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08-1094 (PAT)4 P.O. BOX 1504 • 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 .3 s BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: 08-00001094 Property Address: 52618 PALAZO Nl APN: 767-200-011-50 -318.742- Applici3tion description: PATIO COVER - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 3392 Applicant:' Architect or Engineer: LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business a drofessionals Code, and my License is in full force and effect. ticenseClasAAs: D03 D52 LicenseNo.: 735369 iG C -Date: � 0,ontractor: %J 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).: 1 _ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 I, as owner of the property, am exclusively contracting.with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractorls) licensed pursuant to the Contractors' State License Law.). 1 _ I I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm underpenalty of perjury that there is a construction lending agency for the performance of the work for which this.permit is issued ISec. 3097, Civ: C.). .. - Lender's Name: Lender's Address: LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/26/08 Owner: JERRY JENZ 52618 PALAZO LA QUINTA, CA 92 Contractor: r//aa + COACHELLA VAL EY RE L ovpe ff oo P.O. BOX 143 INDI (760ONo2A7735369 Fi�AHC OFU�NTq Pr ----------------------------------------------— 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 EXEMPT Policy Number EXEMPT I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should beco a subject to the workers' compensation provisions of Section 3700 of the Labor Code�I,"�forthwith comply with those provisions: Date ° Q � Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS (5100,000). 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. certify that I have read this applicationand state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building constr tion, and hereby authorize representatives of this counntyyttto/y`eJ�ntt<r _u pon the above-mentioned property for ii tion purposes. — Date::�s Signature (Applicant or Agent): T_ ..'Application Number 08-00001094 - :,Permit PATIO COVER PERMIT ;'.. Additional desc . Permit Fee 63.00 Plan Check Fee 40.95 Issue Date,,.:" ... Valuation 3392 Expiration Date 12/23/08 Qty Unit Charge Per Extension ^. BASE FEE 45.00 + _ 2:00`.' 9.0000 THOU BLDG 2,001-25,000 18.00' --------------------------------------------------------------- t Special Notes and Comments ------- ALUMAWOOD PATIO COVER 15 X 17 PER ,..• APPROVED PLANS & 2007 CALIFORNIA " BUILDING CODE Other Fees. STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid Credited Due Permit Fee Total 63.00 00 .00 63.00 Plan Check Total 40..95 .00 .00 40.95 Other Fee Total .50 .00 .00 .50 Grand Total 104.45 .00 .00 104.45 LQPERNI I'f - Bin # City of La Quinta Building & Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: 7&T/ o Owner's Name: LkZ A. P. Number: Address: Legal Description: Contractor: Cf. UL f A Ji W4) City, ST, Zip: C �J Telephone: 2 2'72 }' ' Address: �" -Q .Project Description: City, ST, Zip: C X26 r 40 Telephone:,?'Y2 727raz State Lic. # : City Lic. #: Arch., Engr., Designer: I 4 Address: City, ST, Zip: Telephone: State Lic. #: Name of Contact Person: 7,1ae Construction Type: Occupancy: P Y: Project type (circle one): New Add -'n Alter Repair Demo Sq. Ft.: ^�' #Stories: #Units: Telephone # of Contact Person:,-( L 2 Estimated Value of Project: © �� APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd 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 Che -k Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbin Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''" Review, ready for corrections/issue Develop -:r Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees A R M E D AT LA QUINTA April 18, 2008 Jerry Lenz 52-618 Palazo La Quinta, CA 92252 Plans Approved for, Front yards, Pool,. Spa & Patio Cover Dear Homeowner(s): Congratulations! The Design Review Committee and the Board of Directors has reviewed and approved wibr comments, for your submitted plan. Refer to any and all the conditions from the Design Review Committee. • Improvements are approved with comments and shall be constructed in the locations and to the specification as shown on the plans submitted with the application. Any changes shall be subject to review of the Architect and Design Review Committee. • Drainage pattems shall be constructed and maintained so that no drahage from the site impacts the adjoining properties and those drainage facilities to the common area (street) complies with the City requirements. • On a daily basis during construction, the owner shall be responsible to clear or wash down the property and street frontage so that construction debris, mud, dirt and other evidence of the constriction activity is not present in the front yard and common areas. At the end of the workday, the front yard and common area (street and sidewalks) shall be dean of construction debris. • All construction workers shall adhere to the rules and regulations of the Carmela Community Association, especially with the regard to hours of construction and vehicwar access into the community. The owner/applicant shall be responsible for the work crew during its construction project at the site. • Enclosed is the Notice of Completion that will need to be fill out and returned with photos of the completed project to Merit property Management. Please be sure to review the conditions as outlined by the committee. A copy of the submittal, copy of your plan and exhibits are being sent to the Board of Directors. A copy is sent to yc'u for your files. A copy of your submittal will also be maintained at the management office. Thank you for your community spirit. Should you have questions, please call me at (, 60) 834-2490. For the Architectural Review Committee, Mary Wilker Property Administrator Merit Property Management mwilker@meritpm.com Merit Property Management a 39-249 Leopard Street, Suite A ® Palm Desed, CA 92211 Telephone: (760) 834-2481 • Fax: (760) 834-2495 ICC EVALUATION SERVICE, INC, Evaluate ■ Inform ■ Protect Los Angeles Business/Regional Office ■ 5360 Workman Mill Road ■ Whittier, CA 90601 § (562) 699-0543 phone ■ (562) 695-4694 fax January 22, 2007 Greg Fantin ER -2621 P Director of Sales and Marketing . Please reference this number Amerimax Building Products, Inc. on all corrDspondence 5208 Tennyson Parkway; suite 100 Plano, Texas 75024 Dear Mr. Fantin: In reference to a recent request, the above -referenced evaluation report dated April 1, 2004, continues to be in good standing under the 1997 Uniform Building Code TM (UBC). Reissuance of the evaluation report continues, pending acceptance of techr»cal „ revisions. If you have any question, please contact me at'(562) 699=0543, extension 3275. ' Yours very truly, t • Yamil Moya ' Senior Evaluation Specialist YM/Ih {' Business/Regional Office • 5360 Workman Mill Road, Whittier, California 90601 (562 699.0543 .v„%v.icc-es.org Regional Office 900 Montclair Road, Suite A, Bimiirigham, Alabama 35213 (205 599-9500 Regional Office • 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 (708, 799-2305 . ICC EVALUATION SERVICE, INC. Evaluate ■ Inform ■ Protect Los Angeles Business/Regional Office ■ 5360 Workman Mill Road ■ Whittier, CA 90601 (562) 699.0543 phone ■ (562) 695-4694 fax p January 22, 2007 Greg Fantin 04-03-24 Director of Sales and Marketing Please reference this number - Amerimax Building Products, Inc. on all correspondence. 5208 Tennyson Parkway, suite 100 Plano,. Texas 75024 Dear Mr. Fantin: This letter concerns your submission seeking recognition in an evaluation report of Aluminum Patio and Commercial Covers. Please reference the assigned file number, noted at the top right of this letter, on a.11 future correspondence. We received plans and calculations on April 27, 2007, as evidence of compliance with the 2006 International Building Code (IBC), based in part on the ICC -ES Acceptance Criteria for Patio Covers (AC340), dated February 2007. Amerimax currently has its patio -cover, carport and commercial structure systems under review by ICC -ES for an evaluation report under the 2006 IBC. Thank you again for your application. If you have any questions, please con:act me at (800) 423-6587, extension 3257, or by e-mail at ymoya@icc-es.org. Yours very truly, Yamil Moya Senior Evaluation Specialist YM/Ih Business/Regional Office • 5360 Workman Mill Road, Whittier, California 90601 (56 2) .990543 www.icc-es.org Regional Office 900 Montclair Road, Suite A, Birmingham, Alabama 35213 (205) :•99.9800 Regional Office • 4051 West Flossmoor Road, Councry Club Hills, Illinois 60478 (708) -99-2305 Amerimax Building Products Patio Cover, Carport and Commercial Structure, Engineering - - PAGES DRAWING SECTION DESCRIPTION - 2 PAGES GN01-2006 GENERAL NOTES ' GN02-2006 2 PAGES" SC01-2006 - SOLID PANEL STRUCTURAL CONFIGURATIONS SCO2-2006 ALUMAWOOD STRUCTURAL CONFIGURATIONS " -.1 PAGE 1, LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 4 PAGES 2-5 LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES'IN 90 MPH WIND AREAS 4 -PAGES -6-9 LATTICE. 3:0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS 3 PAGES LT01-2006 COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES LT02-2006 - - LT03-2006 1 `PAGE • 1 . SOILD COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 9 PAGES 2-11 SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 90'MPH WIND AREAS _ 9 PAGES 12-21 SOLID COVER 6:0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS C� ` .4 PAGES NP01-2006 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS - -' NP02-2006 - - NP03-2006. NP04-2006 10 PAGES CD01-2006 COMPONENT PARTS AND CONNECTION DETAILS CD02-2006 FES 0 420n0 CD03-2006 CD04-200fi CD05-2006 CD06-2006 , CD07-2006 r CD08-2006 ` CD09-2006 { " ` - July 6,2007 } 1 PAGE, M1-2006 MISCELLANEOUS DETAILS ' M2-2006 MISCELLANEOUS DETAILS - M3-2006 7.0 POST AND FASTENER REQUIREMENTS -FOR ALL STRUCTURES - _ M4-2006 7.0 CONCRETE FOOTING OPTIONS GENERAL NOTES: 1. DESIGNED IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING CODE 4. THIS ENTIRE ENGINEERING PACKAGE WILL NOT BE REQUIRED FOR MOST BUILDING PERMITS. SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE: 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2000 EDITION OF ALUMINUM a. GENERAL NOTES (2 PAGES) ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE INTERNATIONAL BUILDING CODE. b. STRUCTURAL CONFIGURATIONS (2 PAGES) c. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES FOR 3. DESIGN LOADINGS: SOLID COVER STRUCTURES) OR BOTH (FOR COMBINATION STRUCTURES) GROUND SNOW LOAD DESIGN LOAD d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND 10 PSF 10 PSF LIVE OR GROUND SNOW WIND LOAD 20 PSF 20 PSF LIVE OR GROUND SNOW e. ALL APPROPRIATE DETAILS 25 PSF 21 PSF F. DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. 30 PSF 25.2 PSF 40 PSF 33.6 PSF 60 PSF 50.4 PSF FOR 0.5/12 > SLOPE < 1/12 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 LARGER. EXPOSURE B SHALL BE ASSUMED UNLESS THE SITE MEET THE DEFINITION OF ANOTHER TYPE EXPOSURE. EXP❑SURE 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) S1 NOT APPLICABLE TO THESE STRUCTURES SITE CLASS = D BASIC SEISMIC FORCE RESISTNG SYSTEM = INVERTED PENDULUM R=2.0 ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE • ' .I 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. 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. 7. 20 PSF AND HIGHER LIVELOAD STRUCTURES MAY BE USED FOR PARKING OF MOTOR VEHICLES PER LOCAL BUILDING CODES. 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 17. STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE. 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 ATTACHED TO A WOODEN DECK, THE MAXIMUM DEAD LOAD + LIVE LOAD FROM THE PATI❑ COVER IS 750LBS AND THE POST SPACING SHALL NOT EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB. THE MAXIMUM CONNECTION UPLIFT LOAD IS 950LBS FOR 90MPH 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. 20. ANY UNIT BUILT IN A SNOW LOAD HIGHER THAN 30 PSF AND IN A SEISMIC DESIGN CATEGORY D, E, OR F IS NOT PERMITTED W/O ADDITIONAL SEISMIC ENGINEERING. 21. DRIFTING SNOW IS ADDRESSED IN DETAIL BR. THE SCOPE GFTHIS REPORT 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 'AN' BOLTS. 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. 14. -ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC ESR -5202, ESR -5623 OR EQUIVALENT. 15. ATTACHED STRUCTURES MAY BE ENCLOSED WITH INSECT SCREENING. 16.. ROOF PANELS AND LATTICE ARE CLASS 'B' FIRE RATED. SLIDING SNOW IS BEYOND 22. ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL SPANS WITHIN 207. ALL SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN. GENERAL NOTES FOR LATTICE STRUCTURES: (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SCO2-2006 AND LTO1-2006 THRU LT03-2006.) 1. SEE GENERAL N11TFS, CHFFT .1, SFCTTON 4 FOR LIVE AND SNOW LOADS, 2. OPEN LATTICE STRUCTURES :13 � , A�;X, 11,10. NOT BE ENCLOSED. OAePIlODUCTB. IlVC. 5208 TENNYSON PARKWAY SUITE 100 PLANO, TEXAS 75024 kin►tr13: -PmT GENERAL NOTES I ENGINEERS STAMPI""" IgFml85 j_T GN02-2006 I 4� 2 OF 2 rr^n n ,_ 7/6/07 NMB tUASI GTH VARIETH 75xOF PROJECTION �N'FOR MIN. LENGIH SCHiU u AmEL FASTENERS P' COVER PANEL FASCIA COLUMN VERTICAL PROVIDE 1 1 1/2' GRAIN 3.5' CONCRETE SLAB DRAIN �. RED'D V/ CONSTRAINED 'd7 Ir__Ty d FOOTINGS LI -H•j CSEE SCHEDULE FOR FOOTING SIZE. SMI SPAN ATTACHED PANEL MAY OVERHANG 25X OF CLEARSPAN MAXIMUM `PROVIDE 1 1/2 - DRAIN /2"DRAIN I 3.5' CONCRETE SLAB REO'D V/ CONSTRAINED FOOTINGS "d" " MULi1SPAN ATTACHED CANTILEVERED STRUCTURE PATIO COVERS ARE LIMITED TO 12' HEIGHT. CARPORTS AND COMMERCIAL STRUCTURES ARE LIMITED TO 18' HEIGHT. TE �.vvcrc r�� _ 1/2"0 STEEL t9 BAR (RE -BAR W x d SEE SCHEDULE FOR SIZE A�=tT'a DETAIL AD OR N29 ONLY � HTADER mTwcoIATc ALL wm COLUMN vER11CALL1� STLCOLTYP O�nDE t 1/2' DRAIN 3.5' CONCRETE SLAB REO'D V/ .d • = - - CONSTRAINED FOOTINGS f VARIES. SEP ECTION RM SEE SCHEDULE FOR POSTS. ALL POSTS TO BE ►- 5 OF INSTALLED VERTICALLY. MAY HAVE MORE THAN 2 POSTS PER INTERMEDIATE BEAM). MIN. LENGTO T5>< FASCIA I � END CIA �LEEyyEE MULTISQAN FREESTANDING HEADERR MAX. PANEL STRUCTUR ��P OpVgE�RHAN �• -`YE' x i' "oel 3.5' CONCRETE SLAB REO'D V/ 'd CONSTRAINED FOOTINGS x SEE SCHEDULE FOR FOOTING SIZE "dSME SPAN ATTAQ0 CANTLEVERED - MAX. O'HAIIG 25X OF POST SPACING SEE SCIOME FOR f - POST SPACING Q1' 3.5' CONCRETE SLAB REO'D V/ 1-1/2 0 X 6' REBAR CONSTRAINED FOOTINGS SEE SCHEDULE FOR SIZE d" DETAIL AD OR N29 ONLY SME SPAN FREESTANDING STRUMRE VARIES \ PR FOR POST SIZE SEE POST SCHEDULES i IN Cl ncr_ _ HEADER PANEL pRQVIDE 1 1/2 3.5' CONRCCRR�ETE SLAB REO'D V/ CONSTRAINED FOOTINGS PLACE 1- 1/2.0 STL( - P AN IASM (--0 oN� o ERHMIG P ���I SPAACINGG T C 6 39 --1/2'0 STEEL BAR �* 6 9 (RE -BAR) C/ # SEE SCHEDULE FOR SIZE DETAIL AD OR N29 ONLY \ OF/�Ai f- NGINEERS STAMP FF3 0 1: 2"T'l _j - SEE SCHEDULE FOR SIZE DETAIL AD OR N29 ONLY Amerimax 5208 TENNYSON PARKWAY rTE 00 BUILEING PRODUCTS, INC. PLANO, TEXAS 75024 rUFAWN Ur CMP 01F_ UHAw'N5 NONE OR PART SOLID PANEL STRUCTURAL NAME CONFIGURATIONS 7/6/07 ."R..e SCOT -2006 1 OF 2 3'X8' ALUM HEADERpp,, 3'XB' STEEL C ' �i/F MULTISPAN FREESTANDING MAX. RAFTER SPAN DOUBLE ALUM HEADER DOUBLE STEEL C BEAM LATTICE STRUCTURE TWO�OR MSPAN) SPANS X 6.625" OR 3' X 8' ALUM. RAFTERS LATTICE OVERHANG 36' MAX MAXIMUM 24' MAX FOR 30 PSF SNOW RAFTER S� LOAD OR HIGHER OVERHANG IS 25Z DF CLEARSPAN LATTICE OVERHANG c 24' MAX FOR 30 J' PSF SNOW LOAD OR>\ ' POST HT. HIGHER OF CLEAR SPAN 3'x 8'x 12 or 16 GA.rE 1 f� S ,�O rFARA OEA WRAP DETAIL. DETAIL L18'/By fp FC + 3.5' CONCRETE SLAB REO'D __,,/ �' 4W'�M1rF*A� i W/ CONSTRAINED FOOTINGS SEE SCHEDULE FOR SIZE-2-2:,, 3.5' CONCRETE SLAB I Y I •DETAIL L29 ONLY �y "d REO'D W/ CONSTRAINED dl J FOOTINGS — 4• SCDULES• LENGTH vAR175% 0 PROJECTIONFASCIA MIN. IENGTM SINGLE SPAN ATTACHED 2" X 6.625" OR 3" X 8" LATTICE SiRUCA1RE ALUM. RAFTERS ��yER ti� sr HEADER MAX. COVER PANEL LATTICE:. TAILS 2gOVERHANG SEE DETAIL L3 " 9 SUV 66�S PROVIDRAIN 1/ 3.5' CONCRETE SLAB REO'D 3.5' CONCRETE SLAB REO'D• s/QF�ST 'd W/ CONSTRAINED FOOTINGS W/ CONSTRAINED FOOTINGS SEE SCHEDULE FOR ���t� ' FOOTING SIZE �d *"� I I a MULTISPAN UNITS SINGLE SPAN FREESTANDING ry PLACE 1- 1/2" 0X 6" REFER TO GENERAL SNME SPAM ATUDED P-11111PUM S""-""-N LATTICE STRUCTURE `�� ' STL BAR AS SHOWN NOTE 22. SEE SCHEDULE FOR SIZE II DETAIL L29 ONLY 1�— TW TW . TW Imo— TV--TW--TW TW O'HANG----i OVERHANG CO 39�m * Al11Pil�InZC�X 5208 TENNYSON PARKWAY EV.BUILDllVG PRODUCES, IlYG SUITE 100 L'FVIL PLANO. TEXAS 75024 CMFUMAWING ALUMAWOOD STRUCTURAL OR FREESTANDING STRUCTURE ATTACHED STRUCTURE NONE NAME' CONFIGURATIONS SHEET TRIBUTARY WIDTH (TW) DIAGRAM ENGINEERS STAMP 7/6/07 komtffl SCO2-2006 2 OF 2 �= `c,. t . • u LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 0.024"72"X6.625" Rafter (MuMisnan) 0.032'Y1"x6.625" Rafter (MuMisnanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 90 110 120 130 10 24" T-11" T-11" 7'-0" 6'-1" LIVE 20" 9'-0" 9'-0" 8'-0" T-0" 20 16" 10•-5" 10•_5" 9-6" 8•-4" LIVE 12" 12'-0" 12'-0" 11'-6" 10'-2" 20 24" 4'-8" 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" T-11" 7'-11" 7'-11" 25 24" 4'-6" 4'-6" 4'-6" 4'-6" 20" 5'-2" 5'-2" 5'-2" 5'-2" 60 16" 6'-2" 6'-2" 6'-2" 6'-2" 12" T-8" 7'-8" 7'-8" 7'-8" 30 24" T-10" T-10" T-10" T-10" 20" 4•-0" 4-6" 4-6" 4'-G" 16" 5'-4" 5'-4" 5'-4" 5'-4" 12" 1 6'-8" 6'-8" 1 6'-8" 6'-8" 40 24" V-0" T-0" T-0" T -O" 20" 3'-6" 3'-6" 3'-6" T-6" 16" 4'-3" 4'-3" 4'-3" 4'-3" 12" 5'-4" 5'-4" 5'-4" 5'-4" 60 24" 7-0" 2'-0" 2'-0" 2'-0" 20" 2'-5" 2'-5" 2'-5" 2'-5" 16" T-0" T-0" T-0" T-0" 12" T-10" V-10" T-10" 3'-10" JSING rCinnla Rnnnl (ABLE 1.1 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C S in 90 110 120 130 10 24" 11 •_8" 11'-8" 11'-8" 115" LIVE 20" 13•_1" 13'_1" 13•_1" 12•_7" 20 16" 15'-0" 15'-0" 15'-0" 14'-4" LIVE 12" 17•_9" 17'-9" 17•_9" 16•_10" 20 24" T-3" T-3" 7'-3" T-3" LIVE 20" 8'-3" 8'-3" 8'-3" 8'-3" 30 16" 9'-8" 9'-8" 9'-8" 9.-8" 12" 11'-8" 11'-8" 11'-8" 111-8" 25 24" T-0" T-0" T-0" T-0" 20" T-11" T-11" T-11" T-11" 60 16" 9'-4" 9'-4" 9'-4" 9'-4" 12" 11'4" 11'-3" 11'-3" 11'-3" 30 24" 6'-1" 6'-1" 6'-1" 6'-1" 20" T-0" T-0" T-0" T-0" 16" 8'-2" 8'-2" B'-2" 8'-2" 12" 10'-0" 10'-0" 10'-0" 10'-0" 40 24" 4'-10" 4'-10" 4'-10" 4'-10- 20" 5'-T' 5'-7' 5'-7" 5'-7" 16" 6'-8" 6'-8" 6'-8" 6'-8" 12" 8'-2" 8'-2" 1 8'-2" 8'-2" 60 24" T-5" T-5" 3'5" T-5" 20" 4'-0" 4'-0" 4'-0" 4._0 16" 4'-10" 4'-10" 4'-10" 4'-10" 12" 6'-1" 6'-1" 6'-1" 6'-1" SPAN TABLES I n ARIv7"va AIS" RaRar Minnla Rnanl Ground I Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 90 110 120 130 10 24" 10•_3" 8'-1" 7-0" 6'-1" LIVE 20" 11'-10" 9-3" 8'-0" 7'-0" 20 16" 13•_2" 10•_10" 9'-6" 8'-4" LIVE 12" 15•_2" 13'_1" 11'-6" 10•_2" 20 24" 5'-2" 5'-2" 5'-2" 5'-2" LIVE 20" 6'-3" 6'-3" 6'-3" 6'-3" 30 16" 7._9" 7._9" 7._g.. 7._9.. 12" 10'-3" 10•_3'• 10'-0" 10•_2" 25 24" 4'-11" 4'-11" 4'-11" 4'-11" 20" 5'-11" V-11" 5'-11" 5'-11" 60 16" T-5" 7'-5" 7'-5" 7'-5" 12" 9'-10" V-10" 9'-10" 9'-10" 30 24" 4'-1" 4'-1" 4'-1" 4'-1" 20" 4'-11" 4'-11" 4'-11" 4'-11" 16" 6'-2" 6'-2" 6_2" 6•_2" 12" 8'-2" 8'-2" 8'-2" 8'-2" 40 24" 3'-1" T-1" T-1" T-1" 20" 3'-8" 3'-8" 3'-8" 3'-8" 16" 4'-8" 4'-8" 4'-8" 4'-8" 12" 6'-2" 6'-2" 6'-2" 6'-2" 60 24" 2'-1" 2'-1" 2'-1" T-9" 20" 2'-6" 2'-6" 2'-0" 2-0" 16" T-1" T-1" 3'-1" 3'-1" 12" 4_1" 4'-1" 4'-1" –4, -1..— ' -1.. I ABLE 1.0 I ADLC l.L Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 90 110 120 130 10 24" 14•_7" 14'-T' 14•_1" 12•_7" LIVE 20" 16'-0" 16'-0" 15'-7" 14'-0" 20 16" 17•_9" 17'-9" 17•_8" 15'_11" LIVE 12" 19'-6" 19'-6" 19'-6" 18'-0" 20 24" 9'-4" 9'4" 9'4" 9'-4" LIVE 20" 11•_2" 11'-2" 11'_2" 11'-2" 30 16" 12'-8" 12'-8" 12'-8" 112'-8- 2'-8"12" I T 14'-7" 14'-7' 14'-7" 14'-7" 25 24" 8'-11" 8'-11" 8'-11" 8'-11" 20" 10'-8" 10'-8" 10'-8" 10'-8" 60 16" 12'5" 12•_5" 12•_5" 12•_5" 12" 14'-3" 14'-3" 14'-3" 14'-3" 30 24" 7'-5" T5" 7'4" 7'-5" 20" 8'-11" 8'-11" 8'-11" 8'-11" 16" 11•_1•• 11•_1" 11•_1" 11•_1" 12" 13•_1" 13•_1" 13•_1•• 13•_1•• 40 24" 5'-7" 5'-7" 5'-7" 5'-7- 20" 6'-8" 6'-8" 6'-8" 6'-8" 16" 8'-4" 8'4" 8,-0" 84" 12" 11'-1" 11'-1" 11'-1" 11'-1" 60 24" 3'-9" T-9" T-9" T-9" 20" 4'-5" 4'-5" 4'-5" 4'-5" 16" 5'-7" 5'-7" 5'-7" .6'-7" 12" 7'-5" T5" T-0" .7'-5" IACfLC 1.( n ndn"v9"vA A26" RAftar (MuMisnanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 90 110 120 130 10 24" 15'-6" 15'-6" 151-6" 15'-6" LIVE 20" 17'-3" 1T-3" 1T-3" 17'-3" 20 16" 19 _7" 19 _T' 19 _7" 18•_7•• LIVE 12" 22'-1" 22'-1" 21'-5" W-3- 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'-0" 15'-6" 25 24" 9'-T' 9'-7" 9'-7" 9'-7" 20" 10'-10" 10'-10" 10'-10" 10'-10" 60 16" 12'-0" 12'-6" 12'-6" 12'-6" 12" 15'-0" 15'-0" 15'-0" 15'-0" 30 24" 8'-5" 8'-5" 8'-5" 8'-5" 20" 9'-T' 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" 5'-5" 6'-9" 6'-9" 8'-9" 20" T-9" 7'-9" T-9" T-9" 16" 9._2" 9._2" g._2.. g._2.. 12" 11'-2" 11 •_2" 11 •_2" 11'-2" 60 24" 4'-11" 4'-11" 4'-11" 4'-11" 20" V-8" 5'-8" 5'-8" 5'-8" 16" 6'-9" 6'-9" 6'-9" 5'-5" 12" 8'-5" 8'-5" 8'-5" 6'-3" Rafter Single Span) n nd7"vA"vA" Rafter (MuMisnan) 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" 15'-0" 20 24" 17'-2" 17•_2" 17•_2" 17•_2" LIVE 20" 19•_2" 19_2" 19•_2" 18•_11" 20 36" 8'-2" 8'-2" 8'-2" 8'-2" LIVE 30" 9'-0" 9'-4" 9'-4" 9'-4" 30 24" 11'-0" 11'-0" 11'-0" 11'-0" 20" 12'-5" 12'-5" 12'-5" 12'-5" 25 36" T-10" T-10" 7'-10" 7'-10" 30" 9'-0" 9'-0" 9'-0" 91-0" 60 24" 10'-7" 10'-7" 10'-T' 10'-7" 20" 12'-0" 12'-0" 12'-0" 12'-0" 30 36" 6'-10" 6'-10" 6'-10" 6'-10" 30" T-10" T-10" 7'-10" T-10" 24" 9-4" g.,4.. 9.-4" g..4" 20" 1 10'-7" 10'-T' 10'-7" 10'-7" 40 36" 5'-5" 5'-5" 5'-5" 5'-5" 30" 6'-3" 6'-3" 6'-3" 6'-3" 24- T-6" T-6" 7'-6" 7'-6" 20" 8'-7" 8'-7" 8'-7" 1 8'-7" 60 36" 3'-10" 3'-10" T-10" T-10" 30" 4'S" 4'-0" 4'-6" 4'-6" 24" 5'-5" 5'5" 5'-5" 5'-5" 20" 6'-3" 6'S" 6'-3" 6'-3" (ABLE 1.3 IADLM-1.4 NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN A nd7" -Q Q- DoNar!Ginn!. Cnanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s In 90 110 120 130 10 24" 17'-6" 17'-6" 17'-4" 15'-11" LIVE 20" 18'-7" 18'-7" 18'-4" 17'-4" 20 16" 20'_l" 20•_1" W-11" 18•_7• LIVE 12" 22•_1" 22'-1" 21•_5•• 20•_3" 20 24" 13•_2" 13•_2" 13•_2" 13•_2" LIVE 20" 14'-5" 14'5" 14'-5" 14'-5" 30 16" 15'-11" 15'-11" 15'-11" 15'-11" 12" 1T-6" 17'-6" 1T-6" 17'-6" 25 24" 12'-10" 12'-10" 12'-10" 12'-10" 20" 14•_1" 14•_1" 14•_1" 14•_1'• 60 16" 15'-8" 15'-8" 15'-8" 15'-8" 12" 17'-3" 17'-3" 17'5" 17-3" 30 24" 11•_2" 11'_2" 11•_2" 11•_2" 20" 12'-10" 12'-10" 12'-10" 12'-10" 16" W-4- 14'-4" 14'-4" 14'-4" 12" 16•_2" 16'_2" 16•_2" 16•_2" 40 24" 8'-5" 8'-5" 8'-5" 8'-5" 20" 10•_1" 10•_1•• 10•_1" 10•_1•• 16" 12'-0" 12'-6" 12'-6" 12'-6" 12" 14'-4" 14'-4" 14'-4" 14'-4" 60 24" V -T' 5'-T' 5'-T' 5'7" 20" 6'-9" 6'-9" 6'-9" 6'-9" 16" 8'-5" 8'-5" 8'-5" 8'-5" 12" 11'-2" 11'-2" 11'-2" 11'4" I ALI= 1.0 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s Cin 90 110 120 130 10 36" 17'-1" 16'-10" IVA" 13'-T' LIVE 30" 18'-8" 18'-T' 16'-9" 15'-2" 20 24" 20'-9" 20'-9" 18'-11" 17'-2" LIVE 20" 22'-7" 22'-T' 20'-10" 18'-11" 20 36" 10'-3" 10'-3" 10'-3" 10'-3" LIVE 30" 12•_3" 12•_3" 12•_3" 12•_3" 30 24" 14'-10" 14'-10" 14'-10" 14'-10" 20" 16'-3" 16'-3" 16'-3" 16'-3" 25 36" 9'-9" 9'-9" 9'-9" 9'-9" 30" 11'-8" 11'-8" 11-8" 11'.8" 60 24" 14'-6" 14'-6" 14'-6" 14'-6" 20" 15'-10" 15'-10" 15'-10" 15'-10" 30 36" 8'-2" 8'-2" 8'-2" 8'-2" 30" 9'-9" 9'-9" 9'-9" 9'-9" 24" 12•_2" 12•_2" 12•-2" 12•_2" 20" 14'-6" 14'-6" 14'-0" 14'-6" 40 36" 6'-2" 6'-2" 6'-2" 6'-2" 30" 7'-4" T4" 7'4" 7'-4" 24" 9'-2" 9'-2" 9'-2" 9'-2" 20" 11'-0" I l -V' 11'-0" 11'-0" 60 36" 4'-1" 4'-1" 4'-1" 4'-1" 30" 4'-11" 4'-11" 4'-11" 4'-11" 24" 6'-2" 6'-2" 6'-2" 6'-2" 20" T-4" T-4" 7-4" T-4" I ABLE l.a I Amerlmax Building Products 5208 Tennyson Parkway Piano, Texas 76024 Carl Putnam, P. E. 3441 ivylink Place Lynchburg, VA 24503 (434) 3842514 carloutnam(ftomcast ri n n9d"v4"v3" Raftar MA" n/c Widtianan nr Rinnlel 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'-6" 16'-6" 16'-0" 16'-6" 20 0.024" T-11" T-11" T-11" 7'-11" LIVE 0.040" 13'-1" 13'-1" 13'-1" 13'-1" 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" 0.040" 12•_1" 12•_1" 12_1 40 0.024" 5'-9" 5'-9" 5'-9" 5'-9" 0.040" 10'-5" 10'-5" 10'-5" 10'-5" 60 0.024" 4'-5" 4'-5" 4'5" 4'-5" 0.040" 8'-3" 8'-3" 8'-3" 8'-3" FES IADLE IA 7/612007 Page 1 of 9 ` LATTICE 20 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREA$ 0.042"x3W.. Box Beam Detail 1-1 Daub a 0.04296iW Box Beam Detail L12 Double 0.032"x298.625' Box Beam Detail L12) 0.042'X39d3" Box Beam(Detail 1-7 a 0.042"x3W Box Beam Detail L12 Double 0.0329298.625" Box Beam Detai 1.12) TABLE 2.1 Attached Freestanding or Attached Freestarlding or Attached Freestandlrlg or TABLE 2.1 Attactled Freestanding or Altectled Freestanding or Attactled Freestanding or Structure Mulds an Units Structure Multispan Units Structure MuPos an Units Structure MulOs an Units Structure Multis an Units Structure Mullis an Units GROUND TRIG MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIO MAX POS MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REOD P09T MIN FOOTER 8' I 17 I 17 POST MM FOOTER Y ' 17 17 POST MBI FOOTER 8' I 17 I 17 SNOW WIDTH POST RED POST MW FOOTER Y I 10 17 POST MIN FOOTER O' ( 10' I 17 P03T MM FOOTER 8' ' 10 ' 17 LOAD (FT) SPACING FOR 6PACIN POST 61ZE CONSTRAINED FOO 6PACIN POS SIZE CONSTRAMFD FOO SPACIN POS SIZE CONSTRAINED FOO LOAD (FT) 6PACINO FOR SPACM SIZE CONSTRAINED FOO SPACIN POST SIZE CONSTRAINED FOO SPACING SIZE CONSTAAINtD FOOTFq ON SLAB BLAB (FT) TYPE "d -d' 1Q' 'd (FT) TYPE . •d' 'd . •d 'd (FT) 'd' "d' "d" "d" (Pad) ON SLAB BLAB (FT) TVP "41 141 'd 'If (FT) TYPE "d 'd' 'd' 11 (FT)TY 'r -c', 1d1 '4• - b 1n n in n tri hi to b b in in b it In In b N N in 90 MPH EXPOSURE B - 90 MPH EXPOSURE B - 10 4 1T4' A 17.3'A 18 28 28 29 18'3-a 21 29 31 32 17-11• A 18 20 27 29 30 4 6'-0' A 81.7 B 14 22 23 24 10.11' C 17 25 2? 28 : 8'-"B . 15 22 23 24 - LIVE 4.5 1S-1' A 11'-7 A 18 26 27 28 18',2'21 21 28 31 32 11'-11• A 1B 2b 27 Zfi 4.5 5'•4' A 5'8 B /1 22 29 24 9-11- C 17 26 28 27 8'-7 B 15 22 23 24 6 13'-T A 104' A '. • 1B 25 27 28 1T1" B 22 - 28 30 31 1114' A 18 25 26 28 54'-10" A 6'-1" 8 14 21 22 23 81-7 C 17 24 26 27 6'-7" 8 15 21 22 23 5.5 174'-. A 8'-7" A 18 25 28 27 18'.7 B 22 28 30 31 10'.9' A 18 24 26 27 S.S. 4'4' A 4'-8' B 14 21 22 23 8'-6' C 18 24 25 28 51.7' B 15 21 22 23 6 11'4' A Y-11' A 18 24 26 27 15.7 B 22 28- 29 31 74" A 19 24 25 27 6 44'- A 4'-r , B. 14 - 20 21 22 7-10' C 18 23 25 26 4'4' B 15 20 21 22 8.5 1751 A Y5' A 19 24. 26 28 14'4' - 8 22 27 29 30 9-1' A 18 24 25 26 6.5 Y-8' A 4'4' 8 14 20 21 22 T4' C 18 23 24 28 4'6' B 15 20 21 22 7 741 A T-11" A . 18 23 25 26 13'-7' B 22 27 28 30 8'-7" A 18 23 25 26 7 3*5' A 3'-8' B 14 19 21 .22 8'-11- C 18 23 24 25 4'3' B 15 20 21 22 7.5 8'-11 A T-' A 78 23 24 26 17-11' B 22 77 28 29 8'-1' A 19 23 24 26 7.5 3'-7 A 3'8 •8 B 15 19 20 21 8'' C 18 22 24 25 Y-11' B 15 18 • 20 21 8 Y4'. A T-1" A 19 23 24 25 11 174- B 23 20 28 1 29 11 T4" A 1 19 1 23 24 25 B 3'4' A Y.T B 15 19 20 21 C-7 C i6 22 2J 24 3- tl 15 19 ZO 21 &5 8'4- A 514" A. 19 23 24 25 11'4' B 23 26 27 29 T4' A 19 23 24 25 8.6 7-1T A 3'-1' B 15 18 20 21 5-10' C 1B 22 23 24 _ 9'6' B 15 18 20 21 8 T4" A &.a. A 19 22 24 26 11'.7 B 23 28 27 28 T41 A 18 22 24 25 B 74' A 7-11' B 16 78 18 20 S -T C 18 22 23 24 7.4' iLLL 8.5 T-2' A 8'-1' A 19 22 23 24 1Q-10' B 23 25 27 28 8'4" A 20 22 23 24 8.6 74' A 7.8- B 15 18 , 19 20 S-4' C 18 2122 24 3'-710 B4' A 5-10" A 78 22 23 24 1751 a 23 25 27 28 751 A 20 22 23 24 10 75' A 74" B 15 18 18 20 S-1' C 16 21 22 23 Y-0•511 A - 514' A 19 21 23 24 94" B 23 25 26 27 5-11' A 20 21 23 24 11 7-Y A 75' B 15 18 19 20 4.4' C 18 ' 21 22 23 24' 10 4 1T4' A 171' A 18 27 29 30 171' 8 22 31 32 34 17-11• A 18 27 24 30 LIVE 4.6 15-11 A 11'-7 A a 18 27 28 30 18'-7 B 23 30 ' 32 34 11'-11' A 20 27 28 29 6'Y-7" T-1' A - 10'4" A 18 26 28 29 1r w B 23 30 32 33 11'4' A 20 28 26 29 5.5' 1741 A 8'-7' A 20 28 27 29 18'-7 B 23 29 31 33 1011' A 20 28 27 28 6 11'4' A. &-111 A 20 25 27 28 1514• 8 23 29 31 32 74" A 20 25 27 28 6.5 174' A 8151 A 20 - 25 28 28 14'4' - B 24 28 30 32 81-11 A 20 25 28 28 • 7 741 A •T-11• A 20 25 26 27 13'-T B 24 28 30 31 8'-T A 20 25 28 27 _ 7.5 7-11 A r -W ' A 20 24 28 27 .17-111 B 24 28 20 31 S'4' A 21 24 28 27 651'4' 451_ A T-1" A 20 24 26 28 174' B 24 27 29 30 T4" A 21 24 25 26 8.6 8'41 A 741 A 20 24 25 28 11'4' B 24 27 29 30 T4• A 21 24 25 26 9 741 A 751 A 20 23 25 28 11"r B 24 27 28 30 T41 A 21 23 25 28 9.6 TQ A 6'-11 A 20 23 24 28 17-10' B 24 • 27 28 29 - 74" A 21 23 24 28 10 5141 A 5-10' A 20 23 24 25 175' B • 25. 26 28 29 (r51 A 21 23 24 25 11 51.7 A 5141 A 20 22 24 25 74" B 25 28 27 20 5-11' A 21 22 24 25 12 5141 A 5141 A 20 22 23 24 741 B 25 26 27 28 5141 A 21 22 23 24 13 51-7 A. 4'-T A 20 22 2324 20 8'51' B 25 26 28 28 61-7 . A 21 22 23 24 14 4'-101 A 4'41 A 2021 19 22 23 T-11' B 25 26 28 77 41-1P 8 21 21 23 24 16 4'41 A 4'-1• A 21 21 22 23 T5" B 26 26. 28 27 4'-7• B 21 21 22 23 20 4 1 8'-11' A T5' A 15 23 21 28 17-10' B 18 28 28 28 7-1' A 18 23 24 25 LIVE 4.5 T-11' _ A e4• A 15 23 24 25 11'4' B 1& 28 77 29 T4' A 18 23 24 25 5 T-1' A 7-1• A 15 22 23 24 17-17 B18 19 25 27 28 741A B 18 22 23 24 5.5 7d` A 51-8'A B 15 22 23 24 17-1' B 19 25 28 28 513 A 18 22 23 24 6 51-11' A .511' A 15 21 71 23 73' .:B 19 25 25 27 514' A /8 21 22 23 851 515' A 4'-10" A 15 21 22 29 8'-1D' 8 1B 24 26 27 5151 A - 18 21 22 23 7 5.-1• A 4'4• A 16 20 22 23 814" B 19 24 26 20 S -T 8 - 18 21 22 23 _ 7.5 4'4" A 4%W A 18 20 21 22 T-10' B 18 23 26 20 4'4' B 1B 20 21 22 8 451_ A 4'41 A 18 20 21 22 T5• B 18 23 24, 28 4'51' 8 18 21) 21 22 8.6 4'1" A TAW A 18 20 21 22 T-11 B 18 23 24 25 B.T B 18 20 21 22 B -3'-11' A Y -T , A 18 18 20 21 77' B .18 23 24 25 4'-1' B 1B 18 21 22 9.8 3'4" A YS A 16 18 20 21 V-6, C 19 22 24 26 Y-17 B 18 1B • 20 21 10 T -r A Y1• A. 1B 18 20 21 7.7 C 18 22 23 24 341 B 18 19 20 21 11 3'-7 A 3'4• A 18 18 20 20 514• C 18 22 23 24 YS B 18 18 20 21 - 12 7-11' A 74' A. 1B 18 18 20 511' C 1B 21 72 23 T.I. B 18 1B 18 20 13 74' A 75" A 18 /820 20 4'-10' C 1B 21 22 23 7-11' B 16 18 20 20 10 74" A 741 A /8 19 20 27 411 C 20 20 22 2J 74• B 18 19 20 21 16 74 A 7.21 A 18 19 20 21 4'1' C 20 20 21 22 24• B 151 1B 20 21 30 4 74' A e1.7 B / 5 23 24 26 17-111 C 18 27 28 29 74" B 18 22 23 24 4.6 6'4' A 514' B 16 Z9 24 26 91-11' C 1B- 26 28 28 8'-7 B 18 22 -23 24 6 4' -IV A 51-1' B 16 22 23 • 24 9'-7 C 19 29 27 28 S-7' B 19 21. 22 23 5.6 4'41 A 4.4" B 15 22 23 24 Y4' C 19 25 28 28 61-7 B 18 21 22 23 6 4'41 A 41' B 16 21 22 23 T-17 C 18 26 26 27 4'4' B 18 20 21 22 8.5 T -S' A 4.41 B 16 21 22 23 T4' C 19 24 26 27 P41 8 1S 20 21 22 7 T.6' A Y4' B 16 20 22 23 T-11' C 18 24 25 28 W -r B 151_ 20, 21 22 7.5 3'-7 A 3'4- , e 16 20 21 22 514' C 19 23 . 25 2.8 3'-11' 8 18 19 20 - 21 8 314' A Y1' B /8 20 21 22 6'-2' C 19 23 24T820 21 8.5 7-10' A Y -t' B 18 20 21 72 5-10' C 18 29 24 25 '- Y6 B 18 1B 20 21 9 74' A 7-11' B 18 19 20 21 s! --r 19 23 24 25 Y4' 8 18 19 20 20 9.5 74" A 24' B 151 18 20 21 51-4' C 19 22 24 25 Y-7 B 18 19 19 20 10 75' A 24` B 18 1820 21 S-1' C 19 22 23 24 Y41 B 18 18 19 20 11 7-7 A 751 B 18 19 20 21 4'4' C t9 22 29 24 74' B 151 18 19 20 7/9/2007 r Page 2 o19 F Ftp 0 4 2008 ' LATTICE 20 POST SPACINGS AREA$ FA ILL A.1 Structure Freestanaing Or Attached Freestanding Or Attached Freestanding Or Strucllre MUIUSPan Unit Structure Mutts an Units Structure Multis an Units rGROUND TRIG MAX POST MAX POET LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH W WIDTH POST RE07) POST MIN FOOTER V I 10' I 17 POST MIN FOOTER 6' I 10' I 17 POST MIN FOOTER a' I 1a I 17 D (FT) SPACING FOR MAXSPACI4 POST S� CONSTRAINED FOO SPACIN PO SIZE CONSTRAINED FOO SPACIN POS WE CONSTRAINED FOOTS ) ON SLAB ELAS (FT) TYPE 'a •a •a •a (FT) TIT •a •a "Cr •d (FT) •a •a •e •a h I h h n h h h h 90 MPH EXPOSURE C 204 8'-11• A TS A 18 24 26 27 17-10• B 1B 28 29 31 C-1• A 17 24 28 27 LIVE I.b T-11' A 6-0• A 18 24 25 26 11'x• 8 20 Z7 28 30 T.4• A 17 24 25 25 5 T-1• A 1-1• A 1S 23 24 26 10-17 B 20 27 28 29 8'-8" A 17 23 24 28 6.5 66' A V -r A 18 23 24 26 10'-11 B 20 28 28 29 6V• A 17 23 24 25 8 6-11• A SS• A 16 22 23 25 7.6• B 20 26 27 28 64r A 17 22 24 25 6.5 61S A 4'-I(r A 16 22 23 24 V-101 B 20 25 27 28 6-• A 17 22 23 24 7 6-1• A 4'4' A 17 21 23 24 6l• B 20 25 26 26 6-1• B 17 22 23 24 7.6 4'4' A 4'S• A 17 21 22 23 T-17 B 20 25 28 27 4'? 8 17 21 22 23 8 4'6• A 414• A 17 21 22 23 7'6' B 20 24 28 27 1'4• B 17 21 22 23 8.5 4.7 A T-17' A 17 21 22 23 T-1• B 20 24 25 28 4'J•B 17 21 22 23 9 3'-11• A 3•-r A 17 20 21 22 6-0• B 20 24 25 28 4'-1• B 17 20 22 23 9.5 3'4' A Y6' A 17 20 21 22 66" C 2123 25 28 Y-10' S 17 20 21 22 10 314• A ". A 17 20 21 22 6.T C 21 23 24 26 Y4• B 17 20 21 22 11 7-2" A 3.4' A 17 19 20 21 64' C 21 23 24 26 3'6• B 17 20 21 22 12 7-11' A 7i• A 17 19 20 21 S.i' C 21 22 24 26' T-1' B 17 /9 20 21 13 7.8 A 74• A 17 18 21 21 4'-10• C 21 22 23 24 ?-11' B 18 19 21 21 95 MPH FXPOSURF R 25 4 R7 A 7--1• A 15 23 24 25 176• C 18 26 28 29 r4r B 15 23 24 25 S-4• A 66• 4.6 64• A 66" B 15 22 24 25 114' C 18 28 27 28 7"-1 8 15 22 24 25 16 5 64' A 5-11•B C 16 22 23 24 IV45' C 19 26 27 28 64' B 18 22 23 24 24 6.6 6-2• A 66" 8 15 21 23 24 e'4• C 18 26 26 27 64• B 16 21 23 24 4-1• 6 {'4' A S4' B 16 21 22 23 f' -i• C 19 24 26 27 6'-r 22 18 Is 21 22 23 20 8.5 4'6" A 4'4• 8 16 21 22 23 6'6'C 7 19 24 26 26 6.2' B 16 21 22 23 26 7 4'-1' A 44• B 15 20 21 22 8'4' C 19 24 25 26 4'-10' B 16 20 22 22 4'-r 7.5 T-10' A 4'-1' B 15 20 21 22 r -7'C 21 19 23 26 25 4'-T 8 18 20 21 22 17 8 7-7"A 23 Y-10• 8 11 B 21 22 'r C 19 23 24 25 44• B 16 20 21 22 22 8.6 3'-4' A Y4• B 15 18 20 21 6-10' C 19 23 24 25 4'-1' B 18 20 21 22 9 T-2" A 3' S B 15 19 2021 C 66•c 23 19 22 24 25 3'-11' B 18 19 20 21 7-10' A 3'-1' 9.6 3'4' A Y-3• 8 16 19 20 21 6-2• C 18 22 23 24 3.4' B 18 19 20 21 16 10 7-1 D' A T-1• 8 15 19 20 21 5'-11' C 19 22 23 24 3'4• B 18 10 20 21 20 11 7-r A 7-10' B 16 tf Is 20 66' C 1B 21 23 24 Tor 8 18 19 19 20 25 4 T -Y A T-1' A18 34' 24 25 27 176' C 19 28 29 30 T-0" B 18 24 26 25 21 4.5 S-4• A 66• B 16 23 25 28 114' C 10 27 28 30 T-1' 8 17 23 26 % 13 5 574• A 5-11' B 16 23 24 25 1O6• C 20 2828 20 20 6'6' B 17 23 24 26 3'-1' 6.6 6,7 A 66' B 18 22 24 25 9.4• C 20 26 27 29 64•a 20 17 22 24 26 23 6 4'4• A 64• B 10 22 23 24 4-1• C 20 25 27 28 6-r B 17 22 23 24 18 0.6 4'6• A 4'4• B 16 22 23 24 8.4• C 20 26 27 28 6•T 8 17 22 23 24 W.I. 7 W.J. A 4'4• B 18 21 22 24 8.4' C 20 26 26 27 4'-10• B 17 21 23 24 18 7.5 T-10• A 41' B 18 21 22 23 7'-r c 20 24 26 27 4'-r B 17 21 22 23 13 6 Y -r A T-10• B 18 21 22 23r -r C 20 24 25 27 4•-4• 8 17 21 22 23 4 1' 6.6 34' A 3'4• B 18 20 22 22 6-10• C 20 24 26 26 4'-1' B 17 20 22 23 9 3-2• A 3'6• a 18 20 21 22 64•C 20 23 25 26 7-11' a 17 20 21 22 0.6 Y4• A 31-r B 16 20 21 22 6,2' C 20 23 24 26 Y4• B 17 20 21 22 10 7-10' A 3'-1' B 1B 20 21 22 5-11' C 20 23 24 26 3'4' B 17 20 21 22 11 2' A 7-10 B 16 10 20 21 6'S C 20 22 24 26 3'S• B 17 10 20 21 12 74' A 7-r B 17 10 20 21 64' C 20 22 29 24 9'4• B 17 10 20 21 I. 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 20 PSF MIN) 4. CHOOSE A RAFTER FROM TABLES 1.1 TO 1.9 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 6. DETERMINE TRIBUTARY WIDTH FROM TABLE 22 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 2.1 THAT HAS ADEQUATE POST SPACING. T. USE THE APPROPRIATE FOOTER SIZE SHOWN. .12) Or LOAD 1GROUNDIII.P.1 MAX cST �PdPOS CS FO�1 7X POST LENGTH TH 71' ITLEING17 POSNRI-TGSF ICDi qPOEIRIOSAN IP �G GN6TRA6AI OO(PSF) ON SIABB(FT) TYPE I�iTEq 60 4 3'4' A 34' B 12 20 21 22 6S' C 15 23 25 26 Y4• B 13 20 21 22 21' 4.5 731-(r- A 3'' B 12 1B 20 21 6-0' C 16 23 24 26 T.6" B 13 20 21 22 6 5 76' A 74• B 12 10 20 21 5'-T C 16 22 23 25 3'-1' B 13 10 20 21 9.6 S5 7,2' A 76 B 12 19 20 20 4.4• C 16 22 23 24 7-10' B 13 10 20 21 4' 6 74• A 7-r B 12 1S 18 20 4'6• C 18 21 23 24 7-r B 13 16 /9 20 r 6.6 1'-10• A 7-1' B 13 1S 19 20 W.I. C 1S 21 22 23 76' B 13 18 10 20 126 7 1'4' A 1'-11• B 13 17 18 1B 3'-1? C 18 21 22 23 1 B 13 18 16 20 s.6 7.6 1'-r A 1'-10' B 13 17 18 1B 3'-r C 18 2D 21 22 7-1' B 13 17 18 1 17 8 1'6' A 4 1' B 13 17 18 19 3'4' C 18 20 21 22 74• B 13 17 is l: OVER- NANO MhABs an and Fre nding Structures Post Description Maximum TABLE 22 TRIBUTARY WIDTHS FOR eINOtE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE FOR==D POST Foofl 6 v 10' 11' 17 13' 14' 16 16 /T IV 1P 20 21' 27 0 4' 4.6 6 S.6' 6' 5.6' T 7.6 S. 8.6 V 9.6IV 10.5' 11' 1' 4.6 S 5.6 6 6.6 T 7.6 6 8.6 69.51 1P 10.6' IT 11.6 7 6 5.6 6 8.6 r 7.6 6 8.6 r 9.6 10 10.6 11' 11.6 17 3' 5.6 6 6.6 r 7.5' 6 8.6 V 9.610 10.5' 11' 11.5' 17 125 4' 6 6.S T 7.6 6 8.6 r 9.6 10 10.6 11' 11.6 17 126' 13' 6' S.S. T 7.6 6' 8.6 r 9.6 10' 10.6 11' 11.5 17 126 IT 13.6' 6 T 7.5' 8' 8.6 r 9.6 10 10.6 11' 11.6 17 126 1Y 13.5' 14' r 7.6 6' 6.6 8' 9.6 10' 106 11' 11.5 17 126 13' 13S 14' 14.6 6 6 s.6 0' 9.617 10.6 11' 11.6 17 126 1Y13.5' 14' 14.5' 16 0' aS 6 9.6 10' 10.6 11' 11.6 17 126 13' 13.6 14' 14.6' 16 15.5 10' 9' 9.6 10' 10.6' 11' 11.6 17 12613, 13.6' 14' 14.6 16 15.5' 16 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 24 9. FIND THE O/C SPACING OR III OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.8 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN SLAB T. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.1 SLAB S. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE TABLE 2A Post Requirements for MhABs an and Fre nding Structures Post Description Maximum POST Foofl 0.043'SGiW Steel (lover d = 23" D 0.043')496" Steel Clover d - 23" jMax E 0.1889494" Steel S re d = 3T' F0.1889r49r4"Steel re d = 44' 0.188 k6k5"SteelS Imre d = 49" H Amerlmax Building Products 6208 Tennyson Parkway Piano, Texas 76024 12) Cart Putnam, P. E. 3441 ivyl nk Place Lynchburg, VA 24603 (434)304.2614 cartoutnamlOcomcast.net FEB 0 4 2009 7/&2007 Page 3 of 9 • , W' 1FnCE 20 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREA; _ 12 Ga 3"W'Steel C Beam Deta( L18 16 Ga 3"x8" Stee C Beam(Detail L18 Double 12 Ge 3'X8" Steel C Beam 1.18 and AY) 12 Ga TW Steel C Seam(Detail L18 16 Ga 3'X8" Steel C Beam Detail 1.18 Double 12 Ga 3'X8" Steel C Beam 1.18 and AY) TABLE 26 AttaChad Freestanding or Attached Freestanding or Attached Freestanding or TABLE Attached Freestarlding or Attached Freestanding or Attached Freestending or Structure MulBs an Units Structure Muftis Units Structure Multis an Units Structure Muttl an Units Stricture Mullis Unita Structure Mullis an Units GROUND TRIG MAX POST MAX MAX POST LENGTH MAx MAXPOSTLENGTH MAX MAX POST LENGTH GROUND TRIB MAX POS MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REG'D POST MIN FOOTER 6 I 17 I 18' POST MM FOOTER Ir I 17 I 18 POST MIN FOOTER 8 I 17 I 18 SNOW MOTH POST POST MM FOOTER S' I 17 I 18 POET MIN FOOTER 8' I 17 I 18 POST MM FOOTER 8 I 17 I 18 LOAD (FT) SPACING FOR 6PAC POST SIZE CONSTRAINED F SPACIN PO SIZE CONSTRAINED FOO SPAC POS SIZE CONSTRAINED FOO LOAD (FT) SPACING FOR SPACIN SIZE CONSTRAINED FOO SPACM POST SIZE CONSTRAINED FOO SPACINGO 6�, CONSTRAINED FOOTES (PSE) ON SLAB SLAB (FT) TYPE •d •d •d •d (Fn - 'd •d •d L.'d (FT) •d 'd 'd •d. IPSP) ON SLAB SIAB (FT) •d 'd 'd 'd (FT) TYPE 'd 'd -d 'd ' (FT) to M N b In b b b b tri b b In In b b to .. n 90 MPH EXPOSURE B 90 MPH EXPOSURE B 10 4 1 17"4' A 31'-6" C 24 33 37 40 26$ B 23 31 35 38 38'-7• C - 20 34 38 42 304 8'-0' A 23'-T D 22 91 3q 37 18'-9• 0 211' E 24 32 35 39 , WE 4.6 16-1• A 30J' C 25 33 36 40 24'-7' B 23 31 34 38 3811' D 27 34 37 41 4.6 6'4' A 27,7 D 23 30 34 37 17"4• D 21 29 32 35 284' E 24 31 35 38 5 13'-T A 29'-7 C 29' 32 36 40 23'48• C 24 31 34 38 3F4r D 28 - 34 37 41 5 4'-10` A 21'5• D 23 30 33 37 184' D 21 28 31 . 35 2r4r E 25 31 34 38 - 5.5 174• A 211• C 28 32 36 39 27.11' C 24 31 34 37 35.4- 0 28 33 37 41 5.5 4'4' A 274• 0 24 30 33 36 Is, -11• D 22 28 31 34 2S'-7 E 26 31 34 38 - 8 11'4' A 27"4' D 27 32 35 39 274' C 25 '30 34 37 34'r D 29 33 37' 40 8 4'4' A 20'-T E 24 30 33 38 • 15-1• D 22 28 30 34 265• E 26 31 34 37 6.5 105' A 28'-9" D 27 32 - 35 38 21'5- C 25 3033 37 3T4-0 20 33 36 40 6.6 3'S• A 18'5' E 25 29 33 38 14'5• D 22 27 30 33 24'4` E 27 30 34 37 7 84•, A 28'-1' D 28 - 32 35 38 21'-7 C 26 30 •33 37 37-1T 0 30 33 38 40 7 34• A 183- E 25 29 32 38 13'4• D 22 27 30 33 24'.7' E 27 30 33 37 _ 7.6 W-1' A . 2F -V 0 28 31 35- 38 204- C 20 30 33 36 37-Y 0' 30 32 30 40 7.6 3'-7 A Iw-er E 25 28 32 36 13'-7 D 23 27 29 33 23'-7• E 77 _ 30 33 37 9 6'$ A 24'-11' 'b 29 31 35 38 1 201- D 1 27 30 33 38 31'5' D 31 32 W 40 8 3.4•- A 184' E 28 28 32 35 174• 0 23 26 2-9 92 23'•1• • E 28 W 33 37 8.5 8'4• A 24'5- D 29 31 34 38 184• D 27 29 33 38 30-1P D 31 32 36 38 - 8.6 7-17 A 1T -1V E 26 29 32 35 17$• D 23 28 29 32 27d- E - 28 _ 30- 33 36 9 7"4' A 24'4•0 28 31 34 38 18.7 0 27 29 32 ' 38 301• 0 32 32 ' 35 39 B 74• A 1T4' E 26 - 29 32 35 1114• 0 23 26 29 - 32 72'.7 E 29 30 33 36 9.5 T-7 A 2T -7'D 30 31 34 38 184' 0 27 29 32. 38 284• D 32 32 35 39 9.5 74- A 16-10• E 27 28 31 35 11'4• D 23 - 28 28 31 21-17 E 29 29 33 38 - 10 84• A 27.7 0 30 31 34 38 18,7 D 28 29 32 35 29.7 D 32 32 35 39 10 7B A 185•E 27 28 31 34 11'4• D 23 25 28 31 21W E 29 28 32 38 10 4 17"4- A 31'5' C 26 36 38 42 254- B24 21 33 36 40 39'-7• C 28 36 40 44 LIVE 4.5 15-1• A 30'1• C 27 34 38 42 24'-7' B ' 25 33 36 40 38'-1' 0 26 36 38 ' 44 39. 5 13'-7' A 283• C 27 34 38 42 29'4' C 26 '_ 32 38 40 38'4• D 30 35 39 43 35 6.5 114- A 28'J• C 28 34 37 4127-11- 1T-17 C 26 32 35 39 35'4• 0 30 35 . 39. 43 32 8 11'4• A 47"-D D 29 34 37 41 274' . C. 27 32 35 - 39 34'-7-D D 31 35 38 42 27 6.6 tOB A 284- 0 28 33 37 41 21'4• C 27 32 35 38 3318' D 31 34 38 42 E 7 84• A 20-1' D 30 33 37 41 21'.7 C 28 31 35 38 37-17 D 32 34 38 42 21'-11' 7.6 8-1. A 254• 0' 30 33 36 40 204• C 28 31 35 38 37-7 D 32 34 38 42 33 • 8BB 3'4• A 24'-11- D 30 33 36 40 20'J• O 26 31 34 38 31'5• D 33 34 37 - 41 20 6.6 84• A 24'5• D 31 33 36 40 184- D 29 31 34 38 30-10' 0 33 34 37 41 9 7"4• A 244- D 31 ' 32 36 40 18.7 D 29 31 34 38 301• D 34 34 37 41 29 8.6 T-7 A 23'-T 0 32 32 36 40 185- D 28 30 34 37 284' 0 34 34 37 41 E 10 54• A 273• D 32 32 38 39 183• 0 30 30 33 37 27.7 0 35 35 37 41 83• 11 53• A 27B 0 33 33 35 38 17"4• D 30 30 33 37 28'1• D 35 35 37 40 12 54• A 21'4- 0 33 39 35 39 16'-7- D 30 30 33 36 2T4' E 36 36 36 40 28 13 S-7 A ' 21'J• D 34 34 3538 34 15-11• D 31 31 32 38 28'-e' E 37 37 37 40 14 4'-10• A 204• D 3434 29 ' 36 38 1SJ- O 31 31 32 35 28'-1• E 37 37 37 40' E If 4'B A 201• O 35 35 35 38 14'-7• D 1 31 1 31 32 35 25B E 38 38 38 39 20 1. 8'-11' i A 24=11' 1 D23 24 31 1 35 38 20J• C 21 30 33 SIB 31.5• D 24 32 36 40 LIVE 4.6 Tit- A 244• 0 23 31 - 34 38 184' D 22 29 32 38 301• D 25 32 36 38 39. 5 T-1• A 23'3' D 24 31 34 38 184•0 38 22 29 32 38 28.7 D 28 32 36 30 35 5.5 SB A 275• 0 24 30 34 37 1T-17 D 23 28 32 35 28'1' D 28 31 35 38 32 8 5-11' A 21'-r D .25 30 33 37 1r -W D 23 28 31 36 27'B D 27 31 35 38 27 8.5 SB A 21'-r D 25 30 33 37 18.4' D 23 28 31 34 284• E 77 31 34 38 E 7 T.I. A 204• D 28 30 - 33 30 1S4• D 23 28 31 34 28'-1• E 28 31. 34 38 21'-11' 7.5 4'4' A 21Y -W -D 26 30 33 38 16'-1- D 24 28 30 34 26'4' E 28 31 34 37 33 84'B 3'4• A 18'4'0 E 28 29 33 36 14'$0 D 24 27 ' 30 33 24•-11• E 29 30 34 37 20 8.5 4'3' A 188 0 27 29 32 38 144• D 24 27 30 33 24'B. E 29 30 34 37 9T-11" 2'1• A 184• 0 27 28 32 X38 131-W - 0 24 27 30 33 244' E - 29 30 33 37 29 8.6 34• - A 16.8• E 27 . 29 32 ' 38 - 13'-1- - D 24 27 28 33 23'-7- E 30 30 - - 33 37 E 10 TBA A 18.4- E 28 29 32 35 174' 0 25 28 29 32 23'3- E 30 30 33 37 83• 11 T3- A Ir4• E 28 29 32 36 11111• 0 26 26 28 32 27B E _ 31 31 33 38 12 ?-11• A 15F E- 29 28 91 35 ' 11V• 0 25 28 28 31 21W E 31 31 33 36 28 13 24• A 18'-1• E 29 29 31 34 104- D 25 25 28 31 21W E 32 32 32 - 90 14 74' A 16'4' : E 2B 29 ' 31 34 103• 0 26 26 28 31 204' E = 32 32 38 E 16 ?4• A 154• E 30 30 30 34 84• D 28 ' 28 27• 30 20J' E 39 33 33 36 ' 30 4 6'4• A 23'-1' 0 24 32 38 38 1814" D 22 31 34 = 37 29'-1' E 26 32 35 39 4.5 6.4''A 4'4- '273• D 24 32 35 39 17'4'0 15'J- 22 30 33. 37 284"E 29B 26 31 35 38 . 39. 5 4'-10•- A 21'5` D 26 32 35 • 38 " 164'D 38 23 30 33 98 27"4• E 27 31 34 38 35 5.6 4'4' A 20'4" D 25 31 95 38 16'-i t' D 23 29 32 38 28'.7 E 27 31 34 38 32 8 4'-0' A 20,7 E 28. 31 34 38 15.1' 0 23 2B 32- 35 2SB E ZB 91 34 37 27 8.5 3141 A 184• E 28 31 34. 38 14'5• D 24 29 32 36 244" E 28, 30 34 37 E 7 T -W A - 183• E 27 31 34 38 13'4• D 24 28 31 35 24'.7 E 29 30 33 37 21'-11' 7,6 3'3• A 184• E 27 30 34 37 - 13'.7 D 24 28 31 34 23'-7• E 28 30 " - 33 37 33 6 3'4• A 184• E 27 30 34 37 174• D 2426 E 31 34 .2T-1• E 30 30 33 37 20 8.6 7-10• A Ir-IVE 31 '28 ' 30. 33 37 17-7 0 24 27 30 34 2r -r E 30 30 33 38 9 2'1• A 17"4• E 28 30 33 37 11'4• D 25 77 30 33 ' 27,7 E 30 30 33 38 29 8.6 74r A 15-10• E 28 30 33 36 11'4• D 25 27 - 30 33 21110• 77 29 32 35 84' E 10 75' A 1551 E 29 30 33 36 11'4' D 25 27 30 33 21'5' E 31 31 32 98 83• 11 73' A' 15B E 29 29 32 ' 36 104• D 25 28 29 32 204• E 32 37 ]2 38 40 wrn 4 �y ,4' '4 A 21'4'D 29 31 35 38 /6J• D 21 29 33 38 ZB'S• E 25 32 36 40 4.5 4'4- A 203' E 23 31 34 38 15'J- D 21 29 32 35 29B E 25 32 36 39. 6 3'-7• A 184• E 24 31 34 38 14'J' 0 - 22 29 32 35 24'-T E 28 32 35 38 5.5 T-3' A 18-1T E 24 31 34 37 13'B D 22 28 31 34 234" E 28 32 35 39 ' 8 3'4• A ' 18'4• E 26 30 34 37 174• 0 22 28 31 34 25-1• E 27 31 35 38 6.6 74• A 17"4' E 25 30 33 37 17.7 0 22 27 30 34 27B E 27 31 34 7 217• A 1T-1' E 28 30 33' 31 11'-7• D 23 27 30 33 21'-11' E 28 31 34 38 7.5 7B A i8W E 28 30 33 36 11'-1' D 23 27 30 33 21'V E 28 31 8 7J' A 154' E 28' 29 32 3B 104• 0 23 27 20 32 21'4- E 29 31 7 8.6 7-1' A 16-7' E 27 29 92 SIB 10J• 0 23 29 92 "20'-T E 29 0 .34 37 9 74• A 15-1• E - 27 28 32 35 8-17 E 29 28 28 32 20.7 F 29 94 37 9.6 1'-11• A 14'4' E 77 29 32 35 84' E 23 28 29 32 18-10• F 30 3 37 ' 10 1'4- A 144• E 27 29 32 35 83• E 24 28 28 31 18B F ]0 90 37 - - so MPH EXPOSURE B �•(tti/ 40 4 4'4• 4" D 21 90 39 97 /8J• D 20 28 91 91 4.6 4'-0' ]-T '3' _ B E E 22 22 -30 2B 39 92 3B 38 153• 14'J' D D 71 22 28 77 ]794S 30 R15.6 3V' 1P E 29 78 32 98 154' D 22 27 30 39 e- 3'4' 4• E 23 28 32 35 174' 0 22 28 29 328.6 74' 4' E 21 2B 92 36 173• O 22 20 28 827 7-T 1• U14' E 7A 28 31 35 ' 11-T D 23 28 .29 327.6 2W T E 24 28 31 34 11'-1' D 23 26 28 31 E 25 28 31 U 104' 0 29 26 26 31T E T6 29 91 34 10J' D 29 26 28 ]1 1• E E 25 25 28 27 30 30 34 34 8-10' 84' E E 73 23 25 25 27 27 30- 30IL• ��0 E 20 T 30 33 83• E 24 24 27 30 ^A 1` N Page 4 of 9 _ FEB 0 4 Z00� . LATTICE 20 POST SPACINGS FOR LATTICE PATIO AND IROUND TRIG MAX POST MAX M/ SNOW WIDTH POST REOD POST MIN FOOTER V LOAD (F7) SPACING FOR SPACM POST SIZE CON (PSF) ON SLAB SLAB (FT) TWE 'd Cr' NERCIAL COVERS IN 90 MPH WIND AREA: 11 L18 16 Ga 3"W Steel C Beam Detell L18 Doub a 12 Ga 3W Steel C Beam L18 and AY) 12 G8 3 teal C Beam Detall 1.18 16 Ge 3"x8" Sted C Beam flDetall LIS Double 12 Ga 3"A"SteMel C Beam LIS an AY) ding or Attached Freesterx8ng or Attached Freestanding or TABLE 2. Attadled Freestanding or Attached Freestanding or Attached Freestandng or I Unit's Structure Muftis Untts Structure Muttis n Units Structure Mullis Units Structure Muftis Units Structure Muttls an Units STLENGTH L1AX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRISU.PAC�N. MAN MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH 17 I 18' POST MM i00TER S. I 17 I 101 POST MM FOOTER 8' I 17 I iV SNOW WIDTHPOST MM j7d" 8' I 17 I 18' POST MIN FOOTER 8' I 17 ( /8' POST MM FOOTER 8' I 17 101 NED FOOTS SPACING POS SIZE CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOOTS LOAD (FT) SPACIN POS C/x 4RTRA1NFn FOOTS SPACIN POST 512E CONRTRAINFD FOOTF SPACING OS SVF CONSTRAINED FOOTS fi 'Ir "d (FT) TYPE "d 'd 'd "d (FT) TW •d 'd 'd 'Q' (PSF) (FT) "d 'd "d (FT) TWE 'd -d 'd 'd' (FT) "d "d "d "d Ifni I tin) (in) (In) I (N)' M) ___ ti h m „ h N tri to b h(in)b N n In 26 90 MPH EXPOSURE C 24'-T D 23 31 34 38 iV-11' 0 21 30 33 36 W-11" D 24 32 38 39 20 4 6-11" A 24'-11" D 24 33 38 40 20'J" C 23 31 34 38 31'x• D 28 34 37 41 LIVE 4.6 T-11" A 24.4' D 25 32 36 40 /014' D 23 31 34 38 30'1' D 27 34 37 41 9.51 5 T-1" A 23,7 0 25 32 36 38 18'1" D 24 30 34 37 2VS D 27 33 37 41 4' 6.5 01-6" A 276" D 26 32 3S 39 1T -IT O 24 30 33 37 2613" 0 28 33 37 40 9 6 5-11' A 21'-V D 28 32 35 39 Ir -V D 24 30 33 36 Z .a. D 29 33 38 40 126' 6.6 5151 A 21'1" 0 27 31 35 39 1V4' D 25 20 33 36 2014" E 29 33 36 40 6.6 7 6-1" A 2016' D 27 31 35 38 164" D 26 29 32 36 28'-1' E 30 32 36 40 17 7.5 4'4" A 20'1' D 28 31 34 38 16-1' D 25 29 32 35 26'6' E 30 32 36 39 16.6 84'6' A 1914" D 28 31 34 38 14'6' D 26 29 32 35 24'-11" E 30 32 35 39 8.5 451 A 19'6' D 20 31 34 38 14'1' D 28 28 31 35 246" E 31 32 35 30 9V-11' 3'4" A 1V4" O 29 31 34 37 13'6' D 28 28 31 34 24W E 31 32 35 39 9.5 3'4" A 16'6' E 29 30 34 37 13'-1' D 26 28 31 34 23'-T E 32 32 35 39 10 316" A 1814" E 30 30 34 37 176' D 26 28 31 34 23'4' E 32 32 35 38 11 3.51 A 1T4" E 30 30 33 37 11'-11' D 26 27 30 33 276" E 33 33 34 38 127-11' A IV-V E 31 31 33 38 11.1' D 27 27 30 33 21W E 33 33 34 38 13 74' A 16-1' E 1 31 1 31 33 1 36 1014' D 27 27 29 32 2101• E 34 34 34 38 26 4 TS A 24'-T D 23 31 34 38 iV-11' 0 21 30 33 36 W-11" D 24 32 38 39 e0 4.6 V4" A 23'-T 0 23 31 34 38 1VS D 22 29 32 36 2014" D 25 32 35 39 V 6 64" A 274' D 24 31 34 37 1951 D 22 29 32 35 28'-0' E 28 32 35 39 9.51 6.5 V-7 A 22'-1' D 24 30 33 37 1T6' D 22 29 32 35 2T-10• E 28 31 35 38 4' 8 4'4" A 21'6' 0 25 30 33 37 IV -VD D 23 28 31 35 2T1' E 27 31 34 38 9 8.6 4'6' A 20'-101 D 25 30 33 37 16'4" D 23 28 31 34 264' E 27 31 34 38 126' 7 4'-1' A 20`4" E 26 30 33 38 15'4" D 23 28 31 34 25'4' E 28 31 34 38 6.6 7.6 T-10- A 19'-11' E 28 30 33 36 14'4- D 23 27 30 33 26'-1" E 28 31 34 37 17 8 T -T A 1016" E 28 29 32 38 14'-1' D 24 27 30 33L24r 24'-T E Z8 30 34 37 16.6 8.5 A 1 V-1' E 27 29 32 36 13'-T D 24 27 30 333033 24'-1" E 31 32 35 37 0 3'-7 A 18'4" E 27 29 32 36 IVA" D 24 27 31 3330 23'-T E 31 32 33 37 8.6 3'4" A 18'6" E 27 29 32 35 176' D 24 28 2B 3230 2351 E 31 31 33 37 10 7-1V A 17'-11" E 28 28 32 36 1I1' D 24 26 20 3i30 274" E 32 32 33 36 11 I -T A 1T -1'E E 28 28 313611'-T 97 11'-T 0 26 26 20 32 27-1' E 30 SO 33 - W 25 4 TQ" A 24'4T D 24 33 38 40 Ir -11" D 22 31 34 38 301-11• D 26 34 97 11 e0 4.6 014" A 23'-T D 25 32 30 40 19`-7 0 23 31 34 38 2014" D 27 33 37 41 V 6 514' A 274' 0 25 32 35 38 1 V1' D 23 30 34 37 28'-9" E 27 33 37 41 9.51 6.5 V-7 A 27-1" D 20 32 35 39 ITS D 24 30 33 37 2T-101 E 28 33 36 40 4' 8 4'4' A 21'6' 0 28 32 35 39 164" D 24 30 33 36 2r -W E 28 33 38 40 9 6.5 46' A 201 -IV D 27 31 35 38 1514' D 24 20 32 38 2014" E 26 32 36 40 126' 7 4'-1" A 2014" E 27 31 34 38 1S4" D 25 20 32 36 26'4" E 29 32 36 39 6.6 7.6 3'-1V A IV -11' E 28 31 34 38 14'4"0 E 25 29 32 35 25'-1' E 30 32 36 39 17 631-T 1'-T A 1014" E 28 31 34 38 14'-1" D 26 28 31 35 24'-T E 30 32 35 39 16.6 8.6 3W" A 19'-1" E 28 31 34 38 13'-T D 26 28 31 34 24'-1" E 31 32 35 39 6 3'51 A 18'4' E 29 30 34 37 13'-1" D 26 28 31 34 23'-T E 31 32 35 39 9.6 014' A 18'6" E 29 30 34 37 174" D 28 28 31 34 2351 E 31 31 35 38 10 7-1V A 17'-11" E 29 30 33 37 17-7 0 26 27 30 34 274" E 32 32 35 38 11 7•T A 1T-1" E 30 30 33 97 11'-T D 26 77 30 93 27-1' E 32 32 34 38 12 74' A 1616' E So 30 33 36 19.11" D 26 27 30 33 21'6' E 33 1 33 1 34 1 38 VC"CIiALIN lmwb I IV19J rVR I"f .IMGLCJ 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2 CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT S. 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 1.9 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WDTH FROM TABLE 26 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO202 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 25 THAT HAS ADEQUATE POST SPACING. T. USE THE APPROPRIATE FOOTER SIZE SHOWN. 60 90 MPH EXPOSURE B 16'4" E 22 30 34 37 17-1V D 19 28 31 34 2T -P E 24 31 35 38 e0 4 3'4" A 184' E 20 20 32 35 17-10•D D 16 26 29 32 23'-1" E 22 30 33 37 V 4.5 ". A 1T6' E 21 29 32 35 11'-11" D 18 29 29 32 27,7' E 23 30 33 36 9.51 6 76" A 10'-0• E 21 26 31 35 11'.T D 19 29 28 31 21W E 23 20 32 36 4' 5.5 751 A 15!-1 (r E 22 25 31 34 1016" D 19 26 28 31 2014' E 24 20 32 36 9 671' v-1 V A 15.7 E 22 28 31 34 V-11• E 19 25 27 30 201-7 F 24 29 32 35 126' 0.5 1'-17 A 1P -T E 22 27 30 33 9'6" E 19 26 27 30 1P6' F 25 29 32 35 6.6 7 i'4' A 14'-1" E 23 27 30 33 9%W E 1 24 27 30 17-7 F 26 29 32 35 17 7.5 1'-T A 13'T E 23 27 30U33 34 8' -T E 20 24 25 29 IV -9r F 25 28 31 35 16.6 8 r4' A IT -r E 23 27 29 8'51 E 20 24 20 29 184' F 28 28 31 35 8.6 1'6" A 174' E 23 ?0 2BT-101 E 20 23 28 Z9 1T-11" F 28 28 31 34 9 14" A 176• E 24 28 20 T -T E 20 23 26 28 1T -T G 20 28 31 34 9.5 1'1' A 17-1• E 24 26 29 T4" I E 1 20 23 1 26 1 28 ITS G 27 28 31 34 60 90 MPH 4 EXP06URE 316" G A 16'4" E 22 30 34 37 17-1V D 19 28 31 34 2T -P E 24 31 35 38 TV 4.5 74" A 1T4' E 22 30 33 37 11'-11" D 20 27 30 33 27-7 E 24 31 34 38 V 5 76' A 1V4' E 23 30 33 38 11'-7 D 20 77 30 33 21W E 26 31 34 38 9.51 5.5 7-7 A 15-10' E 23 29 32 30 /016• D 20 20 20 32 20W E 25 31 34 37 4' 674' 8.6 A 15'51 E 23 29 32 35 91-11" E 20 26 29 32 201-7 F 28 30 34 37 9 6.6 v-1 V A 14'-T E 24 29 32 35 V -S" E 21 26 28 31 194• F 26 30 33 37 126' 7 1'4" A 14'-1' E 24 28 31 35 9'1' E 21 26 28 31 1951 F 27 30 33 37 6.6 7.6 1'-T A 13'-T E 24 28 31 34 B' -T E 21 26 28 31 194' F 27 30 33 38 17 8 1''. A 19'-2" E 26 28 31 34 8'51 E 21 25 27 30 1014' F 27 30 33 36 OVER- HANG 1 MuMs an and F ndina Structures Post Description Maximum TABLE 2.6 TRIBUTARY WIDTHS FOR SIN SPAN ATTACKED STRUCTURES PROJECTION OF SINGLE SPAN STU... POST Footing Height fFn8' 0.041"x 3'W Steel Clover d = 23" V IV 11' 17 13' 14' 16 1V 1T 18' 101 201 TV 27 01 4' 4.51 S 6.51 V 6.6 T 7.01 V 8.6 V 0.6 101 10.51 11' 1' 4.5' S 5.5 V 6.01 T 7.01 V 8.01 V 9.6 to 10.5' 11' 11.6' 7 S 6.01 V 6.51 T 7.6 B' SS 9 9.51 101 10.5 11' 11.5' 17 3' 6.51 V 8.51 T 7.01 V 8.01 V9.51 1W 10.6 11' 11.6' 17. 1251 4' V 8.6 T 7.6 8' 8.6 V 8.6. 101 10.6' 11' 11.6' 17 126 13' 5' 6.5' T 7.6 8' ILS 9 9.6 1v 10.5' 11' 11.5' 17 12.51 13' 13.3 V T 7.3 a' 8.51 V 9.6101 10.6' 11' 11.5' 17 126' 17 13.6' 14' T 7.6 8' 8.6 V 8.5 101 10.6' 11' 11.6' 17 126' IT 13.6' 14' 14.6 V 8' 6.6 V 9.5 101 10.6 11' 11.5' 17 126' 13' 13.9 14' 14.6' 16 V SsV 9.6 101 10.6' 11' 11.6' 17 126' IT 13.6' 14' 14.6' 151 16.6' 101 V 9.6 101 10.51 11' 11.6 17 125, 17 13.5 14' 14.5 16 16.6 1V 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 2.8 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB T. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.5 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. POST W MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE TABLE2.8 Post Requirements for 1 MuMs an and F ndina Structures Post Description Maximum Max POST Footing Height 0.041"x 3'W Steel Clover d = 23" 17 D 0.04114n)(W Steel Clover d = 23" 8' i- 0.188'SQW Steel Square d = 37" 0. 1 BMW 15' F 0.188'St41x4" Steel Square d = 44" 18' G 0.188x5'k5" Steel Scluparme d = 49" 18' H AmeAmax Building Products 6208 Tennyson Parkway Piano, Texas 75024 Carl Putnam, P. E. 34411vy0nk Place Lynchburg, VA 24503 (434) 3842614 CariputnaniftmicaslLnet 8004 + 0 833 718/2007 Page 6 of 9 LATInGE 3.0 POST SPACINGS u.0 x xo a0 ova Deem kLA=1 LT LIOUDIe U.U4L'TGS-xw, tlOX Cearrt U81B0 L72 UOUDle U.UJ27a"M1.b- tlox Beam Ue1M L72) 0.042"Xs"xw' Beam Detail L1 Double 0.047X39d1" Box Beam Detail L12 Double 0.03294'X8.825" Box Beam Detag L12) TABLE 3.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 3.1 Attaehed Freestanding or Attached Freestanding or Attached Freestanding or -Structure MLMspan Units Structure Mu199 an Units Sttuch9e Multispan Units Structure Mullis an Units Structure Muftis an Units Structure Multispan Units ROUND I TRIS MAX POST MAXLF(;- MAX POST LENGTH MAXLF.0- MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POSTLENOTH SNOW WIDTH POST REO'D POST MIN9 I 10 I 17 POST M 8' I 10 I 17 POST MIN FOOTER 9 I 10 I 17 SNOW WIDTH POST REO'D POST MIN 00 B' I 10 I 17 POST MIN O 8' ' 10 I 17 POST MIN o0 8' I 10 I 17 LOAD (FT) SPACING FOR SPACIN POSTNSTRAINED FOOTE SPAC POCONSTRAINED FOO SPACIN POST SIZE CONSTRAINED FOO LOAD (FT) SPACIN FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN POST SID: CONSTRAINED F SPACIN POST SIZE CONSTRAINED FOOT (PSF) ON SLAB SLAB (FT) TYPE°? •d' '4' (FT) TY'd' 'd- .4. (FT) 'TYPE '4' 'C •d' 'T (PSF) ON SLAB SLAB (F7) TYPE •d 'Cr •d 'd• (m TYPE '4-•C '4' 'd(FT) TYPE 'd' .4 'Q' 'TIn n M N h In N in b inh n h h h h h h In h 105 MPN EXPOSURE C ou crens� me r 10 1 17"4' A 171' A 21 30 31 33 19J' B 25 33 36 37 17-11' A 22 28 31 32 LIVE 4.6 15-1' A 1111' A 21 29 31 32 18'-7 B 25 33 35 38 11'-11' A 22 29 30 32 27 5 1Y -T A 104' A 22 28 30 31 1T1' 8 25 32 34 38 111-01 A 22 28 30 31 27 5.5 174• A 9-7" A 22 28 29 31 18'-2" B 28 32 34 35 10J' A 22 28 29 31 28 6 114• A 8'-111 A 22 27 29 30 15.7 B 26 31 33 35 9'.a' A '22 27 29 30 28 6.6 10.6• A 95• A 22 27 29 30 14'4• B 26 31 33 34 9'-1' A 22 27 28 30 26 7 94' A T-11' A 22 27 28 .29 13'-71 B 28 30 32 34 8'-T A 23 28 28 29 25 7.5 9'-1' A T4' A 71 28 28 29 12111' B 27 30 32 33 T-1' A 23 ?§ 2B 29 26 8 94' A T-1' A 22 26 27 29 174' B 27 30 31 33 7"4• A 23 28 27 29 71 8.5 8'-0' A INV A 22 28 27 28 11'9' 8 27 29 31 32 T-4' A 23 26 27 28 24 9 T4' A 951 A 22 25 27 28 11'J' B 27 29 31 32 T4' A 23 26 27 28 24 9.5 7".7 A 8'-1' A 22 25 28 28 10-10' B 27 29 30 32 Ow A 23 25 26 28 23 10 94' A 514V A 22 25 28 27 105' B 27 28 30 31 e'S' A 23 25 26 27 23 11 9-7 A 5-4' A 23 24 26 27 94' 8 27 28 30 31 5-11' A 23 24 28 27- 12 S4' A S4' A 23 24 25 28 94' B 28 28 29 30 5'4• A 23 24 25 20 13 61-7 A 4'-7' A 23 23 25 26 814' B 28 28 29 30 511' A 23 23 25 26 14 4'-1P A 1'41 A 23 23 24 25 T-11' B 28 28 28 28 4'-/0' 8 21 21 24 25 15 44' A 4'-1' A 23 23 24 26 r" B 28 28 ZB 29 41 B 24 24 24 25 10 4 1T41 A 171' A 22 30 32 34 19J' B 25 34 36 38 17-11• A 22 30 32 33 LIVE 4.5 ISA: A 11'-7 A 22 30 31 33 18'-7 B 28 33 35 37 11'-11' A 22 29 31 33 27 5 13W A 104' A' 22 28 31 32 17-1' B 28 33 35 37 11'-0"A A 23 29 31 32 27 5.6 174' A 9-7' A 22 29 30 32 19-7 8 27 32 34 38 1011' A 23 28 30 31 28 8 11'4' A 9-11• A 72 28 30 31 151' B 27 32 34 35 9.4• A 23 28 30 31 28 8.5 104' A 8'41 A 23 28 29 31 14'4• B 27 32 33 35 9'-1' A 23 27 29 30 26 7 94' A T-11' A 23 27 29 30 tY-T B 27 3133 34 34 8-T A 23 27 29 30 25 7.5 9-1' A TS' A 23 27 28 30 17-11' B 27 31 33 34 W.I. A 23 77 28 30 26 8 94' A T-1• A 23 28 28 29 174' B 28 30 32 34 T4' A 24 28 28 29 71 8.5 94' A 99' A 23 26 28 29 11'9' B 28 30 32 33 T4' A 24 26 28 29 24 9T4' TS A 95' A 23 20 27 29 11'3' B 28 30 31 33 r -w A 24 28 27 29 24 9.5 7".7 A 9-1' A 23 28 27 28 10'-10' 8 28 28 31 33 6'4' A 24 26 27 28 23 10 94- A 17-11)' A 23 25 27 2819.6* 10'F B 28 29 31 32 61S' A 24 25 27 28 23 11 S1' A S4' A 23 25 26 27 94' B 28 29 30 32 S'-11' A 24 26 28 27 12 5`4' A S4' A 23 24 26 77 941 B 28 28 30 31 614' A 24 24 26 27 13 S-7 A 4'-T A 23 24 25 28 94• 8 29 29 29 31 63" A 24 24 25 28 14 4'-17 A 4'41 A 23 23 25 29 T-11' B 29 29 29 30 4'-10' B 24 24 25 28 15 4'4' A 4'-1' A 2, 23 24 20 T4' B 29 28 29 30 4'-7' 8 24 24 26 28 104 4 1T4' A 1114' A 22 31 33 34 18'4' B 28 36 37 39 17.T A 23 31 33 * 34 LIVE 4.6 15-1' A 104• A 23 30 32 34 1T4' B 27 34 38 38 11-11' A 24 31 32 34 27 613'-T' T-1' A 9.0' A 23 30 32 33 19-1' 8 27 34 38 38 1114° A 24 30 32 33 27 6.6 174' A 9.7 A 23 29 31 33 16'4° B 28 33 35 37 1OJ' A 24 so 31 33 28 6 11'4• A 8'4° A 24 29 31 32 14'-V B 28 33 35 37 94' A 24 29 31 32 28 6.6 105' A 9-7' A 24 29 30 32 14'4' B 28 33 35 36 9-1' A 25 29 30 32 26 7 94- A 7"41 A 24 28 30 31 13'-T 6 29 32 34 38 8' 7' A 25 26 30 31 25 7.5 9-1' A TS• A 24 28 30 31 12111' B 29 32 34 38 811' A 25 28 30 31 26 8 94' A T-1' A 24 28 19 31 174' B 29 32 34 36 T4' A 25 28 28 31 71 95 94' A 99' A 24 27 28 30 11'4" B 20 31 - 33 35 T4' A 25 77 20 30 24 9 TS A 95' A 24 27 29 30 114' B 29 31 33 34 T4' A 25 77 28 30 ' 24 9.6 r-7 A 9-1' A 24 27 28 29 10-17' 8 30 31 32 34 6'4' A 26 27 28 28 23 10 6'41 A 5-17 A 26 25 28 29 10'F B 30 30 32 34 61S' A 25 28 26 20 23 11 91' A 64' A 26 25 77 29 94' B 30 30 32 33 5-11' A 26 26 27 29 12 6`4' A 64' A 25 25 27 28 94' B 30 30 31 32 5P4' A 28 28 27 28 13 61-7 A 1'-7' A 25 25 20 28 95' B 30 30 31 ' 326'-7 A 28 26 28 28 14 4'-17 A 4'4• A 26 26 26 27 T-11' B 30 30 30 31 4'-17 B 28 28 28 1 27 16 4'4' A 1'-1' A 26 26 26 .27 TS' B 30 30 30 31 4'-T B 28 1 28 28 27 20 4 8'-11- A 7'-G• A 20 28 30 31 17-10• B 23 32 34 36 8'-1• A 20 28 29 31 LIVE 4.6 T-11' A 614' A 20 27 28 30 1111' B 24 31 33 35 T4' A 20 27 29 30 27 5 T-1' A 8'-1' A 20 27 28 30 10-101 B 24 31 33 34 8143" A 20 27 28 30 27 5.6 6'S' A 614" A 20 28 28 29 10-1' B 24 30 32 33 6'1- A 21 26 28 29 28 8 5'-11' A 51-3' A 20 28 27 28 8'S 8 24 30 31 33 5'-0' A 21 28 27 28 28 6.5 SS' A 4'-f 0' A 20 25 27 28 8'-10` B 24 29 31 32 51-6' A 21 25 27 28 26 7 51-1' A 4'4' A 20 26 26 27 94' 8 24 29 30 32 5'-1' B 21 25 26 28 25 7.5 0'-8' A 41' A 20 24 20 27 T-10• B 25 28 30 31 4'•e' B 21 25 28 27 26 8 4'S' A {'-0' A 20 24 75 T7 TS 8 25 28 30 31 4'4- 11 21 24 ?B 27 71 8.5 4'-7 A TAA A 20 24 25 26 A-1' B 25 28 29 31 V-7 B 21 24 26 28 24 9 3'-11' A 3'-7' A 20 23 25 28 B1' B 26 27 29 30 4-1- 8 21 24 25 26 24 9.5 3'4'A 1 34' A 20 23 24 28 9d' C 26 27 29 30 TA V B 21 23 25 28 23 10 3'4' A 3'1' A 20 23 24 26 91' C 75 27 28 30 Y -S' B 21 23 24 25 23 11 3'-2' A 3'4' A 20 22 24 25 S4' C 26 28 28 29 3!' 8 21 23 24 25 20 4 8'-11' A TS' A 21 29 31 32 17-101 B 25 33 35 37 8'-1' A 21 28 28 J7 LIVE 4.5 7'-11' A 94' A 21 28 30 31 11'4• B 26 33 35 36 7`4 A 21 27 29 30 27 6 T-1' A 8'-1' A 21 28 29 31 10-17 B 25 32 34 35 6141 A 22 27 26 30 27 5.5 61S• A 514- A 21 27 29 30 19-T B 25 31 33 35 0'.7 A 22 28 28 29 28 85'-11' T4' A 6'a' A 21 27 28 30 91.6' B 28 31 33 34 5'4- A 22 28 27 28 28 6.5 5'S' A 4'-10' A. 21 28 28 29 1r.IV B 28 30 32 34 61 4• A 22 26 27 28 26 7 5'-1' A 4'4' A 21 28 27' 29 94' B 28 30 32 33 T-1' B 22 25 26 28 25 7.5 4'4' A 4-3" A 21 26 27 28 T -1P B 25 30 31 33 4'4' B 22 25 28 27 26 e 41 S' A 4'4' A 21 25 28 28 . TS 8 28 29 31J2 77 4'4' B 22 21 26 7/ 71 8.5 4'1' A 7-17 A 21 25 26 27 T-1' B 28 29 30 32 W-3 B 22 21 25 T8 24 9 T-11' A 3-7' A 21 24 25 27 9F 8 28 28 30. 31 4'-1' B 22 21 25 28 24 9.5 3'4" A 3'51A A 21 24 25 77 95' C 28 28 30 31• TAW 8 22 23 25 28 23 103'4' A T-03 A 21 24 25 26 9S C 28 28 29 31 Y4' B 72 29 24 2b 23 11, A 3'4' A 21 23 25 28 S4' C 28 27 29 30 Y -V B 72 23 24 25 110 MPH EXPOSURE C 25 4 T-7 A T-1' A 1B 27 28 29 17.6' C 22 30 32 34 T9' B 18 28 28 29 26 4.5 94' A 6'S' B 18 26 27 29 114' C 22 30 31 33 T-1' B 1B 26 27 28 30 5 S$ A 511' B 18 26 27 28 104' C 22 29 31 32 6'4• 8 18 26 27 28 4'J' 5.5 S1' A r++' S' B 18 25 26 27 99' C 22 29 30 32 e'4' B 19 25 28 27 T4' B 419' A 5'4' B 19 24 28 i7 94' C 23 20 30 31 S-7' B 18 24 28 27 6.5 4'S' A 44' B 18 24 25 28 94' C 29 28 28 31 S-7 B 1B 21 26 28 18 7 C-1' A 4'4' B 1B 23 25 26 9-0' C 23 77 29 30 4'-101 B 19 24 25 28 22 7.6 Y-10• A 411' B 19 23 24 20 T-7' C 23 27 2830 C 1 4'-7' 8 18 23 26 2B 74' 8 31•T A 3'-101 8 18 23 24 26 TT C ' 23 77 28 29 4'4' B IS 7J 71 26 22 8.6 Y4' A Y4' B 1B 22 24 26 9.10' C 22 26 28 28 4'-1' B 20 22 24 26 93-r A 3'S' B 18 22 23 26 95'C 23 28 27 29 3'-11' B 20 22 24 25 8.6 3'4' A 3'J' B 19 22 23 24 9.7 C 23 28 27 28 3'4' B 20 22 23 24 _ 10 7-10' A 3'-1' 8 19 22 23 24 5-11' C 23 26 27 28 3.4' B 20 22 23 24 30 4 941 A 91' B 17 28 27 28 10-11' C 21 29 31 33 4.5 514' A S4' B 17 25 26 28 9.11' C 21 29 30 32 6-8: A 6'-1' B 17 24 28 77 9 T C 21 28 30 31 A 4'4' 8 18 24 26 28 94' C 21 28 29 31 6 /'4' A 4'J' B18 23 25 26 T-10' C 22 77 29 30 6.5 Y4' A {'-0' B 18 23 24 25 T4' C 22 27 28 30 7 YS' A Y4' 8 18 23 24 26 941' C 22 20 28 29 7.6 -7 3' A 34• B 18 22 29 26 94' C 22 28 27 n 6 Y4' A 3ti 7 B 18 22 23 24 91' C 22 20 27 28 &6 7-10"A T-1' B 18 22 23 24 $.17 C 22 25 27 20 924r A I 7-11' B 18 1 21 1 23 24 5-T C 1 22 26 28 28 1 8.8 74' A 74' B 11 22 23 64' C 22 26 28 27 10 751 A 7.8' B 18 21 22 23 9-1• C 22 24 28 27 U FF3 81 4 28n7 7/6/2007 Page 8 of 9 LATTICE 3.0 POST SPACINGS FOR LA or or or (ROUND TRIG MAX POST MAX MAX POST LENGTH MAX POST LENql.�- MAX MAX POST LENGTH SNOW WIDTH POST REO'D POST MM FOOTErt 8' I 1C ' 17 POST MIN I.TERIC71 1CI OBT MIN FOOTER 6I 1LOAD (FT) 6PACflHO FOR SPACING POST SRM CONSTRAINED FOOTE 6PACIN POST 612E ONSTRAINED FJ.P PACIN POSTJ SIZE CONSTRAINED FOOT (PSF) ON SLAB SLAB (FT) TYPE "d •d ' 'd ' 'd (FT) TYPE 'd 'd I 'd I (FT) TYPE 'd 'd I 'd I 'd 10 4 17-0' A 10'-1' A 23 3133 28 35 16-T A 27 38 38 39 11'-T A 24 32 34 S5 LIVE 4.6 15-1' A 94' A 29 31 33 34 15-T B 27 35 37 39 10'-11' A 24 31 33 35 6 5 13'-r A 814' A 23 30 32 34 14'4' B 2B 35 97 38 ICJ' A 25 31 33 34 9.6 6.6 17.4' A 8'-2' A 24 30 32 33 14'-1' B 28 34 36 38 74' A 25 30 32 33 4• 8 11 4' A r4" A 24 29 31 32 134' B 29 34 36 37 8'-11' A 25 30 31 33 9' e6 105' A rJ' A 24 20 31 32 17-11' B 29 33 35 37 84' A 25 29 3132 26 125 7 9'4' A 6-101 A 24 20 30 32 174' B 30 33 35 37 71-11' A 26 29 31 32 e.661 7.6 B'-1- A 64' A 24 28 30 31 17-1' B 30 33 35 30 T4• A 25 28 30 31 12' 88'4' T4' A 61J" A 25 28 29 31 1114' B 30 33 34 90 7'-1" A 29 28 30 31 16.5 AS 6-0' A 6-11' A 26 28 29 30 114' B 31 32 34 30 8'4• A 26 28 29 31 9 T4' A F.S. A 25 27 28 30 1C-11" B 31 32 34 35 8'4' A 28 27 28 30 8.6 T-7 A 65" A 25 27 29 30 1C4' B 31 32 34 35 6-T A 26 27 29 30 10 64'A A 611. A 25 27 28 30 10'-1' B 31 31 33 35 5'-19' A 26 27 28 30 11 6•T A 4'-10" A 25 25 28 29 9'4" B 31 31 33 34 5V A 28 26 28 29 12 S4' A 1'4" A 25 26 27 28 64" B 31 31 32 34 6-0' A 26 20 27 29 13 6-T A 4'-T A 26 25 27 28 e'-2' B 92 32 32 33 4'4' A 26 26 27 28 20 4 8'-11' A r4" A 18 26 28 29 17-1 C B 21 30 32 33 8'-1' A 18 28 28 29 LIVE 4.6 T-11' A 64" A 18 26 27 28 11'4' B 22 20 31 32 TA" A 19 25 27 28 6 5 r-1' A 8'-1" A 19 25 28 28 1C-17 B 22 28 30 32 8'4' A 19 26 28 28 9.6 S.6 65- A 54" A 18 24 28 27 1C-1' B 22 28 30 31 6J- A 19 24 28 27 4• 66'-11' 3'-0' A 6'J" A 19 24 25 27 C-6• B 22 28 29 31 514' A 18 24 25 21 9' a6 65- A 4'-10'A A 18' 24 25 26 6-10' B 22 27 29 30 6'4' A 19 24 25 26 125 7 6-1' A 4'4" A 19 23 25 26 64' 9 22 27 28 30 6'-1' B 19 23 25 28 e.661 7.5 P4- A 4'J• A 18 23 24 25 r-10, B 22 27 28 29 4'-0• B 19 23 24 26 12' 8 T4' A 4'4" A 18 23 24 25 TS' B 23 26 28 29 4'4' B 19 23 24 2S 16.5 a5 4'-T A 3-10' A 18 22 23 25 T-1" B 23 28 27 29 4'J- 8 18 22 24 26 8 Y.11- A 3'-T A 18 22 23 24 64' B 23 26 27 28 4-1' B 19 22 23 21 a5 3'4'A A 3'S" A 18 22 2324 24 65" C 23 25 27 28 3'-10' B 18 22 23 24 10 3'4' A 3'J" A 18 21 23 24 6-7' C 23 25 28 28 3'4' B 18 22 23 24 11 31-T A 3:-0" A 19 21 22 23 S4" C 23 24 26 27 S 3'' B 19 21 22 29 20 4 8'-11° A T4" A 18 27 28 30 12'-1C B 22 31 32 34 6-11 A 19 27 28 90 LIVE 4.6 T-11' A 64" A 18 78 78 28 11'4' 8 22 30 32 33 TSP A 1B 26 2B 20 6 6 r-1' A 6-1" A 19 28 27 28 1C-10' a 23 28 31 33 54' A Is 26 27 28 9.6 as 65' A S4" A 18 25 26 28 1C-1' B 23 29 31 32 6J' A 19 25 28 28 4• 661-11, 3'-0' A 6J' A 19 25 26 27 55' 8 23 28 30 31 64' A 18 25 26 27 9' 0.6 65" A 4'-10" A 18 24 26 77 6-10" B 23 28 3031 28 6'-6' A 20 24 26 27 125 7 6-1' A 4'S" A 19 24 25 26 6.4' B 23 28 29 30 6'-1' B 20 24 25 26 e.661 7.6 4'-0' A 4'J' A 10 23 25 28 r-10" B 23 27 20 30 4'4' 8 20 23 25 26 12' e IV -S" A 4'-0" A 10 23 24 25 r4" B 23 27 28 30 4'4• B 20 23 24 28 16.5 a6 4'-2" A 3'-10"A B 18 23 24 25 T-1" B 23 28 28 29 4'1" B 20 23 24 25 9 3'41' A T-7" A 18 22 24 25 64"8 C 23 28 28 29 4'-1' B 20 23 24 25 9.6 3.4" A 3'S' A 10 22 23 24 65" C 23 28 27 29 T-10" B 20 22 24 26 10 T4" A 3V' A 19 22 23 24 6-2' C 24 28 27 28 T4' B 20 22 23 24 11 3'-7' A 3'-0" A 10 21 23 21 54' C 24 26 28 28 3'S • B 20 22 23 24 12 7-11"A 74" A 10 21 22 23 5'J' C 24 25 26 27 T-1' B 20 21 22 23 V CMCRAL 1nA 1 nuM 11una run in = IMOLCJ 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 20 PSF MIN) 4. CHOOSE A RAFTER FROM TABLES 1.1 TO 1.9 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 6. 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. 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 9. FIND THE OIC SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.1 SLAB S. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 6 AND 10 FROM ABOVE 0.042"13*W Box Beam (DetailL7 Double 0.042"x3941" Box Beam Detai L72 Double 0.032WW.626" Box Beam (Data] L72) TABLE 3.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Muffispan Units Structure Multia en Units Structure Mullis an Unita GROUND I TRIG I MAX POST MAX MAX POST LENGTH MAX MAA POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REO'D POST MIN O e• ' 10' 1 17 POST MIN 00 e' 1 1C I 17 POST MIN 00 6 ' 1C I 17 LOAD (FT) BPACIN FOR 6PACIN POST SIZE CONSTRAINED FOOTER 6PACIN POST e� CONSTRAINED F SPACINGPOST 612E CONSTRAINED FOOTER (PSF) OISLAS SLAB (Fr) TYPE 'd 'd 'd 'd (FT) TYPE 'd 'd "d "d (FT) TYPE 'd 'd 'd 'd h h M n M In h h h b H ti MPM EXPOSUREC 40 110 1 1'4' A 4'-10' B 18 24 25 27 8'�" C 18 28 90 31 6'�' B 17 21 23 27 21' 4.6 4'-0' A 4'-4-B B 18 23 25 26 T-11' C 20 27 20 30 4'-10' B 17 24 25 28 6 6 Y -T A T-11• B 18 23 24 25 TJ" C 20 27 28 29 4'S' B 17 23 24 25 9.6 6.6 TJ" A 3-7' B 18 22 24 26 64'C C 20 25 28 20 4'-1' B 17 23 24 25 4• 8 3'-0' A 34' B 18 22 23 24 6J' C 20 26 27 28 34' B 17 22 23 24 9' e.6 Y4" A T-1' B 18 22 23 24 6-1C C 20 25 27 28 3'4' B 17 22 23 24 125 7 Y -T A 7-1C B 16 21 22 23 64• C 20 25 26 27 3'J' B 17 21 23 24 e.661 7.6 75" A 74" B 18 21 22 23 6-1' C 20 24 26 27 3'-1' B 17 21 22 23 12' 6 7J" A 7-0" B 16 21 22 23 I' -1C C 20 24 26 27 7-10" B 17 21 22 23 16.5 8.6 7-1' A Y4" B 16 20 21 22 4'•T C 20 24 26 25 2'4' B 17 ZO 22 23 7J" B 18 20 21 22 14• C 20 23 26 28 2'.7' 6 17 20 21 22 8.6 1'-11' A Y-1' B 18 20 21 22 4'-1 C 20 23 24 28 2'S' B 17 20 21 22 80 ' 1 4 rn 3-0" V^` A 34' B 14 22 23 24 6J' C 17 26 27 28 3'4" B 15 22 23 26 21' 4.5 74' A 3'-0' B 14 21 23 24 64' C 18 25 27 28 T-6. B 15 22 23 24 6 6 75' A 74' B 14 21 22 23 S -T C 18 26 28 27 3'-1' B i6 21 22 23 9.6 6.5 7-7 A 74' B 14 20 22 23 4'-0' C 18 24 25 27 7-1C B 15 21 22 23 4• 87-0" 0.6 A YJ' B 14 20 21 22 4'S' C i6 24 25 26 7-T B 15 20 21 22 9' 6.5 1'-1C A Y-1' B 14 20 21 22 1'-1' C 15 T3 24 % 74' B 15 20 21 22 125 7 1'4" A 1'-11' B 14 16 20 21 3'-1C C 16 23 24 25 2-3 B 16 18 21 22 e.661 7.5 1'-7" A 1'-10, B 14 1B 20 21 T -T C 18 22 24 25 7-1' B 16 19 20 21 12' B I 1'$I A 1 1'4" 1 B 1 14 1 19 20 21 fl 3'4' C 1 18 1 22 23 1 24 7-0" I B 16 1 19 1 20 1 21 OVER- HANG Murds an and F nding Structures Post Deso "on Maximum TABLE 32 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SO4GLE SPAN =PAN POST Footinq Height 6 6 /C 11' 17 13 14' 1S 16 17 IV 19' 2C 21' 27 C 4' 4.6' 6 6.S 6 8.6' T 7.S 8' 6.51 6 9.51C 10.6 11' 1' 4.6 5 5.6 6 S.S r 7.S e' a6 6 8.6 fC 10.5 11' 11.6 7 S 6.S 6 6.5' r Z6 6 41.5'9' 9.6 1C1 11' 11.6 17 3' 5.6 6 e.6' r 7.6 8' 8.6 8' as' 1C 10.5 11' 11.5 17 12.3 4• 6 0.6 T 7.5' e' 8.6 C 9,S1C 10.6' 11' 11.5 17 12.6 13• 5' 8.5 r 7.5 6 8.5 9' 8.5 1C 10.5' 11' 11.5 17 126 13' 13.3 6 T 7.5 6 8.5 6 9.5 1C 10.5 11' 11.3 17 125 13• 13.6' 14' T 7.6 V 116' 6 as10, 10.5' 111 11.5 17 125 13' 13.5 14' 14.5 8' S. e.661 B.5 1C 10.5' 11' 11.5 17 12.6 13' 13.5 14' 14.5 16 6 a6 P 9.5 1C 10.5 11' 11.5 12' 12.5 1T 13.5 14' 14.5 16 16.5 1C C 0.5 10, 10.6 11' 11.5 17 125' 13, 13.6 14' 14.5 Is, 16.5 16 TABLE 3A Post Requirements for Murds an and F nding Structures Post Deso "on Maximum Max POST Footinq Height 0.043"x3'W Steel Clover d = 23" 12' D 0.043"x3"1A" Steel Clover d = 23" 8' E 0.1869C39A" Steel Square d = 37" 16 F 0.188'x4904" SleetSquare d = 44" 18' G 0.18814"W Steel Square d=49" 18' H Amertm ax Building Products 6208 Tennyson Parkway Plano, Texas 76024 Carl Putnam, P. E. 3441 "nk Place Lynchburg, VA 24603 (434) 3842614 carlautnamocomcast.net FES a 4 2U0.9 7/6/2007 Page 7 of 9 ' . LATTICE 3.0 POST SPACINGS HOUND TRIS MAX POST MAX I C 29 SNOW WIDTH POST REOD POST MW FOOTE LOAD (FT) I SPACING FOR SPACIN POST SOE (PSF) LIVE ON SLAB SLAB (Fr) TYPE 'd 30 nc uou (FT)H esonm ioe e 24'-7• B 28 eesa minNFI Aa8Cn9a Freesmoing Or Anacnea Freastanalnlg or TABLE 3.6 AttSCllaa Freestanding Or Attached Freestanding or Attached Freestanding Or As an UStruchue Multis an Units Structure Mullis an Units Stttrchae Multl an Units Strucllae Multis an Units Stnuture Multis an Units- WAX nits WV(POST MAX MAX POST LENQIH MAX MAX POST LENGTH GROUND TRIG MAX POST MAX POST LENGTH MAX MAIC POST LENGTH MAX MAX POST LENGTH I I 17POST MM FOOTER 9 I 17 I 19 POST MM FOOTER S I 1Y I 19 SNOW WIDTH POST RECD NIN O 8' 17 ' td POSr MW DOTE I I /7 119 POST MIN o0 9 I 17 I 19 MSTRAINEBPACUI POST SIZE CON6TRAINED FOO SPACM POST SIZE CONSTRAINED FOO LOAD (FT) SPAGN FOR I.FN POST 60E CONSTRAINED FOOTER SPACM POST SaE CONSTRAIN FOO SPAGO4 POST &ZE CONSTRAINED FOOT! '4' I 'd' (FT) TYPE 'a' 'B I •B I •C (FT) TYPE •d' 'd' I 'a' I •4' (PSF) ON SLAG SLAB (FTI TYPE 'd 'Q' I •d I -•4' (FT) TYPE v 'Q' I •4' I •S (FT) TYPE '4" •C I •T I 'd' 10 4 1T8 A 31'4- I C 29 37 41 40 25'6' 8 27 36 39 44 39'-7' C 31 39 47 47 LIVE 4.5 161-1' A 30'3' C 30 37 41 45 24'-7• B 28 35 39 43 38'-1• D 32 38 42 47 5 1T-7' A 29'-Y C 30 37 41 45 23'6' C 28 35 39 19 38'6' D 33 38 42 47 S.5 126' A 28'3• C 31 36 40 45 22'-11' C 29 36 38 42 3516• 0 34 38 42 46 8 1T-0' A 2T8 D 32 30 40 44 27.4' C 30 34 38 42 3f -T 0 34 77 41 46 6.5 116' A 28'6` D 32 36 40 44 21'6• C 30 34 38 42 33'6' D 35 97 41 48 7 98 A 28'-1• 0 33 38 40 44 21',2' C 31 34 38 42 77-10' D 35 37 41 . 45 7.5 9-1' A 26'6' D 33 36 39 44 296• C 3 1 37 4 3 41 37.7 D 30 37 41 46 8 98 A 24411' 0 34 35 39 43 293• D 31 34 37 4131'6- 394' D 36 37 40 45 8.5 8'8 A 244• O 34 35 38 43 194`0 D 32 33 37 41 79-10' D 37 37 40 45 9 T8 A 244' D 35 36 39 43 19-7 D 32 33 37 41 3I3• D 37 37 40 44 9.5 T -T A 23'-T D 36 35 39 43 18'6' 0 32 33 36 40 296• D 38 38 40 44 10 68 A 27.7 D 35 35 38 43 181-7 D 33 33 38 40 296'0 D 38 38 40 44 11 6.7 A 274'D D 38 36 38 42 1 T-4' D 33 33 36 40 28'3• D 39 39 . 39 44 12 5`4' A 21'6' 0 37 37 38 42 19-7• 0 34 34 35 39 2i8 E 40 40 40 43 136-7 6-7 A 21'3' D 38 38 38 42 16'-11' D 34 34 35 39 28'4' E 41 41 41 43 14 4'-10" A 296• D 38 38 38 41 16'3• D 34 34 35 98 2B'-1' E 41 41 41 IJ 15 1'8 A 293 0 39 38 39 41 14'-T O 35 36 35 38 25`4' E 42 42 42 43 10 4 1T4' A 396' C s0 38 42 47 244' B 28 38 40 44 364'C C 32 39 44 48 LIVE 4.6 16•-1' A 294• C 30 38 42 48 23'-17 B 28 38 40 44 39-11' D 33 39 43 48 513'-7• 13'-T A 29.4' C 31 37 41 46 23'4' B 28 35 39 43 35`4• D 34 38 43 47 5.5 174' A 2T4' C 32 37 41 45 273• C 30 35 39 43 3 r -T D 34 38 42 47 6 11'4' A 294' C 32 37 41 45 21'4' C 30 35 39 43 37-7"D D 35 38 42 47 65 194' A 25`-11' D 33 37 40 45 21'-1' C 31 35 38 42 W -Ir D 38 38 42 46 7 I6• A 26-0' 0 3338 37 40 44 20`4• C 31 34 38 42 31'-11' D 30 38 42 46 7.6 I-1• A 244' D 34 36 40 44 29-1• C 32 34 3B 42 31'-2' D 37 37 41 46 8 8 8' A 24'-T 0 34 30 40 44 1I4• C 32 34 38 42 394' D 37 37 41 46 96 814, A 239' D 35 36 40 44 197' D 33 34 38 42 29-11' D 38 38 41 45 9 T8 A 27-W 0 35 30 39 44 18'-11• 0 33 34 37 41 29'14' 0 38 38 41 45 9.5 7'Z' A 27-10'0 D 38 36 38 43 19-T D 33 34 37 41 28'-10' D 39 39 41 45 10 68A A 229' D 38 35 39 43 19.7 D 34 34 37 41 29-4' D 39 39 40 45 11 9.7 A 21'4' D 37 37 39 43 1T-0' D 34 34 37 40 2T6' 0 40 40 40 44 12 68 A 21'-7 0 38 ' 38 38 43 16-T D 35 36 36 40 294' D 41 41 41 44 13 6-7 A 2I-7' D 38 38 38 42 15'-11' D 35 35 36 40 26-11• E 41 41 41 44 14 4419' A 29-Y D 39 39 39 42 163' D 36 36 38 39 26'-4• E 12 12 42 43 16 4'8 A 19-T 0 40 40 40 42 14'-7' D 38 38 30 J9 24'9' E IJ 43 13 43 10 4 iT8 A 28'9' 831 29 39 17 48 'I4'-0• B 29 37 41 48 393' C 33 41 46 60 LIVE 4.6 16-1' A 2T4• C 32 39 43 48 276' B 29 37 41 45 34'-10• C 34 40 44 49 6 13'-T A 28'4' C 32 38 43 47 21'4' B 30 37 40 45 333' D 35 40 44 49 6.8 17-4' A 25'-1Y C 33 38 42 47 21'4' B 31 38 40 44 37-7' D 38 39 44 48 8 1114' A 26'-T C 34 38 42 48 2I$ C 31 36 40 44 31'4' D 3a 39 43 48 OLS 196' A 244' C 34 38 42 46 19-17 C 32 38 40 44 39-10• 0 37 39 43 48 7 98 A 23'-17 D 35 37 41 40 196' C 32 s0 39 43 39-1• D 38 39 43 47 7.5 9-1' A 23'4' 0 35 37 41 46 19-11• C 31 35 s9 43 2W6• 0 s6 38 43 47 88'$ A 27-10' D 38 37 41 45 18'4' C 33 35 39 43 298 D 39 39 42 47 8.5 8.8 A 27.4' 0 3a 37 41 45 19.7 C 34 35 39 43 28'-T 0 39 39 42 47 9 T8 A 21'-11' D 37 37 41 45 1T-10• C 34 35 38 43 2T8 D 40 40 42 46 9.6 T-7 A 21'-T D 37 31 40 45 tT8 D 36 36 38 42 2T-7 0 40 40 42 46 10 68 A 21'-2' 0 $8 38 40 44 1T8 D 35 35 38 42 298 D 41 41 42 48 11 I.7 A 2018 D se 38 40 44 19-7 D 36 38 38 42 26-10' D 41 41 41 48 12 68 A NMI" D 39 " 40 H 168 D 3836 " 41 26'-7 D 42 42 42 46 19 6-7A III D 10 40 40 43 14410" D 38 36 37 41 24'8 11 u 43 43 45 14 /'-10" A 19'-11' 0 41 41 41 43 14'3' 0 1 37 37 37 40 2T IV E 44 1 44 44 45 15 4'8 A 198 D 41 41 41 43 13'8 D 37 37 37 40 234" E 44 44 44 44 20 4 8'-11' A 24'-11' D 29 38 42 18 20'-3• C 27 36 40 44 31'6• D 32 39 43 48 LIVE 4.5 7'-11' A 24'6' D 30 37 41 48 IW -Cr D 26 38 3B 44 373' 0 32 38 43 47 5 T-1• A 23-7 D 31 37 41 45 18'6' D 29 35 38 43 29'-2'•0 D 33 38 42 47 6.5 SSA A 274• D 31 37 41 45 1T-10' D 29 35 38 43 28'3' D 34 38 42 47 6 5'-11' A 21'6• D 32 37 40 46 1T4' D 30 34 38 42 2T6• D 35 38 42 46 6.5 65` A 21'3' D 33 36 40 44 16'6' D 30 34 38 42 294' E 35 38 42 48 7 5-11 A 296' D 33 36 40 44 1549' D 30 34 37 41 29-1' E 36 37 41 46 7.5 4'$ A 293• D 34 36 40 44 161-1' D 31 33 37 41 25`41• E 36 37 41 45 8 A 194` D 34 38 39 44 14'6' D 31 33 37 40L24'41' 24'-11• E 37 31 41 45 &6 4'-7' A 196• D 35 s8 39 43 14'6• D 31 33 36 40 24'5` E 37 37 d1 45 9 T-11' A 19-0' D 36 3b 38 43 13'4' D 31 32 38 40 244" E 38 38 40 46 9.5 T$ A 18'4• E 35 35 39 43 13'-1' O 31 32 38 39 E 38 38 J40 45 10 3'8 A 194• E 38 38 39 43 174' 0 32 32 35 39 2T.7 E 39 39 41 44 11 3,2" A iTB E 36 38 38 42 11'-11' D 32 32 35 39 275` E 40 40 12 44 20 4 I-11• A 24'-11' D 31 35 38 42 203• C 2B 33 36 40 Jt'6• D 37 38 43 48 WE 4.5 T-11' A 244' D 32 34 38 42 196' D 30 33 J8 40 39J• D 34 39 43 47 5 T-1' A 23'-2'0 32 34 38 42 196' D 30 3236 39 28'-7 D 35 38 42 47 5.5 94• A 275`0 33 34 37 41 1T-10` 0 31 32 35 38 29J' D 36 38 42 47 8 6'-11' A 21'? 0 34 34 37 41 1T4' D 31 32 35 39 2T4' D 36 38 42 48 6.5 Sb' A 21'3' 0 34 34 37 41 1941 0 32 32 35 38 294' E 37 38 42 46 7 S-1' A 296' D 35 35 37 40 1514' D 32 32 34 38 29-1' E 38 38 4'4' 7.5 48 A 293' D 35 35 36 40 15`-1' D 32 32 34 37 25`4' E 38 38 41 45 8 A 194` D 38 36 38J3: 14'4' 0 32 32 33 37 24'-11• E 38 39 {7 45 &6 4'-7' A 195` 0 36 36 36 14'4• 0 33 33 J3 37 24'5` E 38 39 d1 45 9 T-11' A 194' D 37 37 37 13'-8' D 33 33 33 36 244" E 40 40 40 46 9.5 T$ A 194' E 37 37 37 13'-1'0 333333 3823'-7'E 40 404045 10 3'8 A 1844' E s8 as 38 174' D JJ J3 33 36 2T.7 E 41 41 41 44 11 3,2" A 1T6' E >8 98 JB 11'-11' D 34 34 94 35 275` E 42 42 12 41 11u mrn enrvaune e: 25 4 T-7 A 24'-T D 27 s6 40 44 18'-11• 0 28 34 38 42 39-11' D 30 37 41 46 4.5 64• A 23'-T D 28 38 40 44 19. 9` T D 29 34 38 42 29'- D 30 37 41 45 5 68 A 274'0 29 36 38 43 1T3' D 27 34 37 41 299'E 31 37 41 45 5.5 5`8A 2Y-1' 0 29 35 39 43 1T4'0 27 33 37 41 2T-10• E 32 39 40 44 04%r A 21'4• D 30 35 39 43 194' D 28 33 s8 40 2T4' E 32 36 40 44 0.6 4'4' A 29-10' 0 31 35 38 42 194' D 28 32 36 40 W-4* E 33 30 40 44 7 4'-1' A 29-• E 31 34 38 42 16-' 0 28 32 35 39 264' E 34 38 39 44 7.6 3'-10• A 19-11' E 32 34 38 42 11'4' 0 28 32 35 39 26-1• E 34 35 39 43 8 3'8 A 198 E 32 34 38 42 14'-1' 0 29 31 35 38 21'-7' E 35 35 39 43 8.5 74, A 19-1' E 32 34 37 41 13'-7' D 29 31 34 38 24'-1' E 35 35 38 9 3'-2' A 19'4• E 33 34 37 41 13'-1' O 28 31 34 38 23'-T E 38 30 39 8.6 T8 A tI4' E 33 34 37 41 179' D 29 31 34 37 23'-T E 36 38 10 Y-10' A 1T-11' E 34 34 37 41 17-T D 30 30 34 37 274` E 36 30 38 2 110 MPH EXPOSURE C 30 4 98 A 27-1' 0 27 30 39 43 18'8 D 25 34 37 41- 4.6 64' A 22.7 D 29 s5 39 43 1T8 D 20 33 37 41 5 4410' A 21'8 0 28 35 39 43 15`8 D 25 33 30 40 ,. 5.5 4'-4'. A 298 D 29 35 38 42 16-11• 0 26 32 s0 40 04'-0* A 2I.2' E 28 34 s8 42 /6-1" D 27 32 35 39 - a6 318 A 198 E 30 34 s8 42 14'6' O 27 32 35 38 111 7 J'S A 19.7 E 30 8 34 38 42 13' D 27 31 35 38 7.5 T-7 A 198 E 31 34 37 41 13'.7 D 28 31 34 38 ( ' 8 T8 A 194• E 31 31 ' 37 41 178 0 28 31 34 37 4 8.6 2410 A 17'-1a' E 32 33 37 41 17-7 D 28 30 34 37 w 9 76' A 1T -P E 32 33 37 40 It'8 0 28 30 33 37 8.6 76• A 16-10' E 32 33 30 40 114' D 28 30 33 38 10 76' I A I 196` E 33 33 38 40 11'8 D 29 30 33 30 O �Q' '. ALIF 716=07 Page 8 of 9 FED S 4 2008 I ' LATf ICt 3.0 POST SPACINGS ROUND I TRIS I MAX I POST I MAX i SNOW WIDTH POST RECD POST MIN FOOTE LOAD (FT) SPACING FOR 6PAG POST SIZE (PSF) ON SLAB SLAB (FT) I TYPE •d tan uou cnonauoc �_ (Detail L18 16 Ga 370" Steel C Beam (Detall L1 B Double 12 Ga 31509" Steel C Beam 1-78 and AY) 12 Ga 3"x8" S C Beam Detai L18 16 Ga 3"W' Steel C Beam DetaN L18 Do a 12 Ga 31K8" tee C cam L18 and AY) Vestanding or Attached r-- ng or Attached roe ng or TABLE 3 6 Attached Freestanding or Attadled Freestanding or Attached Freestanding or uffispan Units Strucbxe Muftis art units Sfrudure Muttlapan Units Structure Multi an Units Stnlchre MullisUnits Structure Multisoan Units MAX POST LENGTH MAX MAX PDST I.ENOTN MAX MAXPOSTLENGTH GROUND TRIS MAX POST MAX fC-.TZD LENGTH MAX MAXPOSTLENGTH MAX MAX POST LENGTH 8' I 17 I IF POST MIN FOOTER a' ' 17 I 1V POST MIN FOOTER 9' I 17 I ta' SNOW WIDTH POST RE" POST MIN I 1POSTMW 00 6 I 17 ' 18' POST MIN o0 V I 17 I IV )NSTRAINED F BPAC POST SIZE CONSTRAINED FOO SPAC POST SIZE CONSTRAINED FOO LOAD (FT) SPACI FOR SPAC POST FOOTER 6PAG POST SIZE CONSTRAINED FOO SPACINPOST SIZE ONSTRAMED FOCTEF(FT) TYPE "T 'd' •Q' "Ir (FT) TYPE 'T •d- .4. -d- (PSF) ON SW SLAB (Fr) TYPE •C' -0- (FT) TYPE •C '0- •C •C (FT) TYPE •C -TIn h h h h M M in in in h In h h N h h in 10 4 1T4' A 2TJ` B 32 35 39 43 27-Y B 30 31 37 I1 3P4 C 3, 37 4/ 4fi LIVE 4.5 16'-1' A MI. C 33 35 39 43 21'4' B 30 33 37 41 33'-1' C 35 Sa 40 44 6 6 13'-7" A 264" C 33 35 38 43 20'-7" 8 31 33 37 40 31'-11• C 38 38 40 44 9.6 6.6 174' A 244 C 34 34 38 42 19-11- B 32 33 38 40 SV -11' D 37 37 39 44 4' 6 11'-4' A 23'-10' C 35 35 38 42 19'-4• B 32 33 Be 40 30-0` 0 38 38 99 43 V 8.5 105' A 23-7 C 35 35 38 42 18'-10" C 33 33 30 40 2V4` D 38 38 39 43 12.6 7 V4 A 275' C 38 30 37 41 184' C 34 34 3a 39 2r4 D 39 99 39 43 8.6 7.6 11-1' A 27-1• D 37 97 97 41 1T-11' C 34 34 96 39 2T-17 D 39 39 39 43 17 a a'4 A 21'5' D 37 37 37 41 1T-7' C 36 85 35 39 2Td' D 40 40 40 42 16.6 8.6. 8.4 A 21'-3" 0 38 38 38 41 1T4 C 35 35 35 39 2Q4- D 41 41 41 42 LL7J` 9T4 3'-11' A 2V-10" D 38 3a 38 41 1C4' C 35 35 35 98 2r4r D 41 41 41 42 0.6 TS A 20.5• D 39 39 39 40 18'-1• C 38 98 36 38 2F -r O 42 42 42 42 10 64 A 20'-1" 0 39 39 39 40 15'4 C 38 38 36 38 2644 D 42 42 42 42 11 V -r A 1V4 D 40 40 40 40 14'-11' D 38 36 30 37 2f4 D 43 43 43 43 12 64" A 18'-11' D 11 41 41 11 14'J' D 37 37 97 37 29'-10' D 14 44 44 11 13 6.2' A 18.5• D 41 11 41 11 13'4• D 37 S7 97 37 2T,2• D 45 45 45 45 20 4 6-1/" A 24'-11- D 27 35 38 43 2V5' C 25 34 17 41 31'5' D 29 37 40 46 LIVE 4.6 T-11' A 24'-0' D 27 36 39 43 1V4• D 28 33 J7 41 JOJ• D 90 36 40 44 6 6 T-11 A 28.7 D 28 35 38 43 18'4- D 28 33 30 40 2V -1D D 30 36 40 W 9.6 5.6 FS' A 275' D 29 34 38 42 1T-10' D 27 33 36 40 28'4'D D 31 30 39 44 4' 66-11• 6-11• A 21'4' D 29 34 3a 42 1T4• D 27 32 38 39 2T$ D 32 35 39 43 V e.6 614 A 21'-T D 30 34 38 42 1V4' D 27 32 35 39 2B4" E 32 35 39 43 12.6 7 6'-1- A 20'4' D 30 34 37 41 164" D 28 32 35 38 2T-1' E 33 35 39 43 8.6 7.5 4'4' A 20'J' D 31 34 37 41 16'-1' D 28 31 35 3a 26'4' E 33 35 38 43 17 a 4'S A 1V4- 0 31 33 37 41 14'4 D 28 31 s4 30 21'-11' E J4 JS 39 42 16.6 8.5 4'-7 A 1 V4 D 32 33 37 41 14'4 D 26 31 34 37 24'5- E 34 34 38 42 LL7J` 9 3'-11' A IV -W D 32 33 37 40 134' D 28 30 34 37 244` E 35 36 38 42 9.6 3'4 A 18.4' E 32 33 36 40 13'-1' D 28 30 33 1 37 23'-7' E 35 35 1 38 42 10 V4" A 184` E 33 33 30 40 174' 0 29 30 33 37 23'-7 E 35 36 38 42 11 3'-7 A 17'4 E 33 33 36 40 11'-11• D 29 20 39 30 275' E 38 38 37 41 20 4 8-11` A 24'-11' D 28 30 40 44 2nJ` C 28 34 38 42 3r5` D 30 37 41 40 LIVE 4.6 T-11• A 244` O 28 38 40 44 1VE D 26 34 38 42 30J` D 31 37 41 45 6 5 T-11 A 23-7 D 29 35 39 44 18'4` D 27 34 97 41 2V-7 D 31 37 41 45 9.6 0.6 VS- A 275- D 30 35 39 43 17'-10'0 D 27 33 S7 41 2V r D 32 36 40 46 4' a 6-11• A 21'4` D 30 35 39 43 1T4` D 28 33 38 40 2T4 D 33 36 40 44 V 6.6 614 A 21'J- D 3135 33 38 43 1V-4" D 28 33 36 40 28'4` E 99 36 40 44 12.6 7 6-1` A 2V-6` D 31 35 38 42 164` D 2D 32 36 40 2C-1" E 34 38 40 44 8.6 7.5 4'4- A 2V-3" D 32 34 38 42 16-1" D 29 32 35 39 26.4` E 34 36 39 44 17 a 1'S" A 10'4` D 32 34 38 42 14'4 D 20 32 35 39 24'-11` E 35 36 39 43 16.6 S6 4'-2- A 1V5' D 33 34 38 42 11'4" D 20 31 35 3a 21'4 E 35 35 39 43 LL7J` 0 3'-11 • A 1 V4 O 53 34 37 41 I'4 D 29 31 34 33 244` E 36 38 39 43 0.6 9'4• A IV -S` E 33 34 37 4113'-1• V4 D 30 31 34 33 23'-T E 39 36 39 19 10 T -W A 184" E 34 34 37 41 174" D 30 31 34 37 23'-7 E 37 37 38 42 11 3'-7 A 1T$ E 34 S437 41 11'-11" D 30 30 33 37 774 E 37 37 38 42 12 7-11• A 16.4" E 35 35 36 40 11'.T D 31 31 33 30 21'4` E 38 38 38 1 42 VCNCRA IN* IRV4. II4JI90 ruN IN== IAHLCJ 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 2OPSF MIN) 4. CHOOSE A RAFTER FROM TABLES 1.1 TO 1.9 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 6. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.6 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO202 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 3.6 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 40 4 1'4 A 21'-0' D ZO 9b 98 12 1a'S' D 24 33 96 40 265" E 28 96 10 W 21' 4.6 4'4" A 201,7 E 27 34 38 42 164" D 24 32 96 39 265• E 29 30 39 43 6 6 3'-7 A 1P4' E 27 34 98 42 11'.9' D 26 32 35 39 24'-T E 30 35 99 43 9.6 6.5 3.1. A IV -10` E 28 34 37 41 13'4 D 25 31 34 38 23'-0' E 30 35 39 43 4' a 3'4' A 1V4" E 20 34 97 41 174• D 25 31 34 38 27-1" E 31 35 3a 42 V 6.5 7-W A 1T5" E 29 33 37 41 17-7 D 26 30 33 37 274 E 31 34 38 42 12.6 7 7-T A 17-11 E 20 33 98 40 11'-T D 25 30 93 37 21'-11- E 32 34 38 42 8.6 7.5 74 A to -T E 30 33 36 40 11'-1' D 25 30 33 38 21'4 E 32 34 38 42 17 B 1 1'4 I A 1V4' E 30 32 36 40 104' D 28 29 32 36 21'4* E 33 34 37 41 16.6 16' 7-1- A i6' -T E 90 92 98 39 1V' - D 28 29 X? 38 201-T E 33 34 37 41 LL7J` 74' A 16'-1' E 31S2 35 39 V -10•E27 28 32 35 2V-7 F 34 34 37 11 1'-11' A 14'4• E 91 32 35 30 V4 E 27 28 32 35 1V-10' F 34 34 37 41 80 4 3'4 A 164" E 26 34 37 4117.10' V 0 22 31 34 38 23'-1' E 27 36 38 42 21' 4.5 74- A 1T4 E 28 33 37 41 11'-11' D 22 30 33 37 27.2' E 28 34 38 42 6 5 74 A 1 V4 E 26 33 38 40 1112" D 23 30 33 30 21'5' E 28 34 38 42 9.6 5.5 7.7 A IV -17 E 26 32 38 40 10'4 O 23 29 32 36 20-0' E 29 34 37 41 4' a 74• A 16',7 E 27 32 36 39 V-11' E 23 28 32 35 2V -T F 29 34 37 41 V a.6 1'-10` A 1C-7' E 27 32 35 39 VS• E 23 28 31 35 1V4• F 30 33 37 41 12.6 7 1'4• A 14'-1" E 28 31 36 38 V-0" E 24 28 31 34 1 V-2• F 30 33 37 41 8.6 7.5 1'-T A 17-T E 28 31 34 38 S -T E 24 28 31 34 1V4' F 31 33 36 40 17 B 1 1'4 I A I 13'-7 I E 1 28 1 31 1 34 1 38 11 V-7 I E 1 24 1 27 1 30 1 34 18'-4' I F 1 31 1 33 1 36 1 40 OVER- HANG 1 Muftis an and F nding Structures THE POST IF THE HEIGHT IS NOT SUFFICIENT TABLE 3.8 TRIBUTARY Wa)TNS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURE3 L88-.4 FREESTANDING AND MULTISPAN UNITS USE TABLE 3.8 6 V IV 11' 17 IT 14' 15 16 1T 18' 1V 2V 21' 27 0' 4' 4.6 S 6.6 0' 6.6 T 7.6' 8' a.6 V 9.6' 10' 10.51 11' 1' 4.6' S 5.6 6 0.6 T 7.6 6 8.6 V 9.6 IV 10.6' 11' 11.5' 7 6 5.6 6 6.6 T 7.6 6 8.6 9' 9.6 1V 10.6 11' 11.6 17 3' 6.6 6 0.6 T 7.6 6 8.6 V 9.6 101 10.5' 11' 11.6 17 12S 4' 6 8.6 T 7S 6 8.6 V 9.6 10 10.6' 11' 11.6 17 12.6 13' S 8.6 T 7.6 V 8.6 V 9.610 10.6 11' 11.6 17 126 13' 13S a' T 7.6 8' 36 V a6 IV 10.6 Ill 11.6 17 12.6 13' 13.6 14' T 7.5' 8' e6 r 9.6 10, 10.6 11' 11.6 17 126 13' 13.6 14' 14.6 8' V 8.6 jr 9.6 IV 10.6' 11' 11.6' 17 126 13' 13.6 14' 14.6 16 V 8.6 r a6 101 1861 11' 11.5' 17 126 13' 136 14' 14.6 15' 16.6 101 V 9.6 1V 10.6 11' 11.6 17 126' 13' 13.6 14' 14.6 16' 16.6 16' 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWNUPGRADE 1 Muftis an and F nding Structures THE POST IF THE HEIGHT IS NOT SUFFICIENT Max L88-.4 FREESTANDING AND MULTISPAN UNITS USE TABLE 3.8 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 1S 10. USE THE APPROPRIATE DETAILS 0.188"X3'50" Steel d = 37" FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 1 F SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.6 18' SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. POST W MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE TABLE 3.8 Post Requirernants for 1 Muftis an and F nding Structures Post DescriptIon Max1mum Max POST FootingHal 0.04TIA3 Std" Steel CImr 0.041 X9"W Steel Clover d=23' 1S I E 0.188"X3'50" Steel d = 37" i 18 1 F 0.188"x4"x4" Steel Square 44' 18' 1 G Amerimax BuBding Products Carl Putnam, P. E. 6208 Tennyson Parkway 34411vy8nkPlace Piano, Texas 76024 Lynchburg, VA 24603 (434) 384-2614 carioumarttmcomcastri If z G, EXP Al FED U` 4 2008 7/6/2007 Page 9 of 9 LATTICE TUBES L 1.92• FOR Y X 8 1/2' RAF'IEBS 2 1 8• 1.5'x45• e3' o/c L- LW FOR 3' X 6• RARER= 2'x2' e4'. o/c �, t • A 31x3' e6' o/c SEE TABLE 7.6 FOR REOUIRED,FASTENERS X X10 c0 0 LATTICE ' � - (3105-H26 ALUM. ALLOY) .048 MIN. 1• 1 1=0.024 4' TW0 08 SMS ry 00 OR L EACH SIDE 0.032• F—'�—'� ASTM A-653 Fys40 KSI O STEEL CONNECTOR FOR WOOD POST CONNECTION JB�TII1X�2 • SMS FOR 1/2• 1 1/2• FOR 2 X RAFIM FJ1e"Y I 2 3/4• RXt 3 X RAf1ERS Lt HEADER © RAFTER & SIDEPLATES . ST (3004-H36 ALUM. ALLOY) (3004-H36 ALUM. ALLOY) 0 (35-H26 ALUM. ALLOY) (�-6 ALLFA ALLOY. 1'- OA601 RAFTER . 0 RAFTER HANGER FOUR 08 SMS RAFTER TO L6 LATTICE TO RAFTER CONN. HEADER 1 00ELaW 1 7 CONNECTION • �p Olk �M RX00=_...........6063T6 0.72�1.56�0.72 TABLE ALUat ALLOY 0.93 H,BOX FDR . T=0.060'/4' LAG SCREW V/ 2.25'EDULE 1 EMBED INTO VOGD. STUD rNSIDE - 2 X ULF"' 0.72 L9 SEE TABLE 7b COLUMN 5115 BOX KID OMAOV USED 2\2' X 6 1/2• RAFIERS BRACKET USED V/ 3'x8' ANC4 FOR QUANTITY � T� NOTE USE �� PMC m.� IX DIA. AND 3'x3' RAFTERS IM ALU4 �. 028 0.93 1.56 ACCESS HOUS WHEN AITTACHING DX6'IWC RAFTER �� S,Y.S: INT I BOX COOL! N�IA9CH STRUCIURE RAFTER HANGER 0.37 THE SMS MOIAD EXCEED 2 1 2- /to x 1 R (DETAIL L7) 0.72 O PLASTIC PLUG; DETAIL USE TWO 014 SMS WHEN FA(71 --1[-0.17 ATTACHING TO STEEL C BEAMS. L10 TERNATE RAFTER TO WALL CONN. ' t (Of) -.6.040 (ALUM) 130 MPH REQUIRES THREE OOt1 (STM)ALUM RAFTERS SFS SCHEDULE 014SCREVS FOR TRIB WIDTHS FOR SITE AND .SPACING -� 6 �R� 2- 2'IE 1/2• OVER 10''COlXW MAY BE TRBIYED W/FLEX- �� HEADERS IN PLACE 6 Al fAt2aIG. OF 3'X e' HEADER WITH STUD 3/B' LAG SCREWS L1 1 3 -ALTERNATE P . POST SIOEPLATES t2.3NTO�WA TD>1°" (3004 H36 M. ALLOY OR 3'X 3' POST . Alkwahb TNf MAM A-653 Fyo K STEEL) W. of i� Screws t rt Haader. _ .._._.. 2 3 4 5 90 M H 0.033 Do".2%6 17 16 1 1 S Is &DC 0.042 0.042k3'k8' 8 17 iS 15 It ALTERNATE. DOUBLE 3x.8'AND 0.042 Double 3x8 15' 1S ,.15' i 1S 11 D6WA 2x6 ' 8' 17 15' t 16 1'kDC. tL04Zk3k8" J012 S $ 10 .i tS Double 3x8 _ t0 - 15 is,is Lro Lpm S"'WAD X 6' ALUM HEADER Nu of AH4 $C16ws 1 0.032 T't1' I S !SpC r a)*bZx8 0.042 3 x$ ' 51 T 10' 1 13 TDOM FLOOR JOIST 0.042 3X8 10 i 1S i 1S iS DX6'IWC RAFTER �� S,Y.S: INT I BOX COOL! N�IA9CH STRUCIURE RAFTER HANGER 0.37 THE SMS MOIAD EXCEED 2 1 2- /to x 1 R (DETAIL L7) 0.72 O PLASTIC PLUG; DETAIL USE TWO 014 SMS WHEN FA(71 --1[-0.17 ATTACHING TO STEEL C BEAMS. L10 TERNATE RAFTER TO WALL CONN. ' t (Of) -.6.040 (ALUM) 130 MPH REQUIRES THREE OOt1 (STM)ALUM RAFTERS SFS SCHEDULE 014SCREVS FOR TRIB WIDTHS FOR SITE AND .SPACING -� 6 �R� 2- 2'IE 1/2• OVER 10''COlXW MAY BE TRBIYED W/FLEX- �� HEADERS IN PLACE 6 Al fAt2aIG. OF 3'X e' HEADER WITH STUD 3/B' LAG SCREWS L1 1 3 -ALTERNATE P . POST SIOEPLATES t2.3NTO�WA TD>1°" (3004 H36 M. ALLOY OR 3'X 3' POST . A-653 Fyo K STEEL) 0 .. .. r . r METAL. Post r x r METAL Post ALUM 1.5' min ITER BRACICET _ It ALTERNATE. DOUBLE 3x.8'AND "r- 2"'-i 6.5- HEADERS Eaw 014 $MS ElliiT 14 SMS ---'3' T O 0 L G v v Lro Lpm S"'WAD X 6' ALUM HEADER i23 i O O OM EACH SIDE OF POST. 0 AND MIT: ONE ON LAW SIDE'Q O O POST. r C , n, TDOM FLOOR JOIST • . • D min- C 13 p 5208'TENNYSON PARKWAY AmeI7IY1,�% SUITE 100 - aR HEADERALITT �n Gum OR sm. • BUILDiNC PRODUC78, iNG PUNO. TpLAS 75024 -ED L14 ACHE STRUCTURE POST 1' rlirl St4 SELF -DRILLING SCREv � CIVIL P 13 TTAM STRUCTURE POST TO TO DECK FLOOR JOIST L15 POST,ALTERNATIVE .FOR OF CALIC'� BEJ/CP " SEE GENERAL NOTE / 19 SLAB ATTACHMENT ONLY NTS omeotio o onnet: ion a a� a For olio & Commerci0l Lottice Structures nyinee�r'a Stam 7/6/07. LTO1-2006 ' 1 of 3 L16 ALTERNATE 3" SO. POST CONNECTOR BRACKET 3/8' BOLTS W/ 1' DIA. (6063-T6 ALUM. ALLOY) x 3/32' THK. STL. WASHER TO 8' STEEL 'C' BEAM 5.5" SEE TABLE 7.4 COLUMN 'N' FOR QUANTITY 1.575" 2.35• FOR #14 SELF DRILLING SCREWS SEE TABLE 7.4 COLUMN '0'. 0.100 0.750' 2.5" 1. " E -T I 0.750" .060 3/8' BOLTS SEE TABLE 7.3 COLUMN 'H' FOR QUANTITY OR #14 SELF DRILLING SCREWS 0.04lx3'x3' STEEL POST SEE TABLE 7.3 COLUMN 'G' /\ FOR QUANTITY DETAIL 3" X 8" - 1 . FOR ATTACHED STRUCTURES POST TO WRAPPED 3" X 8" X 12 or 16 GA. 'C' BEAM HEADER CONNECTIONS 3"X 8" BOX BEAM WRAP 3'x8' 12 OR 16 GAUGE STEEL C BEAM Fy= 50 KSI 9 Ll 83" X 8" X 12, 16 GA. STL. 'C' BEAM RAP W/ 3" X 8" ALUM. BOX BEAM 3", 4", 5" 3", 4" or 5" 0. t 88" TYP. L21 3", 4" OR 5" STEEL POST Fy=36 KSI SFE DETAIL A 0 RICHT L 17 ALTERNATE EAVE ATTACHMENT SIMPSON A34 ADD TWO CONNECTOR 16D NAILS • OR EQUAL E EACH • RAFTER OR TRUSS 1/2" FASCIA WOOD FRAMING DETAIL "A" 6 - 110 SCREWS, 3 EACH LEG OF CONNECTOR - TYPICAL LiveiSnowl-oad RAFTER 2x WOOD Wind Load120 E: FRAMING for Lattice Cover 12" IS" 24" 30" 36' DOUGLAS 1/2• tFORMAXIMUM j 137-W FIR -LARCH SCIA 1'- 0' 90 MPH Exp 88 /2 OR BTR 2Z 2Z 10-11` 24' 0/C 13'-r "H" 8 2r At. a OVERHANG SEE 2Z SCHEDULE 0 RIGHT 2Z L 17 ALTERNATE EAVE ATTACHMENT SIMPSON A34 ADD TWO CONNECTOR 16D NAILS • OR EQUAL E EACH • RAFTER OR TRUSS 1/2" FASCIA WOOD FRAMING DETAIL "A" 6 - 110 SCREWS, 3 EACH LEG OF CONNECTOR - TYPICAL LiveiSnowl-oad RAFTER I MAX DISTANCE TO FIRST ROW OF POSTS "V Wind Load120 E: SAVE OVERHANG for Lattice Cover 12" IS" 24" 30" 36' 10 pal,4 137-W T-11" 4W 1'- 0' 90 MPH Exp 88 2Z 2Z 10-11` 18'-8" 13'-r "H" 8 2r 2r 2Z 2Z 2Z 10 psl,4 2r 11'-10" T-8" 4'T' 1-10" 90 MPH Exp C8 3"X 3„ ALUM. 2r 2Z 2Z 18'-8" 13'-r FtLI-xible 6 waterproof sealant 8 2Z 2Z 22 2Z 2Z 20 1"-0" B X -11a-111" i11• 110 MPH Exp C8 Coptionnl for lattice patio covers if LAG SCREWS use 1'0 2' x 4' Stud washers to attach rafterQ 2Z 18'-4" 17-10' 9'-4' 8:8" 6 2r 22 27 jV_r 1V4, 26 pst O 9 0- 120 MPH Exp C 2r 14'-r 10-T T 4' S 4` CONNECTING POST 2Z 22 20-8` 15'S 1Z-11 30 Completely Seal with Flexible a -T 4'-1" r-3' 1 O-1" 130 MPH Exp C 18'-3' 11111-1 r-11" 8'-T 9-8` 4'-0" 2r 27 18'-r tr-r 9'-8' 40 psfs-T � � J -T 11-T 3 (7 130 MPH Exp C C�=� BUILDING PRODUCTS, ING 13"-3" 8'-8" 6 3-9' r-4" Sheathing � g 18 8" 1T -Y tr-1" 8-11 6-r 80 pa d 130 MPH Exp C 2X6 8'-3' S-` 3'-3" V-10" Cr4r 2x8 f1'-11' 11'-0' r-61 b'3• 3'-7r HEADER OWN P0MUSTHE 14 S M S L 19 HEADER SPLICE DETAIL 2- 1114 SMS 0 0 EACH SNE 3" X 8" BOX 3" x 8" HDW 0 0 BEAM HEADER "H" 2D2x 6NE EACH _I/Y�SDEPIATEs 7f 3• L ALUM. COUnet SDE POSt �� �I 6 BRACKET 3"X 3„ ALUM. Sent with pernanently _ POST FtLI-xible 6 waterproof sealant I_ 1 �( 2' x 6' Ledger Board i11• Coptionnl for lattice patio covers if LAG SCREWS use 1'0 2' x 4' Stud washers to attach rafterQ 60 I' 1.00'nin. brackets) h j `3 � —LVL r O 3/8' Lag Screw ALUMINUM 'H' BRACKET FOR ATTACH LATTICE COVER 3.5' MIN AS PER L7 CONNECTING POST TO HEADER - ' (6063—T6 ALUM. ALLOY) Completely Seal with Flexible a ~ Q �6 permanently waterproof sealant 2.5' MIN PENETRATION 1.00'min. FRAMING M INTO WOOD � � J A`1♦Ame r 5208 TENNYSON PARKWAY SUITE 100 Synthetic Stucco or other non-structural covering C * C�=� BUILDING PRODUCTS, ING PLANO, TEXAS 75024 (I' nax. thick) S�9 11 Q' � Sheathing � g nx� �G ' nc � /r•o S£E ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN STUCCO ATTACHMENT DETAIL TABLE 7.7 L22 WITH LEDGER BOARD NTS -2006 2of3 2 1 /8 0.024* — 6 5/8- 0.024• 0.024' 6 5/8' 3' 3" L 3- SQUARE COLUMN (3105=H26 ALUM. ALLOY) L24 2' x 6.5' SIDEPLATES (3004-H36 ALUM. ALLOY) — Lattice or Solid Panels ' 0.042-x3'x8' Alin Lattke or ry • • x 49 SMS Alum Solid PanWs % ' A //' 3' x 8' Header 111•� �3' x 8' Header 02 COA42') I I C0.042') 2 x 6' Side Plate 010 SM i i sl( 3' x a, H 3-x3- POST 3-x3- 2x6.5- SIDEPLA FOUR 014 SO SCREWS EACH SIDE FOR 90 MPH EXP C SLAB AND UP TO d=28' FOOTING. TWO 3/8' BOLTS FOR 90 MPH EXP B, AND FOOTINGS UP TO d=24' THREE 3/8' BOLTS FOR FOOTINGS UP TO d=28' AND 90 MPH EXP C • TWO 3/8' GALVANIZED POWERS WEDGE L 5 BOLTS (ICC ESR 1678) W/ 2- EMBED 3"X 8" ALUM. HEMS FOR ALL SLAB AND FOOTINGS UP TO 'f d=23•. USE 3.5' EMBED FOR FOOTINGS .�' UP TO d=31' 2-X 6 1/2"X .024" + S' 'r ALUM.' SIDEPLA ` 3"X 3- VX 6.625" L'25 / 9 POST ISIDEPLATES 'L 3" x 8" HEADER nI "K ALUM. FOOTING L:UNNLUIIUN I ALUMINUM BRACKET FOR-CONNECTIONG BRACKET POST TO FOOTING OR .SLAB I (6063-T6 ALUM ALLOY) Li SINGLE SPAN ATTACHED UNITS ONLY �••.;:; :• SLAB OR FOOTING ALTERNATE 1.5" 3"x3" ALUMINUM RAFTER L30 3'X3' #10 -OR #14 SMS RAFTER ATTACHMENT LATTICE HEADER TOP MOUNT BRACKET T+3/16- ASTM A36 STEEL BRACKET IS 1.25' WIDE ALUM � UNS DOME) (SPn RAFTER wwooe I1o,ts' scan SMS TOP xTJt1MT /lads- .o".• 1 L i t �p ATTACH PER . TABLE 7.5 MAX "L" FOR TOP OR SIDE MOUNT Live/ TRUSS/RAFTER Snow O/C SPACING Load 16" o/c ZVo/c 10 21'$" 14'4" 20 1113^ r$ -r 25 10-9" r-2" 30 91-0" 6-$". 40 6'-1011 4--6" 60 r -r- 3'•0" EXISTING EAVE ALL HOUSE PENETRATIONS WOOD FRAMING ALUM MUST BE COMPLETELY AND RAFTER PERMANENTLY SEALED /10X1.5- SCREWS 8 PIACES 3/16- ASTM A36 STEEL BRACKET 1- SPACING• L28 BETWEEN SCREWS n 4- 814 SNS EACH SIDE P -21 50- � 3.00• 1•t 0.094- I '�--I1.0' 2.25'�•I I 014 x 3/4' TEK FOUR- 814 SMS EACH SIDE, SPACED EVENLY �- 3" ALTERNATE POST CONN. BRACKETS (STEEL A-653 Fy=40,000 PSQ WITH SIDEPLATES FREESTANDING OR ATTACHED FOOTING TO POST STEEL POST BARS ASI 1/2' D CONNECTION DETAIL' (SEEONOTE -fi L29 � D D D )PFQn�•. EAVE ATTACHMENT L27 ALTERNATIVE SPLICE FOR ATTACHED UNITS EAVE OVERHANG AND -'L' MUST ALSO COMPLY WITH DETAIL L17 12" MIN 2' D 0 p 4 2 G.' STEEL REBAR D a 12"... D 4 No F. CONCRETE FOOTING USE 1 - 1/2. 0 STEEL BAR FOR FOOTINGS UP' TO 36' CUBE. USE 2 - 1/2. 0 BARS FOR FOOTINGS UP TO t 46"- CUBE AND 3 - 1/2. 0 BARS FOR FOOTINGS UP TO s:sstr. �L >•lllPi 5208 TENNYSON PARKWAY C BUILDUVC PRODUC[S, tNG SUITE 100 PLANO, TEXAS 75024 LEDGER B\/I\I\D / • I Nf ,NTS QI,\ ,"VI\O 4 \,V 11110\\IVII VQIYII•J GR J For olio & Commercials Lattice Structun SIDE MOUNT BRACKET Engineer's Stamp 7/6/07 LT03-2006 3 of 3 SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 0.018 Amerlmax Building 6208 Tennyson Parkway 7'-8" 7'-8" 7'-8" Plano, Texas 76024 i iv 8 M Cad Putnam, P. E. m• *' 3441 Ivylink Place ,n # Lynchburg, VA 24503 384-2614OF\P 2.5"x6" Su er Six Multis an (434) - 3.5'x12" Su r 12 Mullis n MAXIMUM ALLOWABLE TRIB R D�IACPP4q 2.5" x 12" Mark X Muftis an 10'-4" 2"x6" Flat Panel Muwspan) Ground Panel Wind Speed and Exposure Panel # of #10 Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed Exp B and Exposure Exposure C Snow Load Gauge Exp B Exposure C 12'-0" Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge 13'-0" 13'-0" 13'-0" in 90 90 105 110 2 s in 90 90 105 110 s in 90 90 105 110 10 m 0.018 90 12'-11" 90 105 110 12'-9" 10'-10" 10'-3" s 10 0.018 11'-10" 11'-7' V-10" 9'-5" 12'-8" 10 0.018 11'-1" 10'-11" 9'-4" 8'-11" 10 0.018 14'-5" 13'-11" 11'-11" 11'-4" h E 0.024 14'-2" 14'-1" 12'-8" 12'-3" LIVE 0.024 14'-9" 14'-7" 12'-5" 16'-2" 16'-2" LIVE 0.024 13'-'r 13'-7" 11'-7" 11'-1" LIVE 0.024 17'-11" 17'-5" 14'-11" 14'-2" LIVE 0.032 15'-6" 15'-0" 13'-11" 13'-6" 5' 5' 0.032 16'-4" 16'-4" 14'-11" 14'-5" 7'-0" 7'-0" 0.032 17'-1" 17'-1" 14'-7" 13'-11" 9'-1" 0.032 20'-1" 20'-1" 18'-1" 17'-0" 8'-10" 0.036 16'-0" 16'-0" 14'-0" 14'-0" 11'-5" 0.036 16'-11" 16'-11" 15'-6" 15'-0" 10'-3" 0.018 0.036 18'-9" 18'-9" 16'-1" 15'-4" 3x8 0.036 20'-10" 20'-10" 18'-9" 18'-3" 4' S' 7' MAX 0.032 0.032 11'-1" 9'-3" 20 0.018 8'-5" 8'-5" 8'-5" V-5" 14'-0" 20 0.018 7'-11" 7'-11" 7'-11" T-11" 20 0.016 10'-3" 10'-3" 10'-3" 10'-3" 20 0.018 0.024 9'-3" 11'-4" 9'-3" 11'-4" 9'-3" 11'-4" 11'-4" LIVE 0.024 10'-7" 10'-7" 10'-7" 10'-7" 12'-2" LIVE 0.024 9'-11" 9'-11" 9'-11" 9'-11" LIVE 0.024 12'-9" 12'-9" 12'-9" 12'-9" LIVE 0.032 12•_5•• 12•_5• 12•-5" 12•_5 6'-6" 8'-3" 0.032 13 _2 13 _2 13•_2•• 13•_2" T T 11' MAX MAX MAX 0.032 12•_4•' 12'-4" 12'-4" 12'-4„ 6'-1" 0.032 15•_6•• 15•-8" 15•-8" 15•-8" 0.032 0.036 12'-11" 12'-11" 12'-11" 12'-11" 0.036 0.036 13'-B" 13'-8" 13'-8" 13'-8" 0.036 0.024 0.036 13'-7" 13'-7" 13'-7" 13'-7' 0.024 0.032 0.036 16'-T' 16'-7" 16'-7" .. 16'-T' 1 " 0.024 8 9'-0" a.01 9'-0" 9'-0" 25 0.018 8'-3" 8'-3" 8'-3" 8'-3" Products 0.018 Amerlmax Building 6208 Tennyson Parkway 7'-8" 7'-8" 7'-8" Plano, Texas 76024 i iv 8 M Cad Putnam, P. E. m• *' 3441 Ivylink Place ,n # Lynchburg, VA 24503 384-2614OF\P C/ �L (434) - carlautnamidcomcast.net F MAXIMUM ALLOWABLE TRIB R D�IACPP4q Table 4. 25 0.018 7'-8" 7'-8" 7'-8" 7'-8" 25 0.018 10'-0" 101-0 101-0 10-0 25 0.01 s - 0.018 12'-1" 10'-11" 0.024 10'-4" 10'-4" 10'-4" 10'-4" 15'_0 Panel # of #10 screws r oot to attach panel to header 17'-1" 0.024 9'-8" 9'-8" 9'-8" 9'-8" 20'-4" 0.024 12'-0" 12'-0" 12'-0" 12'-0" 0.018 0.024 11'-1" 11'-1" 12'-3" 11'-1" 12'-3" 11'-1" 12'-3" LIVE 0.032 13'-0" 13'-0" 13'-0" 13'-0" Headers Gauge 2 I 3 1 4 2 3 4 2 3 4 5 16'-0" 0.032 12'-1" 12'-1" 12'-1" 12'-1" 11'-9" 0.032 15'-3" 15'-3" 15'-3" 15'-3" 8'-11" 0.032 12'-3" 12'-8" 12'-8" 12'-8" 11•_7" 0.036 13' 6" 13'-0" 13' 6" 13' 6" 15•_7" in 90 mph E B 90 m h E 110 mph E C 1VA" 0.036 13'-3" 13'-3" 13'-3" 13'-3" 10'-4" 0.036 16'-2" 16'-2" 16'-2" 9'-1" 16'-2" 9'-1" 30 0.036 0.018 12'-8" 8'-2" 8'-2" 8'-2" 8'-2" 30 0.018 T-0" 9' 6" 7'-0" 9'-6" 7'-6" 9'-6" 71-6" 9'-6" Dble 2x6.625 RF Fascia 0.018 0.018 7' T 10' MAX MAX MAX 5' 5' I 8' MAX MAX MAX 4' 4' 5' 7' MAX 5' MAX MAX 30 0.018 7'-0" 7'-0" 7'-0" 7'-0" 30 0.018 9'-1" 9'-1" 11•_5" 0.024 8'-10" V-10" 8'-10" 8'-10" 13'-5" 0.024 11'-5" 11'-5" 11'-5" 11'-5" 13'-11" 0.024 10'-3" 10'-3" 10'-3" 10'-3" 0.018 0.024 0.032 12'-0" 12'-0" 12'-0" 12'-0" 3x8 0.018 T 10' MAX 5' 8' MAX 4' S' 7' MAX 0.032 0.032 11'-1" 11'-1" 11'-1" 11'-1" MAX 0.032 14'-0" 14'-0" 14'-0" 14'-0" 0.032 11'-6" 11'-6" 11'-6" 1V-6" 12' 0.036 12'-8" 12'-8" 12'-8" 12'-8" All Others 0.018 7' 10' MAX 5' 8' MAX . 4' 5' 7' MAX 14'-10" 0.036 12'-2" 12'-2" 12'-2" 12'-2" 12'-0" 0.036 14'-10" 14'-10" 14'-10" 7'-11" 14'-10" 7'-11" 40 0.036 0.018 12'-0" V-11" 12'-0" 6'-11" 12'-0" 6'-11" 12'-0" 6'-11" 40 0.018 6'-0" 6'-6" 8'-3" 6'-6" 8'-3" 6'-6" 81-3" Dble 2x6.626 RF Fascia 0.024 0.024 9' 9' 13' MAX MAX MAX T T 11' MAX MAX MAX 5' 5' 7' 10' MAX MAX MAX MAX 40 0.018 6'-1" 6'-1" 6'-1" 6'-1" 40 0.018 7'-11" 0.032 0.024 7'-8" 7'-8" 7'-8" 7'-8" 0.036 0.024 9'-11" .7'-11" 9'-11" 9'-11" 9'-11" 0.036 0.024 8'-10" 8'-10" 8'-10" 8'-10" 0.018 0.024 0.032 8'-3" 10'-5" 10'-5" 10'-5 10'-5" 3x8 0.024 9' 13' MAX 7' 11' MAX 5' 7' 10' MAX 8'-7" 0.032 9'-7" 9'-7" 9'-T' 9'-7" 7'-6" 0.032 12'-2" 12'-2" 12'-2" 12'-2" 9'-11" 0.032 10'-6" 10'-6" 10'-0" 10'-6" 8'-8" 0.036 11'-5" 11'-5" 11'-5" 11'-5" All Others 0.024 9' 13' MAX 7' 11' MAX 5' 7' 10' MAX 9'-2" 0.036 10'-T' 10'-7" 10'-7" 10'-7" c e a 0.036 12'-10" 12'-10" B'-5" 12'-10" 6'-5" 12'-10" 6'-5" 60 0.036 0.018 10'-11" 5'-6" 10'-11" 5'-6" 10'-11 5'-6" 10'-11" 5'-6" 60 0.018 5'-3" 6'-9" 5'-3" 6'-9" 5'-3" 6'-9" 5'-3" 6'-9" Dble 2x6.625 RF Fascia 0.032 0.032 9' MAX 14' MAX MAX MAX 7' 8' 11' 15' MAX MAX S' 6' 7' 10' 12' 8' MAX MAX 60 0.018 4'-11" 4'-11" 4'-11" 4'-11" 60 0.018 6'-5" 0.024 6'-3" 6'-3" 6'-3" 6'-3" 0.024 8'-1" 8'-1" 8'-1" 8'-1" 0.024 T-2" 7'-2" 7'-2" 7'-2" 0.024 0.032 8'-6" 8'-6" 8'-6" 8'-0" 3x8 0.032 11' MAX MAX 9' 13' MAX 6' 9' 12' MAX 0.032 7'-11" 7'-11" 7'-11" 7'-11" 0.032 9'-11" 9'-11" 9'-11" 9'-11" 0.032 8'-7" 8'-7" 8'-7" 8'-T' 9'-4" 9'-4" 9'-4" 9'-4" All Others 0.032 12' MAX MAX 10' 15' MAX 6' 10' 13' MAX 0.036 V-8' 8'-8" 8'-8" 8'-8" 0.036 10'-6' 10'-6" 10'-6" TABLE 10'-6" 4.2 0.036 9'-2" 9'-2" 9'-2" TABLE 9'-2" 4.3 -- - - - 0.036 - " TABLE FJ►RSPAN 4.4 Dble 2x6.625 RF Fascia 0.036 0 036 9' 10' 14' MAX MAX MAX 7' 8' MAX MAX 6' 12' 8' MAX MAX TABLE 4.1 SINGLE SPAN TABLES 2.5"x6" Su er Six Single Span) Ground Ground Panel Wind Speed and Exposure Panel Snow Load Gauge Exp B Exposure C Exp B Exposure C s in 90 90 105 110 s 10 0.018 12'-1" 10'-11" 9' 4" 8'-11" 0.018 LIVE 0.024 15'_0 13'-7 11'-T 11'-1" 12'-11" 12•_9" 0.032 18'-11" 17'-1" 14'-7" 13'-11" 17'-5" 14'-11" 0.036 20'-4" 18'-10" IVA" 15'-4" 12'-6" 20 0.018 11'-T' 10'-11" 9'-4" 8'-11" 17'-6" LIVE 0.024 14'-6" 13'-7" 11'-7" 11'-1" 13'-6" 0.036 0.032 15'-10" 15'-10" 14'-7" 13'-11" 0.036 16'-0" 0.036 16'-5" 16'-5" 16'-1" 15'-4" 11'-9" 25 0.018 11'-4" 10'-11" 9'-4" 8'-11" 10'-3" 10'-3" 0.024 14'-3" 13•_7" 11•_7" 11•_1 13'-7" 13'-7" 0.032 15'_7" 15•_7" 14•_7" 13•_11" 11'-" 9'-10" 0.036 16•_2" 16•_2" 1VA" 15'..4•, 11'-2" 30 0.018 10'-4" 10'-4" 9'-4" 8'-11" 0.036 16'-7" 0.024 13•_1,• 13,_1•• 11•_7•, 11•_1„ 12'-11" 12'-11" 0.032 14'-9" 14'-9" 14'-7" 13'-11" 11•_51, 111_5" 0.036 15'-3" 15'-3" 15'-0" 15'-3" 101-01• 40 0.018 9'-0" 9'-0" 9'-0" 8'-11" 13•-3" 0.024 11•_5•, 11,_5, 11•_5" 11•_1•• 12' 0.032 0.032 13'-5" 13'-5" 13'-5" 13'-5" 0.032 12•_3" 0.036 13'-11" 13'-11" 13'-11" 13'-11" 16'-2" 60 0.018 7'-4" 7'-4" 7'-4" 7'-4" 12'-8" 12'-0' 0.024 9'-4" 9'-4" 9'-4" 9'-4" 10'-5" 10'-5" 0.032 11'-4" .11'4" 11'-4" 11'-4" 9'-2" MAX 0.036 12,_1•, 12_1" 12•_1„ 12•_1•• 3.5"x12" Su r 12 (Single Span) 2.5" x 12" Mark X Single Span) Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exp B Exposure C Snow Load Gauge Exposure C s in 90 90 105 110 s in 90 90 105 110 10 0.018 15•_5" 13•_11" 11•_11" 11'-4" 10 0.018 12'-11" 12•_9" 10•_10" 10•_3" LIVE 0.024 18'-4" 17'-5" 14'-11" 14'-2" LIVE 0.024 14'-2" 14'-1" 12'-6" 12'-3" 14'-7" 0.032 20'-1" 20'-1" 18'-1" 17'-6" 6'-4" 0.032 15'-6" 15'-6" 13'-11' 13'-6- 13'-6" 0.036 20'-10" 20'-10" 18'-9" 18'-3" 9'-0" 0.036 16'-0" 16'-0" 14'-6' 14'-0" 20 0.018 11'-9" 11'-9" 11 _9" 11 -4 20 0.018 10'-3" 10'-3" 10'-3" 10-3" LIVE 0.024 'IT -7" 13'-7" 13'-7" 13'-7" LIVE 0.024 11'-4" 11'-4" 11'-4" 11'-" 9'-10" 0.032 15'-8" 15'-8" 15'-8" 15'-8" 11'-2" 0.032 12'-5" 12'-5" 12'-5" 12'-5" 11'-7" 0.036 16'-7" 16'-7" 16'-7" 16'-T' 6'4" 0.036 12'-11" 12'-11" 12'-11" 12'-11' 25 0.018 11,_5„ 11•_51, 111_5" 11-4" 25 0.018 101_01, 10•_0" 101-01• 10•-0•• MAX 0.024 13•_3" 13'-0" 13•_3•, 13•-3" 0.024 0.032 15' MAX 12' 0.032 15•_3" 15•_3" 151-3" 15'_3" 0.032 12•_3" 12'-3" 12•_3" 12'-3" IT 0.036 16'-2" 16'-2" 16'-2" 16'-2" 0.036 12'-8" 12'-8" 12'-0' 12'-8" 30 0.018 10'-5" 10'-5" 10'-5" 10'-5" 30 0.018 9'-2" 9'-2" V-2" 9'-2" MAX 0.024 12'-2" 12'-2" 12'_2" 12'_2" 0.024 10'-6" 10'-6" 10'-6" 10'-0" 12' 0.032 14'-0" 14'-0" 14'-0" 14'-0" 0.032 11'-6" 1 V-6" 11'-0" 11'-0" MAX 0.036 14'-10" 14'-10" 14'-10" 14'-10" 0.036 12'-0" 12'-0" 12'-0" 12'-0" 40 0.018 9'-1" 9'-1" 9'-1" 9'-1" 40 0.018 7'-11" T-11" 7'-11" T-11" 0.024 10'-6" 10'-0" 10'-6" 10'-6" 0.024 9'-2" 9'-2" 9'-2" 9'-2- 0.032 12'-2" 12'-2" 12'-2" 12'-2" 0.032 10'-6" 10'-6" 10'-6" 10'-6" 0.036 12'-10" 12'-10" 12'-10" 12'-10" 0.036 10'-11" 10'-11" 10'-11" 10'-11' 60 0.018 7'-5' 7'-5" 7'-5" 7'-5' 60 0.018 6'-6" 6'-6" 6'-6" 6'-6" 0.024 8'-7" 8'-7" 8'-7" 8,-T' 0.024 T-6" 7'-6" T-6" 7'-6" 0.032 V-11" 9'-11" 9'-11" 9'-11" 0.032 8'-8" 8'-8" 8'-8" 8'-8" 0.036 10'-6" 10'-0" 10'-6" 10'-6 0.036 9'-2" 9'-2" 9'-2" 9'-2" TAni c e a TABLE 4.i Snow LIVE VERHANG 25-16 OF THEIR CL 3x8 0.036 11' MAX MAX 9' 13' MAX 6' 9' 12' MAX rel Si Panel le Span) Wind Speed and Exposure All Others 0.036 13' MAX MAX 11' MAX MAX 7' 11' MAX MAX Gauge Exp B Exposure C 0.036 in 90 90 105 110 'MAX' means the maximum possible tributary width 0.018 12'-9" 11'-7" 9'-10" 9'-5" 9'-5" 0.024 15'-0" 14'-7" 12'-5" 11'-10" MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND #14 SCREWS 8' 0.032 6'-4" 4A!_44" 14'-5" FOR PANEL/HEADER COMBINATIONS Table 4.10 0.032 9'-7" 9'-7" 9'-7" 9'-7" 0.036 10'-2" 10'-2" 10'-2" 10'-2" 7/6/2007 TABLE d_8 Page 1 of 21 0.032 16-4I screws per foot to attach - Headers Gauge 0.036 16'-11" 16'-11" 15'-0" 15'-0" 20 0.018 10'-0" 10'-0" 9'-10" 9'-5" LIVE 0.024 12'-0" 12'-0" 12'-0" 11'-10" 8' 0.032 13•_2•• 13•_2" 13•_2" 13•_2" MAX 0.036 13'-8" 13'-8" 13'-8" 13'-8" 25 0.018 9'-10" 9'-10" 9'-10" 9'-5" MAX 0.024 11'-10" 11'-10" 11'-10" 11'-10" 8' 0.032 13'-0" 13'-0" 13'-0" 13'-0" MAX 0.036 13'-6" 13'-6" 13'-6" 13'-0" 30 0.018 9'-0" 9'-0" 9'-0" 9'-0" MAX 0.024 11'-2" 11'-2" 11'-2" 11'-2" 10' 0.032 12'_3" 12•_3" 12'-0" 12•_3" MAX 0.036 12'-8" 12'-8" 12'-8" 12'-8" 40 0.018 T-9" 7'-9" T-9" 7'-9" MAX 0.024 9'-10" 9'-10" 9'-10" 9'-10" 10' 0.032 11'-2" 11'-2" 11'-2" 11'-2" MAX 0.036 11'-7" 11'-7" 11'-T' 11'-T' 60 0.018 6'4" 6'4" 6'4" 6-4- MAX 0.024 8'-0" 8'-0" 8'-0" 8'-0" 0.032 9'-7" 9'-7" 9'-7" 9'-7" 0.036 10'-2" 10'-2" 10'-2" 10'-2" 7/6/2007 TABLE d_8 Page 1 of 21 Panel # of #14 screws per foot to attach panel to header Headers Gauge 2 1 3 1 2 I 3 I 2 I 3 I 4 1l1OmphExpC in 90mph E B 90mphExpC Dble 2x6.625 0.0119' 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 2x6.626 0.024 12' MAX 1o' 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 0.03212' MAX 1o' MAX 7' 10' MAX RF Fascia 0.032 MAX MAX MAX MAX 8' MAX MAX 3x8 0.032 15' MAX 12' MAX 8' 12' MAX All Others 0.032 MAXI MAX IT MAX 9' MAX MAX Dble 2x6.625 0.036 12' MAX 10' MAX 7' 10' 14' RF Fascia 0.036MAX MAX MAX MAX 8' MAX MAX 3x8 0.036 15' IMAX MAX 12' MAX 8' 12' MAX All Others 0.036 MAX MAX MAX 10' MAX MAX 0.032 9'-7" 9'-7" 9'-7" 9'-7" 0.036 10'-2" 10'-2" 10'-2" 10'-2" 7/6/2007 TABLE d_8 Page 1 of 21 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREAS 0.042"x3"x6" Bax Beam Detail N30 Double 0.042lx3W Box Beam (DetailN2 Double 0.032")".625" Box Beam (DetailN25) 0.042"x3"W Box Beam Detail N30 Double 0.042'X3916" Box Beam Detail N25 Double 0.032-)ZW.625" Box Beam DeW N25) TABLE 5.1 Attached Freestanding of Attached I Freestanding or Attached Freestanding or TABLE 6"1 Attached Freestanding or Attached Freestanding or Attached Freestanding or Stnlchlto Multis an Units Structure Multispan Units Structure MuffisDan Units Structure MulOs an Units Structure Multis an Units Structure Muftis an Units GROUND TRIG MAx POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GRWND TRIG MAX POS MAX MAX POST LENGTH MAXIMINFOOTER MAX POST LENGTH MAX 'MAX POST LENGTH SNOW WIDTH POST REOD POST MIN FOOTER 8' I 101 I 17 POST MIN FOOTER 6 I 101 I 17 POST MIN FOOTER 8' ' 101 I 17 SNOW WIDTH POST E POST MIN FOOTER e' I 17 I 17 POST 8' I 10 1 1? POST MIN FOOTER 8' I '10' I 17 LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED FOO SPACIN POS SIZE CONSTRAINEDFOOTE SPACIN POS SIZE CONSTRAINED FOO LOAD (FT) SPACING FOR SPACIN POS SIZE CONSTRAINED FOO SPACIN ON6TRAINED FOO bPACIN SIZE CON6TITAINED FOOTEF(PSF) ON SLAB SLAB (FT) TYPE -d •d 'd •� (FT) TYPE 'd "d'd 'd (FT) TYP 'C •�1d "C (PSF) ON SLAB SLAB (FT) -d -d 'd 'd (FT) •d "d -C (FT) 'C•C'd 'dFT In M N N M in M M In M n M N M M M M in 90 MPH EXPOSURE 8 90 MPH EXPOSURE 8 10 4 1T-0' A 17.9• A 21 26 28 29 19"r B 25 29 31 32 17-11' A 22 26 27 29 30 4 61-0" A 6.7 B 17 22 23 24 10'-11• C 20 26 27 • 28 6'41' B 17 22 23 24 LIVE 4.5 15'-1' A 11'.Y A 21 26 27 28 16',7 B 26 29 31 32 11'-11' A 22 25 27 28 4.5 5'-0' A SS 8 17 22 23 24 9-11' C 21 25 26 27 6.T B 118 22 23 24 6 13'-T A . 174• A 22 25 27 28 1T-3• 8 28 28 30 31 111-0' A 22 25 28 28 5 4'-10• A 6'-1' a 17 21 22 23 9.7 C 21 24 28 27 ' S -T B 18 21 22 23 6.6 12'4" A 9-7- A 22 25 26 27 16',7 B 26 28 30 31 lw r A 22 24 28 27 5.5 4'-4' A 4-8' 8 17 21 22 23 8.6' C 21 24 25 - 28 6,T B 18 21 22 23 8 114' A 6-11" A 22 24 26 27 15,7 B 26 28 29 31 8'-0' A 22 24 26 27 8 4'-0' A ' P-' 8 17 20 21 22 T-17 ' C 21 23 25 26 4'-9' 8 18 20 21 22 6.5 10'-61 A e'6" A 22 24 25 28 14'4' 8 26 27 29 30 I'-1' A 23 24 26 286.5 3'4' A 4'-0'8 17 20 21 22 T4' C 21 23 24 28 4'S B 18 20 21 22 7 64• A T41' A 22 23 25 28 lY-T B 26 27 26 30 6-T A 23 23 25 26 .7 T.W A Y4' B 17 19 21 22 641* C 21 23 24 26 4'-- 8 16 20 -21 22 7.5 6-1• A T-6' A 0 'i9 24 '28 1P91' 8 - Y7 17 18 u I u•i' A i0 r [0 Al 90 ai, a TLY B AT 19 70 21 S$ C 21 22 24 . . ?q3'41' B 18 10 20 21 8 814- A 1-1• A 22 23 24 25 174' B 27 27 28' 29 i4- A 23 23 24 25 8 Y -V A 3'4' 8 17 19 ' 2D 21 0-7 C 21 22 23 24 3.4" B 16 19 20 21 8.5 8'-0' A 64' A 22 23 24 26 11'4' B 27 27 27 29 T-01 A 23 23. 24 25 8.5 7-10' A 3'-1' B /7 19 20 21 IF C 21 22 29 24 3'4' - B 18 19 20 21 9 TB A 661 A 22 22 24 25 11'4" B 27 27 27 28 T-0- A 23 23 24 26 A L2 -9 B 17 18 19 20. S -T C 21 22 23 24 Y-4 8 /8 19 20 20 9.6 T"2• A 6-1" A 22 22 23 24 17-10' B 27 27 27 28 64' A 23 23 23 24 8.6 Y4' A B 17 18 19 20 641 C • 21 21 22 24 Y-7 . B 16 18 19 20 10 64' A 6'-10" A 22 22 23 24 10161 B 27 27 '27 28 66- A 23 23 23 24 f0 761 A B 17 18 19 20 S-1• C 21 21 22 23 3'-0• B 18 16 19 20 11 6-7 A 64' A - 23 23 23 24 64' 8 27 27 27 27 5-11' A 23 23 23 24 11 7-7 A B 17 18 19 20 4'4' C Z2 22 22 23 74' B 18 18 19 20 12' 5.4• A 51-0" A 23 23 23 23 64' B 28 28 28 28 S4' A 23 23 23' 23 90 MPH EXPOSURE C 13 51.7 A .4'-T A 23 23 23 23 8'4' 8 28 28 28 28 S -T• A 24 24 24 24 14 4'-1D' A 44' A 23 T3 23 23 T-11' B TB 28 26 28 4'-1P B 24 24 24 24 15 4'4' A 4'-1• A 23 23 23 23 T4' B 28 28 28 28 4=T B 24 24 24 24 10 a. 4rl, Ir4r v A 114" A 22 27 29 30 164' - B 28 31 32 3f 1? -11' A 23 27 28 30 LIVE 4.6 15-1' A iV-11' A 23 27 28 30 1T4' B 27 30 32 33 11'-11' .A 23 27 ZB 2B 5 1Y -T A 101-2' A 23 26 28 29 164' B 27 30 31 33 11'-0' A 24 25 28 29 5.5 174' A B' -T A 23 26 27 29 1S-11", B 27 28 31 32 101-3' A 24 26 27 28 8 114' A 6-11- A 23 26 27 28 1SS' B 28 29 31 - 32 014' A 24 25 27 28 6.6 101-6• A 6d' A 23 25 25 28 144" B 28 29 30 32 6-11 A 24 25 26 28 7 64' A T-11: A 24 25 26 27 1Y -T B 28 28 30 31 6-T A 24 25 26 27 7.6 4-1• A T-6' A 24 24 28 27 17-11- B 28 28 29 31 8'-1' A 24 24 26 27 8 64• A T-1' A - 24 24 25 26 17-0' B 29 29 29 30 T4" A 24 24 25 26 8.6 8'-01 A' 64' A 24 24 25 28 11'4' B 29 29 29 30 T4' A 25 25 25 28 ' 9 T4' A 6d' A 24 24 25 . 26 11' r B 29 29 29 30 T-0- A 25 25 25 26 9.5 T.7 A 6-1" A 24 24 24 29 101-1T 8 29 29 29 28 64' A 25 2$ 25 26 10 64• A S -IT A 24 24 24 25 101-6- B 29 28 20 29 66" A 25 25 25 26 11 6S A 6-0' A 24 24 24 25 64• B 29 29 28 20 5-11• A 25 26 25 25 12 S4' A 5.4' A 24 24 24 24 64' B 29 29 29 29 S4' A 25 25 25 25 13 6.7 A 4'-T A 24 24 24 24 .6S B 30 30 30 30 '.' A 26 25 25 25 14 4'-1T' A 4'-0• A 24 24 24 24 T-11' B 30 30 30 30 6-1T B 25 25 25 25 16" 4'4' A 4'-1' - A 24 24 24 24 T4' B 30 30 30 30 4'-T 8 26 25 2b ZS 20 ". 4rn 8'-11'. A T4' A 18 23 24 28 17-1T B 22 28 28 29 6-Y A• ' 18 23 24 26 LIVE 4.6 T-11" A 64• A 18 23 24 25 11.4" B 22 25 27 - 29 T4' A 19 23 24 25 5 T-1• A 6-1• A 18 22 23 24 16-1T B 22 26 - 27 28 64' A' 10 22 23 24 • 6b 66' A 641 A /B 22 23 . 24 101-1• B 22 26 : 25 28 6J' A 19 22 23 24 8 5-11' A 61T A 18 21 22 23 6F B 22 25 28 27 5'4- A 18 21 22 23 6.5 64• A 4'-1T A 18 21. 22 23 6-iT B 22 24 26 27 S6' A 18 21 22 23 7 S-1• A 4'4' A i 19 20 22 23 8'4' B 22 24 2b 20 6'-1' B 18 21 22 23 7.6 4'4" - A , 4.4' A 18 20 21 22 7-1T 8 23 23 26 28 4'41 B 19 20 21 22 8 4'6' A 4'-0' A 18 20 21 22 T6' 8 - 23 23 24 28 4'41 B 19 20 21 22 8.6 41.7 A TAA A • 18- 20 21 22 T-1' B 23 23 24 25 v -r B 18 20 21 22 ' 9 3'-11' A Y -T A 18 1B 20 21 64' B 23 1 23 24 25 4'-1' B 18 1B 21 22 8.5 Y4' A Y6' A 18 18 20 21 66' C 23 23 24 - 26 Y -1T B 18 1B 20 21 10 Y4• A Y1T A 18 18 20 21 6"7 C 23 23 23 24 34• B 18 19 20 21 11 3'.7 A 3-0' A 19 19 20 20 64' C 23 23 23 24 3'B B 18 19 20 21 12 7.11' A 74' A 19 19 19 20 SJ• C 23 23 23 23 3'-1• B 1B 19 19 20 13 74' A 74• A 19 18 20 20 4-1T C 23 23 23 23 7-11' 8 18 19 2D 20 14 ?4' A 74' A . 19 1B 20 21 4'-T C • 23 23 23 23 74 B 20 20 20 21 -16 74- A 7"7 A 18 1B 20 21 4'J• C 29 '13 23 23 ?4• B TO 20 20 21 90 4 6'-0' A 4-7 B 1B 29 24 28 1V-11' C 22 27 �2B 28 64" 8 18 22 29 21 4.6 5'-0' A •'S4' B 18 29 24 25 B'-11' C 22 28 28 28 6,7 B 1B 22 23 24 5 4'-17 A S-1' 8 18 22 23 24 6,7 C 22 28 27 28 S -T B 18 21 71 2J 5.5 4'-0' A 4'4- B 18 22 27 24 64' C 22 25 � � 28 5'.7 B 19 21 a 29 8 4'-0" A 4.9' B 18 21 22 23 T-10' C 22 25 20 27 4'4' 8 18 20 21 22 8.6 3'4' - A 4'-0' B 18 21 71 T3 T4' C 22 24 28 27 4'$ B 18 20 21 22 7 3'6' A Y-8° B 18 20 22 23 6-11• C 23 24 25 20 4':7 B 19 20 21 22 7.6 31-7 A Y$ B 18 20 21 22 8'8 C 23 23 26 28 Y-11' B 19 1B 20 21 8 3'-0' A 313' B 18 ZO "22 6.7 C 23 23 24 28 3'4' B 18 18 20 21 A6 7-10' A Y-1' B 18 20 21 22 5-10' C 2J23 24 26 3", B 1B iB 20 21 ' 9 74' A 7-11' B 18 19 20 21 S -T C 23 23 24 25 Y4' 8 _ 19 19 20 20 9.6 7S A 741 8 18 19 70 71 T4' C 23 23 24 25 Y"7 B 19 19 19 20 10 7-6' A 7$ B 18 18 20 21 1-1' C 23 23 23 24 Y-0' B 19 18 iB 20 11 7.7 A 7-6' B 18 19 20 21 44' C 23 23 23 24 74' 8 19 19 18 20 7/6/2007 _ - Page 2 of 21 FEB 0 4 SbUlD COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREA 0.042"x3W Box Beam Detail N30 Double 0.042'74'X6" Box Beam Detail N25 Double 0.032"x2x6.626" Box Beam Detail N25) 0.04754'X8° Box Beam Detail N30)_Double 0.042"X3"4" Box Beam Detail N25 Double 0.032'X2716.62 " Box Beam Detail N25) TABLE 6.1 Attached Freestanding a Attadled Freestendng a Attadled Freestandng or 1 TABLE 5.1 Attached Freestan4ng or Attadred Freestanding or Attached Freestanding or StnNchNre MultispanUnha Structure Multspan Units Structure Multsom Units I I Structure Muttispan Units Structure Muitia an Units Structure Multispan Units GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH L(PSF) D TRIG MAX POST 'MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REOD POST MIN FOOTFJi 8' I tI I 17 POST MM FOOTER V I 10' I 12' POST MIN FOOTER V I 10' I 17 WIDTH POST E POST MIN FOOTER e' I 17 I 17 POST MIN FOOTER 8' I 10' I 17 POST MIN FOOTER 8' I 10' I 17 LOAD (FT) SPACING FOR 6PACIN POST SIZE CONSTRAINED FOO SPACING PO6 612E CONSTRAINED FOOTE SPACING PO SIZE CONSTRAINED FOO (FT) SPACING FOR SPACTER M POS Sig CONSTRAINED FOO 6PACM POST 617E CONSTRAINED FOO SPACMG 611E CONSTRAINED FOO (PSF) ON SLAB SLAB (FT) TYPE 'd 'd 'd 'd (FT) TYPE 'd 'd •d "d (FT) TYP "d 'Cr 'd 'd ON SLAB SLAB (FT) 'd" 'd 'd "d (Fr) TWE "d "d 'd "d (FT) 'Cr 'd 'd 'Cr h N in N h in in h h In in h in N h h N h in n n 25 90 MPH EXPOSURE C T-1" A 18 23 24 25 175" C 21 Ze 28 29 r-0" 8 18 2J 24 26 20 4 8'-11' A rS" A 19 24 28 27 17-10' B 23 28 29 31 IPA" A 20 24 28 27 LIVE 4.5 7-11" A 6.1" A 18 24 25 25 11'-0" B 23 '27 28 30 rJ' A 20 24 25 28 9.5 6 T-1" A 1-1' A 19 23 24 26 10-101 B 23 27 28 28 &4r A 20. 23 24 28 4' 6.6 614* A 5'-0' A 19 23 24 25 10'-1' B 24 28 28 28 8'J" A 20 23 24 25 r 6 5.11" A SJ' A 19 22 23 25 B'4* B 24 26 27 28 S-0• A 20 22 24 1 25 12.5 6.5 S4* A V-10' A 20 22 ' 23 24 V-10' B 24 25 27 28 51-W A 20 22 23 24 8.5 7 S-1• A T4• A 20 21 23 24 64" B 24 25 20 28 61-1" B 20 22 23 24 17 7.6 4'-7 A ". A 20 21 22 23 T-10' B 24 25 25 27 P-0" 8 20 21 22 23 15.5' 8 4'4* A 4'-0' A 20 21 22 23 r4* B 24 24 28 27 V4r B 20 21 22 23 8.6 4'-2" A T-10" A 20 21 22 23 T-1" B 24 24 25 28 4'J• B 21 21 22 23 9Y-11' 3'-0' A T -r A 20 20 21 22 V4r B 24 24 26 26 V-1' B 21 21 22 23 9.6 T-0" A 3'4* A 20 20 21 22 614* C 24 24 25 26 T-10' 9 21 21 21 22 10 T4* A 3'J" A 20 20 21 22 51-2• C 24 24 24 26 Tor B 21 21 21 22 11 3-7 A 3'-0" A 20 20 20 21 S-0" C 26 25 26 25 3'4* B 21 21 21 22 12 7-11' A 78 A 20 20 20 21 SS C 25 26 2b 25 3'-1' B 21 21 21 21 13 7-0' A 76' A ZO 20 21 21 4'-10" C 25 25 25 25 7-11' B 21 21 21 21 25 4 T-2' A T-1" A 18 23 24 25 175" C 21 Ze 28 29 r-0" 8 18 2J 24 26 60 1.5 61-4' A 614* B 18 22 24 25 11'-4' C 21 28 27 28 r-1" B 18 22 24 25 61 5 61-0" A 61-11" 8 18 22 23 24 10'4* C 22 26 27 28 S4' B 18 22 23 24 9.5 5.6 51-2' A S4* B 18 21 23 24 5-0' C 22 26 28 21 6'-W B 19 21 23 24 4' 8 4'-0" A 5'4' B 18 21 22 23 B'-1" C 22 21 27 27 S -r B 18 21 72 23 r 6.5 4'4* A 4'4' B 18 21 22 23 8'4* C 22 24 25 28 51-7 B 19 21 22 23 12.5 7 4'-1" A V4 8 18 20 21 22 8'-0' C 22 24 25 26 4'-1P B 18 20 22 22 8.5 7.6 T-10• A 1'-1' B 18 20 21 22 r -r C 22 23 25 20 V -r B 19 20 21 22 17 8 T-7- A X-10" B 18 20 21 22 TS C 71 23 24 25 1'-4' B 19 20 21 22 15.5' 8.5 Tom" A 3'4r B 18 18 20 21 &-10" C 22 23 24 25 1'-1' B 18 20 21 22 9 T-2' A T4* B 1B 19 20 21 V -V` C 22 22 24 25 9'-11' B 18 19 20 21 8.6 3'-0' A TJ' 8 18 19 20 21 61$" C 29 23 23 2f 9'-0• B 19 18 20 21 10 7-10" A T-1" B 18 19 20 21 5-11' C 23 23 23 24 9'-0' 8 18 19 20 21 11 7-T A 7-10' B 18 18 19 20 6'4* C 23 23 23 21 9'J' B 18 19 191 20 25 1 T-2' A T-1• A 19 24 25 27 174* C 23 28 29 30 T4' B 18 24 25 26 60 1.6 51.4' A S4* 8 19 23 25 26 114" C 23 27 28 30 T-1° B 20 23 25 28 61 5 61-0" A 5-11" B 19 23 24 25 104* C 23 25 28 29 T -W B 20 23 24 25 9.5 6.6 5.7 A 614* B 1022 1B 24 25 W -r C 23 26 27 29 614" B 20 22 24 26 4' a 1'4" A S-0" 8 19 22 23 24 S'-1" C 23 25 27 28 S -r 8 20 22 23 24 r 6.5 4'51" A 4'4* B 19 22 23 24 V4r C 24 26 27 28 61 7 B 20 22 23 24 12.5 7 4'-1° A 4'-0• B /9 21 22 24 T-0' C 24 25 28 27 V-17 B 20 21 23 24 8.5 7.5 3117 A 4'-1- B 19 21 22 23 7-7" C 24 24 25 77 V -r 8 20 21 22 23 17 8 Y -r A T-17 B 19 21 22 23 rd" C 24 24 25 27 44' B 20 21 22 23 15.5' 6.5 4 3" A T -V` B 18 20 22 22 8'-17C C 24 24 25 26 P-1' B 20 20 22 23 9 T-2' A T -W 8 19 20 21 22 S4* C 24 24 25 26 T-11' B 20 20 21 22 0.6 X4' A TJ' B 19 20 21 22 S -r C 24 24 24 28 3'-0" B 20 20 21 22 10 7.17 A T-1• B 20 20 21 22 61-11" C 24 24 24 25 314rB B 20 20 21 22 11 7-7' A 7-17 8 20 20 20 21 S4* C 24 24 24 25 TJ" B 20 20 20 21 12 7-4" A 7-r B 20 20 20 21 614• C 24 24 24 24 3'4" B 20 20 20 21 13CIMrKAL117iIKuVIW19A SYR IflWC IF16L a 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM TABLES 4.1 TO 4.8 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 6. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 60 90 MPH EXPOSURE B T -V` B 16 20 21 22 a'J' C 18 23 25 28 Ti' B 16 20 21 22 60 4 X -V A 34' B 14 19 20 21 61J' C 17 22 23 25 5-0' B 14 1B 20 21 61 4.6 74" A 3'4' B 14 18 20 20 51' C 17 22 23 24 3'S' B 14 10 20 21 9.5 6 74* A 74r B 14 1B 19 20 61x C 17 21 22 23 T-1" 8 14 18 18 20 4' 5.6 7,7 A 74* B 14 18 18 19 4'-0' C 17 21 22 23 7.10' B 14 /8 19 20 r 8 7-0" A 7J• 8 14 17 18 19 4'4* C 17 20 21 22 7-r B 15 17 18 19 12.5 6.6 1-17 A 7-1' B 14 17 18 18 4'-1' C 17 20 21 22 75' B 15 17 18 18 8.5 7 11-0' A 1'-11' 8 14 17 1B 18 T-10" C 17 20 21 22 7J• 8 /5 17 18 19 17 7.5 1'-r A 1'-17 B 14 18 17 18 9'-r C 17 19 20 21 7-1" B 15 17 17 18 15.5' 8 1'4* A 1'-0' 8 11 1B 17 18 3'�' C 17 19 20 21 7d B 16 18 17 18 8.6 1'4* A 1'-7" B /4 17 18 /8 3'-7 C 17 19 20 21 1'-1P B 16 17 1a 18 B 1'-4' A 1'4* B 14 17 18 19 3'-0' C 17 18 20 20 1'-0' 8 15 17 18 19 9.6 1'J' A 14 17 1B IS 7-17 C 17 18 19 20 1'-0' B 16 17 18 1B 60 "-,4, ••w3' -V A T -V` B 16 20 21 22 a'J' C 18 23 25 28 Ti' B 16 20 21 22 21' 4.5 7-r A 3'4• B 16 19 20 21 6'47 C 18 23 24 25 T -W B 16 20 21 22 61 5 74* A 7-W B 15 1B 20 21 S-7 C 18 22 23 26 3'-1' B 11 T 20 21 9.5 5.5 7-T A 74' B 16 19 20 20 4'4' C 16 22 23 24 7-10' B 15 19 20 21 4' 6 7-0• A 7J' B 16 18 1B 20 4•-0' C 16 21 23 24 7-T B 15 18 19 20 r 6.5 1'-17 A 7-1' B 16 18 18 20 4'-1' C 18 21 22 23 75' B 16 18 19 20 12.5 7 1-0" A 1'-1/• B 16 17 18 18 T-17 C 18 21 22 23 7-W B 18 18 19 20 8.5 7.6 11 A 1'-10• B 16 17 18 19 3'-T C 19 20 21 22 7-1' 8 16 17 1B 19 17 8 1'4* A 1'-0" B 15 17 18 19 3'-1' C 18 20 21 22 7-0" a 16 17 18 19 OVER- HANG Freestanding Structures TABLE 6.2 TR®UTARY WIDTHS FOR SINGLE SPAN ATTACRED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES Post Description Maximum Max POST 6' IF 10' 11' 17 13' 14' 151 16' 1T IV 19' 20' 21' 27 O 4' 4.61 61 6.61 S 6.61 T 7.5 r 8.61 T 9.61 IV 10.5' 11' 1' 4.5 5 6.61 61 6.5' r 7.5 T 6.51 7 9.5 10 10.51 1T 11.5 7 5' 5.51 61 8.5 r 7.51 T 8.51 9' 9.5 10' 10.51 11' 11.5' 17 3' 5.5' V 6.51 r 7.51 B' B.S' a, 9.5 10' 10.51 11' 11.5' 17 12.5 4' 61 e.6' T 7.6' 8' &61 r 9.6110, 10.6' 11' 11.5 17 125' 13' 5' 6.5' T 7.5' 8' &V r 9.61 10' 10.5 11' 11.5 17 12.5 1T 13.5 V 7' 75 T 8.61 7 9.6'17 10.61 11' 11.5 17 12.5 IT t&S 14' T 7.5 T 6.5 r 9.51 10' 10.5 11' 11.5 17 12.5 1T 13.5' IV 14.6' S' T 8.5 V 9.51 10 10.5 11' 11.5 17 12.5 IT 13.5 tf 14.5' 1S 9 &S 4 9.51 10' 10.61 11' 11.5 17 12.5 13' 13.5 1P 14.6' 15 16.5 10' r 9.51 10' 10.5 11' 11.5 17 1251 17 13.6' IV 14.5 151 15.5' 161 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 9. FIND THE OIC SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.1 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. POST'N MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE TABLE 6A Post Requirements for Freestanding Structures Post Description Maximum Max POST Footing Height 0.04114'74" Steel Clover d=23" 17 D 0.04194'X3" Steel Clover d = 23" V E 0.1889494" Steel S d = 37" 15' F 0.166'X49L4" Steel re d = 44" 16' 0 0.188')5'X5" Steel Square d = 49" 16' H Amerlmax Building Produet6 6208 Tennyson Parkway Plano, Texas 76024 Carl Putnam, P. E. 5441 IvyOnk Piece Lynchburg, VA 24603 (4U) 3842614 carloutnamAcomcast ri t 7/812007 Page 3 of 21 SOLID COVER 5.0 POST [A LI: 0.e 1 AABCIIeO Freestanding Of AnaMed Freestanding Or AtteCned 1 reeStanding Or TABLE 6.6 AttBChadFreeSterimrig Or AltaChad FreeulliStarlOing Or Attached roe ng Or Stnxhrre Multis an Units Structure Murds an Units Structure Mullis an Units Stnxlure Muftis an Units Structure Ms an Units Structure Multis an Units GROUND TRIB MAX P06T MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH F -OD TRIB MAX fOS.'rlMAX MAX POSTLENGTH MAA MAX POSTLENGTH MAX MAX POST LENGTH SNOW WIDTH POST REOD POST MIN FOOTER 6' I 17 I 18' POST MM FOOTER 6' I 1718' P08T MW FOOTER S' I 17 I 18' WIDTH POST EOPOST MW FOOTER 8' I 77 I 16' POST MM FOOTER 6' I 17 I 16' POST MM FOOTER 8' I 17 I 16' LOAD (FT) SPAGWO FOR SPACW POST SIZE CONSTRAINEDF 6PACIN POS SIZE CONSTRAWED FOO SPACM POS 612E CONSTRAINED FOO (F'T) SPACWGOR SPACW 512E CONSTRAMED FOO SPACM POET SIZE CONSTRAINED FOOTS 6PACW O SIZE CONSTRAWED FOOTEF(PSF) ON SLAB SLAB (Fn TYPEJ -d' •4• "d -d' (FT) TYPE "d 'C •Q' 'C (FT) TYP -d' '8 '4' 'd• ON SLABW (FT) TYP '4' '4' I 'T I -d" (Fr) TYPE '4• 'd' I 'd' 'd' (FT) 'cr Y I -4' I .B 10 4 1T4' A 244' b In U in 34 n N h b 42 23=10" e in 90 MPH EXPOSURE 8 10 4 1T6 A 31'-0• C 29 33 37 40 251-0' B 27 31 35 38 38'x• C 31 90 98 42 WE 4.5 161-1' A 30',2' C 30 33 36 40 246 B 28 31 34 38 3V4" D 32 34 37 41 39 6 13'-T A 29'-1• C 30 32 36 40 23'A' C 28 31 34 38 35-8' D 33 34 37 41 39 6.5 174" A 26'.7 C 31 32 36 39 27-11• C 29 31 34 37 35-7' D 34 34 37 41 38 611'4' O A 2r-6" D 32 32 35 38 27-' C 30 30 34 37 34'4' D 34 34 37 40 38 6.5 15.6' A 264' D 32 32 35 39 21'48' C 30 30 33 37 33'-T' D 35 35 36 40 38 7 44' A 2T4* D 33 33 35 39 21',7 C 31 31 33 37 37-10' D 35 35 38 40 38 7.5 4-1"A 38 264' D 33 33 35 38 2014' C 31 31 33 38 37-1' D 36 38 38 40 37 8 81 ' 6 A 24'-11' O 34 34 35 38 201.7 0 32 32 33 36 31'4' D 37 37 37 39 37 8.5 8'6 A 24'4' 0 34 34 34 38 18'4' D 32 32 33 38 30'4' 0 37 37 37 39 37 9 T6 A 23'-11" D 35 35 35 38 19'8' D 32 32 32 30 3018'D 1T-11" 37 37 37 39 37 9.5 T-7 A 234' 0 35 35 35 38 15-8• D 33 33 33 36 28'-7' 0 38 38 38 39 37 10 6'6 A 23'-1' D 38 38 38 37 15-T D 33 33 33 35 .29'-1• D 38 38 38 39 38 11 53• A 274' D 38 36 36 37 174' D 33 33 33 35 28'-7 D 39 39 39 39 38 12 S4' A 21'4' D 37 3737 13 37 15-T D 34 34 34 35 2TS' E 40 40 40 40 38 13 S-7 A 21' -7 0 38 UL39 38 38 15 -it' D 34 34 M 34 25.9' E 41 41 41 41 37 14 4.-'- A 2014' D 38 3838 15 38 11 15-" 0 36 35 35 35 11 28'4'E 14'J' 41 41 41 41 37 16 4'6 A 201-7 O 39 38 39 14'-T D 36 35 35 35 25!.W - E 42 42 1 42 F 42 on uou cYone� me r. 10 4 1T4' A 244' C 30 34 38 42 23=10" B 28 32 38 40 3T-1• C 33 35 38 43 WE 4.6 151-11 A 211- C 31 34 37 41 22'-11' 8 28 32 36 39 35'-6" C 34 35 39 43 6 13'-7- A 2T4" C 32 33 37 41 27.7 B 30 32 35 39 34'51' D 34 35 38 42 5.6 174' A 26'.6• C 32 33 37 It 21'4" C 30 32 35 39 334' D 35 35 38 42 6 1114' A 254'C D 33 33 37 40 201-10" C 31 31 35 38 374' O 38 38 38 42 6.6 1015- A 264' D 34 34 36 40 244• C 31 31 34 38 31'4" 0 36 38 38 41 7 44• A 24'4" D 34 34 30 40 14-17 C 32 32 34 38 30'4' 0 37 37 37 41 7.6 4-1' A 23'-10" 0 35 35 36 40 144' C 32 32 34 38 34-1' D 38 38 38 41 86'6 4'4' A 274• D 35 35 36 39 14-11" C 33 33 34 37 2451' 0 38 38 38 41 8.6 44• A 71-10- 0 36 36 38 39 18'-T C 33 33 34 37 25-17 D 39 39 39 41 9 T6 A 2751• D 38 30 38 39 148- D 34 34 34 37 28V' 0 39 39 39 40 9.5 78- A 274• D 37 37 37 39 1T-11" D 34 34 34 37 274r D 40 40 40 40 10 6'4' A 21'4r 0 37 37 37 39 1T -T D 35 35 35 37 2T1' D 40 40 40 40 11 6'3' A 21'4' D 38 38 38 38 16'4- D 35 35 35 38 26'S' D 41 41 41 41 12 516 A 2011• D 38 38 39 39 144' D 38L37] 30 36 38 26.8' O 42 42 42 42 13 63• A 1B'-10" D 38 39 39 39 1514' 0 3636 30 30 38 26'4" D 42 42 42 42 14 4'-7C A 141• 0 40 10 40 40 14'4' D 3737 30 30 37 24'W E 43 43 43 43 15 1'4' A 18'-11' D /t 41 41 .It 14'J' D 3777 31 31 37 23'-17 E 44 10 44 49 20 4 8'-11' A 24'-11' D 77 31 35 38 243' C 25 30 33 36 311' D 29 32 36 40 LIVE 4.5 T-11' A 24'4• D 28 J7 34 38 144' D 28 29 32 36 30V' 0 30 32 35 38 6T-1' 4'-10' A 2751 D 28 31 34 38 14.8' D 28 29 32 38 2V-7 D 30 32 35 39 5.5 6'S A 274'D D 29 30 34 37 1T-10" D 27 29 32 35 26'-' D 31 31 35 38 6 6'-11' A 21'-0' D 20 30 33 37 1T4- D 27 28 "35 34 2TS• D 32 32 SS 38 6.6 64' A 21'3' D 30 30 33 37 16'4' D 27 28 31 34 2914" E 32 32 34 36 7 V-1' A 244' 0 30 30 33 36 1514' D 26 28 31 34 26'-1" E 33 33 34 38 7.6 4'6A A 201-'0 E 31 31 33 36 16-1' D 26 28 30 34 25'6 E 33 33 34 37 8 4'4' A 144' O 31 31 33 30 1474' D 26 26 30 33 24'-11' E 34 34 34 37 9.6 4'3' A 144' D 32 32 32 36 14'4• D 28 28 30 33 241' E 34 34 34 37 9 T-11' A 14-0' D 32 32 32 38 131' 0 29 29 30 33 244" E 35 35 35 37 9.5 3'4' A 18'51' E 33 33 33 36 13'-1' D 29 29 20 33 2T-7' E 35 36 35 37 10 T -W A 18'4' E 33 33 33 35 17.8' 0 29 29 29 32 23-7 E 36 36 36 37 11 TQ' A 1T4' E 33 33 33 35 11'-11' 0 29 29 29 32 7lS' E 36 39 36 38 12 7-11• A 144' E 34 34 34 35 11'-' D 30 30 30 3121'4' E 37 37 37 37 13 76 A 16'-1- E 34 34 34 34 1014' D 30 30 30 31 21U• E 38 38 38 36 14 76 A 164' E 35 36 36 35 143' D 30 30 30 31 2014' E 38 38 JB 38 15 71- A 164' E 36 36 36 35 46 D 31 31 31 37 2013' E 39 J9 3B 519 30 4 8'-0' A 2T-1' D 28 31 34 37 18'4' 0 24 29 32 36 20'-1• E 28 32 36 38 4.6 5'-4" A 27,2' D 27 30 34 37 1T4• 0 25 28 32 3S 28'4- E 29 31 35 38 5 4'-10' A 21'4' D 27 30 33 37 15A"0 0 25 28 31 35 2r -W E 30 31 34 38 5.5 4'4' A 20'4'D D 28 30 33 38 15 -11• D 26 28 31 34 2 5'-• E 30 31 34 38 8 4'4' A 2013• E 29 30 33 36 16-1• D 26 28 30 34 264' E 31 31 34 37 8.6 T-8' A 191-8" E 29 29 33 38 14'-6' 0 28 27 30 33 24'4' E 31 31 34 37 7 3S• A 14.7 E 30 30 32 36 13'4' D 27 27 30 33 24'8' E 32 32 33 37 7.5 7'3• A 1814' E 30 30 32 36 1T-7 D 27 27 29 33 23-7' E 32 32 33 37 8 s'-0' A i§�' @ 3i 3i 32 35 iP�° 0 27 47 20 34 23'-1' t- 33 33 33 37 8.6 7-10' A 1T-101 E 31 31 32 35 17-7' D 27 27 29 32 22'4' E 33 33 33 36 9 74' A 1T4• E 31 31 II 35 11'4" D 27 27 29 32 27.7 E 38 34 34 38 9.6 26 A 1V-10• E 31 31 31 35 11'4• D 28 28 28 31 21'-10' E 34 34 36 10 74' A /6'S' E 32 32 32 34 11'-0• D 78 28 28 31 aa, E 35 35 36 11 73' A 15.8' E 32 JZ 32 34 1014' 0 28ZB3t 30 30 32 24.9• E 35 35 38 30 4 6'4- A 23'-1• D 26 32 36 39 154' D 28 31 34 37 2F-1• E 30 32 35 39 4.6 5'1' A 27-7 - 0 29 32 35 39 1T-6' 0 27 30 33 37 28'4- E 31 31 35 38 b 4'-10 A -2V-M-. -0.. .. 29 32 35 39 16'4' 0 27 30 33 36 2T4' E 32 32 34 38 5.6 4'4' A 274' D 30 31 35 38 16-11' 0 27 29 32 36 26'3' E 32 32 34 38 8 4'4" A 208' E 31 31 34 38 15-1' D 28 29 32 35 25151' E 33 33 34 37 8.6 36 A 144'31 31 31 34 38 14'4' D 28 29 32 35 24'4' E 34 34 34 37 7 3'51' A 14.7 E 32 32 34 38 13'4' D 28 28 31 35 24-7 E 34 34 34 37 7.6 3'3" A 18'4• E 32 32 34 37 13'3' 0 29 29 31 34 23-7' E 35 35 35 37 .8 3'4- A 144' E 33 33 34 37 124' D 20 29 31 34 23'-1' E 35 36 36 37 8.5 7-17 A 1T-10• E 33 33 33 37 17.7 0 29 29 30 34 2751' E 36 38 38 36 9 7.6' A 1T4• E 33 33 33 37 11'4' D 29 29 30 33 27.7 E 38 36 38 38 9.6 74• A 14-17 E 34 34 34 36 114' D 29 29 30 33 21'-10' E 97 37 37 37 10 751" A 16'4' E 34 34 34 36 114' D 30 30 30 33 21'4' E 97 37 37 37 11 73' A 1516 E J/ 34 34 38 141' D 30 30 30 32 24.9• E 38 38 38 38 71WAMT Paye 4 41i 21 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREAS 12 Ge 3"x6" Steel C Beam Detail 16 Ga 35(8" Stee C Beam Detail Double 12 Ga 3'x8" Steel C Beam and A) 12 Ga 3"x18" S C Beam Detai 16 Ga 3'x8" Steel C Bearn(Detail Double 12 Ga 3'50'S C Beam a AY) TABLE 6.6 Attached Freestanding or Attedled Freestandi g or Attached Freestanding or TABLE 6.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Mudtle en Units Structure Muldspan Units Structure Multls an Units Structure Muftis an Units Structure Muftis an Unita Structure Multispan Units GROUND TRIB MAIC POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENOTN GROUND TRIS MAX POS MAXtjE LENGTH MAX MAX POST LENGTH MAx MAX POST LENGTH SNOW WIDTH POST REOD POST MIN FOOTER V I 17 I 16 POST MINLFOOTER V I 17 1 IS POST MIN FOOTER 8' I 17 ' 15 SNOW WIDTH POST E POST 1 15 POST MIN FOOTER 8' ' 17 I 19 POST IN FOOTER v I 17 I 19 LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED FOO SPACINGPOSE CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOO LOAD (FT) SPACING FOR SPACIN FOO SPACINGPOST SUE CONSTRAINED FOO SPACING 612E CONSTRAMED FOOTES (PSF) ON SLAB SLAB (Fr) TYPE 'B •4• -e- -d (FT) TYP-C •,r -T (FT) TYPE •d 'T •B' -6• (PSF) ON SLAB SLAB (FT)'C (FT) TYPE -C v •R' •? (Fn P Y -� -d- POS � 'd - N n in In ti N N i1 ti M in ti ti N h 90 MPH EXPOSURE C 00 MPH EXPOSURE B 20 4 8'-11' A 24'-11' D 28 33 38 40 20'-31 C 27 3134 0 38 91'x' D 31 94 97 4/ 60 4 S-0' A 184" E 24 29 32 35 17-10• D 22 28 29 32 23'-1' E 26 30 93 37 WE 4.6 T-11• A 24'-0• D 29 32 96 40 18'41- D 27 31 34 38 30'.9' D 32 34 37 41 A 4.5 71' A ITA' E 26 29 32 35 11'-11' D 22 28 29 32 27.Y E 27 30 33 30 A 5 7"-1" A 23-7 D 30 32 36 38 1814' D 28 30 34 37 28'-2• D 33 33 37 41 A 6 7A• A 161.4• E 26 28 31 35 11'r D 22 28 28 31 21'A• E 27 29 32 38 A 6.6 54- A 273 D 31 32 35 39 1T-10" D 28 30 33 37 28'.9' D 33 33 37 40 A 5.6 7-7 A 15-10' E 28 28 31 34 101.4• D 22 25 26 31 2OW E 28 28 32 36 A 6 5'-11' A 21'4T 0 31 32 35 39 1T4Y D 29 30 33 36 274- 0 34 34 36 406 A 18'-1" 74' A 15'-7 E 29 28 31 34 9'-11• E 23 26 27 30 20',2" F 29 29 32 35 A 6.6 63A 32 21'.9" D 32 32 36 39 164" D 29 29 33 36 2810" E 34 34 36 40 A 8.6 1'-10" A 14'-T E 26 27 30 33 9'-6' E 23 26 27 30 174" F 29 29 32 35 A 7 6'-1• A W.S. D 32 32 35 38 1616- D 30 30 32 36 26'-1' E 35 35 36 40 A 7 11A• A 14'-1' E 27 27 30 33 P4Y E 23 24 27 30 19$ F 30 30 32 35 A 7.6 443" A 20.1• D 33 33 34 38 16-11 D 30 30 32 35 2641 E 36 36 30 39 7.6 1-7' A IT -71 E 27 27 30 33a E 23 24 26 29 184Y F 30 30 31 35 8 43 A 17-V D 33 33 34 38 14'6' D 30 30 32 35 24'-11" E 38 36 36 39 8 1'A' A /T.2' E 27 27 29 33 E 23 24 28 29 18'-4' F 31 31 31 35 8.6 4'Q- A 194• D 34 34 34 38 14'6' D 30 30 31 35 245• E 37 37 37 39 8.6 1.4' A 17-v E 28 28 29 32 E 24 24 26 29 1T-11• F 31 31 31 34 9 3'-11• A 18'4T D 34 94 94 37 1T6' D 31 31 91 34 24'4Y E 37 97 37 98 8 14• A 176' E 28 28 29 32 E 24 24 26 28 1T -T G 31 31 31 34 6 31-W A 18'4' E 35 35 35 37 13'-1" D 3131 31 34 23-T E 37 37 37 39 9.5 1'1• A 17-Y E 2B 28 29 32 E 24 21 25 28 IT.7 G 32 32 32 34 90 MPH EXPOSURE C 10 343' A 164' E 35 35 35 37 176' D 31 31 31 34 23',7 E 38 38 36 38 11 3'-7 A 1T$ E 38 30 36 37 11'-11' D 31 31 31 33 2746' E 39 39 39 39 12 7""" A 164' E 98 38 36 36 11'1• D 32 32 32 33 21'4' E 39 39 39 39 13 74• A 16-1' E 37 37 37 37 106- D 32 32 32 32 21'1• E 40 40 10 40 25 4 T-7 A 24'-T D 27 31 34 38 10-11• D 25 30 33 36 30-11• 0 29 32 38 Be 21' 4.5 64' A 23'-7* 0 27 31 34 38 191-7 D 26 29 32 36 29'4" D 30 32 35 39 5 5 64' A 276' 0 28 31 34 37 1811- D 26 29 32 35 284- E 30 32 35 39 9.6 6.5 51.2" A 22'-1' D 29 30 33 37 ITA- D 26 29 32 35 2T-10' E 31 31 35 38 4' 6 441 A 21'3 0 29 30 33 37 16'4' D 27 28 31 35 214' E 32 32 34 38 9 e.6 4'5• A 20-10' D 30 30 33 37 1616• D 27 28 31 34 264' E 32 32 34 38 126' 7 4'-1• A 20'4' E 30 30 33 38 16.4• D 27 28 31 34 25'4- E 33 33 34 38 8.51 7.5 3'-10- A 19'-11• E 31 31 33 36 14'4" D 28 28 30 33 26'-1' E 33 33 34 37 17 8 3'-T A 101-W E 31 31 32 36 14'-1• D ' 28 28 30 33 24'-T E 34 34 94 37 16.6' 8.5 3'4• A 18'-1" E 32 32 32 36 1Y-7' D 28 28 30 33 24'-1' E 34 34 34 37 9 3'-7 A 78'4' E 32 32 32 36 13'-i" D 28 28 29 33 23'-T E 35 35 35 37 8.5 3'4T A 1813 E 32 32 32 35 174• D 29 29 29 32 23',2• E 35 1 35 35 37 10 7-19 A 17''-. E 33 33 33 35 17S• D 29 29 29 32 274' E 35 36 35 38 11 7-T A 1T-1' E 33 33 33 35 11'-T D 29 29 2B 92 27-1• E 36 38 36 96 25 4 7'-2" A 24'-7" D 28 33 36 40 19-11" D 27 3134 31 38 30'-11" O 31 94 37 41 21' 4.5 64" A 23'-T D 29 32 36 40 19,2' D 27 31 34 38 28'4" D 32 33 37 41 5 6 V -S' A 274- D 30 32 35 39 11.3" D 28 30 34 - 37 28'4- E 32 33 37 41 9.6 5.5 61-T A 27-1" D 31 32 35 38 1T3 D 28 30 33 37 2T-10" E 33 39 36 40 4' 6 4'3 A 21'3 D 31 32 35 39 156' D 29 30 33 38 2T4Y E 34 34 38 40 9 6.5 43 A 20'-10' D 32 32 36 38 166- D 29 29 32 38 264' E 34 34 36 40 126' 7 4'-1• A 204• E 32 32 34 38 164• D 28 29 32 36 2T -S' E 35 35 36 39 8.51 7.6 3'-10" A 18'-11• E 33 33 34 38 14'4- D 30 30 32 35 26'-1' E 35 35 35 39 17 8 7-7' A 193 E 33 33 34 38 14'-1' D 30 30 91 35 241T E 36 38 38 39 16.6' 9.6 34" A 19-1" E 34 34 34 38 /3'-T D 30 30 31 34 24'-1' E W 38 39 39 8T-7 A 194• E 34 34 34 37 IVA' 0 30 30 31 34 23'-T E 37 37 37 39 9.5 34T A 195' E 35 35 35 37 174r D 31 31 31 34 23-7 E 37 37 37 38 10 7-19 A 17'-11" E 35 35 3S 37 175- D 31 31 31 34 274" E 38 38 38 Be 117-T A 1T-1' E 35 35 35 37 11'-T D 31 31 31 33 22'-1" E 39 39 39 39 12 74' A I. E 38 W 38 36 10-11' I D 1 31 1 31 1 31 1 33 If 21'5• E 39 39 39 39 L9CntKAL IKN5IKUUIIUN5 ruts 111"t: 1AULtJ 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2 CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE NAND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM TABLES 4.1 TO 4.8 THAT HAS ADEQUATE CL EARSPAN FOR YOUR NEEDS. 6. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.6 OR CALCULATE FROM TRIBUTARY DIAGRAM ONS002 PAGE 2 OF 2 IL CHOOSE A HEADER FROM TABLE 5.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 00 4 34Y A tr4• E 28 30 34 37 17-10' D 23 28 31 34 23'-1' E 28 31 35 38 21' 4.6 74' A ITS" E 26 30 33 37 11'-11" D 23 27 30 33 27.7 E 29 31 34 36 5 5 73 A IV -r E 27 30 33 36 11'-7 D 24 27 30 33 21'6• E 29 31 34 38 9.6 &5 72 A 15'-10' E 27 29 32 36 106" D 24 28 29 32 206" E 30 31 34 37 4' 676- 8.6 A IV -7' E 26 28 32 35 9-111 E 24 26 28 32 20-7 F 31 31 34 37 9 6.5 V-10- A 14'-T E 28 29 32 35 046'E 7' 24 26 28 31 lr4' F 31 31 33 37 126' 7 116' A 14'-1' E 29 29 31 35 914Y E 26 25 28 31 10,T F 32 32 33 37 8.51 7.6 1'-T A 13'-T E 20 28 3134 131 8'-T E 25 25 28 31 IV -r F 32 32 33 38 17 B 1'4' A 13'-2• E 29 29 31 34 9.6 E 1 25 1 25 1 27 1 30 104' I F 1 33 1 33 1 33 1 36 OVER- HANG Post Description Maximum Footing Max Height: TABLE 6.6 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURE9 0.041"ff fd" Steel Clover d = 23" 12' D 8' 9 10 11' 17 13' 14' 1S 16' 1T 18' 10 20 21' 27 0 1' 1.6 6 5.5 V &6 T 7.6 v 8.5 9 9.6 10 10.5' 11' 1' 4.5' S 5.6 5 6.6. T 7.6' 9 8.5 9 9.6. 10 10.5' 11' 11.6' 7 6 5.6 5 8.5 7' 7.6 v 8.6 9 9.6 10 10.6 11' 11.6 17 S S.6 9 6.5 T 7.5 B' 8.5' 9 9.6 19 10.5 11' 11.6' 17 125 4' 6 8.6 T 7.5 8' &5 9' 9.S 19 10.5' 11' 11.5 17 125 13' 6' &6' T 7.5 8' 8.5 9 9.6 10' 10.5, IT 11.6' 17 726 13' 13.5 0' 7' 76 e' 8.6 9' 9.6 10 10.5' 11' 11.6 17 126' 13' 13.5' 11' T 7.5' v 8.6 r 8.6 to 10.6' 11' 11.6' 17 126 13' 13.5' 14' 14.6' 8' r 8.51 9 9.6' 19 10.6' 11' 11.6' 17 126' 131 13.6' 14' 14.6' 16 s, 8.6 9 8.6 10' 10.6 11' 11.6 17 126 13' 13.6' 14' 14.61 15 16.5' 10' 9 9.6 19 10.6 11' 11.6 17 126' 1T 13.6' 14' 14.6' 15' 16.6' 15 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.8 S. FIND THE O/C SPACING OR 0 OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.5 SLAB & USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE TABLE 5.8 Port Requirements for Freestanding Structures Post Description Maximum Footing Max Height: POST 0.041"ff fd" Steel Clover d = 23" 12' D 0.041"xT5 3" Steel Clover d = 23' V E 0.188"x 3"x3" Steel Square d = 37' 15' F 0.18814'x4" Steel d = 44" IV 0 0.1885c55c5" Steel Square d = 49" 18' H Amerlmax Building Products Carl Putnam, P. E. 5208 Tennyson Parkway 3441 "nk Place Plano, Texas 75024 Lynchburg, VA 24603 (434) 3842614 Cariputn arnimcomeast,net Ftp 7!6/2007 Page 5 of 21 SOLID COVER 6.0 POST 1 AOLC O.D Auumeu ' rree3uuming Or ADa41ea rreesT811O1r1g or Auacne0 rreesl8noing or 1 AD Lt O.6 A[reanso rrueSlE curlg or AnameO FreestanOing or ARSCneO Fre88tan01rlg or Structure Minds an Units Structure Muds en Units Structure MuWs an Units Structure MuMs en Units Structure Muftis an UNts Structure MuMs an Urdts GROUND TRIG I MAX I POST I MAX MAIC POST LENGTH MAXLFOOTER MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIG MAX IGS MAX MAX POST LENGTH MAX MAX POSTLENGTH MAX MAX POST LENGTH SNOW WIDTH POST REOD POST MIN FOOTER 9 I 19 I 17 POST M 9 I 19 I 17 POST JMMINFOOTER 8'I19I17SNOW WIDTH POST E POST MM FOOTER 9 I 10 I 17 POST MIN FOOTER r I 19 I 17 POST MM FOOTER 8' I 19 I 17 LOAD (FT) SPACING FOR SPACM POST HIE CONSTRAINED F SPACIN POCONSTRAINED FOO SPACIN SIZE CONSTRAINED FOO LOAD (FT) SPACING FOR SPACIN POS SIZE CONSTRAINED FOO SPACIN POST SM CONSTRAINED FOO SPACING SIZE CONSTRAINED FOOTS(PSF) ON SLAB SLAB (FT) TYPE '4' '0' 'd' •S (FT) TY•Q' 'd -d' (FT) '4- 'C -d- -d- (PSF) ON SLAB SLAB (FT) TW 'C .2 '4' 'Q' (Fr) TWE -d -,r -4• -41 (Fr) w •r. •d• •4' (I") in b n h In N to b in b b b b in b h inin n 90 MPH EXPOSURE B SO MPH EXPOSURE B 10 10 4 1T-01 A W-11- A 19 24 26 27 13'-0• A 21 28 28 29 /8'J' A 23 27 28 30 4.5 LIVE 4.6 16'-1- A Ir4r A 18 24 25 28 174• A 22 28 27 28 16'-T B 23 27 28 30 131-T A 5 13'-T A 8'4• A 20 23 25 26 174r A 22 28 27 28 15'-1" B 24 28 28 29 A i41 6.6 174' A T-8• A 20 23 24 25 11'-7 A 23 25 27 28 14'-7' B 24 28 28 29 _ A 6 11'4' A T-2' A 20 23 24 25 11'4- A 23 25 27 28 14'•28 23 25 28 28 29 A 21. 6.5 19.6' A S4- A 20 22 23 25 19-T B 23 26 26 27 134' B 25 26 27 29 21 23 7 P-- A 6'-' A 20 . 22 23 24 17.7 B 23 25 28 27 13'S B 28 26 27 28 23 24 7.6 1-1• A S-11• A 20 22 13 24 B'9' B 24 24 28 27 131-7 B 28 28 27 28- 24 25 8 8' 41 A T -T A 20 21 71 23 V -S' B 24 24 28 27 17-10• 8 27 27 27 28 24 9-T 8.6 9-0' A 614• A 20 21 22 23 9-2 B 24 24 25 28 17-7' B 27 27 27 28 6'-f0•8 B 9T4' 20 A S-0' A 20 21 22 23 9'-10- 8 24 24 26 28 174' B 27 27 27 28 B 26 9.5 T -T A 4'-10' A 20 20 22 23 8'-T B 25 25 25 28 17-2•B 22 28 28 28 28 26 28 10 614' A 4'-T A 20 20 21 22 8'4- 8 25 25 26 28 11'-11• C 28 28 26 28 27 27 11 V -T A 4'-7 A 20 20 21 22 T -it• B 26 25 26 28 11'-T C 28 28 28 28 27 27 12 614' A T-11• A 20 20 20 21 T -T T -T A 22 26 25 11'-• C 20 29 28 29 27 19-' 13 S-7 A T -T A 20 20 20 21 T-- A 2222 26 26 1C-11• C 30 30 30 30 19-0' C 14 4'-10' A 3'4' A 21 21 21 21 8'-11- J-1- M.. 28 26 101-' C 30 30 30 30 C 32 1 15 4'4• A T-2' A 21 T1 21 21 614' 28 28 10'-' C 31 31 31 31 10 4 1T-0" A 9-11' A 2120 21 27 28 17.7 A 22 27 28 30 15-7 A 24 28 29 31 UVE 4.5 15-1• A 0'-0•A A 21 25 28 28 11'4' A 23 27 25 30 14'-T A 24 28 29 30 22 5 131-T A 14- A 21 25 25 27 11'-' A 23 28 28 29 14-1' B 25 27 29 30 22 5.5 174' A i41 A 21 24 25 27 10-111 A 24 26 28 29 13'4- B 26 27 29 30 23 6114- 6=11' A T4' A 21 24 25 28 1C -T A 24 26 28 . 29 13'-- , B 20 27 26 30 23 8.6 10'47 A 61$ A 21. 23 25 2e 10'4•A B 25 28 27 29 17-11' B 28 27 28 30 24 7 947 A 61-' A 21 23 24 25 1C-1' B 25 20 27 28 17-T B 27 27 26 28 24 7.6 9-1• A V-11• A 21 23 24 25 94• B 25 26 27 28 174' B 27 27 28 29 24 a61-6* 41 S A 5'-7' A 21 22 24 25 9S' B 26 20 27 28 17-1' B 28 28 28 29 26 8.6 9.01A A 614- A 22 22 23 24 9-T B 26 26 27 28 11'-1P B 28 28 28 29 28 9 T4' A 61-0• A 22 22 23 24 6'-f0•8 B 28 20 28 28 11'-T B 28 28 28 29 25 9.6 T-21 A 4'-10- A 22 22 23 24 9-T B 26 20 26 27 11S' B 29 29 29 29 25 10 94" A 4'-T A 22 22 22 23 94• B 26 28 28 27 111-7 B28 26 29 29 29 9s 11 61.2' A 4'S A 22 22 22 23 T-11' B 27 27 27 27 19-17 C 30 30 30 30 12 614' A 7-11' A 22 72 22 22 r -71B C 27 27 27 27 td41 C 30 30 30 30 13 51-2 A T -T A 22 22 22 22 T-- 8 27 27 27 27 19-' C 31 31 31 31 14 4'-10' A T4• A - 2222 20 22 9-111 B 28 28 28 28 19-0' C 31 31 31 31 16 *11 A 3 2- A 22 22 22 22 94• 1 B 1 28 28 28 28 94' C 32 1 32 1 32 1 32 20 4 9-11' A 6'-10' - A 16 21 23 24 941 B 10 24 26 27 13'-1' B 21 25 27 28 LIVE 4.5 T-11• A SJ' A 16 21 22 23 9-7 B 20 24 26 28 /7-T B 22 28 27 28 22 5 T-1' A 4'-10' A 16 20 22 23 8'-T B 20 24 26 28 121,7 B 22 26 20 28 22 5.5 8'4' A 4S- A 18 20 21 22 F -r B 20 23 26 25 11'4' C 23 26 28 28 23 6 6=11' A 4'-1' A 18 20 21 22 741 B 20 23 24 25 111.6' C 23 26 25 27 23 8.6 614' A T4' A 17 18 20 21 T.6' B 21 23 24 26 11'-1• C 24 25 28 27 24 7 S-1• A 74• A 17 19 20 21 T.2" B 21 23 24 28 19-1P C 24 24 26 27 24 7.5 4'4" A 34' A 17 18 20 21 9-10' B 21 22 24 25 19-T C 24 24 28 27 24 8 41 S A 1-1• A 17 18 19 20 9-T B 21 22 23 24 194' C 25 26 25 27 26 8.5 W --A A 7-11• A 17 18 18 20 Sw B 21 22 23 24 19.7 D 25 25 25 27 28 8 T-11' A 741 A 17 18 19 20 9-" B 22 22 23 24 194" 0 25 25 26 28 25 9.5 3'4' A 741' A 17 1818 18 20 W -W B 22 22 23 24 94' D 28 28 28 26 25 10 T4' A 741 A 17 17 18 19 51-10' B 22 22 23 24 9-T D 26 28 26 28 9s 11 T-7 A 74• A 17 17 19 19 614' 8 22 22 22 23 9Q" D 28 28 28 28 12 7-11' A 7-1• A 17 18 19 20 6,7 C 23 23 23 23 94•D 27 27 27 27 13 74" A 1'-11• A 17 1B 18 20 4'-11' C 23 23 23 23 91 D 27 27 27 27 14 74' A 1'-19, A 17 18 20 20 4'4" 1 C 1 23 1 23 23 1 23 9-1• 0 1 27 1 2727 27 16 74' A 1'-8' A 17 19 20 21 4'4' C 23 23 23 23 T -P D 28 ZB 28 28 30 4 614r A 4'-19, A 15 20 22 23 8'4r B 18 24 26 26 17-1' C 21 25 28 28 Zt 4.6 6'4' A 4'4" A 16 20 21 22 8'-11 8 19 23 25 28 11'-8' C 21 26 26 27 22 5 4'-10' A T-11' A 15 18 21 22 T4" B /9 23 24 25 111-7 C 22 25 28 27 22 6.6 4.4• A T -7"A A 16 /9 20 21 TJ' B 18 23 24 25 10'-11" D 22 24 28 27 23 644' 4'-0' A 3.4' A 16 18 20 21 T-11• B 20 22 24 26 17-T D 23 24 26 27 23 6.5 3'4' A Y-1' A i6 1B 19 20 6'-T C 20 22 23 24 101.7 D 23 24 25 27 24 7 3S' A 7-10' A 15 18 19 20 8'•T C 20 22 23 24 174" D 23 24 26 26 24 7.5 3'-T A 7.8' A 16 18 19 20 94' C 20 22 23 24 9'-10• 0 24 24 25 26 24 8 3'-0" A 74' A 18 17 1819 20 d°-10' C 20 21 2$ 24 7-T D 24 24 26 28 26 8.6 7-17 A 7S A 18 17 18 18 5'-7'4• C 21 21 22 23 91 D 24 24 25 28 28 8 74' A 7-" A 18 17 18 19 618 C 21 21 22 23 9-1. D 25 25 26 28 25 9.5 74' A 7-T A 16 17 18 19 S-' C 21 21 22 23 8'-10• D 25 25 26 ZB 25 10 7.6• A 7-0" A 18 17 18 18 51-11 C 21 21 22 23 9-T D 2S 26 26 26 9s 11 1 7.7 A 1'-10' A - IB 17 18 19 4'-10' C 21 21 22 23 8'.T D 25 26 26 26 96 MPH FXPOBLIRF C 30 4 V -(r A 4'-17 A 10 21 23 24 8'-B" B 20 25 26 27 17-1' C 22 25 26 28 Zt A5 614' A 447 A 18 21 22 23 B'-1• B 20 24 28 77 11'-8- C 23 25 28 27 22 5 4'-17 A 7-11' A 18 20 22 23 T-8• B 20 24 25 27 11'J' C 23 25 20 27 22 5.6 4'4- A 31-r A 18 20 21 22 T-- 8 21 24 25 28 1a-11• D 24 24 26 27 23 8 4'-0' A 3'4' A 18 20 21 22 6`41' 8 21 23 26 28 19-T D 24 24 28 27 23 8.6 S4' A 7-11 A 18 18 20 21 8'-T C 21 23 24 28 10'-7 0 25 25 25 27 24 7 3S1 A 7-17 A 1818 A 20 21 SJ" C 21 23 24 25 174• D 215 25 25 28 24 7.5 31 ,7 A 74'A 7.6 17 19 2021 A S-0" C 22 23 24 25 8'-10' D 25 25 26 26 24 8 3.41 A 74" A 17 18 19 20 S-iP C 22 22 24 25 9-T D 28 26 26 26 26 8.5 7-10• A 747 A 17 18 19 20 S -T C 22 22 24 25 94• D 2B 28 28 26 28 974' 26 A 7-' A 17 1B 18 20 6141 C . 22 22 23 24 9-1' O 22 28 26 26 25 9.5 741 A 7.T A 17 1B 18 20 S-' C 22 22 23 24 8'-10' D 28 28 28 28 25 107 A 7-0" A 17 18 19 20 $'-1' C 22 22 23 24 B' -T O 21 27 27 27 9s 11 7Q' A 1'-17 A 17 18 19 20 4'-101 C 23 23 23 24 9,7 D 27 77 27 27 40 90 MPH EXPOSURE C 40 4 4.41 A S47 A 15 20 21 22 T.6' B 18 24 25 4-01 11'4' D Zt 28 27 28 21 4.6 4'-0• A T4" A 15 20 21 22 61-11' B19 T-/' 23 25 26 19-T 0 22 25 27 28 23 5 3'-T A 1-1• A 16 19 20 21 64' C 19 23 24 26 19.7 0 22 25 27 28 3-0' 6.5 3'-- A 741 A 15 19 20 21 61-7 C 20 23 24 25 9-111 D 23 25 26 28 17 6 347 A 7-T A 16 16 19 20 SAW C 20 23 24 25 9-T 0 23 25 29 27 20 6.5 74' A 74' A 15 18 19 20 S-7' C 20 22 24 25 94' D 24 25 28 27 7 7-7' A 7-T A 15 1B 19 2D 514' C 20 22 23 24 9-11• O 24 24 26 27 A 7.6 7.6' A 7-11 A 16 17 18 19 61-1• C 20 22 23 24 S.S. D 24 24 28 27 4'-T 8 2U- A 1'-11' A 16 17 18 18 4'-11• C 21 22 23 24 94• 0 26 25 20 21 22 9.6 7-1' A 1'-101 A 16 17 18 19 441 C 21 21 23 24 8'-11O 28 26 26 9 74' A 11 4' A 15 17 18 19 4'-T C 21 21 22 23 T -1P D 25 25 26 28 9. 6 1'-11• A 1'4' A 15 18 19 20 4'41 C 21 21 22 23 r -7"D 25 26 2 10 1' 4" A 1'-T A 16 1B 19 20 4S" C 21 21 22 23 T.B" n 9s 95 S 40 4 4'4" A 314• A 14 19 20 21 T4" B 18 23 24 25 4.6 4-01 A T4• A 14 18 20 21 9-11' B 19 22 24 25 6 3'-T A T-/' A 14 18 18 20 6'd C 19 22 23 24 5.6 3'-3' A 741 A 14 18 19 2D 61-' C 20 22 23 u 6 3-0' A 7-T A 14 18 19 19 61-10' C 20 21 23 24 ^ 8.6 74" A 74" A 14 17 18 19 61-T C 20 21 22 23 [V� 7 7.6 7-T 7-6" A 7,T A 14 17 1B 19 614• C 20 21 22 23 �T A 2-1' A 1117 18 18 6'-1' C 20 21 72 29 8 Y-' A 1'-111 A 11 16 17 18 4'-11' C 21 21 72 29 '1 8.6 1 7-11 I A 1'-10` 1 A 14 16 17 1B 4'4' 1 C i 21 1 21 22 1 23 9 7-0' A 1'4' A 11 17 18 18 4'-T C 21 21 21 22 9.6 1'-11• A 1'4' A 14 17 1B 19 1'S C 21 21 21 22 ` 7/612007 Page 6 of 21 FEB 0 4 2008 SOLID COVER 6.0 POST 'Wifornla Extruded Fascia Detail GClassic Extruded Fasda Detail H 6.5" Ro I Farmed F6 Attacted Freestandng orAttached Freestendrlg or TABLE 6A Attachetl Structure Murds en Unfts -Structure Multls Units Struchm MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIB MAX P MAX POST MIN FOOTER V I 10' I 17 POST MIN FOOTER 8' I 10 I 17 SNOW WIDTH POST EO POST MIN FOOTE PACIN POS SIZE CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOO LOAD (FT) SPACING FOR 6PACIN POS SIZE (FT) TYPE -d' "d' -,r v (FT) TYP "d' •d' 'd- "d' (PSF) ON SLAB BLAB (FT) 'd' m m m m In m m m 00 MPH EXPOSURE C 20 TABLE 6.3 8'-11" A Ma FreestBflg or A 17 23 24 25 Structure Structure 8 Multls n Units IROUND TRIS MAX POST MAX 23 27 MAX POST LENGTH SNOW WIDTH P06T REO'D POST MIN FOOTER V I /0 I 17 LOAD (FT) SPACING FOR 6PACIN POST SIZE CONSTRAINED FOOTE (PSF) 17-T ONS SLAB (FT) TYPE 28 I I 5 T-1' A 4'-10' A 17 (in)MI Iln (m1 'Wifornla Extruded Fascia Detail GClassic Extruded Fasda Detail H 6.5" Ro I Farmed F6 Attacted Freestandng orAttached Freestendrlg or TABLE 6A Attachetl Structure Murds en Unfts -Structure Multls Units Struchm MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIB MAX P MAX POST MIN FOOTER V I 10' I 17 POST MIN FOOTER 8' I 10 I 17 SNOW WIDTH POST EO POST MIN FOOTE PACIN POS SIZE CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOO LOAD (FT) SPACING FOR 6PACIN POS SIZE (FT) TYPE -d' "d' -,r v (FT) TYP "d' •d' 'd- "d' (PSF) ON SLAB BLAB (FT) 'd' m m m m In m m m 00 MPH EXPOSURE C 20 4 8'-11" A 5-10• A 17 23 24 25 V-0" 8 i 20 28 27 28 IVA' B 23 27 28 30 LIVE 4.5 T-11" A 5'1" A 17 22 23 24 51-7 B 21 25 27 28 17-T B 23 27 28 28 5 5 T-1' A 4'-10' A 17 21 23 24 V -T 8 21 25 28 27 12'-7 B 24 28 28 29 6.5 5.5 VS A 1'-6" A 18 21 22 .23 a'-7 B 22 24 28 27 11W C 24 26 28 29 6 a P-11• A 4'-1" A 18 21 22 23 T-0'8 20 22 24 28 27 71'6 C 25 26 27 29 6.5 6.5 6'S A 3'-0" A 19 20 21 22 T-6" B 22 24 25 26 11'-1' C 25 28 27 28 7 7 6'-1" A 3'-0" A 18 20 21 22 T-2' 8 22 24 25 26 10-I0" C 28 26 27 28 7.5 7.6 4'F' A 3'-4" A 18 20 21 22 WAD" 8 23 23 25 28 10-T C 20 26 27 28 8 84'S A A 3'-1• A 18 19 20 21 1 B 23 23 25 20 10-4' C 26 26 27 28 8.6 a.6 4'-2' A 7-11• A18 18 78 20 21 5'S B 23 23 24 25 10-r 0 27 27 27 28 9 9 7-11' A 74" A 18 19 20 21 51-7 B 23 23 24 25 101-0' D 27 27 27 28 B.6 9.5 3'4" A 7-0" A 18 19 20 20 V-0" B 23 23 24 26 V-0' 0 27 27 27 28 10 10 TS A 74" A 18 1a 18 20 V-10• B 23 23 24 25 V -T 0 28 28 28 28 11 11 3'-Y A 7-4 A18 17 /8 19 20 W-6" B 24 24 24 24 V-7 D 28 28 28 2a 12 12 7-11' A 7-1• A 1B 1B 20 21 61-Y C 24 24 24 24 VA" 0 29 29 29 29 13 7-0" A V-11' A to 10 20 21 11 4'-11' I C 1 21 1 21 1 21 1 24 11 8'S 1 D 1 29 28 1 29 1 29 25 4 r-7 A 61-a A 18 21 22 23 V4' B 1B 24 28 27 17-1P C 2/ 26 27 2B 25 4.5 V-0• A C-1" A 16 21 22 23 9-11" B 1B 24 25 28 12'4' C 22 26 27 28 'd' -cr v 5 v4r A 4'-T A 18 20 21 22 a'S B 20 23 26 26 11'-11" C 22 25 25 25 24 6.5 51-7 A 4'J• A 18 20 21 22 8'-0" B 20 23 24 28 11'-T C 23 25 26 27 24 6 4'$ A 31-11" A 18 18 21 21 r -T B 20 23 24 25 11'-1' C 23 25 28 27 24 6.5 -0 1'" A 3'-e" A to 19 20 21 TJ" B 20 23 24 25 151-11• 0 23 24 28 27 24 7 4'-11 A 3'-01 A18 17 19 20 21 V-11" B 21 22 24 25 W-81 D 24 24 28 27 23 7.5 3'-1 V A Y-7 A 18 1B 20 20 V-0" C 21 22 23 25 10'-0' D 24 24 26 27 23 8 T -T A 3'-0" A 18 18 1B 20 VS C 21 22 23 24 10,2' D 25 25 25 21 23 8.6 34" A 7-10" A 18 18 19 20 W-3- C 21 22 23 24 10'-0' D 25 25 2626 28 9 T-7 A 7-0" A 16 19 19 . 20 V-0' C 21 22 23 24 51-10- D 26 25 25 25 23 B.6 W4r A 7S A 18 17 18 18 V-10" C 72 22 23 24 VF' D 28 26 28 26 22 10 7-17 A 7S A 18 17 18 18 S-0' C 22 22 22 24 VS D 28 26 26 26 11 7-T A 7,2' A 16 17 1B 1B V-0' C 22 22 22 23 V-11' D 28 28 26 26 25 4 T-7 A W-8 A 17 22 24 25 V-0' B 20 25 27 28 17-10" C 22 27 28 30 25 4.6 1.-0- A 5.-'.A FOOTER 17 22 23 24 V-11' B 21 25 28 28 17-0' C 23 28 28 28 'd' -cr v 6 6'4" A 4'-T A 17 21 22 23 6'S 8 21 25 25 27 11'-11" C 24 25 28 2B 24 6.5 6'-2" A 41-3" A 17 21 22 23 W -(r B 21 24 26 27 11'-T C 24 28 27 29 24 6 4'4rS A T-11' A 17 20 22 23 r -T B 22 24 25 27 11'J" C 25 28 27 20 24 6.6 41 A 3'-0" A 17 20 21 22 T r B 22 24 25 26 10-11• D 25 28 27 28 24 7 4'-1• A 3'S A 17 20 21 22 V-11" B 22 23 25 28 10-0' D 26 25 27 28 23 7.6 V-10' A 3'-2" A 17 19 20 21 V4' C 22 23 25 28 151-0' D 2S 28 27 28 23 8 3'-T A 31-0• A 17 10 20 21 VS C 23 23 24 25 101-7 D 20 28 27 28 23 8.6 3.1" A 7-10• A 17 19 20 21 V-3• C 23 23 24 26 10-0' 0 27 27 27 28 a 7-7 A 7-0• A18 1'-7 1 10 20 21 V-0' C 23 23 24 25 V-10' D 27 27 27 28 23 0.6 3'-0° A 7S A 18 18 19 20 9-10' C 23 23 24 26 V-0- D 27 27 27 27 22 10 r -1P A 7-0" A 18 18 19 20 6'4r C 23 23 24 25 51.6• D 27 27 27 27 11 7-T A 2.2' A 18 1B 19 20 5'4' C 24 24 24 24 V-11" D 28 28 28 28 12 244 A 7-0" A 18 18 20 21 6'-1' C 24 1 24 1 24 1 24 V4' D 28 28 26 28 aacncn+auna l rtua, nvna rain 1 nwc uaoara 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 2OPSF MIN) 4. CHOOSE A PANEL FROM TABLES 4.1 TO 4.8 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 6. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.10 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.9 THAT HAS ADEQUATE POST SPACING. T. USE THE APPROPRIATE FOOTER SIZE SHOWN. De ifomia Extruded Fasda Detai G Classic Extruded Fascia Oetell H sestendrlg or Attached Freestanding or 12 Attaehed Freestanding or Aspen Units Structure Multls an UNts 18 Structure Mulls an UNts WLX POST LENGTH MAX 25 MAX POST LENGTH MAX 25 20 MAX POST LENGTH 8' I 10 I 17 POST MIN FOOTER V I 19' I 17 POST MIN FOOTER 9 I 10 I 17 418TRAINED FOOTS SPACING POST SOM CONSTRAINED FOO SPACING 22 SIZE CONSTRAINED FOOTER 'd' "d' •d" (FT) TYPE 'd" 'd' -cr v (FT) P W 'd' -d. •d' 'm m m I. m m m m 17 18 m in In in 90 MPH EXPOSURE 8 50 4 31-0' A 7-71 A 12 18 18 1B V-11" C 18 21 23 24 V-7*D 25 18 24 25 20 7-0' 4.5 7-0" A 7-4' A 12 17 18 19 9-0' C 11 21 22 23 51.7 D 20 23 25 20 7-0' 5 7.6' A 7-1' A 12 17 18 18 6'-2" C 17 21 22 23 0'-0" D 20 23 24 26 7.7 5.5 7.7 A 141" A 12 16 17 18 4'-10" C 17 20 22 23 E'J" D 20 23 24 26 74' 6 74' A 1 W A 12 18 17 18 4'-T C 17 20 21 22 r-1 t" 0 20 23 24 25 1'-10' 6.5 1'-10' A P -T A 12 18 17 17 4'S C 17 20 21 22 T -T D 21 22 24 25 I'4r 7 1-0" A 1148' A 12 18 17 17 4'-7 D 17 20 21 22 r-0" D 21 22 23 24 1'-T 7.5 1'-71 A 1'-6" A 12 16 17 18 4'-0' D 18 20 21 22 T-0- D 21 22 23 24 1'S 8 14' A 14' A 12 10 17 10 T-10' D 18 19 20 21 V-0" D 21 22 23 24 8.6 1 �" A 1' 9' A 12 18 17 18 3'-0' D 18 1B 20 21 0'-0"" 22 2223 24 B 14' A 1 1'-7 1 A 1 12 17 18 1 10 3'-1'D 3'7S0 18 1 B 20 21 8'-0' D 22 22 23 24 8.5 1'-0' A 1'-1' A 13 17 18 18 18 19 20 21 8'-7 0 22 22 22 23 60 4 3'-0' A 7-T A 13 10 19 20 9-11" C 17 23 24 25 V -T D 20 25 28 27 27 4,5 7-0' A 7-4' A 19 18 1B 20 6'-0' C 18 22 23 24 51-2' D 21 25 26 27 6.51 6 7-0' A 7-1" A 13 17 18 18 V-7 C 18 22 23 24 V-8 D 21 24 28 27 10 5.5 7.7 A 1'-11' A 13 17 18 19 4'-I(r C 18 21 23 24 8'-3' D 22 24 25 28 V 5 74' A 1'-0' A 13 17 18 18 4'-T C /8 211 22 23 T-11" D 22 24 26 26 9.51 8.5 1'-10' A 1'-T A 13 18 17 18 1'S C 15 21 22 23 r -T D 22 23 25 2a 13, 7 I'4r A 1'S A 13 18 17 18 4'-7 D 18 21 22 23 TJ" D 22 23 24 26 V 7.5 1'-T A 1'S A 13 17 18 18 4'-0' D 18 20 22 23 T-0' D 23 23 24 26 12.9 8 1'S A 14' A 13 17 18 79 3'-10' D 1B 20 21 22 V-0• D 23 23 24 25 OVER- HANG Freast&ndina Sttucuras v.uv7-7csX: 0.041 Xd X TABLE 8.10 TRIBUTARY WMTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES 0.188 X3 SC FREESTANDING AND MULTISPAN UNITS USE TABLE 5.12 FT a' V 10 11' 17 13' 14' 15' is' 1T 18' IW 20 21' 27 0 1' 4.9 V 5.51 8' 6.51 T 7.5' v 8.9 V 9.51 10 10.6' 11' 1' 4.5' V 6.V V 6.51 r 75 1. 8.5' 9' 9.51 10 10.6' 11' 11.6' 7 9 5.51 V 8.51 T 7.V 8' 8.51 8' 9.6' 10 10.6 11' 11.51 17 T 6.5 8' 6.51 T 7.6' V 8.51 V 9.610 10.51 11' 11.5' 17 125' 4' V 8.51r 7.51 V SV V 9.6 1V 10.6' 11' 11.51 17 126' 13' 5' 6.6' T 7.51 8' 8.5' V 9.51 10 10.51 11' 11.51 17 1251 13' 13.9 9 T 7.51 8' 8.9 V 9.9 10 10.9 11' 11.9 17 12.9 13, 13.9 14' T 7.9 8' a.6, V 8.6' 10 106' 11' 11.9 17 126 13, 13.6' 14' 14.6' 1' V 8.9 V 9.9 10 10.9 11' 11.9 17 125' 13' 13.9 14' 14.5' 19 V 8.9 V 9.6 10 10.6' 11'11.6' 17 12.9 1T 13.9 14' 14.6' 19 1S.6' 10 V 9.51 10 10.9 11' 11.6' 17 12.5' 1T 13.6' 14' 14.9 19 16.6' 19 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN Freast&ndina Sttucuras v.uv7-7csX: 0.041 Xd X UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT 0.188 X3 SC FREESTANDING AND MULTISPAN UNITS USE TABLE 5.12 Max 0.188 SL4'tp 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING FootingHe! 0.188 k5 k TO WALL FROM TABLE 7.5 0.041"x xT Steel Clover 10. USE THE APPROPRIATE DETAILS 17 FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 0.04l"x3" W Steel Clover SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.9 - 8' SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB d - 37" SLAB 10. FOLLOW 9 AND 10 FROM ABOVE F TABLE 6.12 Post Requirements for Freast&ndina Sttucuras Post Descriptlon Maximum Max POST FootingHe! 0.041"x xT Steel Clover d = 23" 17 D 0.04l"x3" W Steel Clover d = 23" - 8' E 0.188"x3"ff Steel Square d - 37" 15' F 0,188'k4"x4" Steel Square d = 44" 18' G 0.188"x5"x5" Steel S uars d = 49" 18' H Amerimax Bullding Product Carl Putnam, P. E 6208 Tennyson Parkway 3441 Ivylink Place Plano, Texas 76024 Lynchburg, VA 24603 (434)384-2614 arloutnamLBlcomeast ri 7/6/2007 Page 7 of 21 SOUD COVER 6.0 POST IANLC 0.13 AtlaCned Freestanding or Attached Freestanding or TABLE 6.13 Structure Muldspan Units Structure Muttispan Units ROUND TRIG MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIG MAX POST MAX SNOW WIDTH POST REOD POST IN FOOTER 3' I 10 I 17 POST MM FOOTER 3' I 10 I 17 SNOW WIDTH POST REG' POST LOAD (FT) SPACING FOR SPACIN POST SUE CONSTRAINED FOO SPACING POS SIZE CONSTRAINED FOOTS LOAD (FT) SPACING FOR SPACU (PSF) ON SLAB SLAB (FT) TYPE -d •d •d •d (FT) TWE -d 'd Y 'd (PSF) ON SLAB SLAB (FT) 10 b In in in n to 90 MPH EXPOSURE B 176' 10 4 1r4' A 13'-W A 21 28 28 29 14'-1' A 22 27 28 28 A UVE 4.6 15-1' A 17-11' A 22 26 28 29 134' A 22 26 28 29 _ 27 5 13'-7' A 174' A 22 28 27 20 13'-1• A 23 26 28 28 27 28 5.5 174' A 17-1' A 23 26 27 28 176' B 23 26 27 29 28 29 6 11'4' A 11'6' B 23 25 27 28 174' 8 24 28 27 28 29 6 11'' 8.5 106' A 11'-6' 8 24 25 27 28 174' B 24 28 27 28 10-11' B 7 06- A 11'-T B 24 25 27 28 11'4r B 25 25 27 28 B 26 7.6 0-1' A 10-11' B 25 25 26 28 11'6 B 25 25 27 28 26 28 8 S 81 ' A 106' 8 25 25 26 28 111,7 B 25 25 27 28 27 27 8.5 e'4' A I(r w _ B . 25 25 26 27 10-11' B 26 28 28 28 27 28 8 r$ A lOJ' B 26 28 28 27 106' B 26 26 20 28 28 8.6 r-2*A A 8'-11' B 28 28 28 27 10-T B 28 28 28 27 11 10 S4' A 9'4r B 26 28 26 27 104' B 27 27 27 27 12 616° 11 S-7 A 0-21 B 26 20 28 26 10-0• B 27 27 27 27 6' r A 12 616' A 816' B 27 27 27 27 04' C 28 28 28 28 A T-11' 13 S -T A 8'4' 8 27 27 27 27 OS C 28 28 28 28 TS B 14 4'-10' A r-11' B 27 27 27 27 8'.1' C 29 28 29 29 C16 16 4'6° A r6' 8 28 26 28 28 0-1° C 29 29 28 1 29 10 4 1r41 A 176' A 22 27 29 30 13'-T A 23 28 20 30 LIVE 46 15-1' A 17-7 A 23 27 28 30 176' A 23 27 20 30 44' 51Y -T A 11'4' A 23 27 28 30 17-r A 24 27 29 30 24 6.5 174' A 11'4• A 24 27 28 29 11'40- A 24 27 28 30 TJ' 6114' 6-11' A 11'6' A 24 26 28 29 11W B 25 ' 27 28 29 6.5 106' A 106' G 25 " 28 28 29 6 11'' B 25 26 28- 29 22 7 06'A A 10'4' B 25 ._ 28 27 29 10-11' B 26 28 28 29 7S 7.5 0-1' A 101T 8 26 28 27 29 104' B 26 26 28 29 23 8 8' A 106' B 26 28 27 28 10'S B 26 28 27 29 8.6 8'-0S ' A 9'-10 B 26 28 27 28 103' 8 27 27 27 29 9 7'6- A 9'6' B 27 27 27 28 10-1• B 27 27 27 28 9.5 T-7 A OS 0 27 27 27 26 9'-11- B 27 27 27 28 10 e'6' A 04' B 27 27 27 28 9%r B 28 28 28 28 11 0-T A 914° B 28 28 28 28 OS B 28 28 28 28 12 616° A 8'4r B 28 28 28 28 0-7 B 29 29 29 29 40 13 6' r A e14- B 28 28 29 29 8'-11' B 29 28 29 29 14 4'-17 A T-11' B 29 29 29 28 8'4- C 30 30 30 30 16 4'S A TS B 29 28 29 29 8' S G 1 30 1 30 30 30 20 4 6-11' A 10-10' B 20 25 26 28 11'4' B 20 26 1 27 28 UVE 4.6 T-11- A 17.6" B - 20 25 26 27 10-11' B 21 25 26 28 44' 6 r-1' A 0.11' B 21 24 28 27 W -W B 21 26 28 27 24 6.5 OSA 0.5 06' B 21 24 25 27 10.7 B 22 25 26 27 TJ' 6 6-11' A 04' B 21 24 25 28 0-11• B 22 24 26 27 6.6 SS A S -r B 22 24 25 20 06- C 23 24 20 77 22 7 61-1• A 8'J' B 22 23 26 28 04' C 23 24 25 27 7S 7.6 4'4• A T-11• B 22 23 24 20 0.7 C 23 24 25 27 23 8 4S A T -r B 22 23 24 25 041 C 24 24 26 28 8.6 4'-r A r41 C 22 23 24 25 8'4' C 24 24 - 25 28 9 Y-111 A T-1' C 23 23 24 26 8'S C 24 24 25 28 9.5 Tg A 0'-10• C 23 23 24 26 8'-7 C 24 24 25 26 10 Y$ A 6'4r C 23 23 23 24 814' C 24 24 24 26 11 3'S A 03° C 23 23 23 24 T -r C 26 25 25 26 12 7-11' A 5-11' C 24 24 24 24 T-7 D 25 25 25 26 40 13 76' A S6° C 24 24 2424 28 0-170 C 26 26 25 25 14 7S A SS C 24 24 24 24 0-r D 20 28 28 20 16 74• A S,7 C 24 24 24 24 041 D 26 28 28 28 Sim (CONST AII, EDI TERIIS cr � I POSMINT Twr SIZE I.-ICONST AINED FOOTI 30 4 614' A 106' B 19 24 28 ' 27 26 4.6 514' A 041 C 20 24 25 27 21 5 4'-10• A S'4r C 20 24 25 26 8'-11• 5.5 44' A 3'4' C 20 23 25 26 25 8 4'4' A T41• C 21 23 24 28 23 0.5 T -S' A rS C 21 23 24 25 T4' 7 3'S A TJ' C 21 23 24 25 24 7.5 3'-7 A 0-11• C 21 22 24 2§ 83'4• 3'4• A SS C 21 22 23 24 8'-11' 8.5 7-1v A 6'6' C 22 .22 23 24 r-3' 97-S.. 22 A S-7 C 22 22 23 24 28 9.5 7S A S4' C 22 22 23 24 25 10 7S A 5' -10 D 22 22 23 24 Y4- 11 2'-7 A SS D 22 22 22 23 106• C 20 25 28 27 10-r c 20 25 26 27 04- C 21 24 28 27 OS C 21 24 28 27 0-7 C 22 24 26 26 8'-11• D 22 24 25 28 3'-7- D 22 24 25 28 8'J' D 22 23 25 26 8'4' 0 23 23 24 26 7'4' D 23 23 24 25 T4' D 23 23 24 25 T.r 0 23 23 24 25 T41 D 23 23 24 25 30 4 04' A 106' 821 26 . 27 28 106' C 21 26 27 29 40 4.5 6.4' A 04' C 21 25 27 28 10-1• C 22 28 27 28 5 4'-101 A 3'41 C 21 25 29 28 04- C 22 26 27 28 5.5 4'4' A 8'4' C 22 25 28 27 9'S C 23 25 27 28 a 4'4' A T-111 C 22 24 28 27 0-7 C 23 25 27 28 6.5 3'4• A rS C 22 24 25 28 8'-11' D 23 25 28 28 7 YS A r-3' C 22 24 25 26 S' -r D 24 25 28 27 7.5 T-7 A 0-11' C 23 23 25 28 B'J' O 24 25 28 27 8 Y4- A 3'S C 23 2321 24 28 8'4- D 24 24 26 27 8.5 7-10- A SS C 23 23 24 25 r$" D 24 24 25 27 8 26' A 3'-Y C 23 23 24 25 T$ D 25 25 25 26 9.5 7S A S4- C 23 23 24 26 T_r 0 26 25 25 28 10 2 A 5-10 D 23 23 24 25 T4• D 26 25 25 29 11 7-2- A SS D 24 24 24 24 04' D 26 25 25 28 FE19 ® 4 20o9 7/6/2007 Page 8 of 21 -WR e> Vr VKt:G 40 4 4'6' A 814r C 20 25 28 27 04' C 20 25 27 28 4.5 4 '4- A 8' 41 C 20 24 28 27 9'-7 C 21 25 21 26 5 Y -r A rS C 20 _ 24 25 28 ' 8'-10' D 21 2628 28 5.5 3S A T-11 C 20 24 25 20 8'4' D 22 25 26 27 6 3`4' A OS C 21 23 26 28 e'4' 0 22 24 28 Z7 6.5 74• A OS C 21 23 24 25 r4• D 22 24 25 27 7 7-71 A 6'-11 C 21 23 24 25 r4• D 23 24 25 28 7.5 7S A T -1v D 21 22 24 25 T-1' 0 23 24 25 28 874' A S -r D 22 22 24 28 6-10' D 29 23 25 26 8.6 7-1' A SS D 22 22 23 24 8'-T D 23 23 24 26 8 74' A S-7 D 22 22 23 24 W -Ir D 23 23 24 25 8.5 1'-111 A S-0' 0 22 22 23 24 S-7 D 23 23 24 25 10 1-9' A 4'-101 D 22 22 23 24 S41 D 1 24 1 24 1 24 1 25 90 MPH EXPOSURE B 40 4 4'41 A 8'6' C 18 24 26 28 8'-8' C 16 24 25 Z7 4.5 4'4' A SIT C 19 23 24 26 0.7. C 21 24 25 28 5W-71 A TS C 18 23 24 25 T-10• D 21 24 25 28 6.6 Tr A r -r C16 22 24 25 B'8 D 22 23 26 28 6 3'4' A 04' " C 111 22 23 25 814' D 22 23 25 26 6.5 74' A SS C 20 22 23 24 T$ D 22 23 24 25 7 7-7' A 04' C 20 22 23 24 r4' D 23 23 24 25 7.6 7S A 5-101 0 20 21 23 2+ r-1' D 23 23 24 25 8 2!-W A S -r D 20 21 22 29 8'-10• D 23 23 24 25 8.6 7-1' ' A 5'S 0 20 21 22 23 0-r D 23 23 23 24 9 2 '-01 A 51-r D 20 21 22 23 6'4' D 23 23 23 24 8.5 1'-11' A SW D 21 21 22 23 BLT D 23 23 23 24 10 1'41 A 4'40' D 21 21 22 23 61-0• D 24 24 24 24 FE19 ® 4 20o9 7/6/2007 Page 8 of 21 SOLID COVER 6.0 POST ,nv�c nnuale0 rreeslarwing Or AaaCnBO Fmestemmng or TABLE 6.17 Attached FfeestBnding or Attached Freestanding or S=Udm Muitls n UnIts Structure Multl6 an Units I I Shuck" Muft1span Units Stnucbae Muftis an Units GROUND TRIG MAX POST MAXJ MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIG MAX POS MAX MAX POST LENGTH MAX MAX P06T LENGTH SNOW WIDTH POST RE01) POST MM FOOTER 8' i 10' 17 POST MIN FOOTER 6 I 17 12' SNOW WIDTH POST E POST MIN Fob_ 81 I 10' I 17 POST MIN FOOTER 8' ' 1a I 17 LOAD (FT) SPACMO FOR J6PACIN POST SIZE CONSTRAINED F 6PACIN POS SIZE CONSTRAINED FOOTE LOAD (FT) 6PAC640 FOR 6PACIN P 612E CONSTRAINED FOOTS SPACe1 POST SIZE CONSTRAINED FOO (PSF) ON SLAB SLAB (FT) TYPE 'd •d I •d I •d (FT) TWE 1d 'd I 1d I -d (PSF) ON SLAB SLAB (FT) TVP -d -d I -d I 'd (FT) TYPE "d -d I 'd I -d 20 1 8'-11• A 10-10' 8 21 26 28 20 1114• B 22 27 28 20 4.5 T-11' A 10'6- B 22 28 27 29 10'-11• B 22 20 2B 29 5 T-1' A 9-11• B 22 28 27 28 1G$ B 29 28 28 2B 5.6 6S• A 0'S B 23 25 27 28 10'-' 8 23 26 27 28 8 5-11- A 8'4r B 23 25 26 28 8'-11' 824 24 26 27 28 8.5 6' S A e' -r B 23 25 26 27 8'A' C 24 25 27 28 7 51-1• A 6-3- B 23 24 28 27 91.6" C 24 25 27 28 7.6 41.91 A T-11" B 24 24 26 27 4-7 C 25 25 27 28 8 4'S A T -r B 24 24 26 27 W -W C 25 28 28 28 8.5 41-7 A T4' C 24 24 26 26 8'61 C 25 2628 T-7 27 8 Y-11" A T-1• C 24 24 26 20 8'S C 28 2820 A 27 9.5 3'4B' A 6'-10' C 24 24 26 26 8'S C 26 28 26 27 10 76• A V4r C 25 25 26 26 8'4• C 28 28 28 27 11 7-7 A 6-3•C 23 25 26 25 25 T -r C 26 26 28 26 127-11' A A S'-11' C 25 25 26 25 T -r D 27 27 27 27 13 7S A 661 C 25 25 25 25 6'-10' D 27 27 27 27 25 4 T-7 A 10.6- B 20 25 26 28 11-7 B 20 26 27 28 64- 4.6 641 A 10'-8" B 20 25 26 27 10'-8- 8 21 25 28 28 A 6 64• A 81-81 B 21 24 26 27 10'4' C 21 25 26 27 B'-7 5.5 61-21 A 0'-7 C 21 24 25 27 101-0" ' C 22 24 26 27 C 6 1-8" A 81-81 C 21 24 25 20 0'S C 22 24 26 27 23 6.6 4'S A e'4• C 21 23 25 26 8'61 C 22 24 26 27 24 7 4'-11 A 81-W C 22 23 24 20 9'd1 C 23 24 25 27 25 7.5 3'-101 A T-81 C 22 23 24 25 8'-11 C 23 24 26 26 26 8 7-r A TS C 22 23 24 25 81-81 D 23 24 25 28 66• 8.5 741 A T-7 C 22 23 24 25 0'61 D 24 24 25 26 D 8 3'-2- A 6-11" C 22 22 24 25 8' P D 24 24 25 26 28 8.5 Y-0' A 6'61 C 23 23 23 24 W4r D 24 24 24 28 26 10 7-101 A 6• 6' C 23 23 23 24 r -r D 24 24 24 25 28 11 7-7' A 6'-1" C 23 23 23 24 T4' 0 26 25 25 25 25 4 T-2" A 10'-81 B 21 26 28 28 11'd' B 21 28 28 28 4.6 64- A 101-3" B 22 28 27 29 10'-8' B 22 28 28 29 5 6-0" A 0'-8" B 22 25 27 26 10'4• C23 24 28 27 28 5.6 ' 6-r A B'-7 C 22 26 27 28 176' C 23 28 27 28 6 4.61 A 8'-8• C 23 25 26 27 e4r C 23 28 27 28 6.6 4 S A 64' C 23 25 26 27 6$ C 24 25 27 28 7 4'-1 • A 81-0• C 23 24 26 27 7.3" C 24 26 27 28 7.5 3'-10• A 7-1' C 23 24 25 27 8'-1' C 25 25 28 28 8 T -r A TS C 24 24 26 26 6'61 D 25 26 28 28 8.6 74- A T-7 C 24 24 25 26 66• D 25 26 26 27 8 7-2" A 6-11' C 24 24 26 26 81-31 D 25 26 26 27 8.5 3'-0" A 64• C 24 24 25 20 6-0" D 28 26 20 27 10 TAW A 66" C 24 24 24 26 r4r D 26 26 28 27 11 7-r A e'-1• C 25 25 26 25 T41 D 26 28 28 26 12 741 A S'-81 D 25 26 26 25 r -W D 28 28 28 26 80 4 7-0' A 66' C 17 22 23 25 W-1' D 16 23 25 28 4.5 7S A 6S C 17 22 23 24 T -r D 18 23 24 25 5 7S A 6'-11- D 18 21 23 24 T-1' D 18 23 24 25 6.6 7.7 A 6'-r D 16 21 22 23 6'-8' D 18 22 23 25 6 7-0' A 6.T D 18 21 22 23 6S0 19 22 23 24 8.6 1'-10" A F-0- D 18 21 22 23 6'-1, D 18 22 23 24 7 1 F' A 4'6' D 16 20 22 23 6-10' D 20 21 23 24 7.5 1=r A 4'S D 1820 21 72 S' -7'D 20 21 22 23 6 1'6^ A 4'4' D 19 2021 22 6S D 20 21 22 23 6.6 IWA 4'-7 D 10 20 21 22 6-7 D 20 21 22 23 8 1'4" A 4'-0'0 19 20 21 22 6'4" D 20 21 22 23 1 9.5 1'.r A 3'-10• D 19 19 20 21 4'-10' D 20 20 22 23 00 MPH EXPOSURE C 60 4 31-0- A 64' C 1823 26 25 6-1" D 10 24 28 27 4.5 7S A 6-8'C A 23 24 25 T -r D 20 24 25 27 5 7S A T-111 D 19 23 24 25 1 T-1- D 20 24 25 26 5.5 7.7 A 6-r D 19 22 23 25 64- D 20 23 25 26 6 7-0' A T -r D 19 22 23 24 6S D 20 23 24 25 6.5 1'-10• A 61-0' 0 19 22 23 24 8'-1' D 21 23 24 25 7 1'-8" A 4'-8" D 19 21 23 24 6'-1P 0 21 23 24 26 7.5 1'-r A 4'S D 20 21 22 23 6--r D 21 22 24 25 Amerlmax Building Products Carl Putnam, P. E. 5208 Tennyson Parkway 34411vydnk Place Plano, Texas 76024 Lynchburg, VA 24503 ( (434) 3842514 4 Carlouhha mdbcomcast.nel FES ® 4 1088 7/6/2007 Page 9 of 21 SOLID COVER 6.0 POST SPACINGS FOR PATO AND COMMERCIAL COVERS 90 MPH WIND AREAS 45X I Beam Detail Y T5(4" 1 Beam Detall p - 0.041"x' 5W Cloverleaf(Detail- 4'X3" I Beam Detail 7"Wl Beam(Detail p 0.041'X3W Clovedeat(Detail TABLE 6.14 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 6.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Mutdspan Units Structure Muldspan Units Stnrcture Muttispan Units Structure Mullis an Units Structure Multisiian Unity Structure Multis an Unita GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIB MAX POST 'MAX MAX POST LENGTH MAX MAX POST LENGTH •MAX MAIC POST LENGTH SNOW WIDTH POST REDS POST MIN FOOTER S I 17 I 1S POST MIN FOOTER V I 12' I 18' POST MW EDGIER v I 17 I 1S SNUW WNIH POST REO POST MIN FOOTER V ' 17 I 1S POST MIN FOOTER e' I 17' I 1S POST MIN FOOTER 8' I 12 ' 18' ,. LOAD (FT) SPACING FOR SPACW POST SIZE CONSTRAINED FOO SPACIN POS SIZE CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOO LOAD (FT) SPACING FOR SPACIN POS Sig CONSTRAINED FOO SPACIN POST SIZE CONSTRAINED FOO SPACIN O SIZE CONSTRAINED FOOTE (PSF) ON SLAB SLAB (FT) TYPE 'd 'Q' •1! 'd (Fr) TYPE •If •d •d - •Q' (FT) TYP 'd 'Q' '8 "4' (PSF) ON SLAB SLAB (FT) TYP •C '11' "C •7 (FTI TYPE -Cr 'C 'C 'Q' (FT) P •4' '4' "Cr b in M in In fn N b b b b b b b an b N N b in(in)n 90 MPH EXPOSURE B 10 4 1Td A 13'4' A 22 - 27 30 " 33 21'$ B 26 30 33 37 11'-T A 21 25 28 31 LIVE 4.6 151-11 A 13'-7 A 23 27 28 33 20'4- B 26 30 33 38 11'-7 A 21 25 28 31 28 5 13'-T A 174• A 23 28 28 32 IV -11• 8 27 30 33 38 10'$ A 22 25 27 30 28 5.5 174' A 17.3- A 24 28 29 32 1Sa' B 27 29 32 36 ' 101-6' A 22 25 27 30 27 e 1114' A 11'-11' B 24 28 29 32 lv-r B 28 28 32 38 10•-7 A 23 24 27 30 27 6.5 1SS- A 11'-r B 24 26 29 32 18'4' C 28 29 32 35 7-17 A 23 ' 24 27 30 27 7 S4• A 11'-0' B 25 1 29 28 31 1T$ C 29 29 32 35 44' A 24 24 27 29 27 7.6 ' S-1' A 11'-1' ' B 25 26. 28 31 1r-0- C 29 29 32 36 SS B 24 24 26 29 26 ' 8 8'$ A 10'-17 B 28 28 26 31 1Td C 30 30 31 35 81-7 B 24 24 29 29 36 . 8.6 8'd A 17-r B 28 26 28 31 16.4' C 30 30 31 35 8'-11' B 25 25 20 29 28 9 r$ A 10'$ B 26 28 28 31 15-1' C 30 30 31 34 9'4• B 25 25 26 29 32 8.5 r-7 A 10'4" B 27 27 28 31 1S$ C 31 31 31 34 V -r B 25 25 28 29 25 10 Sd A 5-10' B 27 27 27 30 14'-11' C 31. 31 31 34 VT B 25 25 26 28 26 11 S-7 A 9'-7 8 27 27 27 30 131-11• C 31 31 31 33 r-11' 8 28 26 28 28 25 12 S4• A S$ B 27 27 27 29 1Yd C 31 31 31 33 r -r B 28 28 26 28 24 23 23 13 6-7 A e'd B 27 27 27 29 174• C 31 31 31 32 r4' 8 26 28 28 27 23 ' 14 4'-10' A T -T 8 27 27 27 28 11'-T 0 32 32 32 32 rd B 27 27 27 27 16 4'$ A T-2- B 28 28 28 28 111d D 32 32 32 32 B$ ' B 27 27 27 27 7-T 751 Alf MPH 9WORURF C 18 21 21 23 23 28 28 V-1• T$ D D 24 24 24 24 26 28 29 28 �} 9 A 41 C 10 4 1Td A 17$ A • 23 28 31 34 20-1' 8 27 31 34 38 1V-11' A 22 29 20 32 LIVE 4.6 15-1' A 174- A 24• 27 30 34 18'4' B 27 31 34 38 f0'$ A 22 28 29 32 28 5 1Y -r A 11'-1C A 24 - 27 30 33 18'-T B 28 30 34 37 10'-1' A 23 28 28 31 28 5.5 174' A IV -W A 26 27 30 33 18'd B 29 30 33 37 S$ A 23 25 28 31 27 6 11'-0• A 11'-7 A 25 27 30 33 1r$ B 29 .30 33 , 37 S$ A 24 25 28 31 27 6.6 103' A . 10'-10' 8 28 27 .29 33 . 17'd B 30 30 33 30 S4• A -24 25 28 31- 27 7 S4• A 10'-r B 26 28 29 32 1S -T 8 30 30 33 36 Pd A 25 26 27 30 27 7.6 1-1' A 10'4• 8 28 26 29 32 15-7' C 31' 31 33 38 8'-10- A 25 25 27 30 26 . 8 8'$ ' A 10'-1' B 27 27 29 32 15-17 C 31 31 32 38 1-8. B 25 25 27 30 36 . 6.6 8'd A 9'-11• B 27 27 29 32 15$ C 31 31. 32 36 8'3• B 28 26 27 30 28 8 T$ A 514' B 27 27 29 32 1514• C 32 28 32 35 . 8•-0- 8 28 28 27 30 32 9.6 9.5 T-2' A S$ B 28 28 29 32 : 14'-11' C 32 32 35 V-7 B 26 28 27 30 25 10 S$ - A 9'-0" B 28 28 28 31 14'4• C 33 33 33 36 Sd B 27 27 27 29 26 11 a-7 A Ir -1• B 28 29 29 31 IT -11' C 33 33 33 35 r -r B 27 27 27 29 25 12 61-V . A S$ B 29 29 29 31 17d C 33 33 33 34 T4• B 27 27 27 29 24 23 23 13 T-7 A Sd B 29 29 29 30 174' C 34 34 ' 34 34 Td B 28 28 28 29 23 14 4'-1P A, T -T B 29 29 29 30 11'-T D 34 34 34 34 Sd B 28 28 28 28 15 4'$ A T-7 B 29 29 29 29 11'd D 34 34 34 34 S$ B 28 28 28 28 20 4 5-11• A HY-10' B 20 25 28 31 1T$ C 24 28 31 36 8'J• B 1B . - 24 20 28 WE 4.6 -"1' A ISS B 21 26 28 31 114- C 24 28 31 34 5-10'. B 20 24 28 29 28 6 T-1• A 15.1' B 21 25 28 30 151$ C 25 28 31 34 S$ B 20 23 28 29 28 5.5 • SS A S$ B 22 26 27 30 14'$ C 26 ' 27 30 33 1-1' B. 21 23 28 28 27 a 5.11• A B'-11• B 22 24 27 30 13'-r C 26 27 30 33 r$ 8 21 23 25 28 27 6.6 SS A SS B 22 24 20 28 17d C 26 20 79 32 ' rS B 21 23 25 28 27 7 1-1' A T-11• B 22 23 28 29 17-11 D 25 26 29 32 .r-7 B 21 22 28 Z7 27 7.6 4'$ A r$ B 22 23 26 28 11'$ D 26 25 28 31 5-11' 8 22 22 26 .27 26 8 4'51 A T-1' B 22 23 26 28 17-11' D 28 . 28 28 31 S$ B 22 22 24 27 36 . B.6 4'-2• A S$ B 22 23 26 26 103• D 28 28 28 31 SS B 22 22 24 27 28 8 Y-11• A 6'$ 8 22 22 25 27 9=11' 0 28 28 27 30 S.T B 72 22 24 28 28 9.6 Yd A 51.7 B 23 23 24 27 S$ D 26 28 27 30 Sd B 22 22 24 26 25 10 v4r A 5-11' B 23 23 24 27 S-1• D 28 28 27 30 5-10' B 22 22 24 28 26 11 3:7• A S$ 8 23 23 24 28 SS D 26 28 26 29 5$ 13 23. . 23 23 26 25 12 7-11•TA.4'..-1 -r 9 . 23 23 23 % r.10' D 28 28 28 28 sJ• C 23 23 23 . 25 , 18 18 19 24 23 23 19 7$ 174• 11'-T 174• 4^ C 23 23 29 26 r<' D 28 2.8 28 28 4'-11• C 29 23 23 26 23 14 7$ 30 C 23 23 _ 26 5-17 0 27 27 27 28 .4'F C 23 29 29 26 18 74• 8.6 C 29 29 23 26 SS D 27 27 27 27 4'$ C 24 24 24 24 80 MPH EXPOSURE B - 30 4 6'-0' A 17$ B 20 25 28 30 16'-r D 23 28 31 34 V4r B IB 23 26 29 4.6 4.5 5'4• A SS C 20 24 27 30 14'J' 0 23 27 30 33 Sd B 19 23 25 28 5 6 4'-10- A 6'$• C 20 24 27 29 1Y -r D 23 27 29 33 r -r B 18 23 25 28 5.5 5.5 44' A S-1' C 20 24 28 29 174• D 24 26 29 32 TJ' 9 20 22 25 27 64'd 6 4'd A 76 C 21 23 25 28 111$ D 24 28 28 32 V-11' C 20 22 25 27 6.6 6.6 3'4' A T-1' C 21 23 25 28 10'-10•- D 24 25 28 31 8'4• C 20 71 24 27 7 7 '3'S' A S$ C 21 22 25 27 17-7 D 24 25 28 31 S4• C 21 22 24 27 7.5 7.5 3'-7 A 5'1' C 21 22 25 27 S4' D 24 25 27- 30 0'-1• C 21 21 24 26 8 e 31-0° A iVAP d 21 - ?Y 24 2Y 111& d 14 14 27 3tl 5 ie Cu it 71 24 36 . 8.5 8.5 7-10• A S4r C 21 22 24 26 64' 0 24 24 27 28 S4' C 21 21 23 28 9 9 74' A 6'S C 21 21 24 28 6-3' D 24 24 28 28 -SS C 21 21 '29 28 9.6 9.5 7$ A- S-7 C 21 21 23 20 r-11' D 24 24 20' 2B S4` C 21 21 23 25 10 10 - 73• A 4'-11' C 21 21 23 28 T -T D 26 25 28 28 6'-1• C 22 22 23 26 11 11 7.7 A 4'$ C 21 21 23 25 Td D 26 25 25 .. 28 4'-10" C 22 22 22 25 30 4 8'd A 1014r B 21 28 20 32 1 S -T D 24 29 32 . "` 36 6'$ B 20 23 28 - 29 40 4.6 5'4' A 91$ C 22 20 ZB 31 14'4• D 25 29 32 35 Sd B 20 23 25 28 5 4'-17 A 6'-8' C 22 25 28 31 17-7 D ` 25 - 28 31 34 T -T B 21 23 25 28 5.5 4'4' A 1-1' C 22 25 127 30 174' D 25 27 30 34 T4' 8 21 22 25 27 64'd 3' 7• A T$ C 22 24 27 30 - 111$ D 25 27 30 33 V-11' C 21. . 22 25 27 6.6 3'$ A T-1' C 22 24 28 28 10'-10, D 25 27 .29 33 8'$ C 22 22 24 27 7 YS' A S$ C 22 24 28 29 10'? D 29 28 29 32 S4• C 22 '22 24 27 7.5 3'-2' A 8'J' C 22 23 28 28 S$ D 28 28 20 32 V-11 C 22 22 ?- 24 28 8 3'd A 5-11' C 22 23 25 28 43• D28 24 28 28 31 5-10' C 22 22 24 % 8.5 7-10' A 6'$ C 22 23 25 28 S$ D. 28 26 28 ]1 64• C 23 22 23 28 9 74' A SSC C 23 23 25 27 S$0 D 26 28 28 30 SS C 23 29 23 28 9.6 74' A S$' C 23 23 24 7 T-11• D 28 26 27 30 SJ' C 23 23 - 29 26 10 7$ A 4'-11• C 23 23 24 27 7'-7' 0 28 26 27 30 S-1' C 23 23 2] 26 11 7.7 A 4'-0' C 23 23 24 - 28 Td D 28 28 28 29 4'-10' C 23 27 23 25 7/612007 Page 10 of 21 FE9.0 811 MPH UWKkG 40 44'4• A 8'4• C 20 25 , 28 31 174' 0 23 28 31 34 T4' 8 10 24 20 29 4.6 - 4'd A T -T C 20 24 Z7 30 11'-r D 23 27 • 30 . 33 Td C 20 23 26 29 5 3'-T A T$ C 20 '24 28 20 174' 0 23 27 20 32 S -T C 20 23 26 28 5.6 3' 7• A SS• C 20 23 28 29 V-11• D 23 28 29 32 SJ• C 20 23 25 28 0 3'4r A Sd C 20 23 26 28 514' D 24 25 28 - 31• 5-11• C 20 22 25 27 6.6 7d A 5'-T C 21 23 25 28 S$ D 24 25 28 31 S -T C 21 22 24 27 7 7-T A 5'J' C 21 22 25 27 81-1' D 24 26 27 30 1-4• C 21 22 24 27 7.8 751 A Sd C 21. 22 24 27 T$ D 24 24 27 30 S,T C 21 22 24 20 8 7-0' A 4'$ C 21 22 24 28TJ' 0 24 24 27 2B 4'-t1• C 21 21 24 8.6 7-1• A 41-W C 21 21 24 28 5-11• D 24 24 28 28 4'd C 21 27 23 6 7d A 4'J' C 21 21 23 28 S -T 0 24 24 26 29 4'-T C 21 21 23 26 8.6 1'-11• A 4'd C 21 21 23 26 514• D 24 24 28 28 451 C 22 22 23 25 10 1'$ A Y-10' C 21 21 23 ZS Sd D 24 24 25 28 4'4• C 22 22 26 90 MPH EXPOSURE 8 40 4 4.5 5 4'4' 4'd 3'-7' ' A ' A A 814• r -T Td C , C C , 18 18 19 24 23 23 26 28 25 29 28 28 174• 11'-T 174• D D 0 21 23 23 28 28 25 29 29 28 32 32 31 + 6.6 YJ A SS C 10 22 25 27 9'-11• D 23 26 27 30 0 Yd A Sd C 18 22 24 27 SJ' D 24 24 27 30 h � 8.6 74• A S -T C 19 22 24 28 8'-8• D 24 24 27 29 M 7 7.6 7-T 751 A A 6'-3' Sd C19 - C 18 21 21 23 23 28 28 V-1• T$ D D 24 24 24 24 26 28 29 28 �} 9 A 41 C 19 21 23 25 T4' D 24 24 25 ZB _ 8.6 8 7-1• 7d A A 4'$ 51 4'J' C C 18 20 2D 20 23 22 25 25 5-11• S D D 24 24 24 25 28 ,* 8.6 1'-11• A 4' C 20 20 22 24 -T S.T 0 24 24 24 25 24 27 27 (� `' • �� C1 1 Y - 10 1'd A 3'd -1T C 20 20 7t 2A Sd D 24 24 24 27 �OFCA1'� .� 7/612007 Page 10 of 21 FE9.0 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREAS 4'90" 1 Beam Detal Y T9c4" I Beam p 0.041'5055 Clove effi Detell TABLE 5.14 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure MuWspan Units StruNdure Mutds an Units Structure Muffispan Units ffLOAD [(FT) O MAX POST MAX MAXPOSTLENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH TH POST REO'D POST MIN FOOTER B' I 17 I Ir POST MIN FOOTER V 1 17 I 1B' POST MIN FOOTER 8' ' 17 ' 18' SPACING FOR SPACIN POST SIZE CONSTRAINED FOO SPACINGPOS SIZE CONSTRAINED FOOTS SPACING P 612E CONSTRAINED FOOTS ON SLAB SLAB (FT) TYPE -d V 'd •d (FT) TYPE -d 'd 'd •d (FT) N In M M n b b b h b b h 90 MPH EXPOSURE C 20 4 8'-11' A 10'-10' B 22 27 28 33 1T-0' C 25 30 33 38 93" B 21 25 28 31 LIVE 4.6 T-11" A 101-5' B 22 26 29 32 IV4" C 28 28 33 36 8'-10' B 21 25 27 30 51.0' 5 T-1" A 10-1" B 23 28 29 32 1514' C 26 28 32 38 v4r B 22 24 27 3D 5 .2" 5.5 6151" A 94" B 23 26 29 32 14'4• C 27 29 32 35 8'-1" B 22 24 27 30 4'-0" 6 F-11" A 8'-11" 0 23 25 28 31 13'-r C 27 28 31 34 T4' B 22 24 26 29 W -S" 6.6 5151• A 8151' B 23 26 28 31 17.9" C 27 28 31 34 rd" B 23 24 26 28 4'-1" 7 6'-1" A T-11" B 24 25 27 30 17-1' D 27 27 30 33 T-2' B 23 23 26 29 TAA 7.6 4'-8" A T-0" B 24 24 27 30 11'I-8' D 27 27 30 33 6'-11' B 23 23 26 28 T -T 84'51" V-10" A T-1' B 24 24 27 29 101-11' D 27 77 30 33 61-0' 8 23 23 28 28 3'-0' 8.5 4'Q' A 614" B 24 24 26 29 1014" D 28 28 29 32 8'51 B 23 23 25 28 3'-2' 9T-11' 613"C A 6'41" B 24 24 28 29 9'-11' D 28 28 29 32 6'J' B 24 24 25 28 3'4" 8.6 31-0" A 61-2' B 24 24 26 28 94r D 28 28 29 32 614" B 24 24 25 28 31 10 3'-0" A 5-11• B 24 24 25 28 9'-1" D 28 28 28 31 5-10" 8 24 24 26 27 6'-4• 11 T-2" A 64" B 24 24 25 28 8151 D 28 28 28 31 S4• B 24 24 24 27 C 24 24 24 26 B 24 24 24 21 P-10' D 28 28 28 30 53 C 25 25 25 27 13 7-0" A 4'-0' C 24 24 24 27 T-4' D 28 ZB 28 30 4'-11' C 25 26 25 251 25 4 T.2' A 10'4" B 20 25 28 31 18'-0' C 23 28 31 35 B'-1" B 18 24 26 28 4.6 4.6 61-0" A 10'3• B 21 25 28 31 15.1' D 24 28 31 34 8'-0" B 20 23 26 28 61-0" A 6 51.0' A 8'-10" 821 32 25 27 30 1614' D 24 28 30 34 1-4• B 20 23 26 2B 9-2" 5.5 5 .2" A 8'-2" C 21 24 27 30 14'4• D 25 27 30 33 T-11" B 20 23 25 28 C 6 4'-0" A 8 '-T C 22 24 27 29 13'-1' 0 25 77 29 33 'r -7"B 25 21 23 25 28 23 6.5 W -S" A 81" C 22 24 20 29 1751' D 25 26 28 32 T3' B 21 22 25 27 24 7 4'-1" A r -a C 22 23 28 28 11'4' D 25 26 29 32 T4' B 21 22 25 27 27 7.6 TAA A T3' C 22 23 25 28 11'-1' D 25 28 28 31 6145 C 21 22 24 27 2B 8 T -T A V-10" C 22 23 25 28 10'4' D 25 25 28 31L64r 614' C 27 22 24 27 101-0- 8.6 3'-0' A 614' C 22 22 26 27 101-0' D 25 25 29 302426 C 24 24 28 28 9-7' D 9 3'-2' A 613"C S -T 22 22 24 27 8'-r D 26 26 27 3024 24 24 26 28 9.7 28 27 9.6 3'4" A 5-11"C22222427 C 24 24 25 27 9-7' D 282627 614' C 3024 24 25 28 9-0' D 28 27 107-10' 31 A 514" C 22 22 24 28 514• D 26 20 27 2923 2fi 27 8'-1' D 28 26 28 117-7- 6'-4• A 6'3" C 22 72 23 28 8'-1•D 4'-11' 28 26 26 28C 27 T4' 23 29 23 25 26 4 r-2" A '4 10" B 22 27 29 32 18'4' C Z6 30 33 38 8'-1' B 20 25 2B 90 17 4.6 61-1' A 103• B 72 26 29 32 19'-1" D 28 29 32 36 81-0" B 21 25 27 30 C 6 61-0" A 9'-10' B 23 28 29 32 1614" D 26 29 32 35 84" B 21 24 77 30 6-2" 5.5 5'.2" A 9-2" C 23 26 28 31 11'4" D 28 28 31 35 r-11" B 22 24 27 28 26 5 4'-0" A 8'-T C 23 25 28 31 13'-1" D 25 28 31 34 ?".rB 25 22 24 28 20 25 6.5 4'51" A 8'-1" C 23 25 27 30 174" D 27 28 30 34 r3" B 22 24 28 29 22 7 4'-1" A T4" C 23 24 27 30 11'4" D 27 27 30 33 T4" B 23 23 28 29 20 7.6 3'-1V' A r3" C 23 24 27 29 11'-1" D 27 27 30 33 6-0" C 23 23 26 28 D e Y -r A 6'-10" C 23 24 26 2B ia4" D 27 27 28 32 0.4" C 23 23 25 28 6'-1' 5.6 34• A 614' C 24 24 26 29 101-0- D 27 27 29 32 513" C 23 23 25 28 23 9 3'-2' A 613" C 24 24 28 28 9-7' D 27 27 29 32 S -T C 23 23 25 28 20 8.6 3'4' A 6-11" C 24 24 26 28 9.7 D 27 27 28 31 r-17 C 24 24 25 27 18 10 X10• A 614' C 24 24 25 28 9-0' D 27 27 26 31 6-0" C 24 24 25 27 11 7-r A 6'3" C Z4 24 2fi 27 8'-1' D 28 26 28 30 6'-4• C 24 24 24- 27 12 7-1' A 4'-11' C 24 24 24 27 T4' D 28 1 28 28 30 51-1" C 24 24 24 26 vcncn'1�aw lnv�"n�na rvn lnwc 1Ho�ca 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT J. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 2OPSF MIN) 4. CHOOSE A PANEL FROM TABLES 4.1 TO 4.8 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.15 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.14 THAT HAS ADEQUATE POST SPACING. T. USE THE APPROPRIATE FOOTER SIZE SHOWN. 80 MPH EXPOSURE B 60 4 314" A S-1' C 17 22 24 27 B4" D 1B 24 27 30 F-11" C 17 21 24 28 A 4.5 7-0• A S4" C 17 21 24 28 SS" 0 10 24 26 29 616' C 17 21 23 28 A 6 2151' A 514' C 17 21 23 26 r4' D 20 23 28 20 6-2" C 17 21 23 25 A 5.5 7.7 A 4'-T C 17 21 23 25 T-7 D 20 23 26 26 1'-10" C W 20 22 26 A 8 74' A 4'3" C 17 20 22 25 6'-7` D 20 22 25 27 4'-T C 16 20 22 25 A 8.6 1'-10" A f-0' C 17 20 22 24 8'-2' D 20 22 24 27 4'4" C 18 20 22 24 A 7 /W A T-0" C 17 20 22 24 5'4" D 20 22 24 27 4',7 0 1B 20 22 24 A 7.6 1'-T A 3'41• C 17 19 21 23 SS" D 20 21 24 26 4'4r D 18 18 21 24 A I 8 1'4" A 3'3' C 17 19 21 23 6'-1' D 20 21 23 26 3'-10" D 16 19 21 23 8.6 1'51^ A 7-1" C 17 18 21 23 1'-17 D ZO 21 23 26 3'-0" D /6 1B 21 29 8 14" A 7-11" C 17 16 20 23 4'-T D 20 21 23 26 YS" D 18 18 21 23 8.6 1J' A 7-10" C 17 18 20 22 44' 0 20 20 22 25 3.4' D 18 18 Z1 23 60 4 34' A 8=1" C 18 23 26 28 84" D 21 26 26 31 5-11• C 18 22 25 27 27 4.5 7-8 A 514" C 16 23 25 28 8'S' D 21 25 28 31 SC C 18 22 24 27 6.61 5751' 7.51 A 64' C 18 22 24 27 7'4' D 21 26 27 30 61-T C 18 22 24 26 101 6.6 7,7 A 4'-r C 18 22 24 26 T-? D 21 24 27 2B 4'-10" C 18 21 24 28 61 674" T A 4'3" C 18 21 23 28 e' -T D 21 1 24 28 29 4'-r C 19 21 23 28 9.51 6.6 i'-101' A 4'4" C 18 21 23 25 S` --D 7.51 21 23 28 28 44" C 18 21 23 25 13' 7 1'-0" A 3'4• C 18 20 23 25 614" D 21 23 ZS 28 4'.2" D 18 21 23 25 9 7.5 1'-7" A 3'4' C 18 20 22 25 SS" D 21 22 25 27 4'4" D 19 20 22 25 126 8 1 114' 1 A I 3'-r I C 1 18 20 22 24 11 6'-1' 1 D 21 1 22 1 24 1 27 T-10• 1 D 1 18 1 20 1 22 1 25 OVER- HANG Post Descriptlan Maximum Footing TABLE 5.18 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES FT POST 0.041"x0"x3" Steel Clover d=23" 17 S. 9' 18 11' 17 13' 14' 151 161 1T Is, 19 201 21' 27 01 4' 4.51 S 6.61 8' 8.61 r 7.51 61 8.51 9 8.5110' 10.5' 11' 1' 4.51 S S.S 9 6.61 T 7.51 8' 6.5 9 9.51 10 10.5 11' 11.5 7 S 5.51 6 8.5 T 7.5 B' 8.5 9 9.51 101 10.5 11' 11.5 17 T 6.51 v 6.51r 7.51 61 8.51 9 9.51 101 10.5 11' 11.5' 17 125' 4' 61 8.51 T 7.61 1' 8.6 9 9.51 IV 10.61 11' 11.6 17 126' 13' 6' 8.5' T 751 8' 8.6 9 9.51 101 10.5 11' 11.5 17 125 13, 13.5 61 T 7.51 8' 8.51 9 9.5' 10' 10.5' 11' 11.6' 17 12S 13' 13.5' 14' T 7.51 v B.S 9 9.5' 10' 10.5 11' 11.5 17 126' 13' 13.6' 14' 14.5 B' 8' 8.5 9 B.5' 10' 10.6' 11' 11.5 17 125' 13' 13.5 14' 14.6' 16 8' 8.6 9 9.51 10 10.5 11' 11.6' 17 126 13' 13.6 14' 14.5' 151 15.6 101 9 9.5 101 10.6 11' 11.6 17 125' 13' 13.6 IN 14.6' 16' 15.6' 161 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.17 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1.8 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 6.14 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE TABLE 5.17 Post Requirements for Freestanding Structures Post Descriptlan Maximum Footing Max Height POST 0.041"x0"x3" Steel Clover d=23" 17 D 0.0419fJ'Xd" Steel Clover d = 23" 8' E 0.188'X3'90" Steel Square d = 37" 15' F 0.188"X4"x4" Slee) S uare d = 44" 18' G 0,1889c5 9c5" Ste4S, l S were d=49" 18 H Amertmax Building Products Carl Putnam, P. E. 6208 Tennyson Parkway 34411vyUnk Piave Plano,Texas 75024 Lynchburg, VA 24603 (434) 3842514 grinutnamiWomcastnd FEB 0 4 2�g 7/6/2007 Page 11 of 21 SOLID COVER 6.0 POST TABLE 6.1 Attached Freestanding or Attached Freestanding or I Attached r1eemaming or ICL.t 8.1 A718f21So rreasmaing or A1ramed rreestano ng or AtteG1Ba rreeslanamg or Stnrcture Muftis an Units Structure Mullis an Units Structure Muftis an Units Structure Multis an Units Structure MuIM3 an Units Structure Muftis an Units ROUND TIR MAX PCST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAIC POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REO'D POST MIN LF(;- 8' ' 101 I 17 POST MIN FOOTER S' I 101 I 17 POST MIN FOOTER 9 I 101 I 12' SNOW WIDTH POST RE- POST MIN OOTE B' I 17 I 17 POST MIN DOTE 9 I 101 I 17 POST MIN DOTE 9 I 101 I 17 LOAD (FT) SPACING FOR SPACIN POSTCONSTRAINED F SPAC POST SIZE CONSTRAINED FOO SPACIN POST SIZE CONSTRAINED FOO LOAD (FT) SPACIN FOR SPACIN POST SIZE CONSTRAWED FOOTER SPACI POST SIZE CONSTRAINED FOO SPACIN POST SaE CONSTRAINED FOOTI (PSF) ON SLAB SLAB (FT) TYPE 'd 'd (FT) TYPE •d 'd 'd 'd (FT) TYPE •d •d "d `d (PSF) ON SLAB SLAB (FT) TYPE 'd 'd 'd •d (Fn TYPE •d 'd 'd •d (FT) TYPE 'd •d -d "dFT In b b in N b in h Zn In In b in In In b In ......,.. �...,.....,� .. uau cYona� roc r. 10 4 1T4' A 9-7• A 23 28 29 31 15'-11" A 27 32 33 35 11',2' A 24 28 30 31 LIVE 4.5 16'-1• A 8'-10" A 23 27 26 30 18-0' A 28 31 33 34 101-6 A 26 28 29 31 5 13'-7' A 8'J` A 24 27 28 30 14',7 B 28 31 33 34 9'-T A 26 27 29 30 6.6 174" A T4" A 24 28 28 28 13'4• B 26 30 32 34 8'-11' A 26 27 28 30 6 1114" A 7'J` A 24 26 27 29 17-11• B 28 30 32 33 8'4' A 25 26 28 29 6.5 101-6" A 5-17 A 24 28 27 28 12W 6 30 30 31 33 T-10' A 25 28 27 29 7 9'-B" A 9b' A 24 25 27 28 174` B 30 30 31 33 T6• A 26 26 27 28 7.5 9-1` A . 9-1" A 25 25 26 28 11'-T B 30 30 31 32 74' A 26 28 27 28 8 8'4" A 51-10" A 25 25 26 27 111-7 B 31 31 31 32 6-7• A 28 26 26 27 8.5 8'-0- A sl -,r A 25 25 26 27 10'A" B 31 31 31 32 8'3' A 26 26 26 27 9 T4' A S4" A 26 25 25 77 101-• B 31 31 31 31 6'4" A 28 28 26 27 9.5 T$" A S-11 A 25 25 26 28 a-10' B 31 31 31 31 5'-T A 28 26 28 27 10 94" A 4'40' A 25 25 25 26 96` B 31 31 31 31 54' A 28 28 28 28 11 S -T A 4'6" A 25 25 25 28 8'4" B 31 31 31 31 S4° A 26 26 28 26 12 64' A 4'-7' A 25 25 25 26 9S B 32 32 32 32 4'4' A 26 26 28 26 B 13 51-2' A T -W A 25 2525 26 26 T4• B 32 32 32 32 4'4• A 28 26 28 26 C C C 14 4'-10' A 3'-8• A 25 25 25 25 T -T B 32 32 32 32 4'4• A 26 28 28 26 ' (' 16 4'4" A TS A 28 28 28 26 94• B 32 32 32 32 T -W A 28 26 28 2e 10 4 174' A 8'-11" A 23 28 30 31 IS -7 A 28 32 34 35 10'-T A 25 29 30 32 LIVE 4.5 161-1• A SJ' A 24 28 28 30 14'J' A 28 32 33 35 8'-6' A 25 28 30 31 5 13'-T A T4• A 24 27 29 30 13'6' A 29 3133 30 34 8'-11' A 25 27 29 30 6.5 174• A T-7 A 24 27 28 29 17-11' B 29 31 32 34 8'4` A 25 27 28 30 8 114' A 94' A 24 28 28 29 174' B 30 30 32 34 T4' A 25 28 28 29 8.6 176• A 94" A 24 26 27 28 11'.17 B 30 30 32 33 TJ' A 28 2e 28 29 7 96• A S4' A 25 26 27 28 11'-6" B 30 30 32 33 9-17 A 26 28 27 28 7.5 5-1' A 6*4" A 25 25 27 28 11'6• B 31 31 31 33 S-6" A 28 28 27 28 8 96' A S6' A 25 25 28 77 1016• B 31 31 31 32 6.1' A 28 26 26 28 8.6 94' A 61-2* A 25 25 29 Z7 176" B 3131 27 31 32 5'4• A 26 28 26 27 8 T6' A 4'-11' A 26 25 28 Z/ 9-T B 31 91 31 32 5'4' A ZB 28 28 27 8.6 T-2- A 4'6" A 25 25 25 28 9.7 B 31 31 31 31 6'J' A 28 26 26 27 10 S4• A 4'6" A 25 25 25 26 e'4• B 31 31 31 31 5'4" A 28 28 26 28 11 SS A 4-7 A 25 25 25 28 9-1` 8 32 32 32 32 4'-T A 26 28 26 26 12 6'4" A 7-17 A 25 25 25 25 T -T B 32 32 32 32 1'J' A 28 20 28 26 B 13 51-7 A S-7' A 25 25 26 25 T-1' B 32 32 32 32 3'-11' A 28 26 26 28 C C C 14 4'-17 A 34• A 28 20 20 2B 9.8• 8 32 32 32 32 3'4' A 28 26 2B 28 ' (' 16 4'6' A 3'-T A 28 28 28 18 9J` B 32 32 32 32 3'-6• A 20 28 28 28 20_-4... 4 8'-11° A T6' A 21 28 28 29 17-17 B 25 30 32 33 9-i' A 22 28 28 28 LIVE 4.5 T-11• A (r4r A 21 26 27 28 4 11'• B 28 20 31 32 T4° A 22 25 27 28 5 T-1' A 9-11 A 21 25 26 28 19-17 B 28 20 30 32 S4' A 22 25 28 28 5.6 6'-6' A 616• A 22 24 26 27 19-1• B 28 28 30 31 SJ' A 22 24 26 27 B 5-11° A SJ° A 72 24 25 27 96' B 28 28 28 31 6'4' A 22 24 25 27 6.5 S6` A 4'-17A B 22 24 25 28 9-17B C 28 27 28 30 64" A 22 24 25 28 7 1-1• A 4'4' A 22 23 25 20 94` B 27 27 28 30 S-1° 8 23 29 25 28 7.5 4'4'A A 4'J• A 22 23 24 28 T-17 8 27 27 28 29 4'-W B 23 23 24 25 B v -W A 4'4• A 22 23 24 25 T8 8 27 77 28 29 4b' B 23 23 24 25 a5 4'-7 A TAW A 22 22 23 26 T-1' B 27 27 27 29 4'J' B 23 23 24 26 8 T-11• A 3'-T A 22 22 23 24 B'4` B 27 27 77 28 4'-1" B 23 23 23 24 9.6 54' A 3'-6' A 22 22 23 24 9-6" C 27 27 27 28 Y-17 B 23 23 23 24 10 3.6` A 3'J` A 22 22 23 24 9.Z' C 27 27 27 28 3'4' B 29 29 b 24 11 3'-7 A 3'4° A 22 22 22 23 S4` C 27 27 27 27 3'4` B 23 29 Z, 23 12 7-110 A 74' A 22 22 22 23 6'J` C27 27 27 27 3'-1` 8 29 23 23 29 B 13 74' A 74" A 22 22 22 23 4-17 C 27 27 27 27 7-11` B 23 23 29 27 C C C 14 76' A 2 A 22 22 23 24 4'-T C 27 27 27 27 74" B 23 23 23 21 ' (' 16 74' A 7-T A 7! 22 23 24 413` C 27 27 27 27 2'4' B 23 7 S$ A 25 4 T-7 A T-1' A 21 26 27 29 17-V C 25 30 31 33 T-0' B 22 26 27 29 30 4.5 94' A 616" B 21 26 27 28 11'4' C 25 29 31 32 T-1" B 22 25 27 28 6 6'4• A 61-11` B 21 25 26 27 lOB C 28 29 30 32 6'4' B 22 25 28 27 5.5 S-7 A 5-6' 8 21 24 28 27 94• C 26 28 30 31 814• 8 22 24 28 27 6 4'4° A S4' B 21 24 25 28 9-1• C 28 28 28 30 S -T B 22 24 25 28 6.5 4'6" A 4'-8" B 21 23 25 26 B'6' C 28 27 29 30 613' B 22 23 25 28 7 4'-1• A 4'4' B 21 23 24 25 941 C 28 27 28 30 4'-10' B 22 23 24 25 7.5 T-10" A 4'-1' B 21 23 24 25 T -T C 28 26 28 29 4'-7' B 22 23 24 25 8 3'-T A 9-10` B 22 22 24 25 T-2' C 28 28T7 28 29 14" 8 22 22 24 25 8 34• A TF B 22 22 23 24 61-10' C 28 26 27 28 4'-1" B 22 22 23 24 8.67-17 T-7 A 3'6" B 22 1 22 23 24 96• C 1 27 27 27 28 7.11' 8 22 22 23 24 B.6 3'4` A 3'J• 0 22 22 1 23 24. 9.7 C 27 1 Z7 27 i 28 T. B 22 22 23 24 10 7-77 A 3'-1• B 22 22 22 23 S-11- C 27 27 27 27 3-681 8 23 23 23 24 11 7-T A 7-17 B 22 22 22 23 SS C 27 27 27 27 3'J' B 23 23 23 23 26 4 T-2" A T-1" A 22 27 28 29 176' C 28 90 32 31 T4" B 22 26 27 29 30 4.5 S4• A 8'6• B 22 28 27 29 114' C 26 30 31 33 T-1• B 22 25 27 28 5 S4" A 51-11" B 22 25 27 28 1016 ' C 26 29 31 32 6' 6" B 23 26 26 27 5.6 S-7 A SS 8 22 26 28 27 9$ C 27 29 30 32 94" B 23 24 28 27 8 4'4• A S4' B 22 24 28 27 B-1• C 27 28 30 31 S -T B 23 24 25 28 6.5 4'-6' A 4'4` B 22 24 25 28 8'6- C 27 28 29 31 SQ- 8 23 23 25 28 7 4'-1• A 4'4• B 22 23 25 26 8'6' C 27 27 29 30 r.lV B 23 23 24 25 7.5 T -1C A 4'-1' B 22 23 24 28 T -T C 27 Z7 28 30 4'-T B 23 23 24 25 8 - 3'-7- A 3-17 B 22 23 24 25 T-2' C 27 27 28 29 1'4' B 29 27 21 8 34• A TF B 22 22 24 25 6'-10- C 27 27 2B23 28 3'4• BL2222 8.67-17 T-7 A 3'6" B 22 22 23 25 96• C 27 27 27 29 3'-11• 8 23 27 23 9 34• A 3'J• B 22 22 23 24 94 C 77 27 77 28 9'6' B 23 23 23 ]258.6 10 7-17 A 3'-1' B 22 22 23 24 51-11- C 28 28 28 28 3'6- B 23 23 23 11 7-7" A 7-17 B 22 22 72 23 S6' C 28 28 28 28 3'J' B 23 23 23 0 4 2008 716/2007 Page 12 of 21 110 MPH EXPOSURE C 30 4 94' A 8'-T B 21 26 27 28 1C-11' C 25 29 31 33 S4' B 21 28 27 28 4.5 S4' A S4' B 21 25 28 28 9-11' C 25 28 30 32 6'-7 B 21 25 26 29 5 4117 A 6'-1' B 21 24 26 27 9.7 C 25 29 30 31 sl-,rB 21 24 26 27 5.6 4'4' A 4'4• 8 21 24 25 26 94 C 25 28 29 31 SJ" B 22 24 26 26 6 4'4' A 401' B 21 23 26 28 T-17 C 28 27 29 30 1'4" 8 22 23 25 26 8.5 Y-1* A 4'4• B 2123 24 25 T4` C 29 27 29 30 416' B 22 23 24 28 7 316` A T-8' B 21 23 24 25 9-11• C 28 26 28 29 417 B 22 23 24 26 7.6 7-2' A 31-W B 21 22 23 25 96" C 26 26 27 29 3'-11' B 22 22 8 3'4' A 3'J' B 21 72 23 21 9S C 26 28 27 28 3'4• BL2222 8.67-17 A 3'-1• 8 21 22 23 2t 5-17 C 28 28 77 28 3'4• B22 9 74° A 7-11• B 21 21 23 24 S -T C 28 28 28 28 3'4'B22 A 9.6 78' A 7-V B 21 21 22 23 54• C 28 28 - 28 27 XT B2210ISA 74• B 222'77 3'4• B22 105 MPH EXP0.9URE C - 30 4 94' A e' -T B 20 26 20 28 19.11* C 24 29 30 32 4.6 6 6.5 54' 4'-17 44" A A A 516• S-1• 4'4r B B B 20 20 20 24 24 23 25 25 25 27 28 28 9-11• 9.7 96' C C C 25 26 25 28 28 71 30 29 20 31 301 30 e44• A 'r-7 B 20 23 24 25 T-17 C 2e 27 29 29 ' (' 6.5 3'4• A 44' B 20 22 24 25 74• C 28 20 28 29 7 S$ A 3.6" B 20 22 23 , 9-11' C 29 28 27 29 Y 1.6 8 1 74' A A Y8 313' B B 20. 20 21 29 23 . 24 9-6' 9J• C C 28 28 2821 26 20 28 28 L 6 9.6 7-17 A 311• B 20 21 71 23 5'-17C 28 20 25 27 9 74• A 7-11' B 20 21 22 29 51-71C 28 2B 29 27 8.6 7$A 74• B 20 21 22 23 54• G 29 27 0 4 2008 716/2007 Page 12 of 21 SOLID COVER 6.0 POST (ROUND TRIB MAX POST MAX A 22 SNOW WIDTH POST REO'D POST MIN FOOTS LOAD (FT) SPACING FOR SPACIN POST SIZE (PSF) LIVE ON SLAB SLAB (FT) TYPE 'd 22 25 FT 29 1114" B M Detail N30 UM7e 0.0429c3 W Box Beam Detall N25 Double 0.0329Q'k6.625 ox Beam(Detail N25) 0.0424"W Box Beam Detail N30 Doub a 0.042 SA"xB Box Beam Detail N25 Double 0.032'x2°x6: 'eestanding or Attached Freestanding or MFreestwdingstanding or TABLE 81Attached Freestanding or Attached Freestanding or Attached ultis an Units Structure Muftis an Units lis Units Structre MuItiS an Units Struchae Multis an Units Structure MAX POST LENGTH MAX MAX POST LENGTH MAXAX POST LENGTH GROUND TRIG MAX POST MAX MAX POST LENGTH MAX MAX POSTLENGTHS I id I 17 POST MIN FOOTER S' I 117 I 17 POST ' I 10 I 17 SNOW WIDTH POST REO'D POST MM O VI 10' I 17 POST MIN OOTE 8' I 1o' I 17 POST MINOOTE )NSTRAINEDF 6PAC1 POST SIZE CONSTRAINED FOO SPACINGSTRAINED FOOTS LOAD (FT) SPACIN FOR SPACIN POST SIZE CONSTRAINED FOOTER SPAC POST . 612E CONSTRAINED SPACIN POST SIN (FT) TYPE 'd 1C '� 'T (FT) •7 "T (PSF) ON SLAB SLAB (Fr) TYPE Y 'd 'd Y (FT) TYPE •d"v "Q' "T (FT) TWE "Q'N h b in n N h N In , M(in)h 20 4 V-11" A 7*.61 A 22 27 28 30 17.10" 8 26 31 92 91 T-1• A 22 27 28 30 LIVE 4.5 7'-11• A 6'4" A 22 25 28 29 1114" B 27 30 82 33 T41 A 23 20 28 29 6 5r -I" A V-1" A 22 25 27 28 1U -10"a B 27 29 31 33 0'-01 A 23 28 27 28 9.5' 5.6 e'S1 A 61-81 A 22 25 26 28 1d-1" B 27 29 31 32 V-3' A 23 25 28 28 4' 0 6-111 A 51-r A 22 25 26 27 9'S' B 27 28 30 31 5'-01 A 23 25 26 27 9' 0.5 5151' A 4'-17 A 22 24 26 27 V-101 8 27 26 30 31 6'51• A 23 24 28 27 126 7 5-1' A 1'41 A 22 24 25 28 641 B 27 28 29 30 S-1 • B 23 24 25 28 0.51 7.5 1'4' A fit A 22 23 25 26 T-101 B 27 27 29 30 141 B 23 23 26 26 17 841511 4511 A P41 A 22 23 24 26 7'-6" B 28 28 28 30 1'4' B 23 23 24 25 16.5 a.5 1'-7' A 3'-17 A 23 23 24 25 T-1" B 28 28 26 29 4'J" B 23 23 24 25 9 T-111 A Y -r A 23 23 24 25 W -W B 28 28 28 29 4'-1• B 23 23 24 25 9.6 3'41 A 3'51' A 23 23 23 24 B4' C 28 28 28 28 T-101 B 24 24 24 25 10 34' A 3141 A 23 23 23 24 V -T C 28 28 28 28 314• B 24 24 24 24 11 3'-T A 3'4" A 23 23 23 24 64' C 28 28 Z8 28 3'511 B 24 24 24 24 12 7-11" A 74r A 23 23 23 23 S 71 C 28 28 28 28 3'-1" B 24 24 24 24 79 74• A 74' A 23 23 23 21 4'-10" C 28 20 28 28 7-11' B 24 24 21 21 20 4 8'-11• A TSA A 23 28 30 31 17-10' B 28 32 34 35 8'-1' A 24 25 29 31 LIVE 4.5 T-11' A 6'4' A 23 27 29 30 11'4" B 28 31 33 35 74' A 24 27 29 30 6 5 7-1' A e'-1• A 23 27 28 30 10'-17 B 28 31 33 34 V -V` A 24 27 28 30 9.5' 6.5 6'.6' A 5141 A 24 28 28 29 10'-1' B 29 30 32 33 6J" A 24 25 28 29 4' a 5-11• A 514' A 24 28 27 28 9'd' B 29 30 31 33 514" A 24 26 27 28 9' 6.6 6151• A 4'-17 A 24 25 27 28 V-17 B 29 29 31 32 SS' A 25 25 27 28 126 7 5-1' A 4'4' A 24 25 26 27 8.4' B 29 29 30 32 51-11 B 25 25 26 28 0.51 7.5 1'4" A v -r A 24 24 2e 27 r-17 B 29 29 30 311'4" 4'41 B 25 25 26 27 17 8 4511 A 4'4' A 24 24 25 27 TS B 29 29 30 31 4'4" B 25 25 20 27 16.5 8.6 4',T A 3'-17 A 24 24 25 26 1-1' 6 28 29 28 31 4'J' B 25 26 25 26 8 3'-11' A T -r A 24 24 25 26 641 B 29 29 28 30 4'-1" B 25 25 26 26 9.6 3 41 A 31.61 A 24 24 24 26 6' 51' C 29 29 29 30 T-17 B 25 25 25 26 10 3.41 A 3'-3" A 24 24 24 26 6.7 G 30 90 90 90 3'41 B 25 26 26 25 11 3'-2' A 3.4" A 24 24 24 26 64' C 30 3D 30 30 T-6" B 25 25 25 25 20 4 8'-11' A T4' A 24 29 30 32 174' B 29 33 35 37 8'-1' A 26 29 31 32 LIVE 4.6 T-11' A 651'A B 24 28 30 31 11'4' B 30 33 35 36 r4• A 25 28 30 31 6 5 7-1' A 5-11' A 24 28 28 30 1d-17 B 30 32 34 35 8'4• A 25 28 20 31 9.5' 6.5 V-61 A F-6" A 25 27 29 30 10'-1" B 30 3133 28 36 6141 A 26 27 29 30 4' 6 6-11" A S-7 A 26 27 28 29 V -v B 30 31 33 34 64' A 28 27 28 30 9' a.6 651' A 4'-17A B 25 26 28 28 V-17 B 30 30 32 34 6'4' A 28 20 28 29 126 7 6'-1' A 4.4" A 25 26 27 29 64" B 31 31 a2 33 6-1' B 28 29 27 29 0.51 7.6 4'4' A W-7 A 26 25 27 28 r-17 B 31 31 31 33 4'41 B 26 28 27 28 17 a 4'51' A 441 A 26 25 20 28 r-6*B C 31 31 31 32 44'• B 20 26 27 28 16.5 8.5 41.7 A 3'-17 A 26 25 26 27 r-1" B 31 31 9132 25 1471 B 26 . 20 28 27 9 T-111 A 3'-r A 25 25 26 27 641 B 31 31 31 31 4'4' B 28 25 26 27 9,6 3'4' A 3'51' A 25 25 25 27 V -r C 31 31 31 31 YAW B 28 25 26 27 10 V-6- A 3'-3' A 25 25 25 26 6',T C 31 31 31 31 T4• B 26 28 20 28 11 3'-T A 341A Z6 26 25 20 64" C 31 91 91 31 34' B 28 26 28 26 12 7-11' A 741 A 26 2625 26 64' C 31 9/ 31 31 3'-1' B 26 20 28 26 \ Hcn=R L 1111.11 nwM IIVI\J rvm inc Imp - DOSE FREESTANDING OR ATTACHED STRUCTURE 2 CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM TABLES 4.1 TO 4.8 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 6.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. or T I 10' 1 17 NSTRAINED FOOT] V I 'S I -T 10 1 1'4' A 4'-17 B 19 24 25 27 T4' C 23 28 30 91 64' B 20 24 26 27 21' 4.6 1'41 A 441 B 19 23 25 20 r-11' C 23 27 29 30 1'-101 B 20 24 25 28 6 5 T-7' A V-111 B 19 23 24 26 Iw C 23 27 28 29 4'4• B 20 23 24 25 9.5' 6.6 3'-31 A 3'-7' B 19 22 24 25 V4r C 24 26 28 29 4'-1' B 20 23 24 25 4' 6 3'41 A 341 B 19 22 23 24 04• C 24 26 27 28 V -v B 20 22 23 24 9' 6.5 74' A 3=1' B 19 22 23 24 T-17 C 24 25 77 28 9'-0• B 20 22 23 24 126 7 7-r A 7-10' a 19 21 22 23 SS' C 24 25 28 27 3'J' B 20 21 23 24 0.51 7.6 751• A 74• B 19 21 22 23 1-1' C 24 24 20 27 3'-1' B 20 21 22 23 17 8 74" A 74' B 19 21 22 23 4'-10' C 24 24 26 27 7-10' B 20 21 22 23 16.5 8.6 7-1" A 741 B 19 20 21 22 4'-r C 21 24 25 25 741 8 20 20 22 23 9 74" A 741 B 18 20 21 22 44' C 24 24 25 26 7-7' B 20 20 21 22 9.5 1'-11' A 7-11 B 19 20 21 22 4'-1' C 24 24 24 26 751' B 20 TO 21 22 60 4 T4' A 34" B 17 22 23 24 R-3• C 21 26 27 28 3'4• B 16 22 23 25 21' 4.5 74" A 3'4r B 17 21 23 24 5141 C 21 25 27 28 3'511 B 18 22 23 24 6 5 751' A 741 B 17 21 22 23 51-7 C 21 25 20 77 3'-1' B 18 21 22 23 9.5' 6.6 7,7 A 741 B 17 20 22 23 441 C 21 24 25 27 7-17 B 16 21 22 23 4' 6 74" A 7.31 B 17 20 21 22 4'511 C 21 24 25 26 7-7' B to 20 21 22 9' 6.5 1'-10' A 7-11 B 17 20 21 22 4'-1' C 2123 8' 24 26 74' B 16 20 21 22 126 7 1'41 A 1'-11• B 17 19 20 21 3'-1T C 21 23 24 25 2'511 B 16 Is 21 22 0.51 7.5 1'-r A 1'-17a 11' 17 1B 20 21 T -r C 21 22 24 25 7-1" B 18 19 20 21 17 8 1 151' 1 A I 1'41 I B 1 17 1 18 1 20 1 21 11 34• 1 C 1 21 1 22 1 23 1 24 el 2'4" 1 B 1 18 1 19 1 20 1 21 OVER- NANG Fmestandlng Structures TABLE 6.2 TRIBUTARY VMTHS FOR SINGLE BPAN ATTACNED STRUCTURES PROJECTION OF SINGLE 9PAN STUCTURES I Max POST Footing lHeiahti 8' V 10' 11' 17 13' 14' 151 13 1T 1T IV 20' 21' 27 0' 4' 4.51 6 5.5 6 8.51 r 7.51 T 8.51 9' 8.6 10' 10.51 11' 1' 4.6 S 5.51 6 6.5' r 7.51 V 8.51 9' 9.51 10' 10.5 11' 11.6 7 T 5.51 V 6.6' r 7.6 8' 8.51 T 9.5' 10, 10.5 11' 11.6 17 9' 6.6 6 6.6 r 7.6 1' 8.6 9' 9.5110' 10.6 11' 11.6 17 126 4' 6 6.6 r 7.6 V 8.5' 9' 9.6 10' 10.6' 11' 11.6 12' 125 13' 6 6.5' r 7.51 V e.6 9' 9.6 10' 10.6 11' 11.5 17 1251 13' 13.5 r r 7.6 8' 8.51 9' 9.610' 10.51 11' 11.6 17 126 13' 13.5 14' r 7.51 V 8.6 V 9.V 10' 10.51 11' 11.6' 17 126' 17 13.6' 14' 14.b' 8' 8' 0.51 9' 9.51 10 10.6' 11' 11.5 17 125 iT 13.6 14' 14.6 151 9.51 10 10.6 11' 11.51 17 1251 13' 13.6 14' 14.6 16 15.6 10' 51 9.6 10' 10.5 71' 11.6 17 1251 13' 13.6 14' 14.6' 16' 16.5 151 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 6.1 SLAB 8. USE THE SMALLER OF THE SLAB SPACING OR HEADER SPACING SLAB 9. POST W MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE TABLE6A Pt Requirements for Fmestandlng Structures Post Description Maximum I Max POST Footing lHeiahti 0.041"50'50 Steel Clover d = 23" 12' D 0.041°S3'SCd" Steel Cloverd = 23' 8' E 0.188"x3'" Steel d = 37" 18' F 0.188'k4"x4" Steel Square Amerlmax Building Products Carl Putnam, P. E 6208 Tennyson Parkway 3441 IvyBnk Place Plano, Texas 76024 Lynchburg, VA 24603 (434) 384-2514 earloutri smAcomcast.net FEB0 4 2009 7/8/2007 Page 13 of 21 S660 COVER 6.0 POST TABLE 6.51 Attached Freestanding Or Attached Freestanding or Attached Structure Muftis n Units Strucbxe Muftis an Units Structure GROUND TRIG MAX POST MAX MAX POST LENQTII MAX MAX POST LENGTH MAX &N WV WIDTH POST REOD POST MM FOOTER 8' 17 I 18' POST MM FOOTER 6 I 17" I 18' POST MIN FooTE LOAD (FT) SPACMG FOR SPACIN POST SIZE ICONSTIRANED FOOTS SPACIN POST SIZE CONSTRAINED FOO SPACING POST SIZE (PSF) ON SLAB SLAB (F) TWE 'd 'd 'd I 'd (FT) TWE `d 'd I 'd I 'd (FT) TWE 'd tr n h In N reestanding or TABLE 6.51 Attached Freestanding or I ChadFTB8st8ndi3g Or Attached Freestanding or Iritis Units Stnrchae Mu(tis an Units Structure MuPo an Unfts StruCWre Mullis an Units MAX POST LENGTH GROUND TRIO MAX POST MAX MAX POSTLENOTN MAX MAX POST LENGTH MAX MAX POST LENGTH 8' I 12 I 16 SNOW WIDTH POST aEaD PosT MIN OOTE 6 I 12 I 19 POST IN 00 9 I 12 I 18' POST MIN o0 9 I 12 I 19 )NSTRAINED FOOTS LOAD (FT) SPACIN FOR AC POST SIZE CONSTRAINED fOOTIlR SPACI POST SIZE CONSTRAINED F ACIN POST SIZE CONSTRAINED FOOTS 'd I •d I 'd (PSF) ON SW SLAB (FT) TWE -d 'd I 'd I "d (FT) TYPE 'd "d I 'd I 'd (Fn TYPE 'd 'd I 'd i W 10 4 17"6' A 25.8' B 32 38 40 44 21'8 B 3094 35 38 42 33'5" C 35 37 41 45 UNE 4.6 1S-1' A 25'8 B 33 38 38 M 206" B 31 34 37 4137-r 31'3' C 36 37 41 46 6 17-T A 24'-T C 34 36 38 43 201-W8 B 32 33 37 41 311-0' C 37 37 40 45 5.5 124' A 23'-10" C 35 35 39 43 194" B 32 33 37 41 30-1' D 38 38 40 44 8 11'4' A 27-7 C 35 35 38 43 18'-10'B B 33 33 38 40 29-7 D 38 38 40 44 6.6 195• A 27-T C 36 3B 38 42 18'4" C 34 34 38 40 2B'S' D 39 38 39 44 7 96' A 27-W C 37 37 38 42 17"-17 C 34 34 36 40 27"8 D 40 40 40 43 7.6 9-1` A 21'8' C 37 37 38 42 1T6" C 35 35 38 40 2T-1' D 40 40 40 43 8 8'8 A 21'-1" 0 38 J8 38 42 16'-17 C 35 35 35 39 2980 D 41 41 41 AS a 6 8' 8 A 29-T D 38 38 38 41 194- C 35 36 35 39 26'4` D 41 41 41 43 9 7"8A A 29.7" D 39 39 39 41 15-17 C 38 38 38 38 25'8 D 42 42 42 43 9.5 7"3' A 19.10' D 39 39 39 41 1518 C 36 38 38 38 25-1' D 42 42 42 42 10 68 A 198 0 40 40 40 41 15'-0' C 36 36 38 38 24'-T D 43 43 43 43 11 83'A A 16-11" D 41 41 41 41 14'J' .0 37 37 37 38 27-10' D 44 44 44 44 12 68A A 165'D 0 41 41 41 41 17-T 0 37 37 37 37 23-7 D 45 46 45 45 13 S -r A 17"-11" D 42 42 42 42 17-V' D 36 38 38 38 27-T D 45 45 45 46 14 4'-10` A 17"5' D 43 43 43 43 178 D 38 38 38 38 27"6' D 48 46 46 48 15 4.8 A Ir -1' D 43 43 43 13 171' D 39 38 39 39 21'6' D 47 47 47 47 10 4 178 A 258 B 33 36 40 46 20-11" 8 31 35 38 42 375' C 36 38 42 48 LIVE 4.5 15.1' A 248 B 34 38 40 44 20'-1• B 32 34 38 42 31'3' C 37 37 41 46 5 17-7' A 23'-10"C 0 35 36 40 44 198 B 32 34 38 42 30-1' C 38 38 41 45 Q6 174' A 27-1' C 35 38 39 13 188 B 33 34 37 41 29-7 C 38 38 41 45 8 114• A 276' C 36 36 39 43 18'51 B 34 34 37 41 28'4' D 39 38 40 45 6.5 188 A 21'-10' C 37 37 39 43 17"8 8 34 34 37 41 27"-7' D 40 40 40 44 7 98 A 21'4' C 37 37 39 43 1T3' C 35 36 37 40 28'-11' 0 40 40 40 44 7.5 9-1' A 20-10' C 38 38 38 42 16-T C 35 35 38 40 2W -W D 41 41 41 44 8 6$ A 298D D 39 38 3B 42 166' C 38 38 36 40 25'8 D 42 42 42 44 8.5 86'A A 20-0' D 39 39 39 42 1518 C 30 38 38 39 25,7 D 42 42 42 43 B 7"8 A 19-T 0 40 40 40 42 151•1" C 36 38 36 39 24'8 0 43 43 43 43 9.6 7"3'A A 19J' D 40 40 40 42 14'8 C 37 37 37 38 24'J' D 43 43 43 43 10 88 A 18'-11' 0 41 41 41 41 14'4' C 37 37 37 38 27-10' D 44 44 44 44 11 63' A 18'4' D 41 41 41 41 17-7" C 37 37 37 38 27-1' 0 45 45 45 45 12 61 6" A 17"-f0' 0 42 42 42 42 17-11' C 38 38 38 38 278 D 40 46 46 46 13 51,7A A 17"4' 0 43 43 43 43 178 C 38 38 38 38 21'-10'D E 40 46 48 46 14 4'-10' A 16-11' 0 44 44 44 44 11'-11' D 39 39 38 39 21'4' D 47 47 47 47 16 4'8 A 164' D 44 44 44 44 11'8 D 38 39 3B 39 20.10' D IB 48 48 48 20 4 B'-11" A 24'-11' D' 32 35 38 43 208 C 30 34 37 41 31'8 D 34 37 40 45 LIVE 4.5 7"-1 l' A 24'-W D 33 35 19 43 198 0 30 33 37 41 303' 0 35 38 40 44 5T-1' 518 A 27-7 0 33 35 38 43 198 0 31 33 38 40 29.7 D 36 38 40 44 5.6 68A A 278 0 34 34 38 42 17"-10' D 32 33 36 40 28'J' D 37 37 39 44 8 6-11' A 21'6" 0 36 35 38 42 17"8 0 32 32 38 39 ZT8 0 38 38 39 43 8.5 68 A 21'8 D 35 35 38 42 164" 0 32 32 35 39 288 E 38 38 39 43 7 6'-1' A 2'8 D 36 36 37 41 158 D 33 33 36 39 28'-1' E 39 39 39 43 7.5 4'6' A 288D E 36 38 37 41 15.1' D 33 33 35 38 25'8 E 39 39 39 43 a 4151' A 198 D 37 37 37 41 14'8 0 33 33 34 38 24'-11' E 40 40 40 42 8.5 4'3' A 1W -V D 38 38 3841 41 1/'-0' D 34 34 34 37 24'5' E 41 41 41 42 8 3'-11' A 198D E 38 38 3840 40 178 D 34 34 34 37 24'8E E 41 41 41 42 a5 3'8 A 18'8 E 38 38 38 40 17-1- 0 34 34 34 37 27-T E 42 42 42 42 10 38 A 184' E 38 39 39 40 178 D 34 34 34 37 23,7 E 42 42 42 42 11 3'3' A 1T4r E 40 40 40 40 11111' D1 35 35 35 38 278 E 43 43 43 43 12 7-11' A 18? E 40 40 40 40 111-7 0 35 35 35 30 21'-r E 4/ 44 44 44 13 76' A /6-11 E 4124'41 41 41 108 D 35 35 36 95 211 E 45 16 45 45 14 78 A 11W E 41 41 41 41 10d' 0 90 38 36 38' 208 E 45 45 46 46 16 24' A 156' E 42 42 42 42 98D 38 38 38 38 20'a' E 48 48 46 40 25 4 7"3" A 24'-7` D 32 35 39 43 19-11• 0 29 >3 37 41 3d-11' 0 3! 38 40 45 4.6 64' A 23'-T D 32 35 39 43 18',7 D 30 33 37 41 298 D 35 36 4044 44 6 518 A 2X8 D 33 35 38 42 18J' D 31 33 36 40 28'8 E 38 36 40 44 6.6 SS A 27-1' 0 34 34 38 42 17"5' D 31 32 38 40 2r-10' E 37 37 39 43 8 4'8 A 21'8 D 36 35 38 42 15.8' D 32 32 35 39 27"8 E 37 37 38 43 6.6 48 A 20-10' D 35 35 37 41 198 0 32 32 35 39 294• E 38 38 39 43 7 4'-1' A 2014' E 36 36 37 41 15'4' D 33 33 35 39 265' E 39 39 39 43 7.5 TAW A 19-11' E 38 36 37 41 14'5' 0 33 33 34 38 25.1' E 39 39 39 42 ti 3'-7" A Wd° E 37 3! 3/ 41 14'-1' UU3-4 34 3J Si die 1i-1 e W W W 44 8.6 3'4• A 19-1" E 37 37 37 41 13'-T D33 34 34 31 37 24'-1' E 40 40 40 42 9 7-7 A 18'8 E 38 38 38 40 17-1' D34 35 35 34 37 27-7" E 41 41 41 42 9.5 76' A 18'8 E 38 38 38 40 178 034 35 35 34 37 27.7 E 41 41 41 42 10 2-10` A 17"-11' E 39 39 38 40 17J- D34 35 35 34 36 22'8 E 42 42 42 42 11 7-T A 17"-1' E 39 39 39 39 11'-T D34 36 38 34 38 2Z-1' E 43 43 43 43 25 4 7"3" A 24'-T D 33 38 40 44 19.11- D 30 34 38 42 30'-11' D 35 36 40 45 4.5 84' A 23'-T D 33 36 40 44 1951 D 31 34 38 42 298 D 38 36 40 44 6 518 A 276' D 34 35 39 43 18.3' D 32 34 37 41 288 E 37 37 40 44 5.5 513' A 22'-1' D 36 35 39 43 17"8 0 32 33 37 41 27'-1P E 38 38 39 43 84'8 A 2118 D 38 36 39 43 185' D 33 33 38 40 27"4" E 38 38 39 43 6.5 4'8A 20-10'D 36 38 38 42 188D 33 33 36 40 294' E 39 39 39 43 7 4'-1' A 20'4' E 37 37 38 42 1514' D 34 34 35 39 2S5' E 40 40 40 43 7.5 T-10' A 19-11' E 37 37 38 42 14'5' D 34 34 35 39 28-1' E 40 40 40 42 8 7-T A 186' E 38 38 . 38 42 14'-7" D 34 34 35 38 24'-T E 41 It /1 42 8.5 74'A 19-1" E 39 39 39 41 17-T 0 34 34 34 38 24'-1' E 42 42 42 42 9 7-7 A 186' E 39 39 39 41 17-1' D 35 35 35 38 27-T E 42 42 42 42 9.5 76' A 188 E 39 39 39 41 128 D 35 35 35 37 27.7 E 43 43 49 43 10 2-10` A 17"-11' E 40 40 40 41 17J' D 35 35 35 37 228 E 43 4J 43 p 11 7-T A 17"-1' E 40 40 40 40 11'-7- D 36 38 38 37 21-1' E 44 M 14 44 0 4 2008 7/8/2007 Paye 14 of 21 SOLID COVER 6.0 POST UC 0.0 Auacneo rreealmnoing or A Anacned D 33 36 40 11 Structum C Mulcts an Units 34 Structure 42 ROUND TRIS MAX POST MAX 48 LIVE MAX POST LENGTH MAX A 21'4• SNOW WIDTH POST REO•D POST MIN FOOTER 8' I 17 I IF POST MN FOOTE LOAD (FT) SPACES FOR 6PACN POST 612E CON6TRAINED FOO 6PACI POST 612E (PSF) 34 ON SUB SUB (FT) TYPE •d 'd 'd 'Q' (FT) TYPE 'd 29,7 D FT 37 41 46 N n in 64• A In or MAX POST LENGTH MAX 17` 11 POST MIN FOOTE NISTRAINED FOO 6PACNG POST 611E 'Cr I "d I 'd (FT) TYPE 'd N/1X POST LENGTH GROUND TRIG MAX POST MAX 8' I 17 I IF SNOW WIDTH POST RECD POST MN OTE NSTRAINED FOO LOAD (Fn SPACN FOR 6PACN POST f 'd 'd "d (PSF) ON 6W SLAB (FT) TYPE 'd In In n 20 4 8'-11" A 24'-11' D 33 36 40 11 20'-8• C 31 34 38 42 31'41 D 35 37 41 48 LIVE 4.6 T-11• A 21'4• D 34 36 40 44 194• 0 31 34 38 42 30'-3•D D 38 37 41 45 a' 5 T-1' A 23,7 D 34 38 39 44 18'4" D 32 34 37 41 29,7 D 37 37 41 46 9.6' 6.6 64• A 274' D 36 35 39 43 17`-10" 0 33 33 37 41 2V -T D 36 38 40 I6 1' 6 6'-11• A 21'-0' D 38 36 39 43 17`4' D 33 33 36 40 27`41D D 39 39 40 44 9 0.6 614" A 21'-W 0 38 3a 38 43 18'4" D 33 33 38 40 28'4" E 39 39 40 44 125' 7 6-1 A 294• D 37 37 38 42 144' D 34 34 38 40 25-11 E 40 40 40 W &F 7.6 4'4' A 20J" D 38 38 38 42 15-1' D 34 34 35 39 26'4' E 41 41 It 44 17 84'4" 4.4" A 194" D 38 38 38 42 14'4' D 34 34 35 3➢ 24'-11" E 41 41 41 43 15.6 &5 4,7 A 194' D 39 39 38 42 1414' D 36 35 35 38 24'4' E 42 42 42 43 9 3'-11' A 194' D 3B 39 39 41 13b' D 35 35 35 38 214' E 42 42 42 43 8.6 T4Y A 1a'4' E 40 40 40 41 174' D 35 35 35 38 23'-7' E 43 43 43 43 10 T4• A ICA" E 40 40 40 41 17-0" D 35 35 35 37 27-7 E 43 43 43 43 11 T-7 A Irr E 41 41 41 4111111" 11'-11" 0 36 38 38 37 274' E 11 44 44 44 12 7-11• A 19? E 41 41 1/ 41 11V' D 36 30 3, 38 21-9' E 45 45 45 45 13 7-0' A 19-1" E 42 12 42 12 19-0' D 37 37 37 37 21'-3' E 48 48 46 46 20 4 6'-11' A 24'J" D 34 38 42 46 W-3- C 32 36 40 44 30-T D 37 38 43 48 LIVE 4.5 T-11' A 23'-0• D 35 37 4/ 46 194' D 33 38 39 44 294' D 38 38 43 47 a' 5 T-1- A 274• D 38 37 41 45 17`4' D 34 35 39 43 28'4" D 30 39 42 47 9.6' 5.5 6-S' A 21'-10" D 37 37 40 46 17-10' D 34 35 38 43 27`4' D 40 40 42 46 1' a6-111 F-11" A 211-2" D 38 38 40 44 17`41 D 35 35 38 42 264' D 41 41 42 46 9 8.6 641 A W.S. D 38 38 40 44 184" D 35 35 38 42 28'4• D 41 41 41 M 125' 7 5'-1" A 29-7 D 39 39 40 44 144' D 30 38 37 4125-4" 24'-1" E 42 42 42 45 &F 7.5 441 A IFr D 40 40 40 44 15-1" D 38 38 37 41 24'-1(' E 43 43 43 45 17 e 4.4" A IW -T D 40 40 40 43 174" D 37 37 37 40 24'J" E 43 43 43 45 15.6 8.5 4'12" A 18'-10' D 41 41 41 43 11'4" D 37 37 37 40 234' E H 44 44 45 9 3'-11" A 18'4• D 41 41 41 43 13'4' D 37 37 37 40 23'-4" E 44 44 44 44 9.5 3.4' A 18',7 E 42 42 42 43 1T-1" D 37 37 37 39 72'-11' E 45 45 45 45 10 T4' A 1TAV E 42 42 42 43 174' 1) 38 38 38 39 274" E 46 46 46 46 11 7`41A A 17`.41 E 43 43 43 43 11'-11" D 38 38 38 39 21'-10" E 46 48 46 46 20 4 8'-11" A 234r D 36 39 43 47 18.4^ C 33 37 41 45 29.0" D 38 40 44 49 LIVE 4.5 T-11' A 27-1" D 37 38 42 47 17'-11" C 34 3a 40 44 27`-10'D E 39 39 44 48 a' 5 T-1' A 214' D 37 38 42 46 1rJr D 35 38 40 44 2a'-11' D 40 40 43 48 9.6' 6.5 64• A 204' D 38 38 42 46 164' D 35 35 39 43 28'-1" D 41 41 43 48 1' a F-11" A 20'-1" D 39 39 41 40 151-0' 0 36 3a 39 43 251-4' D 42 42 43 47 9 6.5 641 A 18'-7' D 40 40 41 46 1614' D 36 36 38 42 244r D 43 43 43 47 125' 7 6.1" A 19-1" D 40 40 41 48 14'4' D 3/ 37 3a 42 24'-1" D 44 44 44 47 &F 7.5 f4' A 17`4'D E 41 41 41 46 13'-1P D 37 37 38 42 2341 E 44 44 44 46 17 a 4'41 A 18'-1D E 42 42 42 45 174" D 3a 38 a8 41234r 21'-0' E 45 4s 4s 48 15.6 8.5 4'.7 A Ir -11" D 42 42 42 44 13.4'D D 38 38 38 41 274' E 45 45 45 48 9 3'-11' A 17`-T D 43 43 43 44 174" D 38 a8 38 41 27-1" E 48 48 46 46 9.5 3'4" A Ir -3" D 43 43 43 44 174" D 39 39 39 40 21'4" E 47 47 47 47 10 34' A 18'-11' D 44 44 44 44 11=11" D 38 39 38 40 214' E 47 4/ 47 47 11 31 -7 A 16-1" E 44 44 44 44 11'-4' D 39 So a9 /0 204" E 48 48 48 48 12 7-11' A IF -W E 45 45 45 46 10'-10" D 40 10 40 4D 20-1" E 49 49 49 49 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM TABLES 4.1 TO L8 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. S. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.6 OR CALCULATE FROM TRIBUTARY DIAGRAM ONS002 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 6.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.8 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 116 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 6.5 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPAGNG SLAB 9. POST A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE MAX POST LENGTHjjMAX 8' I 17 i 13 POST MIN OOTE IN6TRAINED FOOTER SPACN POET SO'E 'd I "d I •d (FT) TYPE 'd reemming or A1taCr1B0 rreestancing or ulOs Units Structure Muftis en Units MAX POST LENGTH MAX MAX POST LENGTH a' I 17 I 18' POST MIN DOTE 6 ' 17 I 1a' 3NSTRAINED F SPACN POST 611E ONSTRANED FOOTE 'd I 'd 11d (FT) TYPE 'd "d I 'd I 'd 40 4 f4r A 21'4' D 31 35 38 42 164" D 28 33 35 40 244' E 33 36 40 44 21' 4.6 f4" A 29-7 E 32 34 38 42 164' D 20 32 353 37 264'E E 34 36 39 43 a' 6 7-T A 194• E 32 34 38 42 144" D 29 32 35 39 '24'-T E 35 35 38 43 9.6' 6.5 TJ" A 18'-10" E 33 34 37 4113'4' 194' D 30 31 34 36 27-V E 36 36 39 43 1' 6 34' A 184" E 34 34 37 41 174' 0 30 31 34 38 2Y-1" E 37 37 38 42 9 6.5 74'A A Ir4" E 34 34 37 41 17,7 D 30 30 33 37 274' E 37 37 S8 42 125' 7 7-T A 17`-1" E 35 35 36 40 11'r 0 31 31 33 37 21'-i t" E 38 38 38 42 &F 7.6 74' A 16-T E 35 35 36 40 11'-T D 31 3/ 33 38 21'4' E 38 38 38 42 17 8 7-W A 18'4" E JB 38 38 40 194' D 31 31 32 38 21'-0' E 39 38 39 It 15.6 8.6 7-1" A 16-T E 36 38 38 39 101-r D 31 31 32 38 29-T E 39 39 39 41 9 74' A 15.1" E 38 38 38 39 9-10' E 32 32 32 36 29-' F 40 40 40 41 9.6 1'-11" A 14'-0" E 37 37 37 39 9d' E 32 32 32 35 19'-10' F 40 10 10 It 60 4 3'4' A 184' E 30 34 37 41 17-10' D 20 31 34 3a 23-11 E 32 35 38 42 21' 4.5 74' A 17`$ E 30 33 37 41 11'-11' D 27 30 33 37 22',7 E 33 34 38 42 a' 5 r- A 16-0' E 31 33 36 40 111,7 D 27 30 33 38 214" E 34 34 38 42 9.6' 5.5 217 A 16-101 E 31 32 38 40 194' D 27 29 32 36 274' E 34 34 37 41 1' 674" 6.6' A 151,7 E 32 32 35 39 9-11' E 28 28 32 35 29,7 F 35 35 37 41 9 6.6 1'-10' A 14'-T E 32 32 35 38 94" E 28 28 31 35 19-0' F 38 38 37 41 125' 7 1141 A 14'-i" E 33 33 35 38 94' E 28 28 31 34 19,7 F 38 36 37 9 &F 7.5 1'-T A 13'-T E 33 33 34 38 e' -T E 28 28 31 34 18'4" F 37 37 37 M 17 e 1'41 A 13',7 E 39 39 34 38 8'.7 I E 1 29 1 28 1 30 1 34 11 19.4' I F 1 37 1 37 1 37 40 OVER- W WC'PROJECTION Post Description Maximum FootingHel Max POST TABLE &a TRIBUTARY WDTHS FOR SINGLE SPAN ATTACHED STRUCTURES OF SINGLE SPAN STUCTURES 12' D O.o41"1Steel Clover d= CJ"xA^ 2 3" 151 a' 9 10, 11' 17 /3' 14' 16 16 17` 18' 19' 20' 21' 27 0' 4' 4.6' S 5.51 6' 6.6' T 7.6 T 8.T 9 9.5119 10.5 11' 1' 4.6 S 6.6 a' 8.6 T 7.6 9 8.51 9 9.5 10 10.6 11• 11.51 7 S 6.51 6 6.51 T 7.51 a. 8.6 9 9.6' 19 10.5 11' 11.5 17 3 6.51 6 6.51 T 7.6 8' 8.5 9 &5' 19 10.6 11' 11.5' 17 125 1' 6 6.6' T 7.51 8' 8.5 9 9.51 10 10.6' 11'11.6 17 126' 1T S 8.5 T 7.51 8' 8.5 9 9.6 10 10.5' 11' 11.5 17 125, 17 13.5 6 7' 7.5' a' 8.5 9 9.6' 10' 10.5 11' 11.6 17 125' 13' 13.5 14' T 7.51 a' AS 9 9.6 10 10.6' 11' 11.5 17 124 13' 13.5' 1r 14.6' 9 9 &F 9 9.51 10 10.6' 11' 11.6' 17 126 13' 13.6' 14' 14.6' 16' 9 8.6' 9 8.& 10 ID.6 11' 11.6' 17 125' 13' 13.5 14' 14.5' 151 15.6 10 9 9.51 10' 10.6 11' 11.6' 12' 126' 13 13.6' 14' 14.5 16, 15.6 16 TABLE 6 oat m Requ ceents for Freestanding Struchures Post Description Maximum FootingHel Max POST 0.041'4"x 3" Steel Clover d = 2W 12' D O.o41"1Steel Clover d= CJ"xA^ 2 3" 151 E 0.1889Gi"10 Steel re d = 37^ 18' F 0. ME k4" Steel Square Amerlmax Building Products Carl Putnam, P. E. 5208 Tennyson Parkway 3441 "nk Place Piano, Texas 76024 Lynchburg, VA 24603 (434)384"2614 urioutnamgbcomaxLnet FEB 0 4 2009 7!8/2007 Page 16 of 21 ' SOLID COVER 8.0 POST TA Lt: 8.y AtI8O1BC rreesTenaing Or ALIBdIed FreeS1B71C0TXJ Of AII8C718G rf8Bs18nOing or 1AtlL.t 8.5 AD8Cn90 rreBSTBIIOIng Or A1T8CI180 treBs[anDing Or ARBCnBO rfBe3[BnOing Or Stludure MulUs an UNts Structure Mulls an UNIs SWclure Mulls an UNta Siruehlre Muid an UNts Structure Mtdtls an Unita Structure MutUs an Untts ROUND TRIS MAX POST MAX MAIC POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIG MAX POST MAX MAX POST LENGTH MAXjIN MAX POST LENGTH MAX - MAX POST LENGTH SNOW WIDTH POST REO'D POST MW FOOTER S' I 1V I 17 POST MIN FOOTER a' 1117 I 17. POST MIN FOOTER V I 117 I 17 SNOW WIDTH POST REO POST MIN OO 8' 1 101 I 17 POST V I td I 17 POST MW DOTE V I 101 I 17 LOAD (FT) SPACMO FOR 6PACW POST 61ZE CONSTRAINED FOO SPACI POST SIZE CON6TRAWED FOO SPACING POST 612E CON6TRAMED FOO LOAD (FT) SPACI FOR SPACM POST 611E CONSTRAINED FOOTER SPACIN CONSTRAINED F SPACIN POST 612E CONSTRAINED FOOTE (PSF) ON SLAB SLAB (FT) TYPE -d •d 'd 'd (FT) TYPE 'd 'd 'd •d (FT) TYPE -d •d •d •d (PSF) ON SLAB SLAB (FT) TYPE -d 'd "d •d (FT) •d 'd 'd (FT) TYPE -d 'd •dfi in in h fi In fi n h h fi In in h h fi h h wu eronsuoe e 10 4 1T4' A V-11' A 23 28 29 31 11'4" A 24 28 30 31 13'4" A 25 29 31 32 UVE 4.6 15-1' A 014' A 23 27 29 30 10'6" A 24 28 30 31 13'.2' A 28 29 31 32 5 13'-T A 84" A 23 28 28 28 1 V,T A 25 28 28 31 174' A 27 29 30 32 5.6 174' A T4' A 23 28 27 29 V-iV A 25 28 29 31 174' A 27 29 30 32 9 1114• A T3" A 23 20 27 28 016' A 28 27 29 30 174" B 28 28 30 31 6.5 1016' A 014' A 24 26 27 28 014• A 26 27 29 30' 11'4' B 28 28 30 31 7 016' A V3' A 24 26 2e 27 86' A 28 27 28 30 1114" B 29 29 30 31 7.5 1-1- A V-11• A 24 24 28 77 8'6• A 27 27 28 29 11'-1" B 29 29 29 31 8 014' A 61-T A 24 24 26 27 014" A -27 27 28 29 101-10• B 30 30 30 31 &5 014- A 514' A 24 24 25 28 T-10' A 27 27 28 29 1014" B 30 30 30 30 9 T4' A 5'4' A 24 24 25 26 7-6' B 27 27 27 29 10'4" B 30 30 30 30 9.5 T,T A 4'-10' A 24 24 24 28 T4" B 28 28 2S 28 1174' B 31 31 31 31 10 014' A 4•-T A 24 24 24 25 TJ• B 28 28 28 28 t0'-1' B 31 31 31 31 11 C-7 A 4'3' A 24 24 24 25 8-11' B 28 28 28 28 lr4r B 32 32 32 32 A 12 5161 A 7-1 V A 24 24 .24 24 V -T B 29 29 29 29 014' B 32 32 32 32 8 B 13 S3' A T -T A 24 24 24 21 014' B 20 29 20 2B VJ' C 33 33 33 33 PU f( 14 4'-10' A T4• A 2424 25 24 24 V-1' 8 30 30 3D 30 014'C D 34 34 34 31 7-10• 15 4'$ A 3'-7 A 24 24 24 24 T-11' B 30 30 30 30 V-10' C 34 34 34 34 10 4 174• A V-11' A 24 28 30 311014' 014' A 24 28 30 32 1T-3' A 20 30 31 33 UVE 4.5 16-1- A 014' A 24 28 29 3/ 101-r A 25 29 30 32 174' A 27 20 31 33 6 13'-T A 014' A 24 27 29 30 V-17 A 25 28 30 31 174" A 27 . 29 31 32 5.6 174' A T4' A 24 27 28 29 014• A 28 28 30 3111'-11' 11'4' A 28 29 31 32 6 114' A T3" A 24 26 28 29 V-11' A 28 28 20 31 11'-T8 C 28 29 30 32 &6 1014' A 014• A 24 26 27 28 V -T A 28 27 29 30 11'4' B 29 29 30 32 7 014 A (r -r A 24 25 27 28 V3' A 21 27 29 30 1 T4• B 29 29 30 31 7.6 V-1' A T-11' A 24 25 28 28 V4' A 27 27 28 30 10'4• B 30 30 30 31 8014' 4'b' A T -7"A A 25 25 28 27 r4' A 27 27 28 29 104• B 30 30 30 31 8.5 014• A S4• A 26 26 28 27 T$ A 28 28 28 29 1174- B 3131 30 31 31 9 T4' A 5!4' A 25 25 25 28 T4' A 28 28 28 29 1013' B 31 31 31 31 9.5 T3' A 4'-10' A 2625 20 25 26 T-1• A 28 28 28 28 V-11' B 31 31 31 31 10 014' A 4'-T A 25 25 25 28 81-11• B 28 28 28 29 014' B 32 32 32 32 11 013' A 4'3• A 26 26 26 25 V-7" B 28 29 29 20 014• B 33 33 33 33 A 12 S4• A T-11' A 25 25 25 25 V r B 29 29 29 29 01-7 8 33 33 33 33 8 B 13 S3' A T -T A 25 26 25 25 V4' S 30 30 30 30 014' B 34 34 34 34 PU f( 14 4--lo' A T4• A 25 25 25 25 5-101' B 30 30 30 30 014'C D 34 34 34 34 7-10• 16 4'6' A 3'3' A 25 25 26 25 T -7"B C 30 30 30 30 8'4• C 35 35 35 35 20 4 8'-11' A 5-10' A 10 24 28 27 014' B 23 28 29 30 13'-1" B 25 28 31 32 UVE 4.5 T-11' A 61r A 10 24 25 26 V.- 8 23 27 29 30 17-7' 8 28 29 30 32 6 T-1' A 4'-17A A 18 23 24 26 8'-T B 2327 27 28 30 173' B 26 28 30 31 6.6 V6' A 4.6' A 18 2324 24 25 V3' B 24 28 25 20 11'4' C 27 26 30 31 6 5-11" A 4'-1• A 19 22 23 25 T4• B 24 28 28 20 11'4' C 27 28 30 31 &5 66' A T4' A 20 22 23 24 T6' B 24 28 27 29 11'-1' C 28 28 29 31 7 S-1• A T4' A 20 21 23 24 T,7' B 25 28 27 26 101-10• C 28 28 29 31 7.6 4'4• A T4' A 20 21 22 23 8'-10' 8 25 26 27 28 iV-T C 29 29 28 30 8 4'b' A T-1' A 20 21 22 23 V -T B 25 26 28 28 1014' C 20 29 20 30 &S 4'3' A 7-11• A 20 21 22 23 018 8 26 25 28 27 1013• D 30 30 30 30 8 3'-11• A 74' A 20 20 21 22 V --B C 28 28 29 27 1174'0 D 30 30 30 30 &6 T -P A 76•A A 20 20 21 22 014' B 28 28 28 27 014• 0 30 30 30 30 10 34' A 74' A 20 20 21 22 F-17 B 26 28 25 27 V -T 0 31 31 31 31 11 T3' A 74' A 20 20 21 22 .6'-G' 8 28 26 28 28 9'3• D 91 31 31 31 A 12 2M V A 7-1' A 20 20 21 22 6.2• C 27 27 27 27 814' 0 32 32 32 32 8 B 13 74r A 1'-11' A 20 21 22 T3 4'-11' C 27 27 77 21 84' 11 32 32 32 32 PU f( 14 76' A 1'-10" A 20 21 22 23 4'4' C 27 27 27 27 8'-1' D 32 32 32 32 7-10• IS 74' A 1'4' A 20 21 Z3 24 4'4' C 27 27 27 27 7%r D 33 33 33 33 25 4 T-7 A 6'4' A 19 24 25 27 - 014" B 23 27 29 30 12-10• C 25 29 30 32 4.5 84' A S-1' A 18 23 25 28 8'-11' a 23 27 28 30 174' C 20 29 30 32 5 S4' A 4'-T A 18 23 24 25 014' a 23 27 28 28 11'-11' C 26 28 30 31 5.5 S3• A 4'3' A 19 22 24 25 84' 8 24 28 28 29 11'-T C 27 28 30 31 8 4'4' A 3'-11' A 19 72 23 24 T -T B 24 28 27 29 111J' C 21 28 29 31 6.5 4'6' A 3*6' A 19 22 23 24 Td' B 24 28 27 28 101-11• D 28 28 29 31 7 4'-1• A I.E. A 19 21 22 23 V-11' B 24 25 27 28 101.8' D 28 28 28 30 7.5 3'-17 A V-7 A 19 21 22 23 014- C 25 25 27 28 1014" D 29 29 29 30 8 3'-T " A 3'-0• A 19 21 22 23 B-6• C 25 25 28 28 101-- D 29 29 29 30 8.5 T4' A 7-17 A 19 20 21 22 V4- C 25 25 28 27 1014' D 29 29 29 30 9 T3• A . 76' A 19 20 21 22 014' C 25 25 28 27 V-10' D 30 30 30 30 9.5 T4' A 74- A 19 20 21 22 V-10- C 28 28 28 27 014' 0 30 30 30 30 10 7-10' A 73' A 18 20 21 22 S4' C 26 28 26 27 014' D 30 30 30 30 11 7-T A 7.T A 19 20 21 22 S4' C 28 28 29 28 V-11' D 31 31 31 31 25 4 T3" A 614' A 20 25 20 27 014' B 23 28 30 3117-10' 17-1• C 28 29 30 32 4.5 V4" A fill" A 20 24 25 27 V-11• B 24 28 29 31 124' C 28 29 30 32 6 54' A 4'-T A 20 23 25 20 014' B 24 27 29 30 11'-11" C 27 26 30 31 5.5 53• A 4'.T A 20 23 24 26 014 B 24 27 28 30 11'-T C 28 28 30 31 8 4'4' A T-11" A 20 23 24 25 T -T B 25 27 26 29 111J" C 28 28 29 31 &5 P6" A 3'6' A 20 22 23 24 TJ' 8 25 28 28 29 101-11" D 29 29 29 31 7 V-1' A 3'4• A 20 22 23 24 V-11' B 25 28 27 29 1014' D 29 28 29 30 7.5 3'-10" A 3'S A 20 21 23 24 Tor C 25 28 27 28 1014' D 30 30 30 30 8T -T A 314 A 20 21 22 22 C 25 28 27 28 101,7 D 30 30 30 30 &6 74• A 7-10'A A 20 21 22 23 V,T C 28 28 27 28 1014' D 30 30 30 30 9 T3- A 74- A 20 20 22 23 014' C 25 28 26 28 V-10' D 31 31 31 31 9.5 3'4' A 74' A 20 20 21 22 S-iV C 28 26 26 27 01-8' D 31 31 31 J1 10 Z-10- A 74' A 20 20 21 22 T -Ir C 27 27 27 27 014' D 31 31 31 31 11 2-T A 7.7 A 2D 20 21 22 5'4- C 27 Z7 27 27 8-11" D 32 32 32 32 30 4 014• A 4'-10' A 18 24 25 26 V4- B 23 27 '29 30 17-1• C 25 29 31 32 4.5 B4- A 44' A iB 23 24 25 V-1' B 23 27 28 30 11'4• C 28 29 30 32 54'-1C A 7-11• A 19 23 24 25 T4• B 23 27 28 28 11' J• C 25 29 30 32 6.6 4'4' A T -T A 10 22 23 24 TJ' B 24 26 28 29 117-11• D 27 28 30 31 6 4'4• A 34' A 19 22 23 24 V-11' B 24 25 27 29 101-T D 28 28 30 31 6.6 314" A T-1' A 15 21 22 23 9-71C 24 28 27 28 101.T D 28 28 29 31 7 T4' A 7-17 A 19 21 22 23 01-3• C 24 25 27 28 19-M 0 29 29 29 31 7.6 3'-T A Z4' A 19 21 22 23 014' C 26 25 28 28 7-17 D 20 29 29 31 8 T4" A 76' A 18 20 21 22 C 26 2b 28 27 9=T D 28 2B 28 8.5 7-17 A 76' A 19 20 21 22 C 26 28 25 27 014' D 30 30 309 74' A 7J' A 19 20 21 22 L C 2b 25 18 27 9'-1'D JO 30 30.57-0' A 7,7 A 10ZO 212228 27 5'-10• D 30 303010 76" A 74' A 10 20 21 22 C 28 28 27 8'-T D 30 30 30 105 MPH EXPOSURE C 30 4 014' A 4'-17 A 18 23 24 28 8'4• B 22 27 28 30 4.8 6 S4' 4'-17 A A 4'4' T-11• A A 15 18 23 22 24 23 26 24 01-1• T4" 8 B 23 23 26 28 28 27 29 29 - 5.5 a 44" 4'4" A A T -T 3'4' A A 18 18 22 21 23 22 24 23 TJ' 5'-11• B B 24 24 20 25 27 27 28 28 PU f( &6 T4' A 8-1• A 18 21 22 23 V -T C 24 26 28 28 7 T4" A 7-10• A 18 20 22 23 V3' C 24 25 25 27 G 7.5 8 T3' T4' A A 74' 74' A A 18 18 20 20 21 21 22 22 016• W -10'C C 25 26 28 26 20 28 27 27 /'► �i� "\�j v v &6 7-10• A 76• A 18 18 21 22 51-r C 25 25 26 27 9 8.5 10 74'A 74• 7$ A A 74• 73' 74' A A A 18 18 18 18 10 19 20 20 20 21 21 21 86" S.W IF C C C 26 25 28 26 25 25 26 26 20 28 25 28 C10, \� �oFCAI\F 716/2007 Page 16 of 21 FEB 0 4 2008 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND lnolc o.a nTlacne0 rreeslanaIng or 5'-10" AtrecneD Freestanding or Attached Freestanding or 28 74• B 23 ' 28 Strxlure 91 Mu10s Units B Strudhxe 30 Mums an Units Structure LIVE 4.5 Mulds an Units GROUNDftFT) 61J • MAX POST MAX 26 27 MAX POSTLENGTH MAK 24 28 MAx POST LENGTH MAX 17-T MAX POST LENGTH SNOW 29 POST REO'D POST MIN FOOTER 8' I 10' I 17 POST MIN FOOTER 8' I 10' I 17 POST MIN FOOTER 8' I 10' I 17 LOADPACING 27 29 FOR 6PACIN POST SIZE CONSTRAINED FOOTS 6PACIN POST SIZE CONSTRAINED FOOTS SPACING POST SIM CONSTRAINED FOOTER (PSF)NSLAS 23 25 SLAB (FT) TYPE 'd -d •d 'd (FT) TYPE •d •d- 'd •d (Fr) TYPE •d •d •d 'd 32 6 FT A 4'-1• A N h n n 24 25 h h h 1n 25 h In In 20 4 8'-11' A 5'-10" A 20 25 26 28 74• B 23 ' 28 90 91 13'-1' B 28 30 31 33 LIVE 4.5 T-11• A 61J • A 20 24 26 27 9' .2• B 24 28 28 31 17-T B 27 29 31 32 5 T-1' A 4'-10" A 20 24 25 26 V -T B 24 27 29 30 17.T B 27 29 31 32 6.6 65' A 4'51• A 20 23 25 26 6.7 B 26 27 29 30 111.0" C 2a 20 30 32 6 5'-11• A 4'-1• A 20 23 24 25 T4• B 25 27 28 30 1115• C 28 29 30 32 B.5 515' A 314• A 20 22 24 25 T51 B 25 25 28 29 11'-11 C 29 29 30 31 7 1-1• A T -T A 20 22 23 24 T,T B 25 26 28 29 117-10• C 29 29 90 31 7.5 4'4' A 34• A 20 22 23 24 VAW B 28 25 27 29 /7-T C 30 30 30 31 a 451' A 3'-1• A 20 21 23 24 6-T B 28 20 27 28 IVA' C 30 30 30 31 8.6 4.2" A 7-11• A 20 21 22 23 SS B 26 26 27 28 17,7 0 3131 24 31 31 8 T-11' A 7-0' A 20 21 71 23 a'.7 B 26 28 27 28 10'4r D 31 31 31 31 9.5 3'4• A 74• A 20 20 22 23 V4r B 27 27 27 28 9'4• D 31 31 31 31 10 3`4• A 76• A 20 20 21 22 VAT B 27 27 27 27 0'-7' D 92 32 32 32 11 3.2• A 7.4• A 20 20 21 22 66• B 27 27 27 27 0'-2• 0 32 32 32 32 12 7-11• A 7-1• A 20 21 22 23 6.2• C 27 27 27 27 514' D 33 33 33 33 13 76' A 1'-11• A 20 21 22 23 1'-11' C 28 28 28 28 8'6• D 93 33 39 33 20 4 V-11' A 6' -IT A 21 26 27 29 9'4' 'B 25 29 31 33 Ir -W B 27 31 32 34 LIVE 4.5 T-11' A 6'6• A 21 26 27 28 9'.7 B 25 29 31 32 17-1' B 28 30 32 34 T-1' 6 1-1' A VAT A 21 25 26 27 a' -T B 26 20 30 32 11'6' B 28 30 32 33 A 6.6 6d' A 451• A 21 24 28 27 6,7 Fl 20 28 3D 31 11'6• C 29 30 32 93 4'-1• A 6 S -it' A 4'-1' A 21 24 25 26 T4• B 20 28 29 31 10'-11' C 3o 30 31 33 23 8.5 515' A 3.4" A 21 23 25 26 T6•8 C 27 28 29 30 104"'C 7 30 30 31 33 24 7 S-7' A 3'6• A 21 23 24 25 T-7 B 27 27 29 30 106' C 31 31 31 32 25 7.6 4141 A 34" A 21 23 24 25 6'-17 B 27 27 20 30 10,7 C 31 31 91 32 26 a 4'51• A 3'-1• A 21 22 24 26 S -T B 28 28 28 30 0'-11' C 31 31 31 32 6 4• 8.6 4',2' A 7-11' A 21 22 23 24 S -W B 26 28 28 20 94' ' C 32 32 32 32 B 8 3'-11' A 74• A 22 22 23 24 6-7 8 28 28 28 29 9'-T D 32 32 32 32 30 9.5 3'4' A 71' A 22 22 23 24 S4• B 28 2a 28 29 1 9'51' D 1 33 33 33 33 30 10 T6' A 76• A 22 22 22 23 SAW B 28 28 28 29 9'J• D 33 33 33 33 30 11 3'.2' A 2.4 A 2222 35 22 23 6'6' B 29 29 29 29 8'-11' O 34 1 34 34 1 34 20 4 8'-11• A T-10• A 22 27 29 30 9'-3• B 26 30 32 33 11 =17• B 26 31 33 35 LIVE 4.5 T-11' A 6J• A 22 2a 28 29 8'4• B 20 30 32 33 1V-6' B 29 31 33 34 30 5 T-1' A 4'-10• A 22 28 27 25 8'J' B 27 29 31 93 11'4" B 28 31 33 34 28 6.5 65' A 4''. A 22 2527 74. 28 T-11' B 27 29 31 32 104• B 30 3132 9'-11' 34 28 8 5-11• A 4'-1• A 22 26 25 27 r -7"B 17 28 20 30 32 105• C 31 31 32 34 D 6.5 65' A 3'4' A 23 24 20 27 Td' B 28 28 30 32 10'-1• C 31 31 32 33 94' 7 6-i• A 3'6• A 23 24 25 28 r -v B 28 28 30 31 V-10" C 32 32 32 33 27 7.6 4'4• A 34' A 23 23 25 26 a'4• B 29 . 90 91 9'-0• C 32 32 32 33 26 8 4'-V A 3'-1• A 23 23 24 26 516• B 29 29 29 31 851• C 33 33 33 93 24 8.5 4.2" A 7-11' A 23 23 24 25 6 4• B 29 29 29 30 9'• 51 C 33 33 33 93 24 8 3'-11• A 74• A ' 23 23 24 25 6.7 B 20 28 28 30 9'-1' C 34 34 34 34 C 9.5 T -S' A 76• A 23 23 23 26 6-0• B 30 30 90 90 8'-71' D 34 34 34 34 4'51' 10 3'6' A 76• A 23 23 23 24 6-t0" B 30 30 30 90 8'4• D 34 34 34 34 11 3'.7A 24• A 23 23 23 24 64' B 30 30 30 30 8'6' D 35 35 35 35 72 7-11' A 7-1• A 23 23 24 25 F -T C 31 31 91 31 8'-1• D 38 38 30 1 36 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE L CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM TABLES 4.1 TO 4.8 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. S. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.10 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 6.9 THAT HAS ADEQUATE POST SPACING. 7, USE THE APPROPRIATE FOOTER SIZE SHOWN. 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.12 9. FIND THE O/C SPACING OR III OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 6.9 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. POST W MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE IAtlLIt e.9 At18Cn80 rreestenang or Atte"a Freestanding or Attached FreeSiMding Or Structure IMAspan Units Structure Mullis an Units Structure MulOs an Units GROUND TRIS MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH P06T REDID POST MIN DOTE S' 1 10' I 17 POST MN OOTE r I 1a I 17 POST MIN OOTE S' I 10 I 17 LOAD (FT) 6PACIN FOR 6PACIN POST 6QE CONSTRAINED FOOTER 6PACIN POST SIM CONSTRAINED FOO SPACIN POST SIZE CONSTRAINED FOOTEP (PSF) ON SLAB SLAB (FT) TYPE 'd 'd 'd •d (FT) TYPE 'd •d •d •d (FT) TYPE 'd •d •d •d h h h In In In h h N(in)h 40 4 4'6' A T -S' A 17 22 24 26 TS' B 21 20 28 2D 11-0' D 24 28 30 31 21' 4.5 4'4" A 34' A 17 22 23 24 B -it• B 22 25 27 29 10'-T 0 25 26 30 31 6 6 3'-7' A 3'-1• A 17 21 22 23 fr4r C 22 26 27 28 1C,T D 28 28 28 31 9.6' 6.5 YJ A 74. A 17 21 22 23 6,7 C 22 25 27 20 9'-11' 0 28 28 29 31 4' a 3'-0' A 217' A 17 20 21 22 5-10' C 23 25 25 27 9'-T D 27 27 29 30 B' d.6 74• A ". A 17 20 21 22 S -T C 23 26 25 27 94' D 27 27 29 30 12S 7 7-T A 7.7 A 17 20 21 22 Ste' C 23 24 20 27 81-11• D 27 27 28 30 8.6 7.6 75" A 211' A 17 19 20 21 S-1' C 29 24 26 27 9'6' D 28 28 28 30 17 8 7d1 A 1'-11' A 17 19 20 21 4'-11' C 24 24 26 2a 84• D 28 28 28 29 15.3 0.6 7-1' A 1'-10' A 17 19 20 21 4'-0' C 24 24 26 26 8'-1' D 28 28 28 20 97-0' A 1'4• A 17 1 19 1 20 21 4'-T C 24 24 26 25 T-17 D 29 29 20 29 9.5 1'-11' A 1'-0' A 17 20 21 22 4'51' C 24 24 25 28 T -T D 29 29 29 29 60 4 T-0' A 2'-T A 16 20 21 22 S'-11' C 20 25 26 28 9=T D 23 27 29 30 21' 4.5 76' A 24' A 15 2D 21 22 66' C 20 24 28 27 SIT D 24 27 29 30 6 5 75' A 2'-1• A 16 19 20 21 51.7 C 20 24 25 27 8'-8' D 24 27 28 30 9.6' 5.5 7,7 A 1'-11• A 16 18 20 21 4'-10' C 21 24 25 28 8' 9' D 26 28 28 20 4' a 2'-0' A 1'4' A 15 18 20 20 4'-T C 21 23 25 28 T-11• D 25 28 28 20 B' 6.5 V-10• A 1'-T A 16 1B 18 20 4'6• C 21 23 24 28 T -T D 25 26 27 29 12S 7 1'4" A 1'6• A 16 18 19 20 4.2• D 21 23 24 25 T.1• D 26 26 27 28 8.6 7.5 1'-T A 1'51' A 15 18 19 20 4'-0' D 22 23 24 25 T-0• D 20 28 27 2 17 8 1'6• A 14• A 16 1B 20 21 3'-10" D 22 22 7A 25 8.4' D 28 28 27 16' OVER- HANG Freestandina Structures TABLE 6.10 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES Max POST FoolinoHai 8' 0' 10 11' 17 13' 14' 15, 16 1T 16 19' 2V 21' 27 0 4' 4.51 S 6.6 S 6.6 T 7.51 6 8.51 9' 9.3 10 10.6 11' 1' 4.51 S 6.6 6 6.51 T 7.6 8' 8.51 P 9.5 10 10.6 11' 11.6' 7 S 6.6 S a.S T 7.6 6 8.51 9' 9.6' 10' 10. 5, 11' 11.51 17 T 6.6 6 6.6' T 7.51 8' 8.51 9' 9.5 10' 10.5 11' 11.6' 17 1251 4' 6 0.6 T 7.6 6' 8.6 P 9-v10' 10.5 11' 11.6 17 125 13' S BS T 7.6' 6 8.5' B' 9.51 10 10.5' 11' 11.6 17 126 13' 13.3 6 T 7.51 1' 8.3 9' 9.6 10 10.61 11' 11.6 12' 12S 13' 13.5 14' T 7.51 6 a.6 8' 9.5' IV 70.51 11' 11.5 17 125' 13' 13.6 14' 14.5 9' 8' 8.6 9' 9.6 10' 10.5' 11' 11.5 17 125' 13' 13.5 14' 14.5 16 7 B.S. 9' 9.6' 10 10.6' 11' 11.6' 17 126, 1T 13.5 14' 14.6 15' 15.51 IV 9' 9.51 10 10S 11' 11.61 17 1251 1T 13.5' 14' 14.5 16' 15.3 IV TABLE 6.12 Post Requirements for Freestandina Structures Post Destxipdon Maximum Max POST FoolinoHai 0.041703"x3" Steel Gower d =023"1,2' D0.04VIA3"x3"Steel Gower d =' E88'X3903" Steel uare d =' F0.188"x4 x4" Steel S d =' G Amerlmax Buftng Products 6208 Tennyson Parkway Plano, Texas 75024 Call Putnam, P. E 3441 "nk Place Lynchburg, VA 24603 (434)384.2614 carlDutne m0eomeast.net FEB 0 4 2008 716/2007 Page 17 of 21 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH.WIND AREAS 4 1T4• I A 1P4^ 5.5" Extruded Fascia(Detail LAlaskan Fascia Detail K 30 32 TABLE 6.9 Attached Freestanding or 29 Attached Freestanding or LIVE 4.5 16-1' Structure 10-11• Mules an Units 25 Struchrre 30 Mtdds an Units GROUND TRIS MAX POST MAX 30 MAX POST LENGTH MAX 5 /7-T MAX POST LENGTH 10-7^ SNOW WIDTH POST RECD POST MIN FOOTER 6 I 10 I 17 POST MIN FJ!V-d- 8' I 10 ' 17 LOAD (FT) SPACING FOR SPACINGPOST 612E CONSTRAINED F< .SPACIN POST 104• ONSTRAINED FOOTE 20 (P6F) 30' ON SLAB SLAB (FT) TYPE 'd •d" •d •Q' (FT) TYPE 26 'd 'dFT 29 31 10S' A 27 28 In In n M 6.5 .101-V b M In 64• - me uow c><onsuoc c 30 10-1• A 27 28 29 31 10 4 1T4• I A 1P4^ A 24 29 30 32 111-11' A 24 29 31 32 LIVE 4.5 16-1' A 10-11• A 25 28 30 31 11'-6• A 25 29 30 32 POST 5 /7-T A 10-7^ A 25 28 30 31 11'-1• A 28 28 30 31 5.6 174• A 101•3^ A 28 28 29 31 104• A 20 28 30' 31 6 1114• A 9-11• A 26 28 29 31 10S' A 27 28 30 31 6.5 .101-V A 64• A 27 28 . 29 30 10-1• A 27 28 29 31 7 9'4' . A 64' A 27 27 29 30 6-10• B 27 28 29 31 7.6 6-1' A 61' 8 28 --28 29 "30 64• 6 28 28. 29 30. 8 64' A 64• B 28 28 29 30 64• B_ 28 28 29 30 8.6 814' A 81-10• B 28 28 28 30 6J' 8 29 29 29 30 9 T8' A 8'4' B 29 28 29 30 6-11 B 29 29 29 30 9.5 7-7 A 64' 8 29 29 29 29 8'-11^ B 29 29 29 30 10 641 A 64• B 29 29 29 29 64' a - 30 30 30 30 11 6.7 A 8'-1• - B 30 30 30 30 0'4• B 30 30 30 30 30 12 64' A T4• B 30 30 30 30 81-7 B 31 31 31 31 13 5,7 A T4• 8 31 31 31 31e•4' T4• 8 32 32 32 32 14 4'-10' A T-2' B 31 31 31 31 T-10^ B 32 32 32 32 16 4'4• A T-11' B 31 31 31 31 T$ B 33 33 33 33 10 4 1T4' A 11'-1' A ' 24 29 31 32 11'4' A 25 29 31 33 LIVE 4.5 16'-1' . A , 10-7' A 25 28 30 32 IIIA, A 25 29 31 32 POST 5 13'-7' A 10J- A 26 29 30 32 104' A 28 29 31 32 5.5 174' A 6-11• A 28 28 30 31 104• A 27 29 30 32 8 114' A 64' A 27 28 30 31 '10-1' A 27 • 28 30 31 &5 104'. A 814- A 27 28 30 31 6-10' A 28 28 30 31 7 44' A 6.7 A 28 28 29 31 9'-T A 28 28 30 31 7.5 0-1' A 5-11^ A 28 28 28. 31 9`4• B 29 29 30 31 864^ 4'4' A 64' B 28 28 29 30 6Q' B 29 29 29 31, 0.5 64' A 6-T - B 29 29 29 30 9.4• B 29 29 29 31 9 T4' A 8'41 • S 29 29 29 30 8'-10" 8 30 30 30 30 9.6 R7 A 6J^ B 30 30 30 30 64' B 30 30 30 30 10 64• A 6-1• B 30 30 30 30 814• B 30 30 30 30 11 681 A T4• B 30 30 30 30 64• B 31 31 31 31 30 12 64' A T4• B 31 31 31 31 64' B 32 32 32 32 1351,71 74' A T-1• B 31 31 31 31 T4• B 32 32 32 32 14 41-10' A 0-10' B 32 32 32 32. T-7' B 39 33 93 33 15 4'-0' A 6-T B 32 99 n 32 T4' B 33 33 33 33 20 " 4 8'-11• A 10-10 B 24 28 30 31 1114• B 24 26 30' 32 LIVE 4.6 T-11' A 10S 8 24 28 30 3110-11' 104• B 26 28 30 31 POST 6 T-1' A 6-11• B 25 28 29 31 104- B 25 28 30 31 6.6 64' A 91S' B 25 27 20 30 - 10-7 B 28 28 20 31 8 6'-11' A 914' B 26 27 29 30 0-11' a26 20 28 20 31 0.5 64' A 0'-T B 20 27 - 28 30 8'4' C 27 27 29 30 7 6'-1' A S' -W B 26 26 28 20 04• C 27 27 29 30 7.6 4'4' A T-11• B 29 20 28 29 6$' C 27 27 20 30 8 4'4' A T -T B 26 26 27 29 04' C 28. 28 20 30 8.6 4'.7 A . T4' C - 27 27 27 28 64' C 28 28 28 30 9 9'-111 A T-1• C 27 27 27 28 64' C 28 28 29 29 9.6 74' A 6-10' C27 27 27 27 28 6.7 C 29 29 20 28 10 314' A 64' C 27 27 27 28 64• C 29 20 20 29 11 3'4" A 6d• C 27 27 27 27 T -T C 29 29 20 29 30 12 7-11• A- 6-11• C 28 28 28 28 T-7 0 30 30 30 30 13 74' A 64• C 28 28 2828 30 6-10* 0 30 30 30 30 14 74' A X 64' C 26 • 28 21 28 6-T D 30 30 30 30 i6 74' A 6-2' C 29 29 1 29 1 29 64• 0 - 31 1 31 1 31 1 31 TABLE 8.9 5.5" Extruded Fascia Deta11 L Alaskan ascia Detail K 23 Attached Freestanding or 30 Attached Freestanding or B 24 Structure Mullis an Units 30 Sbuctlue MWfispan Units GROUND TRIG MAX POST MAX 24 MAX POST LENGTH MAX 31 104• AX POST LENGTH SNOW WIDTH POST REOID POST MIN 00 6 I 10 ' 17 POST - MIN[(Inj)(In) O S. I f0 I 17 LOAD (FT) SPACIN FOR SPACINGPOST 25 612E. CONSTRAINED FOOTER SPACINGPOSTISTRAINED 31 FOOTE (PSF) - ON SLAB SLAB (FT) TYPE -Cr ^d ^d 'd (FT) TYPE' C •d •d 28 29 31 8 4'4• In M N hIn 8'4• C 25 In 26 , 4 T-7 A 10.9• "e 23 28 30 31 111,2' B 24 28 30 32 4.5 64• A 10a' B 24 28 30 31 104• B 24 28 30 31 5 64• - A 64' 8 24 28 29 ' 30 104• C 25 28 30 31 5.5 51-7 A 6.7 C 25 27 29 30 104• C 26 28 29 31 8 4'4• A 8'4• C 25 27 28 30 64• C 20 28 29 30 6.6 4'4• A 8'4• C 25 27 28 20 64• C 29 27 29 30 7 4'-1• A 8'-0• C 28 26 28 29 B'4' C 27 27 28 30 7.6 3'-10 A T4" C 29 26 27 29 9'-11 C 27 27 29 30 8T.7* Y -71A -A T4' C 28 29 27 28 a'4' D 28 28 28 30 S.6 T4• A T-7 C 28 28 27 28 64• D 28 28 28 29 9 3'-7 A 6-11• C 27 27 27 28 6J' D 28 28 28 29 9.5 3'4• " A 64' C 27 27 27 28 64' D 28 28 28 29 10 7-10• A 8'4' C 27 27 27 28 T$ 0 29 29 29 29 11 7-7' A 6-1' C 27 27 27 27 T4' D 29 29 29 29 25 4 Td• A 104• B 24 29 30 32 11'.7B C 26 29 ' 31 32 4.6 64' A 10'4• B 25 .29 30 32 104• B 25 29 31 32 5' 64• A 64^ B ' 25 28 30 31, 104^ C 28 29 30 32 5.6 S-2' A 91-2^ C 28 28 29 31 104' C 26 28 30 31 8 4'4' A 8'4• C 26 27 29 30 9'4• C 27 28 30 31 6.5 4.4' A e'4• C 20 27 29 30 641 C 27 28 30 31 7 4'-1• A' - 6-0• C 26 27 28 30 6a• C 28 28 29 31 7.5 3'-10 A T4' C 27 27 28 29 9-1• C 28 28 29 31 8 Y -71A A T4' C 27 27 28 29 64' D 29 28 29 30 8.5 34• A T$ C 27 27 28 29 B$ 0 29 " 29 29 30 9. 3.7 .A 6-11• C 27 27 27 29 ,64• D 29 29 29 30 9.5 3'4' A 64• C 28 28 28 28 64• D 29 28 2930 29 10 7-10^ A 64' C 28 28 28 28 T4' 0 29 29 29 29 11 7-T A 6-1' C 2B 28 28 28 T4• - D >D 30 30 30 30 4 64• A 104- B 24 28 30 31 104• C 24 •29 30 32 4.5 514^ A 64• C 24 28 29 31 /0-1• C 25 28 30 31 5 4'-10^ A 64' C 24 27 29 30 64• C 26 28 30 31 5.6 44• • A 64' C 26 27 29 30 64' C 28 28 30 31 6 4'-T A T-11• C 25 27 28 - 30 6.7 C 29 28 29 31 a.5 T4• A T4' C 25 28 28 29 6-11• 0 27 28 29 31 7 3'4• A T.7 C 20 W 28 29 6-T D 27 27 29 30 7.6 T.7 A Ir -11' C 28 28 27 29 8'J• , 0 27 27 29 30 8314• A 64^ C 28 28 27 '28 .64• D 28 28 28 W 8.5 7-10• A 64' C 28 28 '27 28 T4' D 28 '28 28 29 9 74' A 6Q• C 26 28 27 28 T$ D 28 28 28 29 8.5 74' A 64' C 27 27 27 28 T•3' D 28 28 28 29 10 74' A 51-10' D 27 27 27 27 T-0' D 28 28 29 28 105 MPH EXPOSURE C 30 4 64' - A 104• B 23 28 29 31 104• C 23 28 30 31 4.5 64• A 914- C 23 2729 30 10-11 C 26 28 20 31 6 4'-10' A 68 C 24 27 , 28 30 64• C 26 28 29 30 5.5 4'4• A 8'4•C 24 28 28 - 29 6$ C 29 27 29 30 6 4'-0' A T-11' .0 24 , 26 28 28 6-7 C 26 27 29 30 8.6 3'4' A T4' C 25 28 27 29 8'-11• D 27 27 29 30 7 314• A T4' C 26 20 27 28 6-T D 27 27 28 30 7.6 3'-2' A 6-11' C 25 25 27 28 6J' D 27 27 28 20 8 3'4• A 64•% C 25 25 27 28 64' D 28 28 28 29 8.6 7-1? A 6d' C 25 26 29 27 7'•6'0 28 28 28 % 9 1 74• A 6.7 C 20 28 20 i T4• 0 28 28 28 29 9.6 74' A 64' C 20. 28 25 27 T4' 0 28 28 26 2S - 10 74• A 6-101 D 20 28 28 27 T4• 0 29 20 29, 29 FE9d4 7/612007 Paye 18 of 21 SOLID COVER 6.0 POST SPACINGS FOR TABLE 6.9 Attached Freestanding or 8'-11" Attached Freestanding or B 24 28 31 Structure 114° MUitl3 Units 25 Structure 31 4610span Units LIVE 4.6 r-111 POST MAX B 25 MAX POST LENGTH MAX 32 /7-111 MAX POST LENGTH 25 28 31 REO'D POSTINFOOTER 5 r-11 v I 19 I 17 POST MIN FOOTER'II17 28 ]!K 31 10'6' FOR SPACIN POST 617.E CONSTRAINED FOO 6PACIN POST SIZE CONSTRAINED FOOTE B'S" B 26 SLAB (FT) TWE -Cr 'd' -d' 'd" (FT) TYPE -d- -d' 'd''d" B 6'-111 A 94-8 a in n In n 29 31 In In In N 20 4 8'-11" A 10'-10- B 24 28 31 32 114° B 25 28 31 32 LIVE 4.6 r-111 A 10'6- B 25 28 30 32 /7-111 B 25 28 31 32 POST 5 r-11 A B'-11" B 25 28 30 31 10'6' B 28 28 - 30 32 ISPACINCPOST 5.6 6'S° A B'S" B 26 28 30 31 10'.7 B 28 29 30 32 B 6'-111 A 94-8 a 26 28 29 31 9-11" B 27 28 30 31 6.5 F -v A 8'-r B 28 27 29 30 94° C 27 28 30 31 7 6'-1' A V-7 B 27 27 29 30 96- C 28 28 30 31 7.5 P4' A r-11" B 27 27 28 90 9-7 C 28 28 29 31 .. B 4'S' A r -T B 27 27 28 28 9-0" C 29 29 29 31 8.6 4'.r A r4' C 27 27 28 29 94" C 29 28 29 30 9T-11" 3'-11' A r-1' C 28 28 28 29 96'C C 28 28 2B 30 9.5 3'4' A 9-19 C 28 28 28 29 8'-T C 30 30 30 30 10 74' A 96- C 28 28 28 28 94" C 30 30 30 30 11 T -T A 6'1`' C 28 28 28 28 r -r C 30 30 30 30 127-11" 7-11' A 5'-111 C 28 29 28 29 r -2 D 31 31 31 31 13 74" A 94- C 29 2B 29 28 9-10' D 31 31 31 31 20 4 6'-11' A 10'5' B 26 30 ' 32 33 11'4' B 28 31 32 34 LIVE 4.5 r-11- A 194" B 26 30 31 33 19-111 B . 27 30 32 34 POST 5 7'-1' A 94' a 27 29 31 33 194' B 27 30 32 33 ISPACINCPOST 5.6 95'A A 941 B 27 29 31 32 19S B 28 30 31 33 6 9-11" A B•4° a 28 29 31 32 9-11' B 29 30 31 33 6.5 51-6.A A 8'-r B 28 28 30 32 94' C 28 29 31 32 7 T-1' A 8'1`' B 28 28 30 31 96-C B 30 30 31 32 7.6 4'4- A r-111 B 29 29 30 31 9,7 C 30 30 31 32 .. --'9 - '-4`Q -. .._A fir• --8, _..29.. ME 32 _ 29. 81.7 C 31 31 31 30L32 8.6 4'-2" A r41 C 29 29 29 30 8'-7 C 31 31 32 32 9 3'-11' A 1"A" C 28 29 29 30 95' C 31 31 32 31 B.6 31-W . A 9-19 C 29 29 29 30 9-2- C 31 31 32 31 10 3.6' A 96° C 30 30 30 30 8'4- C 32 32 33 32 11 942" A 91`' C 30 30 90 39 ' r -r C 32 n 33 32 20 4 8'41' A 9-10- B 28 31 33 34 1W4- B 27 31 33 34 LIVE 4.6 r-11' A 96' B 27 30 32 34 9'411 B 27 31 33 34 POST 5 r-1' A 9-2" B 28 30 32 33 9-r B 28 31 32 34 ISPACINCPOST 6.5 95' A F-11" B 28 30 32 33 9 r B 29 30 32 33 8 6'-11' A 8'-r 8 29 30 31 33 94° B 28 30 32 33 a5 6'S' A -8'6' a 29 30 31 33' 94" B 30 30 32 33 7 61-1' A 8'-7 B 30 30 31 32 8'-r B 30 30 31 33 7.6 B4- A r-11' B 30 30 31 32 814" C 31 31 31 33 8 4'S' A r -r B 30 30 30 32 81.7 C 31 31 31 32 8.5 4'-r A r4' C 31 31 31 32 94" C 32 32 32 32 B 3'-11' A r-1- C 31 31 31 31 r-10- C 32 32 32 32 9.5 9'4' A 9-10" C 31 31 31 31 7'4° C 32 32 32 32 10 3'4' A 6.4' C 31 31 31 31 r -T C 33 33 33 33 11 T -T A 91`" C 32 32 32 32 r4° C 33 33 33 33 12 7-11' A 1 6'-11' C 32 32 32 32 r -V C 94 34 34 34 TABLE 6.9 4^• Attadted Freest"irg or A Attached 1'reestaru8ng or 22 27 28 Structure 916" Mottle an Units 23 Structure 30 MuPoa an Units GROUND TRIG MAX POST MAX C 23 MAX POST LENGTH MAX 30 9-7 MAX POST LENGTH 'SNOW WIDTH POST REO'D POST MM 00 r I 19 I 17 POST MM 0 8' I td I 17 LOAD (FT) ISPAC FOR SPACIN POST SIZE CONSTRAINED FOOTER ISPACINCPOST 6.5 SIZE CONSTRAINED FOOTEF (PSF) C ON SLAB SLAB (FT) TYPE "d- Cr' -d° -d' (FT) TYPE 'd' 30 8 3'4" A 94' C b b N 27 28 814' in In In 40 4^• 4'4'V A e'6' C 22 27 28 30 916" C 23 28 30 31 4.6 4'4' A 94'C C 23 27 28 30 9-7 C 24 28 28 31 6 3'-T A r6' C 23 26 28 29 8'-10" D 24 ' 2'29 26 30 6.5 3V° A r-1" C 23 28 28 29 8'5' D 25 27 29 30 8 3'4" A 94' C 24 25 27 28 814' D 26 27 28 30 6.5 74' A 95' C 24 25 27 28 r4" 0 25 27 28 29 7 7-7" A 8'-1' C 24 26 27 28 r4' 0 28 26 26 29 7.5 761 A 9-10' D 24 25 26 27 r-1' D 28 26 28 29 8 7-7 A S -r D 26 25 28 27 9-10' D 20 20 27 28 8.5 7-1" 1 A 95" D 26 25 20 27 9-r D 28 28 27 28 8 74' A 6',7 D 26 25 28 27 94' D 27 27 27 28 8.6 1'-11- A 6'6° D 26 _j_LL. 28 9.2' D 27 27 27 28 60 „ 4m, T -T A 94- C 21 26 27 28 8'-11 D 72 27 28 30 4.5 74° A 91`' C 21 25 27 28 r -r D 22 26 28 29 6 75' A F-11" D 21 25 28 26 r-1' D 23 26 26 29 5.5 7-7 A 51-r D 22 26 20 27 S'4" D 23 26 27 28 S 74' A T_r D 22 24 26 27 81 $ D 23 26 27 28 6.6 T-19 A 6'4' D 22 24 26 28 8'-1° D 24 25 27 28 7 114' A 4'4' D 22 24 25 2B 6'-10" D 24 25 26 27 A 4'S' D 22 23 26 2S S -T D 24 25 26 27 A 4'41 D 23 23 24 28 S6" D 21 24 26 27 AmerimaX Banding Products Carl Putnam, P. E 6208 Tennyson Parkway 34411vylink Place Piano, Texas 76024 Lynchburg, VA 24603 ((434) 3842614 (eariputnarni tcomcastnet FEB 0 4 2000 7/61`2007 Page 119 of 21 1 SOLD COVER 6.0 POST SPACINGS FOR TABLE 6.141 Attached Freestanding or Attached Freestanding or IAttached A 2429 Freestanding or 32 36 181-0" B Structure 33 MuNs an Units 40 Structure A Multis an Units I 27 Structure 34 Muttls an Units ROUND TRIB MAX POST MAX A 25 MAX POST LENGTH MAXMAX 36 1r -w POST LENGTH MAX 32 38 MAX POST LENOTH SNOW WIDTH POST REO'D POST MIN FOOTER 5 I 17 I 15 POST A 101-T 8' I 17 I IV POST MM FOOTER B' I 17 I 18' LOAD (FT) SPACING FOR SPACM POST SIZE CONSTRAINED F SPACM 27 30 CONSTRAINED FOO SPACINGPOST 5.5 SIZE CONSTRAINED FOOTER (PSE) A ON SLAB SLAB (FT) TYPE "d "d 'd 'd (FT) :�Llhn .'d 'd 'd (FT) TYPE 'd •d 'd 'd 30 33 FT 6 114' A in in N 27 28 N N in 1514" B b in M In 10 4 1T4' A 11'4" A 2429 30 32 36 181-0" B 28 33 38 40 9-19 A 23 27 30 34 LIVE 4.5 15-1' A 11'4" A 25 29 32 36 1r -w B 29 32 38 40 1.6- A 24. 27 30 33 11'4' 1C-10' 5 17-T A 101-T A 26 29 32 35 15431 B 30 32 35 39 9'-1• A 24 27 30 33 36 5.5 174' A 101-3" A 28 28 31 35 15.2- B 31 32 36 39 5-10" A 25 27 30 33 A A A I 6 114' A 1014" A 27 28 31 34 1514" B 31 32 35 39 8'-7* A 25 28 29 32 6.5 19.6' A 94" A 27 28 31 34 15-3" B 32 32 35 38 14" A 28 26 29 32 7 94• A 94• A 28 28 31 34 14'-10- B 32 32 34 38 6'-2" A 26 28 28 32 7.5 9-1. A 9.1• B 28 26 31 34 14'4r B 33 33 34 38 T-11" A 27. 27 29 32 8 $ 8' A 9-1' B 29 29 30 34 14'3" B 33 33 34 38 7'4" A 27 21 28 32 &6 8'4' A 5-11" B 29 29 30 33 13'-11' C 34 34 34 37 13' A 27 27 28 31 9 r4' A 814' B 29 29 30 33 13'4" C 34 34 34 37 T-2' A 28 28 28 31 9.5 r_ -A A V -7'B B 30 30 30 33 13'4" C 34 34 34 37 r-0• A 28 28 28 31 10 54' A 8'4" B 30 30 30 33 13'3" C 35 35 35 37 5-10" B 28 28 28 31 11 5.7 A 8'-T B 3131 31 31 33 174- C 36 36 38 37 54' B 28 28 28 10 12 514" A T-11" B 31 31 31 33 174• C 36 38 38 38 5-3- B 29 29 29 30 135'-7 S -T A T4' B 32 32 32 32 17-1- C 37 37 37 37 5-0' 8 28 29 29 30 11 4'-10'A A T4- B 32 32 32 32 11'-T D 37 37 37 37 5-0' B 30 30 30 30 15 4'_W A r-7 13 33 33 33 33 11' 4' D 38 38 38 38 5=T B 30 30 30 30 10 4 1r4' A IV -1" A 25 30 33 38 1r4- 8 28 33 37 41 94" A 24 .28 31 34 LNE 4.5 IVA. A 10'4" A 28 29 32 38 194' B 30 33 36 40 9.7 A 24 28 30 34 11'4' 1C-10' 5 13'-T A 101.T A 28 29 32 30 15.7 B 3132 31 38 40 V-19 A 25 27 30 33 36 5.5 174' A 9-11' A 27 29 32 35 1 S -T B 31 32 38 39 8'-T A 28 27 30 33 A A A I 6 11'4' A 94' A 27 20 32 35 163" B 32 32 36 39 VW A 26 27 10 33 &5 19.6• A 94" A 28 28 31 35 14'-0" B 32 32 35 39 811' A 28 27 30 33 7 94" A 9-7 A 28 28 31 35 14'4' B 33 33 35 39 rA0" ' A 27 27 29 32 7.6 8'-1" A 94' A 29 29 31 34 14'-1" B 33 33 35 38 T4' A 27 27 29 32 8 54" A 8'-0• B 29 29 31 34 13'-8' B 34 34 35 38 T-3' A 27 27 29 32 8.6 5-0' A 8'-T B 30 30 31 34 17-(r B 34 34 34 38 T-1' A 28 28 29 32 9 r4" A 8'4" B 30 30 31 34 1T -r C 35 35 35 38 8'-10" A 28 28 28 31 9.6 r3" A 5-3' B 30 30 30 34 13'4• C 35 35 35 38 54' A 28 28 28 31 10 54' A e'-7 B 31 31 31 34 174" C 36 38 38 38 54' A 28 28 28 31 11 58' A T-11" B 31 31 31 33 174" C 36 38 38 37 5.7 B 29 29 29 31 12 64' A r4• B 32 32 32 33 17.0" C 37 37 37 37 5-11- B 29 29 29 30 13 S -T A T4' B 32 32 32 33 114' C 38 38 38 38 5'4" 8 30 30 30 30 14 1'-10' A T-3" B 33 33 33 33 11'4" C 38 38 38 38 S4' B 30 30 30 30 16 4'4' A r-1• B 34 34 34 34 11'4" D 38 39 39 39 54' B 30 1 30 1 30 1 30 20 4... ..-B-11'.v r-2" A 10'-1Y B 24 28 32 95 /T4' C 28 32 38 39 91' B 23 27 30 33 LIVE 4.5 T-11' A 194' B 25 28 32 36 154• C 29 32 35 39 SAW B 23 27 30 33 11'4' 1C-10' 5 T-1' A 101-1" B 25 28 31 35 164' C 29 31 35 38 8'4" B 24 28 28 32 36 5.5 SS A 94' B 28 28 31 34 11'4• C 29 31 34 38 8'.1' B 24 20 29 32 A A A I 6 5-11' A 5-11" B 26 27 30 34 13'-T C 30 30 34 37 7'4' B 26 26 20 32 6.5 64'A A 94'a C 28 27 30 33 174" C 30 30 33 37 T4' B 25 28 28 31 7 S-1' A T-11' B 28 27 29 33 17-1" D 30 30 33 38 T-7 B 25 26 28 31 7.6 4'-0' A r4' B 28 25 20 32 11'4' 0 30 30 32 98 5-11' B 26 28 28 31 8 4'd' A T-1• 6 26 25 20 32 W-11" D 30 s0 32 35 8'4" 8 28 28 28 30 &6 4'-T A S4' B 25 26 28 31 10'4' 0 30 3081 31 35 54" B 26 28 27 30 9 3'-11' A 5$a C 27 27 28 31 9-111 D 31 31 31 34 S'3' B 28 28 27 30 9.5 7$ A 5.7 B 27 27 28 31 94'0 0 31 31 31 34 9-0' B 28 28 27 30 10 T -S' A 5-11" B 27 27 27 30 9-1' 0 31 31 31 34 5-10'a C 27 27 27 29 11 9'-2" A S4• B 27 27 27 30 94'0 D 31 31 31 33 6'4" B 27 27 27 29 12 7-11' A S-1' B 27 27 27 29 T-17 D 31 31 31 32 S3' C 27 27 27 20 13 74' A 4'-0' C 27 Z7 27 20 T4" 0 31 31 31 32 4'-11' C 27 27 27 28 14 74" A 4'4" C 27 27 27 28 5-1? D 31 31 31 VI 4'4" C 28 28 228 28 15 74' A 4'-7 C 27 ?7 27 28 S4• D 31 31 31 31 4'4' C 28 28 ?e 28 or ROUND TRIS MAX POST MAX POST LENGTH MAX SNOW WIDTH POST RE09 POST MIN[=-�.Z.NSTRIAIN-ED I15 POST MIN DOTELOAD (FT) SPACIN FOR SPACIN POST FOOTER 6PACIN POST Sig(PSF) ON SLAB SLAB (FT) TYPE "'d •d I 'd (Fr) TYPE W eestanding1-d- Attached Freestanding or I lbs an UnStructure Multis an Units MAX POST LEMAX MAX POST LENGTH 5 I 17 POST MIN O 8' I 17 I 18' INSTRAINED SPACM POST - CONSTRAINED FOOTE 'd I 'd (FT) TWE "d 'd I .dI -d 25 4 r-2" A 1C-8" B 24 29 32 35 10'-8" C 28 32 36 98 8'-1' B 23 27 30 33 30 4.5 54' A 101-3• B 25 28 31 35 18'-1" 0 29 32 35 39 B' -0"B B 23 27 29 33 11'4' 1C-10' 5 S-0• A 9-10' B 25 28 31 34 1S4" D 29 31 34 38 84' B 24 28 29 32 36 5.5 9m- A 9.7 C 25 28 31 34 14'4' D 29 31 34 38 T-1 t" B 24 26 29 32 A A A I . 6 r4' A 8'-T C 28 27 30 33 13'-1" 0 29 30 33 37 T -T B 24 28 28 31 6.6 4'S' A 8'-1' C 25 27 30 33 174" D 30 30 33 36 T-3" S 25 25 28 31 7 4'-1" A T4' C 28 28 29 32 11'-8• 0 30 30 32 36 T -W B 25 25 28 31 7.6 T-10' A T3' C 28 26 29 32 11'-1" D 30 30 32 35 8'-0" C 25 25 29 31 8 7-T A 9-19 C 20 28.8 29 31 IV4r D 30 30 32 35 5-0• C 28 28 27 30 8.6 3'4' A 51' C 28 26 28 3119-0' 101-0" 0 30 30 31 35 8'-3" C 26 2B 27 30 9 3'-2' A 53• C 28 28 28 31 9'-T D 30 30 31 34 S-1" C 28 28 27 30 9.5 3'-0' A 5-11• C 28 28 27 30 5.2' 0 30 30 31 34 5-17 C 26 28 27 29 10 7-10' A V.S. C 28 26 27 30 8'4" D 30 30 30 33 614' C 28 28 28 28 11 7-T A F-3' C 27 27 27 29 5-1' D 31 31 31 33 54" C 27 27 27 29 25 4 r -T A 1014" B 25 2B 32 36 15-8' C 20 33 3S q0 8'-1' B 29 27 30 33 30 4.5 54"A A IPJ• B 25 29 32 36 15-1" D 29 32 38 40 8'-0" B 24 27 29 33 11'4' 1C-10' 5 S-0' A 8'-19 B 28 29 32 35 1S -W 0 30 32 35 39 84• B 24 28 29 32 36 5.5 S-7 A 9.7 C 28 28 31 35 14'4" D 30 31 35 38 T-11• B 25 28 29 32 A A A I 6 B4• A 8'-T C 28 28 31 34 13'-1" D 30 31 34 39 r -7'B B 25 28 28 31 9.5 4'4' A 8'-11 C 28 27 30 33 174" D 30 30 34 37 r -3-B C 25 28 28 31 7 4'-1• A 7-4' C 27 27 30 33 1`114' 0 31 31 33 37 r-0" B 28 28 28 31 7.5 3'-19 A T3" C 27 27 29 33 11'-1" D 31 31 33 36 W.G. C 28 28 28 31 8 T -T A 5-10" C 27 27 29 32 1014• D 31 31 32 3S 8'4' C 28 26 27 30 8.5 34" A 54" C 27 27 29 32 101-0" 0 31 31 32 35 5J' C 27 27 27 30 8 3'-7 A 9.T C 27 27 28 31 9-T 0 31 31 32 35 8'-1 • C 27 27 27 30 9.5 T -T A 5-11- C 27 27 28 31 9-T D 31 31 31 35 5-10' C 27 27 27 28 10 7-19 A 514• C 27 27 28 31 8'-0" 0 31 31 31 34 5'-8" C T1 27 27 29 11 7-T A I 5'-3' C 27 27 27 30 8'-1• 0 32 1 32 32 34 6'4" C 29 28 28 29 30 ll0MYNkAY( vmh. A A A 101-0• 94' 54' B C C 23 24 24 28 28 27 3135 31 30 34 33 1S -T 14'3•0 13'3'D D 27 28 29 31 31 30 35 34 33 39 38 37 ~ 5.5 44' A 14. 30 4 54' A 1014" B 24 29 32 35 is -T D 28 32 36 39 8.4•B C C 23 27 30 33 11'4' 1C-10' 4.5 S4" A 94' C 25 28 31 35 14'-W 0 28 32 35 39 4 8'" B 23 27 30 33 36 5 4'-17 A 8'4" C 25 28 31 34 1 3'3" D 20 31 34 38 T -T B 24 28 29 32 A A A I 5.5 4'4' A 811" C 25 27 3D 33 174" 0 28 30 34 37 r-3' B 24 28 29 32 84'-0 - A T4' C 25 27 30 33 11' 4" D 29 30 33 37 9-11" C 25 20 28 32 6.5 3'4' A T-1" C 25 28 29 32 1P-19 D 29 29 33 38 8'4•C 25 25 28 31 7 3'4' A 54' C 25 20 28 32 101-T O 29 29 32 35 94" C 25 25 28 31 7.5 T-7 A 53• C 20 28 28 31 94- 0 29 29 32 35 5-1" C 25 25 28 30 8 3'4" A 5-11" C 28 28 28 319.7' 0 30 30 31 35 S-10' C 25 25 27 &5 7.19 A 5'4" C 28 28 28 31 59.7'0 30 30 31 34 6'4• C 20 20 27 9 74' A 64' C 28 26 27 30 5-3-0 30 30 3o 34 S4" 11 C 26 26 27 30 8.5 74' A 51-T C 26 26 27 30 r-11" 0 30 30 30 33 S-3' C 25 28 27 28 10 74' A 4'-1Y C 28 28 27 30 T -T D 30 30 30 33 51-1' C 28 28 30 4 4.6 54'-19 5-0" S4" A A A 101-0• 94' 54' B C C 23 24 24 28 28 27 3135 31 30 34 33 1S -T 14'3•0 13'3'D D 27 28 29 31 31 30 35 34 33 39 38 37 ~ 5.5 44' A 14. C 24 27 30 33 174" D 29 30 33 38 f' � 64'4" 6.5 Y4• A A T4" 1-1" C C 24 25 28 28 29 29 32 32 11'4' 1C-10' 0 D 29 20 29 29 32 32 30 35 7 38 A 94" C 25 25 28 31 17.7 0 ZB 29 31 36 11,6 8 3'-7 T -W A A 9J' 5-11' C C 26 25 26 25 28 27 31 30 9-0" 9-T D D 29 30 29 30 31 30 34 34 &6 9 9.6 1 7-17 74- 74- I A A A I 5'4' 54' 61-7 I C C C 1 25 26 25 1 26 25 25 1 27 27 28 30 30 29 8'4" 5J" r-11" 1 D D D 30 30 30 1 30 30 30 1 30 30 30 33 33 I 33�. 9A C 7/6/2007 Page 20 of 21 FEB 0 4 260g S61.10 -COVER CO POST GROUND TRa3 I MAX I POSTI MAX i SNON WIDTH P06T RE.- POST MIN FOOTS LOAD (FT) SPACING FOR 6PACIN POST SIZE (PSF) ON SLAB SLAB (FT) TYPE 'C' 4" Beam Dea D 0.041"X3")(3"Clovedearf De I 4X3" eam Detd Y 7 k4" Beam Detefl D 0.041")(3 X3"Cove eaf Detail sestanding or Tuchre Freestanding or Attached Freestanding or TABLE 6.1 Attached Freeatandkg or Attached Freestanding or Attached Freestanding or Aspan Unna Multl an Units Structure Mulds an Units Stniure MLds an Units Sbuchae Mulcts n Units Stnxtum MUltis n Units Am POST LENGTH POST MER MAX POST LENGTH MAX POET MIN FOOTER MAX POST LENGTH SNOW WIDTH POST RE" POST MM 00 POST MAX MAX POST LENGTH POET MIN 00 MAX PO 7LENGTH MAX MW DOTE MAX POS T7LENGTH Ir I I 1 is, POST 1 IV MSTRAINED F SPACINGPOST SIZE CONSTRAINED FOOTS SPACINGPOST SRE CONSTRAINED FOO LOAD (FT) SPACIN FOR SPACING POST SIZE ONSTRAINED FOOTER SPACI POST SIZE CONSTRAWED F SPACW POST SIZE CONSTRAINED FOOTER 'Ir 'd' 'Ir (FT) TYPE 'd' 'd' •d• •d' (FT) TYPE '? •d. 'd" Y (PSF) ONSW SUB (FT) TYPE •d• .'r •d" •d' (FT) TYPE 'd' .1 "Q' "d' (FT) TYPE 'd' 'C 'C •d' In h In h h h h n h h h h h h h h h N h h 110 P. 110S1RE C 20 4 8'-11' A 10'-10' B 25 20 33 36 1r-0" C 29 33 30 40 VJ' B 24 28 31 N LIVE 4.6 r-11• A 1016 B 25 20 32 36 IV -4• C 30 33 35 40 V-10' B 24 27 30 33 V 5 T-1" A IW -7" B 28 29 32 36 162' C 30 32 36 30 8'2• a 25 27 30 33 D.51 5.5 a'2' A V-0" B 26 28 32 36 14'2' C 30 32 35 30 8'-1• B 25 27 30 33 4' a 6-11' A 8'-i t' B 27 28 31 34 13'-r C 31 31 34 38 r2• B 25 25 20 32 V 6.5 62• A 012' B 27 28 31 34 172'C C 31 31 34 3a r2• B 26 25 29 32 1251 7 6-1' A T-11" B 27 27 30 33 17-1" D 31 31 33 37 r-7 B 25 29 20 32 a.5' 7.6 4'-0" A r4r B 27 27 30 33 11'-0• D 31 31 33 37 V-11• B 25 25 28 31 17 a 4'2' A r-1• B 27 27 29 32 101-11• D 31 31 33 30 512• B 27 27 28 31 15.5 8.6 IV-- A a'-0' B 27 27 29 32 1012" D 31 31 32 38 a',-8' B 27 27 28 31 9 T-11' A 6'2" B 27 27 20 32 V-11' D 32 32 32 36 6-3 B 27 77 28 31 0.6 3'-0• A V-7 B 27 27 28 31 VIZ' 0 32 32 32 35 V-0' B 27 27 27 30 10 72" A 6-11• B 28 28 28 31 V-1' D 32 32 32 36 6-10•a B 27 27 27 30 11 T.T A 512• B 28 28 28 30 812" D 32 32 32 34 512' B 28 28 28 30 12 7-11• A S-1• B 28 28 28 30 r-10' D 32 32 32 33 SJ' C ZB 28 28 20 19 74r A 4'-0' C 28 20 28 20 T2' 0 32 32 32 33 4'-11' C 28 28 28 Zo 20 4 V-11• A 1012- B 25 30 34 37 tr-W C 31 34 38 42 VIZ' B 25 29 32 a5 LIVE 4.5 r-11' A 1012' B 27 30 33 37 /64• C 31 34 3'42 42 8'2• B 25 28 31 35 V 5 T-1' A 012• 8 27 30 33 37 162" C 32 34 37 41 84' B 28 28 31 34 D.51 5.5 VS" A V-4' B 28 30 33 36 14'2' C 32 33 37 40 V-1' B 27 28 31 34 4' 6 6-11' A r-11" B 28 2B 32 36 1'3C r C 32 33 36 40 T4' B 27 28 31 34 V S.5 5.41• A 8141' B 28 29 32 35 172' C 33 33 35 38 r2• B 27 27 30 33 1251 7 61.1'A A r-11" B 28 29 31 35 17-1" D 33 93 35 39 7'8' B 28 28 30 33 a.5' 7.5 V-9. A 7'2' B 29 29 31 34 11'2' 0 33 33 34 38 V-11' B 28 28 30 33 17 a 4'51 A r-1' B 28 29 31 34 10•-11' D 33 33 34 38 &.8 B 28 28 29 33 15.5 &S 4'4' A V-0• B 28 29 30 93 1012" D 33 33 34 37 651' B 28 28 29 32 9 3'-11•A A 6'2'B B 20 29 30 33 V-11" 0 33 33 33 3 'J•7 6 B 29 20 29 32 9.6 314' A 642' B 29 29 30 33 VIZ" D 34 34 34 30 6'-0" B 28 29 29 32 10 3'2'A A 5'-11' B 29 - 29 32 V-1• D 34 34 34 36 5-10" B 29 29 211 32 11 T-2' A 012' B 29 20 29 32 V-6*0 D 34 34 34 35 5'2• B 29 ?D 29 31 20 4 8'-11• A V-10' B 27 31 35 9a 151-0• C 31 35 39 43 V -a" A 28 29 ' 33 30 LIVE 4.5 r-11• A 012• B 28 31 34 38 14'-11• C 32 35 38 42 81.7 B 28 29 32 36 V 5 7--1' A 01-7 B 20 31 34 38 14'4• C 33 34 38 42 7'-10• 6 27 29 32 35 D.51 6.6 012"A A 8'-10• B 29 30 34 37 1T-11' C 34 34 38 42 r2' B 27 28 31 35 4' 6 6-11• A V -7"B C 29 30 33 37 NTE C 34 34 37 41 r-1' B 28 28 31 34 V &5 S$ A VS' B 30 30 33 37 17-V C 34 34 37 41 V-10• S 28 28 31 34 1251 7 6-r A r -111B C 30 30 33 36 17-r D 35 35 36 40 5-r B 28 28 -31 34 a.5' 7.6 4'4• A r4r B 30 30 32 36 11'41' 0 35 35 36 40 a4' B ZO 29 90 39 17 a 4'41' A r-1• B 30 30 32 35 to"ll. D 95 36 36 s9 6,2" B 20 29 30 33 15.5 e5 4'-2" A V-0" B 31 31 31 35 I012' D 36 35 35 99 01-0" B 29 20 30 33 9 T-11' A S'A" B 31 31 91 . V-11' D 35 35 35 38 F-10• a 30 30 30 33 8.6 344' A a, --B C 3131 24 31 34 012• D 35 35 35 a8 612' B 30 30 90 33 10 3'2• A 5'-11" B 31 31 31 34 11-1" D 38 36 38 38 512' a 30 30 30 32 11 3'1 A512• B 31 31 31 . VS D 38 30 W 37 6'2" B 31 31 31 32 12 7-11• A S-1• B 31 31 31 32 r-10• I D 36 1 3a 38 1 3a 512' B 31 31 31 32 VL,9Gnm tmasnu\ iiunA run 1n=*= wanI 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 2OPSF MIN) 4. CHOOSE A PANEL FROM TABLES 4.1 TOU THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.15 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 6.14 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. IL FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UWrS USE TABLE 6.17 8. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 6.14 SLAB & USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. POST A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE 40 4 /'2' A a4" C 2s 2e 30 34 172• D 2e 91 SI 37 Td' B 22 28 2D 32 21' 4.5 4'4r A T -r C 23 27 30 33 11'-7* D 28 90 33 37 r-0• C 22 28 29 32 V 6 T -r A r-0• C 23 26 20 32 1012• D 27 29 32 35 S -T, C 23 25 28 31 D.51 5.5 T -W A 018 C 23 26 29 32 V-11• 0 27 29 32 36 62• C 23 25 2a 31 4' 5 3'-0' A 6'-0• C 23 25 TO 31 W-3* 0 77 28 31 36 5-11" C 23 25 27 30 V 0.5 7-0"A A 64r C 23 25 28 31 V4' D 27 28 31 34 6'-r C 23 24 27 30 1251 7 2-r A 611' C 24 25 27 30 V-1" 0 27 27 30 34 54• C 24 24 27 30 a.5' 7.5 72"A 10, 5'-0" C 24 24 27 30 r2" D 77 27 30 33 V-7 C 24 24 20 29 17 8 2'J" A 4'2• C 24 24 28 28 11 D 27 27 29 33 4'-11" C 24 24 28 29 15.5 8.6 7.1• A 4'2" C 24 24 28 29 6-11' D 77 27 29 32 4'-0" C 24 24 26 28 0 7C A /U' C 24 24 28 28 V -r 0 28 28 2B 32 4'-r C 24 24 26 28 9.6 1'-11' A 4'-0' C 24 24 25 28 6.9' D 25 Ta 28 31 4'8 C 25 25 25 28 60 �4 - -T-0" A a'-1" C 20 25 2B 31 V-4' D 24 28 31 36 5-11• C 20 25 27 30 21' 4.6 7-0' A 6'2' C 21 25 28 30 V-5'' 0 24 28 31 34 ". C 21 24 27 30 V 5 751 A 61-0' C 21 24 27 30 r4• D 24 27 30 33 51,7 C 21 24 20 29 D.51 6.5 7,7 A 417' C 21 24 26 29 r-7 0 24 27 29 32 4117 C 21 24 26 29 4' 67-0" 6.6 A 4'J• C 21 23 28 20 V -r D 24 25 28 32 41r C 21 23 25 28 V 5.6 1'-/7 A 4'2• C 21 23 26 28 6-7 D 24 26 28 31 4'-•C 101 22 23 25 28 1251 7 1'-0'A -0' 14' 3'-0' C 21 23 25 28 S-0' D 24 25 28 31 447 D 22 23 25 28 a.5' 75 V -7-A 10, 9'2' C 21 22 26 27 62" D 24 25 27 30 4'-0• D 22 22 25 27 17 8 1'2• A T-3' C 2/ 22 24 27 9.51 D 24 24 27 30 T-17 D 22 22 1 25 1 27 OVER- HANG -Freestanding Strueturos STRUCTUS TABLE 5.18 TRIBUTARY WIDTHS FOR SINGLE SPAN= RE PROJECTION OF SNOLE SPAN STUCTURES Max POST Het B' V 10, 11' 12' 13' 14• 151 101 1r 18' 1V 20' 21' 27 V 4' 4.51 6 6.6 V a.5' r 7.51 8' 0.51 9' 9.6 10' 10.5 11' 1' 4.51 S 5.5' V 6.6 r 7.51 V 8.6 V 8.5' 1W 10.6 11' 11.5 7 S 5.5 5 6.51 r 7.6 a' 8.6' V D.51 10' 10.5' 11' 11.6' 17 T 5.6 6 a.5' r 7.6' 6 8.51 6 9.51 10' 10.5' 11' 11.6' 17 126 4' S 6.6 r 7.51 V 8.5 V 0.51 10, 10.6 11' 11.5 17 125' 13' 5' 516 r 7.51 V 6.51 V 9.5 10' 10.6' 11' 11.6' 17 126' 13' 13.6 a' T 7.5 a' 8.51 V 9.6 101 10.51 11' 11.6' 17 1251 13' 13.5 14' 7 7.51 T 8.V V 9.5' 101 10.51 11' 11.5 17 125' 13• 13.6 14' 14.5 a' V a.5' V 9.51 10, 10.5' 11' 11.5 17 126 13' 13.6 14' 14.5' 151 V 8.6' V 9.51 1W 10.5' 11' 11.6 17 126 13' 13.6' 14' 14.6 151 15.6 10,V 9.51 101 10.5 11' 11.5' 17 125' 13' 13.5 14' 14.5 16' 15.5 101 TABLE &17 Post Requirements for -Freestanding Strueturos Post Descrloon m Max POST Het 0.041'X3")(3" Steel Clover td23 17 D 0.041"x3W' Steel Clover 15' 0.188"x3"x3" Steel uare 18' S uare 18' G Amertmax Bugling Producte Cad Putnam, P. E. 6208 Tennyson Parkway 34411vy9nk Place Plano, Texas 76024 Lynchburg, VA 24503 (434) 3842614 caroutnarnAcomcast.net FES 0 4 7009 7/6/2007 Page 21 of 21 ' --� 1.500 �- R= 0.2" I I FASCIA CAN BE f ROLLED FOR �i- 3 DIFFERENT ALUMINUM SKINNED SANDWICH PANEL 0.992 t o.a7s 0.95" - 0.92 �{ R=.125" +' w f- oa5o F z. �s TS ALLOWABLE SPAN AND CONNECTION R0.125 - I 1.625 AND 3.5• PANEL DETAILS NOT PROVIDED HERE AS'PER 1 R0.153 0.125 OTHER APPROVED ENGINEERING r- ao.25o 0.295 1- 0.5" x R= 0.15" - f- 110 ►�[c►�rs 0.350 �— I- 14 SELF TAPPING 2.000 0.363 1.958 2:50 3.0" 167" ' 1.625 L_ # -� ogee SIDE FASCIA IS SCREW W 1 " WASHER. USE SPACING NOMINAL .018" SPECIFIED 1N TABLE f- 0.525 --� t.o60 �- 167" _ y 1.625 0.316 -1 0.,75 IN THICKNESS. TYP. 6.000 6.Q0" ' N3 6" STRUCTURAL PANEL t 2s 2.00 ... 2'x6' FLAT PANEL N2 3004H36 ALUMINUM (3004—H36 ALUM. ALLOY I--- 3.00 --{ N4 6 1/2" ROLLFORMED HEADER (3004-H36 ALUM. ALLOY) FOUR 814 SO SCREWS EACH SIDE FOR FOOTINGS UP TO d=28" TWO -3/8" BOLTS FOR 90 MPH EXP 8 ON SLAB THREE 3/8" BOLTS FOR 90 'MPH EXP C ON SLAB 2' x 6.5' Rafter FASCIA FROM NL, N2, N4 OR NIo 1110 SMS ONE PER PANEL 4, 3 Structural Panel POST 2"X 6 1/2" i 0.042" 3004 H36 ALUM 7 �' 3"X 3" SIDEPLATES 0.055" 6063T6 ALUM 0.041" STEEL OR EQUIVALENT SEE TABLE 4.9 13R 4.10 X ALUM. FOOTING BRACKET 1 0.024" 3105 ALUMINUM SKIN SEE NO9 TWO W GALVANIZEDT POWERS WEDGE BOLTS AT RIGH ; . (ICC ESR 1678) V/ 2.5' ,�,����: .•' EMBEDMENT :;• MAX FOOTING d=26' N� SANDWICH PANEL TO - Rafter Tails - SLAB OR FOOTING •; • ` Head x 3 x e • • p F �� ® BRACKET FOR CONNECTING POST TO SLAB HEADER CONNECTION Header �� Ta OR FOOTING (6063-T6 ALUM ALLOY) - Wind Speed 6(posure (mph 3" :Fastener OfC Spacing On)A TV 6" 12" 48 15 IMax Tributary Width (R) 15 8 5 90 Exp 8 110 Pe 15......... 10 5 3 _.._._ 90 Exp C 110 Exp C 15 8.5 4 2.5 ky SINGLE SPAN ATTACHED UNITS ONLY' 100 Post cc C 39 A� a �Ajne� 5208 TENNYSON PARKWAY * BL9LDDYC PRODUCTS, DYG SUITE 100 PIANO, TEXAS 75024 CALI NS ornfaro Parts Connection e s ngineers Stomp NTS Newport Patio Structures pp 7/6/07 NPO1-2006 1 of 4 �-- 0.641 COVER PANEL SEE TABLE 4.10 4.656 1.000 7.88' 0.0750 T 2.000 12, 14 OR 16 GA. Ll 7 0 5 TYP. �--- 4.043 STEEL "C"- CHANNEL HEADER N 10 CALIFORNIA FASCIA N9 (STEEL A-653 Fy=50 KSI) (ALUM 6063 T6) • • 3' x 3' METAL POST SEF GENERAL NOTE lg x 3' METAL POST EIGHT #14 SMS EIGHT #14 SMS TWO 3/8' x 4' EMBEDMENT SIDE MOUNT LAG SCREW V/ 1.25'0 3". 4, 5" WASHER, ONE ON EACH TWO 31W A-307 BOLTS SIDE OF POST. 0 VITM Is•f vASERS .O EAD AND NUT. O UK [IN EA MSIBE Or POST STEEL POST 1' MIN TIMBER FLOOR JOIST V�- /� OR HEADER tECxlMfi IfOUGLAS rIR N12 ATTACHED STRUCTURE. POST TO DECK FLOOR JOIST UTILITY WAM Oi BTR OATTACHED STRUCTURE POST N 13 TO DECKING POST STEEL ANGLES 3 1/2" CONC. SLAB FOOTING UNDER SLAB • • • AN EMBEDDED INTO SLAB FOOTING A MINIMUM OF' 3" POST CONNECTION DETAIL FOR SLAB N 1 S & FOOTING ATTACHMENT SINGLE SPAN ATTACHED UNITS ONLY �— 3.00' 0.024" OR 0.040" TYP. 3.00" N 14 3" SQUARE POST 3105—H26 ALUM. ALLOY) 0.28 t (IN)= 0.040 (ALUM) = 0.041 (STEEL) am POSTS MAY BE TRIMMED w/FLEX ALUM. FACING. 3" ALTERNATE POST N 1 1 (3004—H36 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) .31ir Am A76 Sim nuasT Is Las' VICE L ALUM >xe a Balla (0") PANEL MAN= /t0a1S• "�' TOPMDUNT L 2% SEETABLE 741 rip rAsToiERs TOP MOUNT BRACKET 1 2 1/8' r --{ 2 I/8' r 0.024' 0.024' 0.024' Y3' QUARE COU 4N (3105-H26 AIIM ALLOY) N 1 6 2' x 6.5' SIDEPLATES (3004-H36 ALUM. ALLOY) SIDEPLATE CONNECTION DETAIL /10X1.5" SCREWS 6 PLACES EXISTING EAVE WOOD FRAMING ( ASTM A36 ;(STEEL �4. STEEL BRACKET 1' SPACING BETWEEN SCREWS LEDGER BOARD SIDE MOUNT BRACKET N17 EAVE OVERHANG ALSO COMPLY WI Fy=36 KSI MUST - N21 Engineers Stomp MAX "L" FOR TOP OR SIDE MOUNT 0.188" 3". 4, 5" TYP. OIC SPACING Load -- I 3', 4' OR 5' ASTM A36 STEEL POST 1 2 1/8' r --{ 2 I/8' r 0.024' 0.024' 0.024' Y3' QUARE COU 4N (3105-H26 AIIM ALLOY) N 1 6 2' x 6.5' SIDEPLATES (3004-H36 ALUM. ALLOY) SIDEPLATE CONNECTION DETAIL /10X1.5" SCREWS 6 PLACES EXISTING EAVE WOOD FRAMING ( ASTM A36 ;(STEEL �4. STEEL BRACKET 1' SPACING BETWEEN SCREWS LEDGER BOARD SIDE MOUNT BRACKET N17 EAVE OVERHANG ALSO COMPLY WI Fy=36 KSI MUST - N21 Engineers Stomp MAX "L" FOR TOP OR SIDE MOUNT Live/ TRUSS/RAFTER' Snow OIC SPACING Load 16" olc 24"o/c 10 21'-6" 14'-4" 20 11'-3" 7'-6" 25 10'-9" 7'-2" 30 90-0" 6'-0" 40 6'-10" 4'-6" 60 V-7" 3'-0" J ! STRUCTURAL PANEL N18 ALTERNATIVE EAVE ATTACHMENT ALL HOUSE PENETRATIONS MUST BE COMPLETELY AND PERMANENTLY SEALED 5208 TENNYSON PARKWAY I C�'� BUILDBVG PRODUCES, ING SUITE 100 PLANO, TEXAS 75024 NTS ' for Newport •Pati0-gi CK;re v�•� f07 I ;NP02-2006 72 of 4 DETAILA' ADOtTK1NAL TWO - 16d : OR SIIVM A34 OONNtBCTOR MARS 0 FA RAPIER OR TOM . TER . RAFTER'OR TRUSS 6-1101' : AIAOILEG 1/2' FASD11 OF COMECIOR - TVWA DETAIL 'A' fHANGER 2x WOOD 1/2' FRAMING FASCIA DOUGLAS ` FIR -LARCH FOR MAXIMUM SM TABLE 7.5 (NORTH) '°"Pocx1r 42 OR -BTR N21 ALTERNATE EAVE ATTACHMENT Ltid$rww 1 O RR R Bond Carer Wtnd SEM 2P arc) 1r t8' u- sr 16" V-tr s-/0" 74r It -lir 80 MPH Exp 9 2xe 27 2T t r-4' ' 196 11'-r 2x6. 2r 27 27.. 2r 2T. 10'pai _ 2 x4 11-r - C -C -1-r4 -Tr- SO MPH Exp C W 2T 2r 19--11. 10-11 r -r 2x8 27 2r 8r 27 27 3'- 1 too MPH Exp 0 2x6 27 18'4• tr-t O' 9.4' 6,S• 2x6 2r 27 .2r 194r 1b'4" • 7-11- 11-61 a-3' 100 MPH Exp C 2xG 27 t4'-7' 101-r r -r S -I* 24 2r 22w 201.5' 196. it -r 30 r 7 110 MPH Exp C 2x6 19-7 IV -11" W -T 96 ' 3'-6' 2x8 -27 27 164' tr-r 9'-8' 4090 2x 1" 120 MPH Fvn C M 1.TT 8'6 v4r 3'-3'Ml' 2xe 18'-W 1, 1t -r C-11- 13o MPH Exp C tdi 8'3• b'4' T -r T-to'2x8 11'-11' 11-0• r6 F -r . 4- 114 SMS �.231- EACH 510E J so• YX 8" ALUM. ♦ ♦ T.o•I 091'_ ALUM. SIDEPLA SIDE 614 x 3/4• TEK 3" x 8" ALUM. HEADER 4- /14 SMS + 3 x 8" HEADER NECTION £ + N2 CONI l I 4- 114 SMS EACH t-2A� I H 31DE 24• 0/C 3' ALTERhIATE POST CONN. IPL CKM (STEEL A-653 Fy-40.000 PSI) it0 sms 0 6" 2- 2X 6 1/2" ALUM. HEADERS WITH SIDEPLATE S 2" x 6 Id x .024 ALUM. SIDEPLATE 5 1 2" /2. 6.50' 6• OR 12• WOE �( 3" OUBLE 2"x 6.5" or 3"x 8" STRUCTWA PA. 1 2 7 4- 114 SMS ALPE HEADERS IN. PLACE OF 4- 114 .� EACH EACH $K COLUMN 3"X 8" HEADER WITH SIDE OF . 2*(. 6 1/2" ALUM... POST do SIOEPLATES SID oA36' RMLFOBC Tw-RNt 3"X 3' ALUM. 3"X 3" POST COLUMN WITH SIDEPLATES END VIEW 3.00' ® DOUBLE ALUM " 2 WTUI12 � @DETAILS ROLLFORMED HEADER 'N4'CONN. HEADER CONNECTION 0 W OR 24` TO STRUCTURAL PANELS DOUBLE 2" x 6 .5. HEADERS O.C. ROUFORMED N25 or DOUBLE 3" x 8" HEADERS HEADER E n 2"X 6 1/2 ALUM. FASOA �� .1 CO 110 x. 2' SMS 'GTABLE 7.5 i10 5115 O FotLow-~,. _ 4 R SPACING P 1.625' 6' O.C. FOR 6' PANELS N28 TERNATE-DECORATIVE 12" O.C. FOR 12" PANELS• FASCIA TRIM j 1.50" SEE TABLE 7S 910 SNS e G P 'FOLLOWING - -At-4-7 2 50• SPACING 40eJ 'L 223' OR 3 SO' 6. 0/C FDR 6' c s 'A -RAIL -SEE t-. PANELS 12' VC . DUAL 'N7' 082" 2050' FOR I2' PANEL ' S��E �NYSON PARKWAY Amer�nax �u 'L;uaDnvcwtonucis;nxc .43• 1.50• pLANo. TEXAS 75024 0.30 STRUCTURAL PANEL eEJ/CP I�- 1.50•N2 RC►LLFORMED HANGER omponen o s Connection a ops N26 DED HANGER e(3004 -H36 ALUM. AL WY) NTS • fog New ort Patio Structures (8063-T8 ALUM. ALLOY) Engineer's Stomp 7/6/07 NP03-2006 3 of 4 Lattice or ADDITIONAL 1/2' a Solid Panels STEEL POST BARS AS REQUIRED 0.042x3x8' (SEE NOTE 8009) Alun. Brack HEADER ' �I.� 2 1 8' 2x wood studs SPF p p V 4 1 Lattice or Solid Panels 7 Alun. Bracket or OTR 016" o/c 12" N. ewePENT 10. p p 8 SMS (0.060•> SMS ATTACH PANELS /2'e STEEL PER DETAILS 2" D o p -12' OWN j I AZ, BD OR BG Q A 0 COLIJYN io 3' x 8' Header •t •� x 8' Header 42 1/4" LAG 2. - = 4• (0.042') I I (oa42•) SCREW PER p . D d' ao OR 0.032" "' r x 6' Side Plate TABLE 7.5 "ANC4". nos I I to MIN 2.25" MIN SCREW Ur 3' x 8' Header • SPACING IS 1" CONCRETE FOOTING N31' 3'x3' POST I I 3'x3' POST 2x DF WOOD NOTEi N30 LEDGER USE 1 - 1/2" • STEEL SM FOR FOOTINGS UP TO RAFTER & SIDEPLATES I I 2x6.5" SIDEPLATE 36" CUBE. USE 2 - VY a BARS FOR FOOTINGS UP TO 46' CUBE AND 3 - 1/2' a BARS FOR FOOTINGS UP TO HEADER (3004-H36 ALUM. ALLOY) I 1 N34 LEDGER BOARD ATTACHMENT 52' CUBE. (3004=H36 ALUM. ALLOY) N29 FREESTANDING OR ATTACHED 9 ALTERNATIVE SPLICE FOR ATTACHED UNITS POST/FOOTING CONNECTION t/4' LAG SCREWS FOUR #14 SDS EACH SIDE Seal with permanently INTO VALLPSnD ATIDN flexible L waterproof sealant 3" X 8" BOX 2' 6' Ledger Board STUD .r y BEAM HEADER x (optional IF LAG SCREWSr � ALUMINUM "H" / w/ 110 washers are used � 3' 6" BRACKET y 2' x 4' Stud J to attach hanging raii) "I 3"X 3" ALUMINUM 1.00'nln. 0 �: POST 3' x 8' ALUM 3/8' Log Screw r � RAFTER BRACKET 3• 3+X8' ALUM > 060 . ATTACH. PATIO COVER NEARER 3.5' MIN AS PER N26 OR N27 FER FOUR #14 SDS EACH SIDE Completety Seal with permanently flexibles waterproof sealant k4[ jpQ p N35 . LUMINUM 'H' BRACKET FOR -quilmillititilillf I till/ 1111111111eer Q''� CONNECTING POST TO HEADER 114 SELF -DRILLING SCREW CO 4 (6063—T6 ALUM. ALLOY) 2.5' MIN PENETRATION 1.00'rlln. INTO WORD FRAMING W ATTACHME T ONLY FOR C� �3 Synthetic. Stucco or 6 �m other non-stivctur�ul covering (1' nom thick) �'?! 11111Pi 5208 TENNYSON PARKWAY SUITE 1.00 Sheathing �, CI BtJ1I DUVG PRODUCfS, ING TEXAS 75024 OFCAL\F Bb/CP SEE ALLOWABLE DISTANCE FIRST ROW OF POSTS IN ATTACHMENT STUCCO N omnen Parts'Connection onnec •onDetails a aisTO ooNewport Patio StructuresTABLE 7.7 MD Engineer's Stomp 7/6/07 NP04-2006. 4 of 4 O_ 95" 0.92' - ,876".516*1-500 .876' R= 1 5: R=.125" ( 561' _ OUTSIDE INSIDE _ 0.5" R= 0.15" •450" 216' TYP. �-1.903" 450' 1.625 " 0.750 2.50 ' 3.0' � .167 � � � .t8 " 2.464' �.' i SEE TABLE 1,654' 1.714 876 55,1 al 7 i' 4.9 13R 4:10 SEE DETAIL D 55 1/2' iYP,. SEE DETAIL D .167' 1.625. L _ TYP, 6.00" 1.137' 12.00` " I1,137' 0.125 6.500 2.500 ` 2.00 F 1.625 +I 6" FLAT PAN • ' Q 6" STRUCTURAL PANEL 5.-- _ {. 0.3 6 (3004-H36 ALUM. ALLOY) _ © 12" STRUCTURAL PANEL (3004-H36 ALUM. ALLOY) - 0.718- 2.000 2.000 0.036 0.992 0.875. R0.125. t8' 5" SIX #14 SDs R0.250 + R0.125 R0.153 + ON EACH SIDE 3.00 0295 QF SPLICE i. _ 0.350O a CENTERLINE O 6 1/2" ROLLFORMED FASCIA 3004H36 ALLOY 2.000 1.958 0.363 6.50" I 5,5' O O f 0.525 f --^-F-1.060 •5" 5" • SPLICE UNE SEE 4 DETAIL D 6.000 9" 9' 0.641 ' ©2'x6' FLAT PANEL 3 - /14 SMS s f 30041-136 ALUMINUM ON EACH SIDE OF SPUCE 4.656 1 0 0:075 #8x3¢' SHEET METAL SCREWS p 8' 0/G HELL FORMED. RMED.. std TAS 4.9 OR 4.10 5g� 2.000 INSIDE 51.6' 0.060' R=:.,0.08* SUTSIDE-��. U TYP. t= 0:036' ROLL.FORMED R= 0.10' 0.125' HEADER SPLICE. Tlti#ii �O I 3' 0.72 FR INSIDE OF. HEADER, Q 4.043 . 3.090 R= 0. 5' R= 0.20 9 EACH SIDE OF t� TYP. 2 0 O'CALIFORNIA..FASGIA,' , 1.03 s 3 7. 1.14 SfdS `� (6063-T6 .ALUM. ALLOY) ss .. ON EACH SIM C6 1,2�0 OF SPLICE 6.00" ti.OQ p�rne� 5208 TENNYSON PARKWAY 12.00 r Q, / Bt1I1mc PRODIJCts' INC SUITE tQO yp�q / PLANO. TEXAS 75024 3 1/2"••X 12"- STRUCTURAL PANEL OFCN.� 9EJ/CP C -3004-H36 ALUM. ALLOY) O ROLLFORMED HEADER SPLICE NTS Component .Ports do Connection Details (3004-H36 ALUM.ALLOY) ngineer's Stomp 7/6/07. _ C001 .Zoos 1 of 9 11 1 0.67' 0.09' f 0.54' 5.75' 0.63' f -- 4.00' — .115 GAUGE TYPICAL HEADERS LICE MUST BE LOCATED WITHIN ONE #10 SM 12" OF A POST. PER PANEL 0.15" EXTRUDED HEADER SPLICE WITH TIGHT FIT STASIUZER CUP INSIDE HEADER 0.15" TYP. SEE TABLE 4.9 OR 4.10 5.406" Ll 0. 0.50' 8 - #14 SMS --'1 2.17' 2.31'-.250" R. 4.00" 0 CLASSIC FASCIA W/ STABLIZER CLIP (6061—T6 Alum. Alloy) ONE #10 SM .29 1„ I .375” PER PANEL SEE TABLE 4.9 OR 4.10 1.0" 5.406" STRUCTURAL PAN L 079" .079" 2.725" x-,109" 1 4.00" OK ALASKAN HEADER (6061—T6 ALUM. ALLOY) 8 - #14 T 4" 5" 5"1-- 10" ----�.5 .5 10" —A 5" 24" O ALASKAN HEADER SPLICE (6061-T6 ALUM. ALLOY) $�_437* 62" FOR EXTRRUD DB. R=.375' HANGER W/ A -RAIL 1. OA -RAIL (6063-T6 ALUM. ALLOY) .900" ONE #10 SM PER PANEL of 375" STABILIZER CLIP - SEE DETAIL V. _o N 062" 0.062" o2ts 2.750 0.375 0.057 2.965 -I_T OM STABILIZER CUP FOR EXTRUDED HEADERS 'H' & 'L' (6063—T6 ALUM. ALLOY) SEE TABLE 4.9 OR 4.10 3 1/2" STRUCTURAL :� PANEL t3.00" O 5 1/2' EXTRUDED HEADER (6061—T6 ALUM. ALLOY) 1/2 0.08' EXTRUDED HEADER SPLICE WITH TIGHT FIT INSIDE HEADER. 16" SPLICE DETAIL ON 5 1/2" EXTRUDED HEADER SPLICE (6061-T6 ALUM. ALLOY) /2" C 6 39.. E' * t �Amel'imax 5208 TENNYSON PARKWAY BUILDBYC PRODUCTS, ,IIVG SUITE 100 _full s PLANO TEXAS 75024 v_— NTS Component Ports & Connection Detoils Engineer's Stomp 7/6/07MU:coo2—zoos I3w. 2 of 9 .104 R. .200 #14 SELF TAPPING SCREW W 1" WASHER. ALUMINUM SKINNED SANWICH PANEL 8 — #14, SMS USE SPACING ALLOWABLE SPAN AND CONNECTION SPECIFIED IN TABLE . DETAILS" NOT PROVIDED HERE AS PER OTHER APPROVED ENGINEERING J . 5.490 .300 .110 R. ` Wind Speed _. _.. & Exposure (Mph) 3" ,Fastener 0!C Spacing (in) �- 6" r 1Z' IS" .............. 15 ;Max Tributary Width (ft) 15 90 Exp B 110 Exp 8 i5` ........_8 _..:._;... _.5... .. 10 5 3 90 Exp C 15 13 6.54 0.055" 6063T6 ALUM PANEL TO - i 4 i 2.5 .050 R. TYP. 4.4500• y 1 .5' 2.05 S•�.10" �.5 .5�- 10" L5• 1 24" 3.740 - .120 R. - - - - - - - - - •tap THICK TYPICAL OP CLASSIC ALASKAN HEADER SPLICE . - (6061—T6 ALUM. ALLOY) 0.024" 3105 ALUMINUM SKIN 0.042" 3004 H36 ALUM O SANDWICH 0.055" 6063T6 ALUM PANEL TO 0.041 " STEEL OR EQUIVALENT HEADER 2.87 _ CONNECTION COVER PANEL SEE TABLE 4.10 SEE TABLE 4.10 7.875' Q STEEL "C"— CHANNEL HEADER " (STEEL A-653 Fy=50 KSI) 12 GAUGE (0°105') 16 GAUGE (0.060') 0.5" TYP. 7.0' _ .09' TYP. FLO F� 1.0' C66t p' Pii9iY1r1X 5208 TENNYSON PARKWAY #6 # Ah"TCSURE 100 PRODUCTS 4.0' INC 9 CIVIL PLANO. TEXAS 7502 Q 7' x • 4' I` BEAM _ HEADER OFCAIIFP BEJ/CP (6061—T6 ALUM. ALLOY)' NTS , RAW Component Ports & Connection Detoils Engineer's Stamp 7/6/07 C003-2006 3 of 9 4• "I" BEAM 1/2• Baits w/ 1 1/16' Washers 0.56' 3..� 3" 0.09• .os" , 0.31' 1/2" Bolts w/ 7.0" 1 1/16' Washers 2" 5.0' O'1• —7" C SPLICES ONE EACH SIDE ;02 , 4.00• 2.88' 4 F 7" "I" BEAM 36" -� F-o.1�• , -� - $- -e- --e--o- I 1.0" 0.12• 0.13• 3.00' 24., 7" X 4" I—BEAM SPLICE (6061—T6 ALUM. ALLOY) OX 4" X 3" ALUM. I—BEAM FULL STRENGTH SPLICE BOLT LAYOUT OU 7" X 4" ALUM. I—BEAM FULL STRENGTH SPLICE BOLT LAYOUT 3.00" — +� 3.00 0.024" 0.72 �1..56� 0.72 SEE TABLE 4.10 3.00" H 0.93 �-- 0.72' 0.56' L R=.0937 1.50" 0.032" TYP. T� 0.93 1.56 3.00 O 3" SQUARE POST (3105—H26 ALU MF qv 028 1 2008 0.37 4.00' 0.072' 2.88' 0.72 --� —0.17 AN 1 1/2" SQUARE POST rn C63 (3105—H26 ALUM. ALLOY) t = 0.041 -\ 0.13' I 3.00• em 9 YSON PARKWAY O X 3' CLOVERLEAF HEADER ff CIVIL Of., �'--�a-- I0 SU103' PLANO. TEXAS 75024OF (A-653 Fy=40 KSI STEEL) O 4" X 3" ALUM. [—BEAM BEJ/CP NTS Component Ports do Connection Details Engineer's Stamp DAM ], 7/6/07 nLu: CD04-2006 4 of 9 - FOUR #14 SD SCREWS EACH 75' FASCIA HDR r SIDE UP TO 0=28" FOOTING - .. TWO 3/8".BOLTS FOR 90 MPH EXP B ' Effi I& - TWO 3/8' BOLTSLLIJ AND FOOTINGS UP TO d=24" } THREE 3/8" BOLTS FOR 90 MPH EXP C AND FOOTINGS UP TO THAN d=28" 3"X 3" "X 6 1/2 T 7 ' TWO 3/8' BOLTS W/ 1" DIA. - SIDEPLATES : TYP. x 3/32' THK. STL WASHER t ' ALUM.' FOOTING BRACKET 0.032'X1.5' SO ALUM W/ DECORATIVE - _ 1TWO 3/8' GALVANIZED POWERS 5' ' ALUM SCROLS OR SOLID FILL y WEDGE BOLTS QCC ESR 1678) Fol�n n • V/ 2' EMBEDMENT ON SLAB OR. «� ; • •. • ' d = 23' FOOTING. TWO GALV.%' POWERS WEDGE BOLTS = ,� POST ti •. 3.5' EMBEDMENT FOR d=31' ([CC-ESR 1679) W/ 2.5' EMBED FOR SLAB 4 ,f 11 •I' / SLAB 6R f0071NG ATTACH OR FOOTING W d=26' .OR SMALLER �S• �f TWO 3/8" BOLTS X ALUMINUM FOOTING BRACKET FOR CONNECTING TO CONCRETE ® TTOM CONN. CHANNEL 1s. ,L9 ® SLAB OR FOOTING - --� 2.25' 4.5' 2.25" 6063 T6 -ALUM ALLOY ® ROLL FORMED SCROLL POST CONNECTION TO CONCRETE SLAB OR FOOTING ONLY USABLE FOR SINGLE SPAN ATTACHED UNITS BRACKET = 6063 T6 ALUM ALLOY - POST = DETAIL AA OR AF ONLY USABLE FOR SINGLE SPAN ATTACHED UNITS C-4 C� 1 " 3.000' 188" I 1 " 3'. 4. C:)or 5: TYP. 37" 4) 0.37" 3" 3.0•.68814) I 00. _ 094' I 7 014) or 5'O O AG 3 4" 0 5a (IN)= 0.030, 0.040 (ALUM (4) ss "`� STEEL T Fy=36 ' KSI - 0.041 (STEEL) POSTS MAY BE TRIMMED. w/FLEX .43724) ALUM. FACING. ' T AH 3" ALTERNATE POST 020" DP. 12153s� ?R. ESS/F}'' (3004-H36 ALUM. ALLOY OR ` (Jj A-653 Fy=40 KSI STEEL) " x 70' .062RAD.(20) 1.5�°. /� (12) R" ' A>D(16) - - t � �+ 13 • ® COLONIAL POSTS . (3" ALUM. 6063-T6) ® 2­1 1/2" SO. X ,062" * � # �t�YIE''1'lYYlax .5208 SURE T100 YSON PARKWAY BUILDQYCPRODUC[S,DVC t = 0.062 UNLESS OTHERWISE NOTED PLANO. TEXAS 75024 •� EXTRUDED POST : ���� a�P OFCAL1Ft BEd/CP (ALUM. 6063-T.6) _ VAM NTS Component Parts do Connection Details Engineer's Stomp ` 7/6/07 CD05-2006 5 of 9 REQUIRED "VII" ANGLE SSNELOF POST STEEL POST 3/ MIN. ;6. BOLTS FOR OTY _ _.... SEE TABLE 7.3 I' MIN. COLUMN 'J' I 1• MIN. 4 10.188. REQUIRED "VII" WAX... W Wedge Bolt EMBED FOOTpVO DIAMETER DEPTH SIZE 4• 3/8• 3.5 d= 32" 6• 1/2" 4 d= 32" 7.6" 9• 3/4' 6" d= 40" POST_:j STEEL ANGLES 3 1/2" CONC. SLAB D 4 4 4 4 4 ° v C O c v a 4 FOOBTING UNDER G DCI A AI ATTACHED STRUCTURE POST TO FOOTING USING POWERS p ° ° 4 WEDGE BOLTS (ICC ESR 1678) OR EQUIVALENT a . a ° v 4 a a 4 sce were 1e POST CONNECTION DETAIL FOR POST 'A' O SLAB & FOOTING ATTACHMENT POST 'A' SINGLE SPAN ATTACHED UNITS ONLY DOUGLAS FIR UTILITY 1.0 STEEL POST ADDITIONAL 1/2* 0 SUM AS *0 EIGHT MU SMS GRADE OR BTR POST CONNECTOR AS REQUIRED BY PLANS If (SEE NOTE* BELOW) O TWO �' W/ 4' EMBEDMENT LAG SCREW, TWO 3/8' A-307 BOLTS W/ 1.3.0 O 0 ONE ON EACH SIDE OF POST. O 00 WASHERS N ACH SIDEDER OF POST.TH HEAD NUT. Q . ---+- p D v 12" YIN. I" min /2"0 STEEL 2' v p -12' LONG TIMBER FLOOR JOIST ECK[� ENTERED ON OR HEADER AM ATTACHED STRUCTURE POST 2 v p o COLUMN TO DECKING 2• pip G AL ATTACHED STRUCTURE POST TO FLOOR JOIST 12-- 3' x 3' ALUMINUM ' V d PL 7 GA. (.187 TWO 3/8" BOLT POST CONCRETE FOOTING 040 I: USE 1 - 1/2" 0 STEEL BAR FOR FOOTINGS UP TO Q 0.09" TYP. 36 CUBE. USE 2 - 1/2" 0 BARS FOR FOOTINGS UP TO 46• CUBE AND 3 - 1/2" 6 BARS FOR FOOTINGS UP TO .750" f:` •fT+► 30" 30' FREESTANDING OR ATTACHED STRUCTURE 2.5- 1.0" COLUMN TO FOOTING CONNECTION DETAIL 100" Ir I HE/LIX; ; 750" iL HELLIX DIAMETER ' S$/ ALTERNATE TO CONCRETE SLAB ATTACHMENT IN 90 MPH WIND AREAS ONLY NOTES: 1.5 5" ` 1. ALL PARTS TO BE HOT -DIP GALVANIZED OR ELECTOPLATED ZINC. MAY BE w $1 USED IN LIEU OF ATTACHING TO CONCRETE SLAB. 5' S" A _ _ _ 5208 TENNYSON PARKWAY 2. FA�tICATION OF AWNING ANCHORS AND SAFETY STAKES IS BEYOND TWO ' GALVANIZED POWERS WEDGE BOLT * I �iie'�m�X SUITE 100 THE SCOPE OS THIS REPORT. FABRICATION DETAILS AND OLALITY CONTROL (ICC ESR 1678) W/ 3.5.' EMBEDMENT FOR \ BUILDINCPRODUCfS,ING PLANO, TEXAS 75024 PROGRAM MUST BE SUBMITTED TO BUILDING OFFICIAL FOR APPROVAL FOOTINGS UP TO d=32' P . 3. AWNING ANCHORS MAY BE USED IN THE FOLLOWING TYPES OF SOIL IVIS ��or rtpL. SAND, GRAVEL, CLAY, SANDY GRAVEL, SILTY GRAVEL. SILTY SAND,jF ��Q4 BEJ/CP CLAYEY SAND. CLAYEY GRAVEL. SANDY CLAY. SILTY CLAY, AND CLAYEY SILT. OFCAIlawwo POST TO FOOTING OR SLAB ATTACHMENT DETAIL NTS Component Ports & Connection Details AO AWNING ANCHOR AP SINGLE SPAN ATTACHED UNITS ONLY Engineer's Stomp 7/6/07 CD06-2006 6 of 9 3/8' BOLTS W/ 1.0' DIA. x.3/32' THK. STL. WASHER OR $14 SDS. SEE NOTE FOR OTY: ALL 'I' BEANS& 'C' BEAMS I USE TABLE 7.3 -COLUMN H FOR NUMBER OF HORIZONTAL BOLTS USE TABLE 7.4 COLUMN N 3' x 3' POST. FOR VERTICAL BOLTS USE 7.3 COLUMN I FOR HORZONTAL 614 SDS UES TABLE 7.4 COLUMN 0 ur 3/8' BOLTS . OR #14 SDS FOR VERTICAL 014 SDS ALTERNATE 3" SO. POST CONNECTOR BRACKET (SDS= SELF DRILLING ® SCREW) (6063-T6 ALUM. ALLOY) TWO %' BOLTS SEE TABLE 7.3 COLUMN 'J' FOR QUANTITY r BEIM OR STEEL 'C' BEAM -TWO %' BOLTS V/ 1'0 x ;W .THX STEEL WASHER. SEE TABLE. 7.4 COLUMN No FOR QUANTITY. 3" STEEL POST "t" = 0:041 " qT 3" STEEL POST TO HEADER CONN. BRACKET (600--T6 ALUM.) 3'X. - 8 BOX BEAM WRAP 3'x8'x 12 OR 16 ga STEEL C BEAM AW . 3" X 8" STL. V BEAM WRAP W/ 3",X 8" ALUM. BOX BEAM 3' • 3' HEADEF 7' x 4' use 6 - 3/8' bolts FOUR #14 SMS EACH SI 4' x 3' use 4 - 3/8' bolts post 6" • W"mI-SIAM AS 91CON AT ION ® ALTERNATE - 1. eFnw To POST Cowan > Oso ' 'I 'S Seat wIth permonentty FOUR #14 SMS Ftlxue 6 caterprooF EACH SIDE seatent Z' x. 6' Ledges Board toptional For solid / covers IF LAG SCREWS 2' x 4• Stud J use V0 attach washers to hanger) 1.00'rlin. , 3/8• Log Scree ATTACH PATIO COVER 35' MIN AS PER AZ, BD OR BG Completely Seatwith permmnentty flexible 8 Amr waterproof sealant FOR ATTACHMENT TO NON -STUCCO 2S• MEN PENETRATION 7L,1.0011Nn. WALLS SEE TABLE 7.5 'ANC4• INTO WOOD FR/WINGL FOR ATTAt:1MEN7 THRU STUCCO SEE ALLOWABLE DISTANCE TO 'FIRST ROV OF POSTS IN TABLE 7.7 Synthetic Stucco or other non-structural coveting CI' riax. thick) si,eatwng LEDGER BOARD' 3" X 8" BOX BEAM HEADER ALUMINUM "H" BRACKET 3"X 3" ALUMINUM COLUMN A© ALUMINUM 'H' BRACKET FOR CONNECTING -COLUMN TO HEADER (6.063.—T6 ALUM. ALLOY) 1/4!,SOLTS ASTM A307 OR #14. SELF DRILLING SCREWS SEE' BELOW FOR QTY Av. ATTACHMENT DETAIL AY DOUBLE OR SINGLE 3018' STEEL C BEAM BOLT LAYOUT FOR SPLIC O POST TO HEADER CONNECTION FOR 3" X 3" STEEL HEADER AB' • D E AND NON -SPLICE. ATTACHMENT P \: 16. GA .USE '8 BOLTS OR SCREWS 12 GA USE 10 BOLTS OR SCREWS DGUBLE 12 GA USES 8 BOLTS OR -14 SCREWS C6 .3ev /, � 4 VIL �P OF CAU � %.00001. 121�1e 5208 TENNYSON PARKWAY BUfI DOYG l?[iODIJ �C SUITE 100 PLANO..TX 75024 onCP .. . NTS . Component P6rts k .Connection Oetoiis . Engineers .Stomp 7/6/07 - ; C007-2006 7 of 9 1 STRUCTURAL PANEL -RAIL - SEE • NON-STRUCTURAL DETAIL 'J' t-6 •. COMPONENT .04 2.109" 7, 7.5 .750" " 5.7 1.' ev � 2 L OR 3.50'NGACG: . FOR 6' PANELS ®5 1/2" EXTRUDED SIDE FASCIA o TV 0.062' G SMSFOR 12• PANELS (6063-T6 ALUM. ALLOY) n 1.92 50' 1' ®ROLLFORMED HANGER (3004-H36 ALUM. ALLOY) 1110 x 2' SMS SEE TABLE 4.9 OR 4.10 3 1/2" "J" HANGER (6063-T6 ALUM. ALLOY) *�F;'ONR TABLE 7.5 #1 FOLLOW- FOR SPACING 6' O.G. FSR 6• P 12 O.C. FOR 12' PANELS .50"6.5" . _� —7 1.686" 2OR t=.062' OR DETAIL 'J' TYp. 2.50- 1.500." 14=1c 43" 0.30"-•l �- ROLLFORMED HEADER 'E' CONN. 062" �� 1.50' DETAILS TO STRUCTURAL PANELS TMP• � j 1.562" BD EXTRUDED HANGER (6063-T6 ALUM. ALLOY) EXTRUDED.CHANNEL CONNECTOR s7 (6063-T6 ALUM. ALLOY) 2x wood studs SPF of BTR ®16" o/c FTRel ma ATTACH PANELS. PER DETAILS o50' Q�• FE AZ, BD OR BG V #10 x 2' SCREW SEE TABLv E a lV �' 7.5 FOR SPACING 1.00 1/4" -LAG SCREW m PER TABLE 7.5 "ANC4" MIN SCREW SPACING IS 1" EXP g _ CIV I1.i�lel'Lm �.X scarf 100. 2.25" MIN 1 3 \P* SUB. TENNYSON PARKWAY Oda BUI[ DINC I'RODTJCf6, INC. PLANO. TEXAS 75024 2x DF WOOD LEDGER 1.7x7 OFCAL\F 3 1/2- "G" RAIL BEJ/CP ull Ism-- B© LEDGER BOARD ATTACHMENT (6063-T6 ALUM. ALLOY) NTS Component Pacts &Connection Det0ils Engineer's Stomp Sam 7/6/07 CDOB-200'6' 8 of 9 ' ' • I 3/I4' ASSN AM 9M 6 " & 12" PANELS ADORIONAL TWO IN X "L* FOR TOP JIOXI.5" SCREWS OR SIDE MOUNT -SPA,, S 0432, aiof SimQNT R1NEL eros. s is r� 6 PLACES LlvelSnow 14'-5' EAVE }t'-0' 13'-3* 14'-1' 15'-1* W�000 G Load(ps$ is" o% 24^ofc 10'-6' 12'-6' t3'-$' - r-11" 10 2t•$' T4`i' 25 ALUM t7° U=0 00M. "o f 20 t4.3' r4* Et' -3' 12--l'. 7•-2" PANEL KOM IIo,La- snu 2S tD•i^ r.T ..: .. . p C ; .a.a 10'-4" 11'-1' 6'=T .8'-6' 9'-9' TOP30 tri• B'-0• 1YPIIJL Ir v-Awt Ft ' 3/16' ASTM A3640 8'.10* 4•.6" -B _ rtwM Ir V_pm . SKVLCM L q s STEEL BRACKET 60 4'-7' 3'd . ca CION WON ir*v-PANS 1' SPACING US Sr[ M BETWEEN SCREWS ' [ rAsroo ALU PANEL ALL HOUSE. LEDGER BOARD PENETRATIONS MUST BE TOP MOUNT BRACKETCOMPLETELY AND %IDF Mnim ARArNFT PERMANENTLY SEALED EAVE OVERHANG AND 'L' 14UST-COMPLY WITH. DI ALTERNATE EAVE ATTACHMENTS DETAIL BN ALSO r= I/Ir-� r2 IAr-� FOR BW SIZE _EE I r oEUL V SCHEDULE OF ALLOWABLE SPANS FOR ADJACENT TO SKYLIGHT PANELS. 6 " & 12" PANELS ADORIONAL TWO IN I IVFI nAn PSF) 46"_ O.Om.� PANE 0.024 -SPA,, S 0432, aiof ''12" PANFI SPANS u Dais 10 14'-5' 1T-2' _ 17•-9' ' }t'-0' 13'-3* 14'-1' 15'-1* 20 8'-8' 10'-6' 12'-6' t3'-$' - r-11" 1D'-4' 1C-8'12'-1'. 25 T-2' 9'-5" Et' -3' 12--l'. 7•-2" 9'-3'. 10'-r tt•-2' ..: .. . p C SOI 8'-8" 10'-4" 11'-1' 6'=T .8'-6' 9'-9' 10'-3' ao:I" 3Ar BOLT W 3/32' ■ USE A MINIMUM OF (1) SKYLIGHT PANEL PER (4) - 6' ROOF PANELS nmr f T.3.00' W HE TABLE Ia+ AND (1) SKYLIGHT PANEL PER C2) - i2' ROOF PANELS L FASCIAE USE Caaet K FOR SKYLIGHT TO PANEL CONNECTIONS, USE THE SAME NUMBER 1_a'1 FASCIA LLS USE C!>LUOI N . I T FASCIA KM. USE cava N OF SCREWS AS PANEL TO HEADER. :094' J 1.0 3AD' - _ 6 8/8" Y s IVur 2.25 1 F — l� BOLT AS PER TABLE r7 r N14 x 3/4' TEK I 1 to T�� OL F . POST D&E USE COLUMI i ALIERNAIE POST CO101 PLASTIC USED IN SKYUVKT FABRICATION MOTE; + 2GRAM. L ,YBONAIE PER 1� r SEE DETAIL 'BJ' FOR AILATION CONNECTIO D + Y S0: POSE (MMX IW') fOt r P t.1w. FOR Ir FM M 0.85" . II 1.07* FOR W PANEL C3103 -MM 8L I eo, 1 O 3" POST CONNECTIONS FOR O FASCIA HEADERS0.160'0.160'o" FOR 1r PAIEL BK 2' x 63' 310EPLATES 3' ALTERNATE POST CONN. BRACKETS T— —1. OM -NX Aux ALLOT) (STEEi, A=653 Fy-40.000 PSI) 4w :378' ,42• .373' R - 4.50' '� load RA TER q.AX.OISTANCE TO F.IRST.R W -OF POSTS 'L. ADORIONAL TWO IN IIZB NA Is EA PAPIER WHEN REOum B - LI SMIMM% 3 06 IAO "x FASCIA - TOM DETAIL A" 27x WOOD FRAMING. DOUGLAS.FIR-LARCH (NORTH) WAL /2, OR BTR HANGER yp9p� WILL aR FASC01 L (a. pets 7.8 FOR tAAlmlutt . x011. OVERNANG �T ..: .. . p C SOI load RA TER q.AX.OISTANCE TO F.IRST.R W -OF POSTS 'L. IIZB EAVe'OVBRKA!fO24' O!C . 17"' 1 S'rx _4 p B. ..2'xi pom:*-p ;i'-1` 2s4 t t.•2" 6,'_7" 4._�. z. ..: .. . p C . ix8 $Y $2' 1 Pet 2x4 -B 4••9' 2•.6^ 1-3 •_1" . _4t? _ US se 8••9" 3 -B 2'-1" •B- __.._-- - 103 qPM Exp @: iib 13'-8.' +,1'"�'.... T'_8� _�_-4-._.. _.. 3__e �. . 30 Prot 2x4 0-8 1. 0• __077"_ gPH.E:io c s:4 11 1 §•=z-' ii i-" i•=� i e .m ix t t 8 4-4 1 {'-10" 4 Ps( sx 1, 1-10": 0-8 0-0 00 2i 4%24 ziI t sa P.4... 2x4....`_." o' -t " o'a 9 8 2x' s'•e• i•-io� 2.2� 1•�0� . _ iI;:F�. 5:50' PMIE7S NEEDED FOR 1 SKYUGHT PANEL SEE. SEa/ED T Aeo1rE FDR AlVAOM SPALLS Fart zuuuADJAE;ENT TO SKYLRiIT PANELS k MAW OF ROOF FE i PU BIM SKYLIGHT PANEL , C6 39 ' EXP 9 tt/timI?Rg 5208. TENNYSON PARKWAY BUILDllYG ODUCB IN SUITE t 00 CIVIL \Q' ' PLANO, TEXAS. 75624 OFCAI.�FBEJ/CP NTS Comporient Parts & Connection Details BN ALTERNATE EAVE ATTACHMENT Engineer's Stomp mm 7/6/07. 609=2006179 of 9 I I I I I I I I I I I I f I I LOAD BEARING POST SEE DETAILS L25, L29, N8, NIS, N29, AD, Al, AJ, AP OR AO FOR POST/ CONCRETE ATTACHMENT I FIBERGLASS � POST COLLAR i I I - SLAB OR FOOTING INUM RAFTERS OR SOLID PANELS 0.032'X2'X6.625' ALUM HEADERS OR 0.042'X3'X8' ALUM HEADERS 2'X6.25' ALUMINUM DOUBLE HEADERS z -3'X8' ALUMINUM DOUBLE HEADER I I I I I I � I I I I I I I I M1 'STEEL OF ALUMINUM FIBERGLHaa NON LOAD BEARING POST FIBERGLASS DECORATIVE POST COVER 1.5'X1.5' STEEL L ANGLE BRACKET CTYP> -3/8'X3/4' BOLT I CONCRETE ANCHOR M . v ' d . - o 4 � � • 4. . • � . a . e a d a �' e • v PLASTIC HOLE PLUGS 1' M I I FIBERGLASS I I POST COLLAR J I I I I FIBERGLASS I I DECORATIVE M 2 I I POST COVER ' NOTES: 1. FIBERGLASS POSTS ARE NON—LOAD BEARING. 2. ATTACHMENT TO HOLD COVERING #14 SMS AGAINST MINOR LATERAL FORCES. 3. USE MULTIPLE BRACKETS AS NEEDED. 4.- FIBERGLASS POSTS MAY BE -#14X3/4' USED FOR ANY STRUCTURE. TEK SCREW `-3/8'X %' BOLT 1.5'X1.5' STEEL L ANGLE BRACKET CTYP> STEEL OR ALUMINUM LOAD BEARING POST EXISTING ROOF _.,--ROOF SNOW LOAD q-sR.0 tl,� 8 STRUCTURES COMPLYING WITH THIS DETAIL DO NOT REQUIRE ADDITIONAL DRIFTING SNOW CONSIDERATIONS GROUND SNOW MAXIMUM LOAD CPSF> 'h' (IN) 10 9 15 14 20 17 25 18 30 20 40 25 50 30 60 33 0.120'x2'x2*X2'- LONG 'L' ANGLE 6063T5 ALUM SCREW 810 SMS SCREWS I ; —0 2.000 WALL HANGER 5�7 0.045 r0.048 w - - 2.000 1.430 80.1 70 0.060 0.048*x1.5'x2.5' 6005T5 2'X2' FAN BEAM 6063T5 ALUM WALL HANGER oi- -: . NO ORIENTATION SPECIFIED 2*x2' FAN BEAM FAN BEAM FAN 14 r -FASTEN TO HANGER BEAM SEE NOTE 81 0.042'x3'x8` HEADER - 2.5' or 2' STRUCTURAL PANEL 1.5' or 2' A, AN BEAM A UUWUKMANUL lU THE APPLICABLE ELECTRICAL 0.042'x3'x8'—l-*� 'CODE IS OUTSIDE THE HEADER SCOPE . OF- THIS DETAIL CEILING FAN OR AND MUST BE APPROVED L LIGHT FIXTURE S.EPERATELY. POST� FEB J4 269 10 PSF LIVE LOAD 1 90 MPH EXPOSURE C Trde MAX lbs WS MAXATTACHED so ms WIDTH POST i=CM POST M FOOTWO (M SPACING FOR I 1:7 r POST SUE ON SLAB StAS (m TYPE "d' (Fr) 11 (kv) 144r A I'le. A 19 .;4 4,S 13!-I0* A I3=10' A 19 5 iX-r A 17-2' A 19 &S lz-,r A .17-7- a 20 a III -Jr A 17-V a 20 S.s 19-V A 11.7- a 20 W4r A IT -2- 9 20 914* A I0'-9" a 21 Ir -T A lap -r a 21 9 71-W A w -r B 21 10 W -r A w -r 8 22 11 W -r A r -r a 22 12 5-v, A r -l" a 22 13 s%lr A w.r a 22 14 ^ lr-l(r A V-1" 8 22 Is lf-w A 51-W a 22 is 4'-r A V4" a 22 v4r . A , F -T , 8 22 '�!o' fano to Allowable Spaqp 30 lobs 2T -(r -i-17�T(F- ­­ -,-' ­* 19 -11 - lbs WS �­-­-40 so ms L 7 0 POST AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURE! T. W.7 q• Ran. d—d Kh —I—, M FeMenanx f— Chinn 1 —A" Allowable Width for Attached Two TAb Post Structures on Slab Width (it) Live or Ground Snow Load 10 pat 20psi 4 37-1" 16'-11" 4.5 28'4" 16'-1" 5 25'-8" 13'-6" 5.5 23'.4" 174" 6 21'5" 1114" 6.6 19'-9" 10'5" 7 19-4" 94" 7.5 1T-1" D 8 164" 8'S" 8.5 15-1" T-11" 9 14'5" T4" 9.5 13'4" T-1" 10 12'-10" 6'4" 11 1114" 6'-2" 12 19-8" 5'-7" 13 9-10" 5'-2" 14 9'-2" 4-10" 16 94" 4'4" 20" 20" Table 7.1 20 POST TYPE POST DESCRIPTIONS DETAIL MAX POST HGHT A Twin 0.032N1.5"x1.5" AC, AA 8' A Twin 0.0629r1.59r1.5" AC, AF 12' A 0.024"Post with Sideplates L24, N16, BK 17 B Clover0.040"x3")f4"Alum L11.N11,AH 17 C Colonial 0.062" Extruded AE 17 D 0.041913913" Steel Clover L11, N11. AH 17 E 0.041913'X3" Steel Clover L11, N11, AH 17 F 0.188913913" Steel Square L21, N17, AG 15' G 0.1889c4"x4" Steel Square L21, N17, AG 18' H 10.18874"X5" Steel Square 1-21, N17, AG 1 18' I emu /.Z Y.W. 7 A• 9e,. d—A 61, w,Me" M Ceelen.. M Tannin.. 1 ".aA" #14 SMS = #14 sheet metal or SDS screw, 1/2" minimum length 3/8" B = 3/8" Diameter Bolt See General Notes for specifics on fasteners r 6 to the first row of columns. wers Wedge Bolt 3/8" diameter and 2.5" embed: ICC ESR 1678 other anchor w/ 5500 shear vs wind and seismic loads. Isonry anchors must have a Shaer value of 2500 for nd or seismic loads. l" Lag screws must have 21/4" of penetration Into studs. sse lag screws must have an 1/8" lead hole. and 20 psf are live or snow loads, 25- 60 psi are snow loads. WNDSPEE1 SNOVI SPACING SPACING SPACING SPAN Aluminum Material Gage (m) (MPH) AND LOAD CONCRETE MASONRY FOR #10x2" (FT) Aluminum Gage (in) EXPOSURE (PSF) ANCHORS ANCHORS 'SMS SCREWS PER RAFTER O/CSPACING 0.024 0.024 0.032 0.036 0.040 0.040 0.060 0.060 2 LIVE 21' 0.038 0.062 0.060 0.090 0.100 11' 1 LIVE LIVE 130C 14' 21' 2 A B C D E F G H "#143/8" K L M N 0 6" Footer Design 014 3/8" B 3/8" B #14 #14 318" B #14 3/8" B 20" 20" 6" 3/8" B #14 3/8" B 3/8" B #14 Design FooteSize 1T. 2 Uplift SMS BOLT BOLT SMS SMS BOLT SMS BOLT 16 4 3 BOLT SMS BOLT BOLT SMS Uplift Size 17 d (In) Obs) 184 424 830 245 773 1016 293 1361 5 4 533 382 865 1293 Tai (lbs) d (in) 12 100 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 100 12 13 127 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 127 13 14 159 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 159 14 15 195 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 195 15 16 237 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 237 16 17 284 2 1 1 2 2 1 1 1 1 1 1 1 1 1 1 284 17 18 338 3 1 1 2 2 1 2 1 1 1 1 1 1 1 1 338 18 19 397 3 1 1 2 2 1 2 1 1 1 1 2 1 1 1 397 19 )af stab a 20 463 3 2 1 2 2 1 2 1 1 1 1 2 1 1 1 463 20 21 636 4 2 1 3 2 1 2 1 2 1 1 2 1 1 1 —r36-21 22 618 4 2 1 3 3 1 3 1 2 1 2 2 1 1 1 616 22 23 704 5 2 1 3 3 1 3 1 2 1 2 2 1 1 2 704 23 lop Slab 90B 722 6 2 1 3 3 1 3 1 2 1 2 2 1 1 2 722 Slab 24 am 5 2 1 4 3 1 3 1 2 1 2 3 1 1 2 800 24 lop Slab 90C 886 6 3 2 4 4 1 4 1 2 1 2 3 2 1 2 886 Slab 25 904 6 3 2 4 4 1 4 1 2 1 2 3 2 1 2 904 25 26 1017 7 3 2 5 4 1 4 1 3 1 2 3 2 1 2 1017 26 27 ,_ 1139 7 3 2 5 5 2 4 1 3 1 2 3 2 1 2 1139 27 28 1270 a 3 2 6 5 2 5 1 3 1 3 4 2 1 2 1270 28 29 1411 9 4 2 6 6 2 5 2 3 1 3 4 2 2 3 1411 29 30 1563 We 4 2 7 6 2 6 2 4 1 3 5 2 2 3 1563 30 31 1724 n/a 5 3 8 7 2 6 2 4 2 3 5 2 2 3 1724 31 32 1896 n/a 5 3 8 7 2 7 2 4 2 4 5 3 2 3 1896 32 33 2080 n1a 5 3 9 8 2 8 2 5 2 4 6 3 2 3 2080 33 34 2275 We 6 3 Na 9 3 8 2 5 2 4 6 3 2 4 2275 34 35 2481 We 6 3 We Na 3 9 2 5 2 5 7 3 2 4 2481 35 36 2700 n1a 7 4 n1a Na 3 Na 2 6 2 5 8 4 3 4 2700 36 37 2931 We 7 4 nra Na 3 Na 3 6 2 5 8 4 3 5 2931 37 38 3175 We 8 4 Na Na 4 Na 3 7 2 6 9 4 3 5 3175 38 39 3433 We 9 5 n/a Na 4 Ne 3 7 3 6 9 4 3 5 3433 39 40 3704 We 9 5 Na Ne 4 Ne 3 8 3 7 n/a 5 3 6 3704 40 41 3988 We n/a 5 We Na 4 We 3 . 8 3 7 n/a 5 4 6 3988 41 42 4288 rda We 6 nta Na 5 We 4 9 3 8 IVa 5 4 7 4288 42 43 4601 n/a n/a 6 Na Na 5 We 4 Na 3 a Na 6 4 7 4601 43 44 4930 We n/a 6 Na Na 5 Na 4 Na 3 9 n1a 6 4 8 4930 44 45 5273 We Na 7 n/a Na 6 n1a 4 Na 4 9 n/a 7 5 8 5273 45 46 5633 We n/a 7 We Na 6 Na 5 We 4 We n/a 7 5 9 5633 46 47 6008 n/a n/a 8 nfa Na 6 Na 5 Na 4 n1a n/a 7 5 9 6008 47 48 6400 n/a n/a 8 Na We 7 n/a 5 Na 4 Na n1a 8 5 Na 6400 48 49 6808 n/a n/a 9 Na Na 7 We 5 Na 5 Na n/a 8 6 n/a 6808 49 50 7234 n/a Na 9 . n/a Na 7 Na 8 We 5 n1a n/a 9 6 Na 7234 50 #14 SMS = #14 sheet metal or SDS screw, 1/2" minimum length 3/8" B = 3/8" Diameter Bolt See General Notes for specifics on fasteners r 6 to the first row of columns. wers Wedge Bolt 3/8" diameter and 2.5" embed: ICC ESR 1678 other anchor w/ 5500 shear vs wind and seismic loads. Isonry anchors must have a Shaer value of 2500 for nd or seismic loads. l" Lag screws must have 21/4" of penetration Into studs. sse lag screws must have an 1/8" lead hole. and 20 psf are live or snow loads, 25- 60 psi are snow loads. WNDSPEE1 SNOVI SPACING SPACING SPACING SPAN LAG SCREWS (MPH) AND LOAD CONCRETE MASONRY FOR #10x2" (FT) PER STUD @16" EXPOSURE (PSF) ANCHORS ANCHORS 'SMS SCREWS PER RAFTER O/CSPACING 90 C 10 20" 20" 8" 18' 1 LIVE 2 2 LIVE 21' 2 105 C 20 20" 20" 6" 11' 1 LIVE LIVE 130C 14' 21' 2 110 C 25 20" 20" 6" 10' 1 9' 2 21' 2 30 20" 20" 6" 8 1 4 3- 30 1T. 2 40 1 16" 1 16" 1 4" 1 13' 1 2 1 Spacing between bolts and screws shall be 2.5 times the shank diameter 2 The edge distance of bolts and screws Shall be 3 times the shank memeter 3 Connections shall be arranged so that the center of resistance of the connection shall coincide with the resultant line of action of the bad. ABLE 7.6: WALL ATTACHMENTS FOR LATTICE COVERS ANC 3 ANC 4 GRND c c CLEAR- NO.OF#10 NO. OF 1/4" SNOW WIND SPAN SCREWS LAGSCREWS LOAD SPEEE (FT) PER RAFTER PER RAFTER 40 MPH 13'.8" 13'4" 60 13'-10" .= 10 105C 19 2 2 LIVE 120C 27 3 2 20 1300 10 2 LIVE 130C 14' 3 2 130C 19 4 3 25 9' 2 14' 3 2 19' 4 3- 30 8' 2 17 3 2 16 4 3 40 9 3 2 17 4 3 8' 4 3 60 17 5 4 TABLE 7.7 STUCCO ATTACHMENT TO WALL ALLOWABLE DISTANCE TO FIRST ROW OF POSTS Ground c c Snow Wnd Speed (mph) and Exposure Load (ps) 90 C 90 Exp B 90 Exp C LIVE 20 29-0" 15'4" 15'4" 25 20.0' 15'4" 151-8" 30 201-W 15'48" 15'-8" 40 20'-0" 13'.8" 13'4" 60 13'-10" 9-2" 9-2" Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 76024 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg,VA 24503 (434) 3842514 carinutnam0comcast.ti M3-2006 FEB 0 4 NO 71612007 Page 3 of 4 f 7.0 CONCRETE FOOTING OPTIONS EQUIVALENT FOOTINGS FOR For FREESTAND AND ATTACHED 33 Equivalent 1/ 19 DIAMETER OF 40 Cubic Footing 18 24 30 36 d (in) w z 20 CIRCULAR 18 16 15 z a O c z z FOOTINGS 16 (IN) 24 � � c7 12" 18" 24" 30" DEPTH OF 18 Fz—. z p 28 00 U. Col - z z o CIRCULAR 29 26 23 z 0 U. FOOTINGS (IN) 31 18 18 52 ' 23 13 12 19 20 61 27 15 12 20 _ 22 71 31 18 12 21 23 82 36 20 13 22 24 94 42 24 15 23 26 108 48 27 17 24 27 N/A 54 31 20 25 • 29 N/A 61 35 22 26 31 N/A 69 39 25 27 33 N/A 77 44 28 28 35 N/A 86 49 31 29 36 N/A 96 54 35 30 38 N/A 106 60 38 31 39 N/A 117 66 42 32 40 N/A 129 72 46 33 41 N/A 141 79 51 34 43 N/A 154 87 56 35 44 N/A 168 95 61 36 46 N/A N/A 103 66 37 47 N/A N/A 112 72 38 48 1 N/A N/A 121 78 IAD= /.8 For Single Span Attached Structures Only Wind Condition 1TrIbArea 90 mph 110 mph Trib Area for Solid Exp C Exp C for Lattice Covers Required "d" Structures (sq ft) of Footing (in) (sq ft) For Single Span Attached Structures Only 33 Equivalent 1/ 19 Footing Depth (in) 40 Cubic Footing 18 24 30 36 d (in) Required Length of Square Footing (in) 20 21 18 16 15 21 23 20 18 16 22 24 21 '19 i7 23 26 23 20 18 24 28 24 21 20 25 29 26 23 21 26 31 27• 24 22 27 33 29 26 23 28 35 30 27 25 29 37 32 29 26 30. 39 34 30 27 31 41 35 32 29 32 43 37 33 30 33 45 39 35 32 34 47 40 36 33 35 49 42 38 35 36 51 44 39 36 37 53 46 41 38 38 55 48 43 39 39 57 50 44 41 40 60 52 46 42 41 62 54 48 44 42 64 56 50 45 43 66 58 51 47 44 69 60 53 49 45 71 62 55 50 46 74 64 57 52 47 76 66 59 54 48 78 68 61 55 49 81 70 63 57 50 83 72 65 59 For Single Span Attached Structures Only Wind Condition 1TrIbArea 90 mph 110 mph Trib Area for Solid Exp C Exp C for Lattice Covers Required "d" Structures (sq ft) of Footing (in) (sq ft) 20 15 17 33 3U 1/ 19 50 40 19 21 67 50 21 23 83 60 22 25 100 70 23 26 117 80 24 27 133 90 25 28 150 100 26 29 167 110 27 30 183 120 27 31 200 130 28 32 217.- 140 29 33 233 150 30 33 250 160 30 34 267 170 31 35 283 180 31 35 300 190 32 36 317 200 33 37 333 210 33 37 350 220 34 38 367 230 34 38 383 240 35 39 400 -250 35 40 417 260 36 40 433 270 36 41 450 280 36 41 467 290 37• 42 483 300 37 42 500 TABLE 1.10 PROF " In FEB 0 4 fn Amerimax Building Products 5208 Tennyson, Parkway Plano; Texas 75024 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 (4341384-2514 carluutnamO-comcast.net 7/6/2007 M4-2006 Page 4 of 4