.024 9'-5" 0.032 7'-10" 7'-10" 7'-10" 7'-10" 8'-9" 0.032 8'-4" 8'-4" 8'4" 8'-4" 9'-10" 0.032 6'-2" 6'-2" 6'-2" 6'-2" 13'-5" 13'-5" 0.036 8'-8" 8'-8" 8'-8" 8'-8" 11'-11" 0.036 9'-6" 9'-6" 9'-6" 9'-6" 10%5" 0.036 7'-1" 7'-1" 7'-1" 7'-1" TABLE 4.1 TABLE 4.2 TABLE 4.3 SINGLE SPAN TABLES NOTE: PAI 9.5" x6" Riinpr SIY [Rinnlp Cnanl 15"Y1Y C„nor 19 rSlnnlw Snnnl 9..r," Y 19" Mark X [Rinnlp Snanl iyov i 8 2009 Ground Panel Wind Speed and Exposure eri a ildin Produ Wind Speed and Exposure Snow Load Gauge Exp B Exposure Gauge C 2 ay Exp B Exposure C Snow Load Gauge Exposure C s in 90 90 105 9'-10" 11 9'-5 a o, ex s 24 in , C 6813 .; EXir 2009 in 90 90 105 110 10 0.018 11'-7" 11'-7" LIVE 0.024 14'-8" 14'-7" 12'-5" 11'-10 C nal. 11'-2" * 6'-4" 5'-10" 10 0.018 10'-11" 0.032 16'-4" 16'-4" 14'-11" 14'-5" 13'-3" 11'-7" 9'-10" 9'-5" LIVE 0.024 16'-9" 13'-7" 0.036 16'-11" 16'-11" 15'-6" 8'-2" 15'-0" 8'-2" L n -` (43 8 - 11'-3" 10'-7" OFC L% 0.024 14'-2" 11'-11" 20 0.018 8'-2" 8'-2" LIVE 0.024 10'-5" 10%5" 10'-5" 10'-5" cart utnam omcast.net 17•_1" 14•_7•• 13'-11" MAX 0.032 0.032 13'-2" 13'-2" 13'-2" 13'-2" 0.032 15•_6•• 15'-6" 4/27/2009 12'-11" MAX 0.032 16•-4• 0.036 13'-8" 13'-8" 13'-8" 8'-0" 13'-8" 8'-0" MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#10 FOR PANEL/HEADER COMBINATIONS SCREWS 16'-1" Table 4.9 25 0.018 8'-0" 8'-0" 18'-9" 0.024 10'-2" 10'-2" 10'-2" 10'-2" Panel # of #10 screws per foot to attach panel to header MAX 0.032 13'-0" 13'-0" 13'-0" 13'-0" Headers Gauge2 0.018 I 3 I 4 2 I 3 I 4 2 I 3 I 4 I 5 0.018 0.036 13' 6" 13'-6" 13'-6" 13'-6" in 90 m h Ex B 90 m h Exp C 110 m h Ex C 30 0.018 7'-3" 7'-3" 7'-3" 7'-3" Dble 2x6.625 0.018 7' 10' MAX 5' 8' MAX 4' S' 7' MAX 10'-7" 0.024 9'-3" 9'-3" 9'-3" 9'-3" RF Fascia 0.018 7' MAX MAX 5' MAX MAX 4' S' MAX MAX 13'-11" 0.032 11'-10" 11'-10" 11'-10" 11'-10" 3x8 0.018 7' 10' MAX 5' 8' MAX 4' 5' 7' MAX 13•_2•• 0.036 12'-8" 12'-8" 12'-8" 12'-8" All Others 0.018 7' 10' MAX 5' 8' MAX 4' 5' 7' MAX 40 0.018 6'-3" 6'-3" 6'-3" 6'-3" Dble 2x6.623 0.024 9' 13' MAX 7' 11' MAX 5' 7' 10' MAX 5'-10" 0.024 8'-0" 8'-0" 8'-0" 8'-0" RF Fascia 0.024 9' MAX MAX 7' MAX MAX 5' MAX MAX MAX 11'-1" 0.032 10'-3" 10'-3" 10'-3" 10%3" 3x8 0.024 9' 13' MAX 7' 11' MAX 5' 7' 10' MAX 11'-7" 0.036 1 V-3" 11'-3" 11'-3" 11'-3" All Others 0.024 9' 13' MAX 7' 11' MAX 5' 7' 10' MAX 60 0.018 5'-0" 5%0" 5'-0" 5'-0" Dble 2x6.625 0.032 9' 14' MAX 7' 11' 15' S' 7' 10' 12' 16'-0" 0.024 6'-6" 6'-6" 6'-6" 6'-6" RF Fascia 0.032 MAX MAX MAX 8' MAX MAX 6' 8' MAX MAX 8'-11" 0.032 8'-4" 8'-4" 8'-4" 8'-4" 3x8 0.032 11' MAX MAX 9' 13' MAX 6' 9' 12' MAX 8'-6' 0.036 9'-2" 9'-2" 9'-2" 9'-2" All Others 0.032 12' MAX MAX 10' 15' MAX 6' 10' 13' MAX 9'-8" 0.024 11•_2•• TABLE 4.4 Dble 2x6.625 0.036 9' 14' MAX 7' 11' 15' S' 7' 10' 12' VELS MAY OVERHANG 25% OF THEIR CLEARSPAN RF Fascia 3x8 All Others 0.036 0.036 0.036 10' 11' 13' MAX MAX MAX MAX MAX MAX 8' 9' 11' MAX 13' MAX MAX MAX MAX 6' 6' 7' 8' 9' 11 MAX 12' MAX MAX MAX MAX 2"x6" Flat Panel Single Span 0.036 d ur Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Spee and Exposure Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exposure C Snow Load Gauge Exp B Exposure C ps (in) 90 90 105 110 s in 90 90 105 110 pso in 90 90 105 110 (s in 90 90 105 110 10 0.018 13'-5" 10'-11" 9'-4" 8'-11" 10 0.018 11'-2" W-3" 6'-4" 5'-10" 10 0.018 10'-11" 8'-11" 7'-7" 7'-3" 10 0.018 13'-3" 11'-7" 9'-10" 9'-5" LIVE 0.024 16'-9" 13'-7" 11'-7" 11'A" LIVE 0.024 17'-5" 13'-8" 11'-3" 10'-7" LIVE 0.024 14'-2" 11'-11" 10'-2" 9'-8" LIVE 0.024 15'-0" 14'-7" 12'-5" 1 V-10" 3x8 0.032 19•_8•• 17•_1" 14•_7•• 13'-11" MAX 0.032 20•_1" 19'-0" 16•_7•• 15•_9•• All Others 0.032 15•_6•• 15'-6" 13•_7•• 12'-11" MAX 0.032 16•-4• 16•_4•• 14•_11•• 14•_5•• Dble 2x6.625 0.036 20'-4" 18'-10" 16'-1" 15'-4" MAX 0.036 20'-10" 20'-10" 18'-9" 17'-11" RF Fascia 0.036 16'-0" 16'-0" 14'-6" 14'-0" MAX 0.036 16'-9" 16'-9" 15'-6" 15'-0" 20 0.018 11'-2" 10'-5" 9'-4" 8'-11" 20 0.018 6'-8" 6'-8" 6'-4" 5'-10" 20 0.018 9'-5" 8'-11" 7'-7" 7'-3" 20 0.018 10'-0" 9'-9" 9'-4" 9'-1" LIVE 0.024 14'-6" 13'-7" 11'-7" 11'-1" LIVE 0.024 13'-3" 13'-3" 11'-3" 10'-7" LIVE 0.024 11'4" 11'-4" 10'-2" 9'-8" LIVE 10.036 0.024 12'-0" 12'-0" 11'-11" 11'-9" 3x8 0.032 15•_10•• 15•_10•• 14•_7•• 13'-11" MAX 0.032 15•-4•• 15•_4•• 15•_4•• 15'_4•• All Others 0.032 12•_5•• 12•_5•• 12•_5•• 12•_5•• 0.032 13•_2•• 13•_2•• 13•_2•• 13•_2•• 0.036 16'-5" 16'-5" 16'-1" 15'-4" 0.036 16'-4" 16'-4" 16'-4" 16'-4" 0.036 12'-11" 12'-11" 12'-11" 12'-11" 13'-8" 13'-8" 13'-8" 13'-8" 25 0.018 11'-0" 10'-1' 9'-4" 8'-11" 25 0.018 6'-4" 6'-4" 6'-4" 5'-10" 25 0.018 9'-3" 8'-11" 7'-7" 7'-3" 25 0.018 9'-10" 9'-7" 9'-1" 9'-0" 0.024 14'-3" 13'-3" 1.1'-7" 11'-1" 0.024 12'-11" 12'-11" 11'-3" 10'-7" 0.024 IVA" 11'-1" 10'-2" 9'-8" 0.024 11'-10" 11'-10" 11'-8" 11'-7" 0.032 15'-7" 15'-7" 14'-7" 13'-11" 0.032 15'-0" 15'-0" 15'-0" 15'-0" 0.032 12'-3" 12'-3" 12'-3" 12'-3" 0.032 13'-0" 13'-0" 13'-0" 13'-0" 0.036 16'-2" 16'-2" 16'-1" 15'-4" 0.036 16'-0" 16'-0" 16'-0" 16'-0" 0.036 12'-8" 12'-8" 12'-8" 12'-8" 0.036 13'-6" 13'-6" 13'-6" 13'-6" 30 0.018 10'-3" 9'-9" 9'-1" 8'-11" 30 0.018 5'-4" 5'-4" 5'-4" 5'-4" 30 0.018 8'-5" 8'-5" 7'-7" V-3" 30 0.018 9'-0" 9%0" 8'-7" 8'-6' 0.024 13•_1•• 12•-6" 11'-7" 11•_1•• 0.024 11•_10•• 11•_10" 11•_3•• 10•_7•• 0.024 1VA" 10•_1•• 10•_1•• 9'-8" 0.024 11•_2•• 11•_2•• 11•_1" 10•_11• 0.032 14'-9" 14'-9" 14'-7" 13'-11" 0.032 13'-9" 13'-9" 13'-9" 13'-9" 0.032 11'-0" 11'-6" 11'-6" 11'-6"J 0.032 12'-3" 12'-3" 12'-3" 12'-3" 0.036 15'-3" 15'-3" 15'-3" 15'-3" 0.036 14'-7" 14'-7" 14'-7" 14'-7" 0.036 12'-0" 12'-0" 12'-0" 12'-0" 0.036 12'-8" 7'-9" 7'-9" 7'-8" 40 0.018 g'-0" 8'-9' 8'-5' 8'-3' 40 0.018 4'-0" 4'-0" 4'-0" 4'-0" 40 0.018 7'-4" 7'-4" 7'-4" 7'-3" 40 0.018 7'-9" 7'-9" 7'-8" 7'-8" 0.024 11'-5" 11'-3" 10'-11" 10'-10' 0.024 9'-5" 9'-5" 9'-5" 9'-5" 0.024 8'-9" 8'-9" 8'-9" 8'-9" 0.024 9'-10" 9'-10" 9'-10" 9'-10" 0.032 13'-5" 13'-5" 13'-5" 13'-5" 0.032 11'-11" 11'-11" 11'-11" 11'-11" 0.032 10'-5" 10%5" 10'-5" 10'-5" 0.032 11'-2" 11'-2" 11'-2" 11'-2" 0.036 13'-11" 13'-11" 13'-11" 13'-11" 0.036 12'-8" 12'-8" 12'-8" 12'-8" 0.036 10'-11" 10'-11" 10'-11" 10%11" 0.036 11'-7" 11'-7" 11'-7" 11'-7" 60 7'-4" 7'-0" 6'-10' 60 0.018 2'-8" 2'-8" 2'$" 2'-8" 60 0.018 5'-4" 5'-4" 5'-4" 5'-4" 60 0.018 6'-4" 6'-4" 6'-4" 6'-4" 9 4" 9'-4" 9'-4" 9'-3" 0.024 6'�" 6' 4" 6' 4" 6'-4" 0.024 7'-2" 7-2" 7'-2" 7'-2" 0.024 8%0" 8'-0" 8'-0" 8'-0"11'-4" U017'-4" 11'-4" 11'-4" 11'-4" 0.032 9'-9" 9'-9" 9'-9" 9'-9" 0.032 8' 6" 8' 6" 8'-6" 8'-6" 0.032 9'-7" 9'-7" 9'-7" 9'-7" 12'-1" IVA" 12'-1" 12'-1" 0.036 10'-5" 10'-5" 10'-5" 10'-5" 0.036 9'-2" 9'-2" 9'-2" 9'-2" 0.036 10%2" 10'-2" 10'-2" 10'-2" I APLt 4A 1 AD Lt 4.b 1 ADLC 4. IADLC 4.0 1 '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 2 3 1 2 I 3 I 2 I 3 I 4 in 90 m h Ex B 90 mph Exp C 110 m h Ex C Dble 2x6.625 0.018 9' MAX 8' MAX 5' 8' MAX RF Fascia 0.018 MAX MAX MAX MAX 5' MAX MAX 3x8 0.018 9' MAX 8' MAX 5' 8' MAX All Others 0.018 9' MAX 8' MAX 5' 8' MAX Dble 2x6.625 0.024 12' MAX 10' MAX 7' 10' MAX RF Fascia 0.024 MAX MAX MAX MAX 7' MAX MAX 3x8 0.024 12' MAX 10' MAX 7' 10' MAX All Others 0.024 12' MAX 10' MAX 7' 10' MAX Dble 2x6.625 0.032 12' MAX 10' MAX 7' 10' MAX RF Fascia 0.032 MAX MAX MAX MAX 8' MAX MAX 3x8 0.032 15' MAX 12' MAX 1 8' 12' MAX All Others 0.032 MAX MAX 13' MAX 9' MAX MAX Dble 2x6.625 0.0361 12' MAX 10' MAX 7' IIA 14' RF Fascia 0.036 MAX MAX IMAXIMAX MAX MAX 8' MAX MAX 3x8 0.036 15' MAX 12' MAX 8' 12' MAX All Others 0.036 MAX MAX 10' MAX MAX