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09-1102 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA,. CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: 09-00001102 Owner: Property Address: 53640 AVENIDA CORTEZ JEAN PIERRA APN: 774-102-007- - - 53460 AVENIDA CORTEZ Application description: PATIO COVER - RESIDENTIAL LA QUINTA, CA 92253 Property Zoning: COVE RESIDENTIAL Application valuation: 2939 Applicant: Architect or En 'ear: �0�� ow/1Ae,�Vlt� ------------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty_ of perjurythat I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code; and my License is in full force and effect. License Class: B License No.; 870046 Date: Contra -el- OWNER-BUILDER. DECLARATION I hereby affirm under penalty -of perjury that I am exempt from the:Contractor's State License Law for the. following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit,to construct,. alter, improve, demolish, or repair any structure, prior to its issuance, also requiresthe applicant for the permitto file a signed statement that he or she is licensed pursuam.to the provisions of the Contractor!&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 thebasis for the alleged exemption: Any violation of Section 7031.5 by any applicant for a permit subjectsthe applicant to civil penaltyof not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the.structur&is not intended,oroffered 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 whodoes the work himself or herself through his or her own employees,, provided that,the improvements are not intended or offered forsale. If; however, the building or improvement is sold within one yearof,comptetion, the owner -builder will have the.burden of proving that he or she did'.not.build or improve for the purpose -of sale.). (_J 1, as owner of the property, am exclusively contracting, ith.licensed contractors to construct the project (Sec 7644, Business and Professions Code: The Contractors' State License. Lew does not apply to an owner. of property who builds or.- improves thereon,.and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I.am exempt under Sec.. , B.&P.C. for this reason Date:, Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of.perjury that there is;a construction lending agency for the. performance,ofthe work for which this permit: is issued (Sec. 3097, Civ. CJ. Lender's Name: Lender's,Address: I:QPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/15/09 Contractor: P SHADE BUILDERS PO BOX 97 q THOUSAND PALMS, CA 92276 OCT 15 1009 (760)403-7268 Lic. No.: 870046 CITYOFLAaUiWTj ------------------- WORKER'S COMPENSATION DECLARATION I.hereby affirm,under penaltyof perjury one. of the following declarations: _ I have and will maintein,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 permitls:issued. My workers' compensation insurance carrier and policy number are: Carrier EXEMPT Policy Number EXEMPT I certify that,.in the'perfornience of the work for which this permit is issued, l shall not'employ any person in any mannerso as to become subject to the workers' compensation laws of California, and agree that, If I should become subject to the workers' compensation provisions of Section 3700 of theLe ode, I II forthwith com ly'with those provisions. Date: 1C-1y1� Applic t: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYERITO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100;000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is herebymadeto the Director of Building and Safety. for 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 orpursuant to any permit issued as a result of thisapplication, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of. W Quints, 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 ofsuch permit,.or cessation of work for t804ays will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree -to -comply with all city and county ordinances and state laws relating to building construction, and hereby autliorize representatives of this.county toenterupon.the.above-menti _ pe for i a ectionp�C./ Date -%T1% 1- Signature (Applicant or Agent):, _ _ I `♦ Application Number . . . . . 09-00001102 Permit PATIO COVER PERMIT Additional desc . Permit Fee . . . . 54.00 Plan Check Fee 35.10 Issue Date . . . Valuation 2939 Expiration Date . . 4/13/10 Qty Unit Charge Per Extension BASE FEE 45.00 1.00 9.0000 THOU BLDG 2,001-25,000 9.00 - --- - - Special Notes and --------- --- -- ------------------------- Comments 131X17' (22.1 SF) ALUMAWOOD LATTICE PATIO COVER. 2007 CODES ---------I---------- Other Fees . . . - ---------------------------°----------------------- . . . . . . BLDG STDS ADMIN (SB1473) 1.00 STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid Credited Due Permit Fee Total 54.00 .00 .00 54.00 Plan Check Total 35.10 .00 .00 35.10 Other Fee Total 1.50 .00 -.00 1.50 Grand Total 90.60 .0.0 .00 90.60 LQPERMre - --I--I i ; ��_-1___ �: _ �� _ , . � ._ 1. I ; --; - �. Carl Putnam P.E. 3441 Ivylink Place Lynchburg, VA 24503 ` r, earl. P��tnam_ p, E_ s August 21, 2008 Heath Morgan Amerimax Building Products 28921 US Hwy 74 Romoland, CA 92585 Dear Heath The standard plans, Amerimax Building Products Engineering for Patio Covers Carports and Commercial Structures, is in compliance with the 2006 International Building Code and the 2007 California Building Code. These plans have been submitted to ICC and are under review for an Evaluation Service Report conforming to the 2006 IBC. Please contact me at (434) 384-2514 or at carlputnam(Z-DcomcasLnet if you require further information. Sincerely, Carl Putnam, P.E. i MAR I n 9nnq Bin # City of La Quints Bul7ding az Safety DMsion P.O. Box 1504, 78495 Calle Tampico La Qlfinta, CA 92253 - (760) 777-7012 Building Pennit Application and Tracking Sheet Permir# Project Address: �(�� owner's Name: A. P. Number: Address: 5 RoL4 Q) f ijG , V Legal Description: City, ST, Zip: LA QJw4-i1A— CD 411.:2, Contractor <5 IbL) 1 GEA Address: Telephone:- Project Description: City, ST,.Zip�1- Telephone:llu?--'�)�Cl V '1 State Lic. # : Arch., Engr., Designer. u Address: City, ST, Zip: Telephone: State Lic #: j6AWV�20LkA) struction Type: Occupancy: ect type (circle on Add'n Alter Repair Demo Name of Contact Person: 1 Ft.: # Stories: #Units: Telephone # of Contact Person:—JLprJ Estimated Value of Project l7 APPLICANT: DO NOT WRITE BELOW THIS LINE Submittal Req'd Rec'd TRACMG PERMIT FEES Plan Sets Plan Check submitted Item. Amount Structural Cales. Reviewed, ready for corrections Plan Check Deposit Tross:Cales. Called Contact Person Plan Check Balance Title 24 Cities. Plana picked up Coostmcdon Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for correctionvIssue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 4" Review, ready for eorreetionallnue Developer Impact Fee Planning Approval Called Contact Person . A.LP.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees i` It Amerimax Building Products Patio Cover, Carport and Commercial Structure Engineerin RED PRO !r .c. NGI►�cq PAGES DRAWING SECTION DESCRIPTION ��`�� 2 PAGES GN01-2006 P- V2$80PEl GN02-2006 GENERAL NOTES � ` DETAILS 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES 4 PAGES SC01-2006 SOLID PANEL STRUCTURAL CONFIGURATIONS L� G N g Aa SCO2-2006 SOLID PANEL DETAIL CALLOUTS C% SC03-2006 ALUMAWOOD STRUCTURAL CONFIGURATIONS SC04-2006 ALUMAWOOD DETAIL CALLOUTS 1 PAGE 1 4 PAGES 2 - 5 4 PAGES 6-9 3 PAGES LT01-2006 LT02-2006 LT03-2006 1 PAGE 1 10 PAGES 2-11 10 PAGES 4 PAGES 9 PAGES 5 PAGE 12-21 NP01-2006 N P02-2006 NP03-2006 NP04-2006 CD01-2006 CD02-2006 CD03-2006 CD04-2006 CD06-2006 CD06-2006 CD07-2006 CD08-2006 CD09-2006 Ml -2006 M2-2006 M3-2006 M4-2006 M5-2006 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO S1 R AT ONWE: 12131/ C 4 " LATTICE2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 90 MPH WIND AREAS LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO ST SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMB' SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMM' COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORT,S CTURES IN 90 MPH WIND ARE) CTURES IN HIGH WIND AREAS COMPONENT PARTS AND CONNECTION DETAILS y' Pur ' M SOF :r MAY 1 2 2009 JUN 1 7 2001 .c. 030 _ P- MISCELLANEOUS DETAILS �•''��L`°�` MISCELLANEOUS DETAILS 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES 7.0 FOOTING AND SLAB ATTACHMENT TABLES 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS MAY 1 2 2009 JUN 1 7 2001 GENERAL NOTES: 1. DESIGNED IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING CODE. THIS REVIEW INCLUDES THE 2007 CALIFORNIA BUILDING CODE PROVISIONS THAT ARE LOCALLY ENFORCEABLE AND UNDER THE JURISDICTION OF CITY AND COUNTY BUILDING OFFICIALS. PROVISIONS RELATED SPECIFICALLY TO HOSPITIALS AND PUBLIC SCHOOLS IN CALIFORNIA ARE NOT PART OF THIS REVIEW. 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE2000 EDITION OF ALUMINUM ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE INTERNATIONAL BUILDING CODE. 3. DESIGN LOADINGS: GROUND SNOW LOAD 10 PSF 20 PSF 25 PSF 30 PSF 40 PSF 60 PSF FOR 0.25/12 > SLOPE < 1/12 DESIGN LOAD 10 PSF LIVE OR GROUND SNOW 20 PSF LIVE OR GROUND SNOW 21 PSF 25.2 PSF 33.6 PSF 50.4 PSF WIND SPEEDS IN THE 2006 IBC ARE "3 SECOND GUST WIND SPEED." ALL STRUCTURES DESCRIBED IN THIS REPORT ARE DESIGNED USING PRESSURES CALCULATED FORM "3 SECOND GUST WIND SPEEDS". NOTE EXPOSURE B: URBAN AND SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN WITH NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF SINGLE-FAMILY DWELLINGS OR LARGER. EXPOSURE B SHALL BE ASSUMED UNLESS THE SITE MEET THE DEFINITION OF ANOTHER TYPE EXPOSURE. EXPOSURE C: OPEN TERRAIN WITH SCATTERED OBSTRUCTIONS, INCLUDING SURFACE UNDULATIONS OR OTHER IRREGULARITIES, HAVING HEIGHTS GENERALLY LESS THAN 30 FEET (9144 MM) EXTENDING MORE THAN 1,500 FEET (457.2-M) FROM THE BUILDING SITE IN ANY QUADRANT THIS EXPOSURE SHALL ALSO APPLY TO ANY BUILDING LOCATED WITHIN EXPOSURE B TYPE TERRAIN WHERE THE BUILDING IS DIRECTLY ADJACENT TO OPEN AREAS OF EXPOSURE C TYPE TERRAIN INANY QUADRANT FOR A DISTANCE OF MORE THAN 600 FEET (182.9 M). THIS CATEGORY INCLUDES FLAT OPEN COUNTRY, GRASSLANDS AND SHORELINES IN HURRICANE -PRONE REGIONS. SEISMIC LOADING MAXIMUM Ss = 150% SHOWN IN 2006 IBC FIGURE 1613.5(1) MAXIMUM Ss = 55% FOR 40 PSF AND 60 PSF GROUND SNOW LOADS. SEE GENERAL NOTE_ #20 S1 NOT APPLICABLE TO THESE STRUCTURES SITE CLASS = D BASIC SEISMIC, FORCE RESISTNG SYSTEM POSTS SURFACE:MOUNTED =GENERIC SYSTEM >> R= 1.25 ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE 4., THIS ENTIRE ENGINEERING PACKAGE IS NOT REQUIRED FOR MOST BUILDING PERMITS. SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE: a. GENERAL NOTES (2 PAGES) b. STRUCTURAL CONFIGURATIONS -0 OR 2 PAGES) c. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES FOR SOLID COVER STRUCTURES) OR BOTH (FOR COMBINATION STRUCTURES) d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR R LIVE/SNOW AND WIND LOAD e. ALL APPROPRIATEDETAILS f. OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. 4/27/2009 1 ENGINEERS STAMP JUN 17 2009 � A rnerLm�iX 5208 TENNYSON .PARKWAY Illil SUITE 100 r BUILDQVG PBODUCfS, QVC PLANO, TEXAS 75024 PRINTED ON 4/29/2009 IAPMO ES REPORT #0113 IAPMO PAGE NUMBER '2,OF 57 GENERAL NOTES: (CONTINUED FROM SHEET NO. 1) 5. CONCRETE MIX: Fc=2500; 3000 OR 3500 PSI FOR 28 DAYS IN NEGLIGIBLE, MODERATE, AND SEVERE CONDITIONS AS SHOWN IN FIGURE 1904.2.2 OF THE 2006 IBC. PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE POST LOAD IS 750# OR LESS. CONCRETE SHALL BE A MINIMUM OF 3.5 INCHES THICK AND NO CRACKS WITHIN 2'-6" OF POSTS. POSTS SHALL BE SET BACK A MINIMUM OF 4 INCHES FROM EDGE OR EXPANSION JOINT OF A SLAB. POSTS WILL COMPLY WITH THE CORNER DISTANCES OF TABLES SLAB1 AND SLAB2 OF SHEET M5 6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL. ALLOWABLE FOUNDATION PRESSURE IS 1500 POUNDS PER SQUARE FOOT. LATERAL BEARING PRESSURE IS 100 PSF/FT AND IS DOUBLED PER 1804:3.1. THESE DESIGN VALUES DO NOT APPLY TO MUD, ORGANIC SILTS, ORGANIC CLAYS, PEAT OR UNPREPARED FILLS AND MAY REQUIRE FURTHER SOIL INVESTIGATION. UNITS IN SNOW/LIVE LOAD AREA OF 25 PSF OR LESS_ MAY BE BUILT ON 1000 PSF BEARING_ SOIL W/O ADDITIONAL ENGINEERING. 7. 20 PSF AND HIGHER:LIVE LOAD STRUCTURES MAY BE USED FOR. PARKING OF MOTOR VEHICLES.. CARPORTS MUST HAVE AT'LEAST TWO OPEN SIDES.AND HAVE FLOOR SURFACES MADE OF APPROVED NONCOMBUSTIBLE MATERIAL OR ASPHALT. 8. FREESTANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER. 9. STEEL BOLTS SHALL BE ASTM A-307 AND HOT DIPPED GALVANIZED, MECHANICALLY GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 3000 SERIES STAINLESS STEEL 10. ALTERNATE ALUMINUM ALLOYS OF EQUAL.OR HIGHER STRENGTHS MAY BE USED. 11. STEEL FASTENERS SHALL BE EITHER STAINLESS (3000 SERIES), GALVANIZED OR.DOUBLE CADMIUM PLATED. CONCRETE ANCHOR BOLTS ARE 3/8" W/ 2" EMBED STAINLESS STEEL HILT[. KWIK BOLT TZ (ICC ESR 1917) OR EQUIVALENT. ANCHORS ATTACHED TO CONCRETE SLAB WILL HAVE.ALLOWABLE TENSILE OF 750 LBF AND SHEAR OF 500 LBF. 12. EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 13. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR POST. (EXCEPT FOR FULL STRENGTH SPLICES) FULL STRENGTH SPIT (DETAILS 0, U, AND X) MAY BE LOCATED ANYWHERE. 18. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZED STEEL, OR ABSORBENT BUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FAYING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL.PART I -A SECTION 6.6.1 19: WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK, THE MAXIMUM DEAD LOAD + LIVE LOAD FROM THE PATIO COVER IS 750LBS AND THE POST SPACING.SHALL NOT EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB. THE MAXIMUM CONNECTION UPLIFT LOAD IS 800 LBS FOR,90MPH EXP C WIND SPEED. CONNECTIONS ARE FOR MAXIMUM PATIO ROOF HEIGHTS OF 12FT. THE EXISTING DECK STRUCTURE MUST BE ADEQUATE TO SUSTAIN THESE ADDITIONAL LOADS. THE STRUCTURAL ADEQUACY OF THE DECK TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL L13, L14, N12, N13, AL OR AM. THE MAXIMUM HEIGHT ABOVE GRADE IS 12. CONSTRUCTION OUTSIDE OFTHESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING. 20. ANY UNIT BUILT WITH A ROOF SNOW LOAD GREATER THAN 30 PSF IN A SEISMICALLY ACTIVE AREA MAY REQUIRE ADDITIONAL. ENGINEERING AT THE DISCRETION OF THE LOCAL BUILDING AUTHORITY. UNITS ATTACHED TO ONE AND TWO FAMILY DWELLINGS W/ Ss < 0.55, SITE CLASS D DO NOT REQUIRE ADDITIONAL SESIMIC ANALYSIS PER 1613:1 EXCEPTION41. 21. DRIFTING SNOW IS ADDRESSED IN DETAIL BR. SLIDING SNOW IS BEYOND_ THE SCOPE OF THIS REPORT. 22. ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL.SPANS WITHIN 20%. ALL SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN. GENERAL NOTES FOR LATTICE STRUCTURES: (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SCO2-2006 AND LT01-2006 THRU LT03-2006.) 1. SEE GENERAL NOTES, SHEET 1, SECTION 4 FOR LIVE.AND SNOW LOADS. 2. AN LATTICE STRUCTURES SHALL NOT BE ENCLOSED. 14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC ESR -5202, ESR -5 OR EQUIVALENT. 15. ATTACHED STRUCTURES MAY NOT.BE ENCLOSED IN ANY MANNER WITHOUT ADDITIONAL ENGINEERING ANALYIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY. `F b/3Q!.11 1: 16. ROOF PANELS ARE CLASS "B" FIRE RATED. 17. STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE: SPAN LATTICE STRUCTURES THAT USE DETAILS L13, L14 OR L25 MUST COMPLY WITH 1410, L2 ON SHEET M5: EN27IRR5 STAMP 72009 -* 1 ilile�Yi1�X 5208 TENNYSON PARKWAY - BUILDING PRODUCTS, INC. SUITE 100 PLANO. TEXAS 75024 .,,..._16RXART GENERAL NOTES I GN02-2006 OF 2 Lr -n-. 75% OF pKww..-- MIN. LEN GT1I JE ULE FOR MIN. IFlPfA NSEE 0. OF 141 SM F:t: E: ocrnn Ae FASCIA PANEL MAY OVERHANG 25% OF CLEARSPAN MAXIMUM 0.50%FT. SINGLE SPAN ATTACHED PATM COVERS DO NOT AL PANEL i REMBRE .F®TINGS PROVIDE 1 1 1 1/2' DRAIN 3.5' CONCRETE SLAB DRAIN REQ'D W/ CONSTRAINED •d r T� - FOOTINGS -_1 f -d•I L —SEE SCHEDULE FOR FOOTING SIZE. SINGLE SPAN ATTACHED STRUCTURE FASCIA TYPE HEADER `PROVIDE 1 1/2" II DRAIN I I. 3.5' CONCRETE_ SLAB REQ'D W/�» CONSTRAINED FOOTINGS MULTISQAN ATTACHED CANTILEVERED SIRUCIURE PATI❑ COVERS ARE LIMITED TO 12' HEIGHT. CARPORTS AND COMMERCIAL STRUCTURES ARE LIMITED TO 18' HEIGHT, POST STRUCTURAL PANEL SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY Sm .._- �GV VARIES• OF PRaECT10N Nom'. SEE SCHEDULE FOR POSTS. ALL POSTS TO BE FASCIA INSTALLED VERTICALLY. MAY HAVE MORE THAN 2 POSTS (PER INTERMEDIATE BEAM). MIN: lD'1� TS% _ = END f IA �. MULTISPAN FREESTANDING HEADER TRUCTURAL y5� � PANEL SPACINpG POST ,4 4� i� 3.5' CONCRETE SLAB REQ'D W/ SEE SCHEDULE FOR•d CONSTRAINED FOOTINGS . FOOTING SIZE •d MAX O'HANG 255 OF SauxE SPAN ATrACHm avlmEVQ1m SlRlxtuRE I POST SPACING SCHEDULE FOR rt POST SPACING 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS SEE SCHEDULE FOR SIZE d' STEEL POST DETAIL AQ OR N29 ONLY SINGLE SPAN FREESTANDING STRUCTURE 6/3Qi^ FM PANEL 4. m MAXIMPu im vCO .uliv � = caMN 5XPOS sn TrP. SPACING •1' (Jc 14.' I I" C 6fI13ac E}(lt� o oo91I DRAIN I I -tlfd f 3.5' CONCRETE SLAB REQ'D V/ •d = - • \ �� CONSTRAINED FOOTINGS _i_ \� OFCAtIF SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY 4/27,/2009 ENGINEERS STAMP — - W/ ' .d. PANE —STEEL = POST SEE SCHEDULE FOR SIZE DETAIL AQ' OR N29 ONLY 171111i■ ■„■f�X 5208TENNYSONPARKWAY BU[LUQVC PROD SUITE 100 PLANO, TEXAS 75024WN ur . CMP 5m- "RAW'NG NONE OR PART SOLID PANEL STRUCTURAL NAME CONFIGURATIONS NUMB SC01-2006 SHEET 1 OF 4 NFAMMOST CM=T=, DUALS AC OF PAGE IN AA; At, AT, AU, A%, AY 6 -PAGE a IN O' PAGE a W. LJ OF PAGE at STRUCTURAL FASCIA DETAILS E, F G OF PAGE 44 H, 1, K, L. M, N OF PAGE 45 P OF PAGE 46 BE OF PAGE 51 STRUCTURAL PANEL DETAILS A, B. C. D OF PAGE 44 POST/SLAB/FDOTING CONNECTION DETAILS---- AC, AD OF PAGE 48 J Al, AL, AN, AP. AO OF PAGE 49 SINGLE SPAN ATTAMED STRUCTURE CANTILEVER HEADER DETAILS HEADER/PWT CON EURN DUALS 0, T OF PAGE 4 AC or PAIK 4e U. % ,V, Y PAGE. 477 AR, AS. AT. Alk ^ AY 6 PACE 50 AV OF PAGE 50 VALL/PANEL CDNo:CTMN DUALSIL. NJ Di PAGE a! J Or. PAM 45 AV OF PACS 50 _ - At M U. 7F, If. IF PAGE'51 DI, BN ar PME Se HEADMAMST C106CMUN DUALS AC OF PAW 4D 00, AS, Al. AU, AD. AY or PAW 50 aL. u'6 PAGE SI DET 1EALIV/PLSF WWCTIDI R POSTAILS 251 A Z. AA OF PAGE 47—ZPOST/SLAB/FOOTING COdtECTIDN DETAAS AL. At AT. ALL Ax. 1AV OF PA AC, A:, AG, AH OF PAGE 48 AC, AD OF PACK: 48 1._,L,� 1' SJ OF PA SK OF PAGE 52 Al. AL, AN, AP, AG OF PAGE 49 SINGLE SPAN ATIACHDI WD EVOID SIRUCRIRE FREESTANDING/HUL'TISPAN POST DETAILS - - AG, AM OF PAGE 413 :TION DUALS or PAM S MULTISPAN FREESTANDING $IRLM STRUCTURAL PANEL DETAILS A, B, C, D OF PAGE 44 MULTISPAN ATMWW CANDLEVERED STRUCTURE STRUCTURAL PANEL NFAOERR/PCLf COroFttiIDl LEtADs DETAILS ACCT PATE 4/A, wR Aa AT, AW A% Ar of PALE 5o B; C, D OF PAGE 44 _ 'j ML, ML, Li, W PAGE 52 MOMENT FOOTING DETAIL vAUTMn WSW= nErAos J Cr PAM 45 AO OF PAGE 49 - - AV 6 PAG[ 50 AL.p, m F. IG.w PAGE a - - aL IN Ti PAGE DI • HEADER DETAILS SINGLE SPAN FREESTANDING STRUCTi1RE E, F , G OF PAGE 44 STRUCTURAL PANEL H, L K, L. M, N OF PAGE 45 DETAILS .. P. 0, T IF PAGE 46 wAmmAwT CO/ECTm a[rAas AC OF PAGE 4/ A, B, C, D OF PAGE 44 U; X ,V, YID" PAGE 47 _ - - - AR. AL AL W, A& AY aF PATS 5o� / AV OF PAGE 50 n IL. DJ LF PACs s / - BE OF PAGE 51' HEADER DETAILS E, F , G OF PAGE 44 H, I, K, L. H, N OF PAGE 45 P. C, TIB' PAGE 46 U. X W. Y OF PAGE 47 AV OF PAGE 50 BE 0T PAGE 51 IEAmotAK iT COoELTom LRA AcPNK AIL A% AT, Au. Alt, A WW PACE IL. NJ Q PAGE MOMENT FOOTING DETAIL AO OF PAGE 49 tAL PANEL D OF PACE -44 VAU-n-MEL m/[CTUN DUALS J _Li PAGE�45 AV OFPACi 50 13, INN CF PAW S,Of ►llfi'A MOMENT FOOTING DETAIL AQ OF PAGE 49 4/27/2009 ENGINEERS STAMP MOMENT FOOTING DETAIL AG OF PAGE 49 LATTICE OVERHANG 36' MAX 24' MAX FOR 30 PSF SNOW LOAD OR HIGHER 3.5' CONCRETE SLAB I REO'D W/ CONSTRAINED 1 FOOTINGS 1I SINGLE SPAN ATTACHED LATTICE STRUCTURE O'HANG— PROVIDE 1 DRAIN MULTISPAN UNITS REFER TO GENERAL NOTE 22.. IL IL 1:11h- 71: of MAXIMUM RAFTER OVERHANG IS 25% OF CLEARSPAN LATTICE OVERHANG� 36' MAX 24' MAX FOR 30 f PSF SNOW LOAD OR, POST HT HIGHER / 3:5' CONCRETE SLAB REO'D V/ CONSTRAINED FOOTINGS SDUR E SPAN ATTACHED PATID SEE SCHEDULE FOR SIZE COVERS DO NOT DETAIL L29 ONLY REQUIRE FDDTDi6S "TH VARIES. SFF �y{EplJl� { 75% OF PROJECnON FASCIA num M STRUCTURAL SDIC E A Aamm •MAX.�p PANEL POST olt ST c EA= NGS w III 3.5' CONCRETE SLAB REQ D 3.5' -d V/ CONSTRAINED FOOTINGS W/ SEE SCHEDULE FOR FOOTING SIZE "d ILr a TW TW TW FWD >. VERHANG FREESTANDING STRUCTURE ATTACHED STRUCTURE TRIBUTARY WIDTH (TV) DIAGRAM RAFTER SPAN 1R SPAN) OR MORE SPANS 4/27/2009 ENGINEERS STAMP DETAIL L29 ONLY 111IjeilaX 5208 TENNYSON PARKWAY BUILDaVG PRODUCTS, QVC surrE I o0 PLANO, TEXAS 75024 'CMP 5EC.— UK NONE OR PART ALUMAWOOD STRUCTURAL NAME CONFIGURATIONS RRA SH NUMB SC03-2006 3 OF 4 HEADER/POST CONNECTI❑N DETAILS L8 OF PAGE 16 L16, L19, L23 OF PAGE 17 L26,. L27 OF PAGE 18 WALL CONNECTION DETAILS L7, 1.10 OF PAGE 16 L17, L22 (IN PAGE 17' L20 ON PAGE 18 �—LATTICE TUBE AND CONNECTION DETAILS--",', L3, L6 OF PAGE 16 r DETAILS /WALL CONNECTIDN DETAIL PAGE 16 DETAILS Ll, 1-2; 1.3 OF PAGE 16 HEADER DETAILS Ll, L8, L12 OF.PAGE 16 LIS OF PAGE 17 DET POST AD_S 10 L4, L11 DF PAGE 16 L21 OF PAGE 17 ' L24 OF PAGE 18 -POST BOTTOM CONNECTION DETAILS U3, L14 OF PAGE 16 In, I" OF PAGE 18 SINGLE .SPAN ATTACHED LATTICE STRUCTURE GUTTER/RAFTER TAIL CONNECTION DETAILS N4, N5 lF PAGE 40 WO OF PAGE 41 N23, N28 OF PAGE 42 N31 OF PAGE 43 HEADER/POST CONNECTION DETAILS - N22, N24 OF PAGE 42 N32, N35 OF PAGE 43 POST DETAILS N11, N14, N16, N17 OF PAGE 41' POST/SLAB/FOOTING CONNECTION DETAILS NO OF PAGE 40 N12, N13 OF PAGE 41 N29 OF PAGE 43 HEADER DETAILS N9 OF PAGE 41 M25 OF PAGE 42 N30 I]F PAGE 43 N1, N3 OF PAGE 40 L29 OF PAGE PANEL/VALL CONNECTION NIS OF PAGE 41 N21, N26, N27 OF N33, N34 OF ftW' l t 6, 17 7726TWI -_ _:11 M. RAFTER CONNECTMN DETAILS L9 OF PAGE 16 L30 OF PAGE 18 HEADER/POST CONNECTION DETAILS L8, L12 OF PAGE 16 L16, L19, L23 OF PAGE 17 L26, L27 OF PAGE 18 4/27/2009 19 ENGINEERS STAMP ru4iiruuimu CONNECTION DETAIL L29 OF PAGE 18 ECTION DETAILS R CONNECTION DETAILS PAGE 16 F PAGE 18 DETAILS_ F PAGE 16 IF PAGE 17 " PRINTED ON 4/29/2009 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 0.024"x2"x6.625" Rafter Multis an) 0.032"x2"x6.625" Rafter (Multispan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C st in 90 110 120 _ 130 10 24" T-11" T-11" V-11" V-0" LIVE 20" 9'-0" 9'-0" 8'-0" T-0" 20 16" 10'-5" 10'-5" 9'-5" 8'-3- LIVE 12" 12'-6" 12'-6", 10'=6" 6'-11" 20 24" 4'-8" 4'-8" 4'-8" 4'-8" LIVE 20"T-5" 8'-2" 5'-5" 5'-5" T-5" 30 16" 6'-5" 6'-5" 6'-5" 6'-5" 12' T-.11" T-11" T-11" T-11" 25 24" 4'-6" 4'-6" 4'-6" 4'-67- 20" 6-2" 5'-2" 5'-2" 5'-2- 60 60 16" 6'=2" 13'4- 6'-2" 6'-2- 12" T-8" T -S" 7'-8" 7'-8" 30 24" T-10" T-10"" T-10" 3'-10" 20" 4'-6" 4'-6" 4'=6" 4'-6" 16" 5'-4" 5'4" T-4" 5'-4" 12" 6'-8" 6'-8" 6'-8" 6'-8- 40 24" T-0'' 3'-0" 3'-0' 3'-F- 20" T.6" X -V 3;-0" 3.-0" 16" 4'4" 4'-3" 4'-3" 4'-3- 12- 5'-4" 5'-4" 1 5'4" 6-4- 60 24' 2'-0" 2'-0' -2'-0" 2'-0" 20" 7-5" 2'-5" 2'-5' 2'-5- 16" T -O" T-0" 3'-0" 3'-0" 12" YAW T-10" 3'-10" 3'-10" Ground Rafter Wind Speed and Exposure Snow toad Spacing Exposure C sf (in) 90 110 120 130 10 24" 11'-7" 11'-7" 11'-7" 1 V-1" LIVE 20" 13'-0" 13'-0" 13'-0" 12'-5" 20 16" 14'-11" 14'-11" 14•-11" 14'-1- LIVE 12' 1 T-7" 1 T-7" IT -7" 16'-5" 20 24• T-2" 7'-2" 7'-2" 7'-2" LIVE 20" 8'-2" 8'-2" 8'-2" 8'-2" 30 16" 9.,7,. 9'-7.. 9.-7.: 9'-7- 12" 11._7•. 11•-7" 11'.7" '11'-7" 25 24' 6'-11" 6'-11" V-11" 6'-11" 20" T-11" T-11" T-11" T-11" 60 60 16" 9'-3" 9'-3" 9'-3" 9'-3" 12" 11'-3" 11•_3.. 11'-3" 11•_3•• 30 24" 6'-0" 6'-0" 6'-0" 6--0- 20" U-11" 6-11" 6'-11" 6'-11" 16" 8'-2" 8•-2" 8'-2" 8'-2" 12" 9'-11" T-11" 9'=11" 9'-11" 40 24' 4'-10" 4'=10" 4'-10" 4'-10" 20" 5* -7" 5'-7" 6-7" 5'4" 16" 6'-7" 6'-7" 6'-7" 6'-7" 12" 8'-2" 1 8'-2" 8'-2" 6'-2" 60 24" 3'-5" .3'-5" 3'-5" 3'-5" 20" 4'-0" 4'-0" 4' 0" 4'-0" 16" 4'-10" 4'-10" 4'-10" 4'-10" 12" 6'-0" 6'-0" 6'-0" 6'-0" TABLE 1..1 INGLE SPAN TABLES Snarl n n37"r2"xri Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C sf in 90 110 120 130 10 24" 10•_3" 8'-0" 6'-11" 6' -0 - LIVE 20" 11'-10" 9'-2" 8'-0" T-0" 20 16' 13'-2" 10'-9" g'-5" 8'-3" LIVE 12" 15'-2" 12'-6" 10'-6" 8'-11" 20 24" T-2" 5'-2" 5'-2" 5'-2" LIVE 20" 6'-3" 6'-3" 6'-3" V-3- 30 16" T-9" 7'-9' T-9" 7,_9" 12' 10'-0" 10'-0". -10'3" 8'-11" 25 24" 4%11" 4'-11" 4'-11" 4'-11" 20" 6.11" 5'-11" T-11" 5'-11" 60 60 16" 7'-5" 7'-5" 7'-5" 7'-5" 12" 9'-10" V-10" 9%10" 8'-11" 30 24: 4'-1" 4'-1' W -'I" 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" W-2" 40 24" T-1" T-1" T-1" T-1' 20' 3'58" T-8" 3'-8" 3'41" 16" 4'4" 4'-8" 4'=8' 4'-8" 12" 6'-2" 6'-2" 6'-2" 6'-2-- 60 24' 7=1" 7-1" 2'-1" 7-1" 20' 2'-6" 7-6" 2'-6" 2'-6- 16" T-1" T-1" 3'-1" T-1" 12" 4'-1" 4'-1" 4'-1" 4'-1" I ABLE 1.b IAPMO ES REPORT #0113 n.n4n"x2"x6.625" Raffpr Wtiltfsnanl n n42"r3'YA" Rafter Witi isnani Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 90 110 120 130 10 24" 15'-6" 15'=6" 15'-6" 15.=6" LIVE 20" 17'-3" 17'-3" 17'-3" 17'=0" 20 16" 19'-7" 19:-7" 19'-7" 16•_10" LIVE 12' 22'4"22'-4" .9'-11" 21'-8" 20'=6" 20 24" 9'-11" 8'-2" 9'-11"' 9'-11" LIVE 20" 11'-7' 11'-2" 11'-2" 11'-2" 30 16" 12'-11" 12•_11" 12'_11•• 12'-11" 12" 15'-6" 15'-6" 15'-6" 15'-8" 25 24" 9._7.. 9'-7" 9._7" 9._7" 20' 10'-10" 10•_10" '10'-10" 10•_10" 60 60 16" 12'$" 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'-7" 9.-7" 9'-7" 9'-7" 16" 11'-2"' 11'-2" 11--2" 11--2" 12" 13'-5" 13'=5" 13'-S" 13'-5" 40 24' 6'-9" 6'4' 6'-9" 6'-9" 20" 7'-9" 7'=9" T-9" 7'-9" 16" 9'-2" 9.-2., 9._2.. 9.-2., 12.. 11'-2" 11'-2" 11'-2" 11•_2• 60 24" 4'-11" 4'-11" 4'-11" 4'-11" 20' 5'-8" 5'-8" 5`-8' 5'-8" 16" 6.-9" 6._g" 6._9.. 6'-.9' 12" 8'-5" 8'-5" 1 8'-5" 8'-5" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure:C psf in 90 110 120 130 10 36" 13'-4" 13'-4" 13'-4" 13'1" LIVE '30" 15-0" 15'-0" 15'-0" 14'-1'1" 20 24" 1 T -T 1 T-2" 1 T-2" 16'-11" LIVE 16" 21'-9" 21'-9' :21'-9" 20'-10" 20 36" 8'-2" 8'-2" 8'-2" 8'-2" LIVE 30" 9.-4. 9.4.. 9.-4.. 9-4- 30 24" 11'-0" 11'-0" 11'-0" 1 I -U' 16" 1.4'4" 14'-0" 14'-4" 14'-4" 25 36" 7-10" T-10" 7'-10" T-10" 30" 9'-0" 9'-0" 9'-0" 9'-0" 60 60 24' 10'-7" 10'-7" 10'-7" 10•_7• 16" 13';11" 13'-11" 13'-11" 13'-11" 30 36" 6-10" V-10" 6'-10" 6'-10" 30" 7'-10" P-10" T-10" 7'-10" 24" 9'-4" 9'-4" 9'-4" 9'-4" 16" 12'4" 12'-4" 12'-4" 17.4" 40 36' 6-5" 5'-5" 6-5" 5'-5" 30' 6'-3" 6'-3" 6'-3" 6'-3" 24" 7'-6" T-6" T-0.. 7,-S.. 16' 10•_2.• 10•_2" 10'-2' 10•72" 60 36" S-10" Y-10" .3' -10"L56 T-9• 30' 4'-6" 4'-6" 4'-6" 4'-5" 24." 5'-5'' 5'.-5' 5'-5''16. - 12' 7.6..T T -V' -V' T-5" I ACLS 1.2 IACLE l.J NOTE: RAFTERS MAY OVERHANG 25% OF 1 Cnanl n nan"r9",rR A?s" Raffor rRinnln,Rnanl n-nd9•r7"r R" Q�eer9cinnle cn�nl Ground Rafter Wind SPeed and Exposure Snow.Load Spacing Exposure sT (in) 90 110 120 130 10 24" 14'-7" 13'-9" 12'-4" 11'-1" LIVE 20' 1F-9' 15'4" 13'-9" 12'-5" 20 16" 1T-9" 17'-4" 164" 14'-1" LIVE 12" 19-8" 19'-8" 18'-A" 16-5" 20 24" 9.4" 9.4" 9.-4" 9'-4" LIVE 20" 11%2" 11'4" 11'-2" 11•_2" 30 16" 12'-8" 12•_8" 12•_8•: 174' 17 14'-7" 14'-T' 14'-7" 14'-T' 25 24' 8'-11" 8',11" 6-11" 8'-11.. 20" 10'4' 10•_8•• 10•_8" 10'-8" 60 60 16" 12'-5" 12'-6' 12'-5" 17-5" 12' 14'-3" '14'-3" 14'-3" 14'-3" 30 24. 7._5. T-5" 7._5" 7._5.. 20" 8'-11" 8'-11" 8'-11" 8'-11" 16" 11•_1" IVA" 11•_1•• IV -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" 8.4" 8'-4" 12" 11'A" 11,_1" 11,_1" I VA" '60 24" T-9' T-9" 3'-9" T-9• 20' 4'-5" 4'-5" 4'-5" 4'-5" 16. 5.-7" 5._7". 5._7. 5._7.. 12' T,5" 7'-5" T-5" T-5" TABLE 1.7 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 90 110 120 130 10 24" 17'-8" 1T-8" '17'-0" 15'-6" LIVE 20" 18'-10" 18'-10" 18'77" 17'-0" 20 16" 20'-3" .20'-3" 19'-11' 18'-10" LIVE 12" 22'4" 22'-4" 21'-0" 20--6- 20 24' 13'-2" 1 TZ* 13•_7• 13'-T' LIVE 20' 14'-5" 14'=5' 14'-5" 14'-5" 30 16" 16'-1" 16'-1" '16'-1" 16'-1" 12" 1 17'$" 1 17'-8" 1.7'$" 17'-8" 25 24" 12'-10" 17-10" 12'-10" 12'-10" 20" 14'-1" 14'-1" 14•-1" 14'-1" 60 60 16" 16-8" 15'W' 15'-8" 15'-8"' 12' 17'-5" 17'-5" 17'-5" 17'-5" 30 24" 11•_2•• IV -2" 11•_2" 11•_2" 20' 12'-10" 12'410" 12'-10" 12'.-10" 16' 14'-4" 14'-4'' 14'-4" 14'-4" 12' 16'-5" 16'-5" 16'-0" 16'-5" 40 24' 8'-5" 8'-5" 8'-5" 8'-5" 20" 10•_1" 10•-111 101_11• 10'-1" 16" 12'_6" 12'=6" 12'-6" 12,_6'• 12" 14'-4" 14'-4" 14'-4" 14'-0" 60 24" 5'-T' 5'4" 5'-7" 6-7" 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'-2" 1 ACLS 1.0 IAPMO PAGE NUMBER 7 OF 57 3"r3" Raftwr t R" n/c (Multknan nr Sinnia) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure,C s in 90 110 120 130 10 0.024' 11'-8" 11'-8" 11'-8" 11'-8" LIVE 0.040" 16'-5" 16'-5" 16'-5"' 15'-10" 20 0.024' 7'-11" T-11" T-11" 7-11" LIVE 0.040" 13'-0" 1'3'-0• 13'-0" 13'-0- 25 0.024" 7'-8" T-0" 7'$" 7-8" LIVE 0.040' 12'-10" 12'-10" 12'-10" 12'-10• 30 0.024" 6'-11" 6'-11" V-11" 6'-11" 0.040' 12'4Y' 12'-0" 12'-0" 12'-0" 40 0.024" 5'-9" 5'-9" 5'-9" 5'-9" 0-040- 0.040" 10'-6" 10'-6" 10'-6" 10'-6- 0'-6" 60 60 -0.024" 4'-5" 4'-5" 4'-6' 4'-6' 0.040• 8'-4" 6'-4" 8'4" 8'�3" I ABLE 1.5 Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E 3441 Ivylfnk Place Lynchburg, VA 24503 cart putnam(Mcomcast.net TABLE 1.4 .EARSPAN RAFTERS O/C SPACING MAY BE DOUBLED IF THE Exposure RAFTERS ARE DOUBLED UP TO 48" OIC Ground Rafter Wind Speed and Exp Snow Load Spacing Exposure C s in) 90 110 120 130 10 36" 17'=1" 16'-6" 14'-10" 13'=5" LIVE 30' 18'-8" 18'-4" 16-6" 14'-11" 24" 20'-9" 20'-8" 18'-7" 16'-11" 16' 25'-1" 25'-1" 22'-11" 20'-10" 20 36" 10'-3" 10'-3" 10'-3" 10'-3" LIVE 30" 12'-3" 12'-3" 12'-3" 17.3" 24• 14'-10" 14'-10" 14'-10" 14'-10" 16" 18'-1" 18•_1" 18'-1" 18!-l- 25 36" 9.-g.. 9.,9.. 9._g.. 9.-g. 30" 11'-8" 1V-8" 11'-8" 1:1•-8" 24' 14'-6" 14'-0" 14'-6" 14`6'' 16' 17'-8" 17'-8" 17'-8" 1T -e- 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" 16" 16'-2" 16'-2" 16'-2" 16'-2" 40 36" 6'-2" 6'-2" 6'-2" 6'-2" 30' 7'-4" T-4" 7'-4" r -4 -- -4" 24* 24" 9'-2" 9'72" 9'-2" 9'-2" 16' 1T-8" 13'-8" 13'-8" 13'-8" 60 36• 4'.-1" 4'-1" 4'-1' 4'-1' 30" 4'-11" 4'-11" 4'-11" 4'-11" 24" V-2" 6'-2' 6'-2" 6'-2" 16" 9'-2" T-2' 9'-2" 9'-2" TABLE l.y PRINTED ON 4/29/2009 "- IAPMO ES REPORT #0113 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREA; 0.042"x3'x6' Box Beam(Detail L1) Double.0.042"x3"x8' Box Beam Detail L12 Double 0.032"x2'x6.625" Box Beam Detail L12) 0.042', TABLE 2.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 2-1 Structure Multis an Units Structure Mullis n Units Structure MullispanUnits GROUND TRIS MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIG MAX POST MAX SNOW WIDTH POST REO'D POST MIN FOOTER 6 I 'ID• I 17 'POST MIN FOOTER 8' I 10' I 17 POSTMW FOOTER B' I 117' I IT .SNOW WIDTH POST REOt POST LOAD (FT) SPACING FOR SPACING POST .SIZE, CONSTRAINED FOOT . Ef SPACING POS912E CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTER LOAD (FT) SPACING FOR SPACIr (PSF) ON SLAB SLAB (FT) TYPE •d" -S "d•- •d- (FT) TYPE '? •d'V V (FT) TYPE 'd" 10" -d- "S (PSF) ON SUS SLAB (FT) (FT) (in) (in (n) (in) (111 In) (m) int (m) (m) (in) (in) (FTI IAPMO PAGE NUMBER 8. OF 57 lox Beam: Detail L1 Double 0.042"x3".x8' Box Beam Detail L12 Double 0.032"x2"x6.625" Box Beam (Detail lched. Freeslanding.or 15140". Attached Freestanding or 24 Attached Freestanding or icture Multis an Units 19 'Structure Mullis an Units, 29 structure MUILis an Units 17 MAXOST LENGTH AX MAX 26 30 MAX POST LENGTH MAX A 7'-101 MAx`POST LENGTH FOOTER 8' I 10' I 12' POST MIN FOOTER B' I 10I17 POST MIN FOOTER 8' I 111' 17 SOLE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINEDFOOTER SPACING P I OSI SIZE CONSTRAINEDFO.OTE -d' -d- •d' -d• (FT) TYPE "d- -d• -d' -d- (FT) TVP "d• 'd- 1 -0' "d" in) (In) (m) m) 14'4' A (in) 1.) (.N lint I 24 25 lin) IIn) lin) I (n) 90 MPH EXPOSURE,B 90 MPH 'EXPOSURES 3 t0 3 22'8r A. 15140". A 17 24 25 25 22'-7' A 19 26 27 29 15'4' A 17 23 24 26 30 3 8'-0" A 7'-101 A 14 21 22 23 IT -W C '17 23 25 26 8'fi• 8 14 20, 22 23 LIVE 3.5 19'-5' A. 13'-67 'A 17 '23 25 26 2e-7" B 20 25 27 28 14'4' A 16 22 24 25 15'-1" 3.5 6'-10" A V-11• B 14 20 21 23 17-1' C 17 23 24 25 T{r• 8 14 20 21 22 13'-T 4 17'47 A 12'-W A 18 23 24 25 19'-3" B 20 25 27 28 12'•11' A 18 22 23 25 124• 4 '614"' A 6-2" B 14 20 21 '22 10'-11' C 17 22 24 25 lt'A" B 14 19 21 22. 114• 4.5 15'-1" A 11'-Z" A 18- 22 24 25 10'-T B 21 25 26 20 11'-11• A 18 21 23 24 10'-Y 4.5 5'4• A 5'S B 14 19 21 22 9'-11" C 17 22 23 24. 6'-21 B 15 19 20 21 9'-8" 5 13'-7' A 104' A 18 22 23 24 1T-7: B 21 .24 26 21 11'-0' A 18 .21 23 24 T -i" 5 4'-10" A 5--1• B 14 19 20 '21 9.7' C 17 21 23 24 5'-71 B 15 19 20 21 B'6" 5.5 12'4" A 9-7- A 18 22. 23 '24 16'-2" a 21 24 26 27 1UJ- A 16 21 22 24 6-0' 5.5 4.1- A 4'-8• B 14 19 20 21 Sb• C 11 21 22 24 5'-2' B 15 18 20 21 7-6" 6 114• A e'-11• A 18 21 23 24 15'-Z' e' 22 24 25 27 9'-6- A 19 21 22 23 T -r 6 4'-0" A 01-7 8 14 t6 20 21 T-101 C 17 21 22 23 4'-9' 8' 15 IB 19 21 6'-9" 6.5 10'=5` A V-5' A 18 21 22 '23 74'-4" C ZZ 23 25 26 9'-1' A 19. 20 22 23 e'4' 6.5 7.8* 'A 4'-0' B L4 18 19 21 T-4• C 17 20 22 23 4'6" B 15 18 19 20 5'-6" 7 9.6" A T-11- A 18 21 22 23 13'-7- C 22 23 25 26 8'•T A 19 20 22 23- 5'-r' 7 3'-5' A 7'6' B 14 18 19 20 6'-11• C 16 20 21 27 4'•2' B 15 1B 19 20 7.5 7-1' A T-5" A 16 '20 22 23 17-11" C 22 23 24 26 B-1• A 19 20 21 22 7.5 7-2' A 3'6" B 14 18 19 20 6'S C 1820 21 22 X-11" B 15 18 19 20 8 8.6" A 71-1" A 18 20 22 23 17-4" C 22 23 24 25 IT -0' A '19 20 21 22 8 31-0" A T -r. B 14: 18 19. 20 =2 6'" C 18 20 21 22 T -r B 15 1B 19 20 8.5 8'-0" A 6'-0" A 19 20 21 22 1.1'-0' C 22 22 24 25 14' A 19 20 21 22 8.5 7.101 A 3'-11 B 14 18 19 20 6-10" C 18 19 21 22 7-6- B Is 18 t9 20 9 71-6" A e'•5" A 19 "20 21 22 11'-3" C 22 22 24 25 T-0' A 19 18 21 22 9 74" A 741" B 14 18 19 21 5'-7- C 18 19 21 22 .3'4' B 15 18 19 21 9.5 7'-7' A 6'-11 A 19 20 21 22 10'-101 C 23 23 23 25 6'A" A 19 19 21 22 9.5 76- A 2'-9' .B. 14 18 20 21. 5'4" C 18 19 20 22 T-2" B' 15 18 20 21 90 MPH EXPOSURE C - 10 6'-9" A T-10• A 19 19 21 22 10'-5" C 23 23 23 25 6'S• A 19 19 20 22 71' F-2" A 5'4' A' 19 19 20 22 9.6" C 23 23 23 24 5'•11' A 19 19 20 '21 12 5'6" A 5'-0" A 19 19 20 22 4-0• C 23 23 23 24 5'-1 A '10 20 20 22 13 5'-P A 4'-T A - 19 19 21 :22 8-S C 29 23 23 23 5'-2' A 20 20 N 22 10 3 22'6" A 15'-0" A 20 26 28 29 27•r A 22 29 N 32 15'6" A 20 25 27 28 LIVE 3.5 18'-5' A 13'-6" A 20 26 27 29 20'-r B 23 28 30 31 14'-2" A 20 25 26 28 4 174r A 17-3" A 20 25 27 28 19'-3" 9 24 28 30 31 17-11' A 21 24 26 27 4-5 15'-1" A 11'-2" A 20 25 26 28 18`-2" B 24 27 29 31 11'-11" A 21 24 26 27 'S 13'-T A 10'-1" A 21 24 26 27 IT_r B 24 27 29 30 11'6" A 21 24 25' 'Z6 5.5 124• A 9•.-7" A 21 24 25 27 16'-2" B 25 27 28 30 1Vr7 A 21 23 25 26 6 114• A F-11" A 21 23 25 26 15'-2' B 25 26 28 29 96" A 21 23 24 29 6.5 10'-Y A V-5• A 21 23 25 26 144" C 25 26 28 29 7-1" A 22 23 24 25 7 9'-8" A r-11" A 21 23 24 26 17-r C 25 26 27 29 V -r A 22 22 24 25 7.5 T -i" A TS" A 21 23 24 25 17-11" C 25 25 27 28 8-1"' A 22 22 Z4 25 _ a B'6" A T-1" A 21 22 24 25 174" C' 26 26 27 28 T-0" A 22 22 23 25 8.5 6-0' A F_9" A, 21 22 24' 25 11'-9" C 26 26 26 28 T-4" A 22 22 23 24 9 7-6" A F -S A 21 22 23 25 11'-7 C 26 28 28 28 T-0" A 22 22 23 24 95 T -r A e• -v A 21 22 23 24 10'-101 C' 26 26 26 27 &-a" A 22 22 23 24 10 6'-9" A T-101 A 21 22 23 24 10'-5" C 26 28 26 27 9-51 A 22 22 -23 24 11 e'4' A 5'-4" A, 22 22 23 24 9'-6" 'C 26 26 26' 27 5'-11' A 22 22 22 24 12 5'-6" A 5'47' A 22 22 23 24 9'0" C 26 28 26 26 5'6• 11 22 22 23 24 13 5'-r' A 4'-7' A 22 22 13 24 8'-5" C 27 27 27 21 S-2" A 23 23 23 24 20 3 11'-10" A 94" A 15 21 23 24 15'-9" a 17 24 25' 27 W-1• A 15 21 In 23 LIVE 3.5 10'-r A. al -W A 15 21 22 23 14'-7' C 18 23 25- 26 9'=11" A is 20 22 23 4 8'•11' A T-5" A is 20 22' 23 17-10+' C 18 23 24 26 8'-1" A is 20 21 22 4.5 7'-11• A 6'6" A 15 20 21 22 11'•7 C'. 16 22 Z4 25 T-4' A 15 20 21 22 5 T-1" A U-11 A 15 20 21 22 ia'-10• C` 18 22 23 25 6-91 A 16 19 21 22 5.5 V-5" A 5'6' A 15 19 21 22 10'-1" C 18 22 23 24 8'-r A 18 19 20 21 6 5'•11' A 5'd• A 15 19 20 21 9'S" C. 16 21 23 24 51-W A 16 19 20 21 6.5 5'-5" A 4'-101 A 15 19 20 21 8'-10" C 19 21 22; 24 5'S' A 16 18 20 21 7 5'-1" A 016" A 15 19 20' 21 W-4" C' 19 21 22 23 5'-1• B 18 is 20 21 7.5 447 A 4'J" A 15 18 20 21 T-10" C 19 21 22 23 4'6" B 16 /6 19 21 6' 4'-5" A. 4'-0" A 15 18 19 21 TS' C 19 20 22 23 4.6" B 18 18 19 20 6.5 4'-r A 3'40" A 15 18 19 20 T-1" C 19 20 '22, 23 4'a• B 18 18 19 20 9 T-11• A 3'-7" A 15 16 19 21 6'-0" C 19 20 21 23 4•-1' B 16 18 '19 21 95 7.9" A 3'-5• A is 18 20 21 6•-5" C 19 20 21 22 3'-10" B 18 18 20 21 10 3'6" A. 3'-7 A 15 19 20 21 6'4' C 19 20 21 22 3'6" B 16 18 20 21 11 T -r A, 3'-0•' A 15 19 20' 21 5'6" C 19 19 21 22 3'S" B 16 19 20 21 Y2 7-11" A 2'-0' A 15 19 -20 22 5'-3" C 19 79 20 22 3'.-1' B 16 19 20 22 13 76" A 76" A 15 19 21. 22 4'-10" C_ 19 19 21 22 7.11' B 18 19 21 _ 22 JO 3 8'47 A T•t01 A 16: 23 Y� 26 13'6" C 19 26 27- 29 -8'fi B 18 ZZ 24 Z5 J.5 6'-101 A 6-11" B i6 22 N 25 '12'-1" C 19 Y5 27 28 7I" B' 16 22 23 25 4 6'-0` A 8'-r 8 16 22 23 25 10'•11• C 19 N 26 27 6'-0" B 4 21 2] 24 4.5 5'i" A 5'6' B 16 Zt 27 24 g-11' 'C 20, N Te 27 8'-r B 17 2t 2T 24 5 4'-101 A 5'-1" B Is 21 '22 24 9-2" C 20 24 25 26 ''5'-r B 17 21 22 23 5.5 44• A 1'6' B. Is 21 22 23 B'6' C. 20 23 25 26 5'-2• B 17 20 22 23 6 41-V A 4'-7 B lei 20 22 23 T -i01 C 20 23 24 26 4'4r 8 17 20 21 23 65 3.6• A 41-V B 18 20 21 23 T4" C 20 23 '24 25 4'-6' B 17' 20 21 22 7 3'-5' A T-0" 0 16 20 21 22 6'-11' C 20 22 24 25 4'-2" B 17 20 Z7 22 7.5. 3';2" A 3'-6' B 18 :20 21 22 46" C' 20 -22 23 25 T-11^ B /7 19 21 22 B 8-0" A 3•-3' B 16 20 21 22 614' C' 20 22 23 25 X -S" B 17 20 21 22 85' 7-101 A T-1• 8 17 20 21 23 5'-10" C 20 22 23 24 3'-6' B 17 20 21 23 9 7-6' A 7-11" B 17 '20 21 23 51•7" C 20 21 23 24 T4" B 17 20 21 23 9.5 76' A 2'-9- B 17 f 20 22 23 54' C 20 21 _ 23 24 T -r B 17 20 22 23 - MYH CAYU U.t . PRINTED ON 4/29/2009 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVFR3 9n MPH 1NIMn AREAS IAPMO ES REPORT #0113 IAPMO PAGE NUMBER 9 OF 57 0.042"x3"x8" Box Beam Detail L1 Double 0:042"x3'x8" BOX:Beam Detail L-12 Double 0.032"x2"x6.625"-Boz Beam Detail'L12) 0:042"x3"z8" 6x, Beam Detail 1-7 Double 0:042"x3'xB"_Box.Beam (Detail L12) Double 0.032'x2"4:625" Box Beam (Delail TABLE 2:1 Attached Freestanding or Attached Freestanding ar - Alladted Freestanding or TABL.E.2:1 Allaclied Freestanding or AUa191ed- Freeslanding6r Attached Freeslanoing or Structure Mullis an Units Structure Multispan Units Structure Multispan Units - Structure Multi an Units clure Muttispan Units Structure Muiltispan Units GROUND TRIG MAX POST MAX MAX POST LENGTH MAXL11MAX POST LENGTH MAX MAX POST LENGTH GROUND -TRIG- MAX POST MAX MAX POSTLENGTH MAX MAx POSTLENGTH MAX MAx'-POSTLENGTH SNOW WIDTH POST REI,, POST MIN FOOTER e' I 19 I 12' POST 8' I 10' I 17 POST MIN FODTER 8' I 10' I 17 SNOW WIDTH POST' RE POST MIN FOOTER 6 I 1 rI12'POST MIN FOOTER 6 I to17 POST -MIN FOOTER 6 I 1DLOAD (FT) SPACING FOR SPACI :POST SIZE CONSTRAINED'FOOTE SPA# PNSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOOTS LOAD (FT) SPACING FOR SPACIN PO SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINEO FOOTS SPACING S SIZE CONSTRAINED FOOTS(PSFI ONISLAB SLAB (FT) TYPE 'R' 'd' 'd' 'd' IFT) T -d' "d- 'S (FT) TYPE -d- V •d- "d- (PSF) ON SLAB SLAB (FT) TYP 'd` 11' b' 'd (FT) TYPE' 'd' 'd- -0' -d- (FT) "d• "d• •d' ;4"IFT) (in)(in) 1-1 IiM (n) (M) (N) (in) IFT) .lint lei) lm) h) On) (in) in) lin) (in) Pn) inI Pnl 25, 90 MPH EXPOSURE U 9'-0' A 14 21 23 - Z4 15'3• C 17 24 - 25 27 91-W B 15 21 22 23 20 3 11'-10' A 9-I" A 17 24 25 21 15'-9" B 20 27 28 30 UT -1' A. 17 23 25 26 LIVE 3.5 10'-r A e'-3' A 17 23 25 26 14'-r C 20 26 28 29 6'-11' A 17 23 24 25 514' 4 F-11- A T-5" A 17 23 24 25 12'-10" C 21 25 27 28 6-1" .A 18 22 24 25 22 4.5 r-111 A 6'-8' A 17 22 24 25 111-9' C 21 25 26 28 r-4' A- Is 22 23 24 A 5 t-1' A 6-1- A 17 22 23 24 10'-10' C 21 24 26 27 64• A. 18 21 .23 24 20 5.5 6' 5" A 5}61' A 17 21 23 24 '19.1" C 21 24 25 27 63' A 18 21 22 24 4- CHOOSE A RAFTER FROM TABLES 1.1 TO7.8 THAT HAS 6 T-11" A S-3" A 17 21 23. 24 9-5- C 21 24 25 27 5'-9• A 18 21' 22. 23 6.5 T-5"' A 4'-10' A 18 21 22 24 8'-10" C 21 23 25 26 63' A 18 20 22� 23 7 5'+1., A 4'Ji- A 18 21 22 '23 641' C 21 23 25' '26 S-11 B 18 20 22 23 7.5 4'-91 A 4'3" A' 16 20 22 23 7'-/0' C 22 23 24' 26 YA' B 1B 20 21 23 a 4'-5' A 4'd" A 18 20 21 23 r3' C 22 23 24 25 4'd" 8 18 20 21 23 8.5 T -r A 3* -19 A 18 20 21 23 T-1" C 22 22 24 25 4'3- 8 18 20 `,21 23 9 1'-11' A T-7- A 1B 20 21 23 6-9" C 22 22 24 25 CA" B 1B 20 21 23 9.5 T -T A 7-5' A- 18 20 22 23 613" C 22 22 23 25 3'=10• 8 18 20 22 23 10 T -W A T3" A 18 20 22 23 6+r C 22 22 23 25 Y-81 B 18 20 22 23 11 3'-r A I 3'-0" I A 1 18 21 22 24 5'-B' 1 C 1 22 1 22 '23. 24 T3" B. 19 21 22. 24 90 MPH FXPORLIRF. B' 25, 3 9-r' A 9'-0' A 14 21 23 - Z4 15'3• C 17 24 - 25 27 91-W B 15 21 22 23 A 3.5 8'-r A r-11• 'A 15 21 22 23 17.8" C 17 23 11 26 64- B 15 20 22 23 25 4 r -r A 7'-1" A. 15 20 22 23 17.5' C to 23 24 25 r4• B 15 20 '21 22 514' 4.5 8'-4' A 6'-51 8 15 20 21 22 '114' C 18 22 24' 25 r -i• B 15 19 21 22 22 5 5'-T A 5'-11" B 15 19 21 22 10'$ C 18 22 23 25 6'.$ ,8 15 19 20 22 A 5.5 '5'-r A 5'-51 B 15 19 20 22 9--5 C 18 22 '23 24 61-0• B 15 19 20 21 20 6 4'$ A 514' 8 15 19 20 21 9-11 C 18 21 23 24 5'-7" .B 16 18 40. 21 4- CHOOSE A RAFTER FROM TABLES 1.1 TO7.8 THAT HAS 5.5 4'-S' A 4'4• B 15 19 20 21 8'-6" C 18 21 22-'"24 23 S -r B 16 18 20 21 '7 4'-1' A 44• B. 15 18 20. 21 8'4' C 18 21 22 23 P-10' B 16 78 19 21 7.5 T-10" A 4'-1' B 15 18 19 21 T -r C 18 20 22' 23 4'-r 9. 18 18 19 20 8 3'-r A 3'-1D' B 15 16 19 20 r -r C 19 20 22' 23 44• B 16 1e 19 20 B.5 3'-4- A Y4• 8 15 to 19 20 6-10' C 19 20 21 23 4'-11 B 16 '18 19 20 93-7 A Y-5- B 15 18 19 21 6'41. C 19 20 21 22 3'-11' B 18 18 19 21 9.5 3'4' A T-3 1 B 1 15 18 1 20 a 21 F•,r C 19 20 21 '22 T -r B 16 18 20 21 90 MPH EXPOSURE L 28 26" 29 $4• B 17 '3 9'-7' A 9-0" A, 17 24 25 28 3.5 B' -r A T-111 A 17 23 24 '26 4 T-7' A r-1- A 17 22 24 25 4.5 6.4" A 6-5" 8 17 22 23 25 5 F-9' A 5'-11' B 17 22 23 '24 5.5 5'-7' A 5'-5' B 17 21 23 24 6 4'-P A 514' 8. 17 21 22 24 6.5 4'-5' A 4.4' B 17 21 22 23 7 4•-11 A 414" B 17 20 22 29 7.5 YAW A 4'-1" B 17 '20 22 23 8 T -r' A YAW a 17 20 21 23 8.5 34' A 3'4" a 17 20 2i 23 9 .T -r A T-5" B 17 20 21 23 9.5 3*4' A 7-r 8 17 20 22 23 10 T-10' A 3'-i" B 17 20 22 23 GENERAL INSTRUCTIONS FORTHESE TABLES C 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 22 2. CHOOSE PROJECTION. WIDTH AND OVERHANG'.OF UNIT 25 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE '20PSF MIN) 20 4- CHOOSE A RAFTER FROM TABLES 1.1 TO7.8 THAT HAS 23 ADEQUATE CLEARSPAN FOR -YOUR NEEDS. C S. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR 22 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2' PAGE 2 OF 2 6. CHOOSE -A'HEADER FROM TABLE 2.1 THAT HAS ADEQUATE POST SPACING. 18 7. USE THE APPROPRIATE FOOTER SIZESHOWN. 22 15V' C 20 28 26" 29 $4• B 17 23 24 26 13'-0" C 20 26 27 29 64' 8 17 22 24 25 12e5- C 20 25 27 '29 T-9• 8 17 22 23 25 114" C 21 25 26. 28 r-1• B' 1B 22 23 24 10'-B' C 21 24 26 27 64• B 1B 21 23 24 94" C 21' 24 25-. 27 64' B 18 21 22 24 9'-1" 'C 21� 24 25 28 T -r B t8 21, 22 23 64- C 21 23 25 26 5'S •6 18 20 22 23 F-01 C 21 23 24 26 4'-1D• B 18 20 21 23 T -I" C 21 21 24 25 4'-7" B 18 20 21 23 r-1" C 21 22 24 25 44• a 16 20 21 22 6-10" C 21 22 24 25 4'71• B' 18 20 21 23 V -a. C 21 22 23 25 7.11• 9 18 20 21 23 6-2• C 22 22 23 25 314' 8 18 20 22 23 60 '3 4'-1' A 4'4- B 13 20 22 23 8'-0• C i6 23 24 26 4'-11' B 14 20 22 23 T .7.5' 8' 3.5 T4• A 31-9' a 13 20 21 23 T-1" C 15 22 24 25 4'4" B 14 20 21 22 4 Y-0• A T -P 8 13 19 21 22. 6-r C 18 22 23- 25 TAT B 14 19 21 22 d = 32" 4.5 r4- A 3'-0' B 13 19 20 22 51$ C 16 21 23 24 7-S' B 14 19 :20 22 5 7-S' A 74r B 13 .19 20 21 S -r C 16 21 22 24 TA' 6 14 19 20 21 5.5 7.2" A 7-0" "a 13 16 20 21 4'-9' C 16 21 22 23 TAW B 14 18 20 21 6 74' A 7-S 8 13 19 20 21 4'$ C 16 20 22 23 7-71 B 14 19 20 21 6.5 1'-10' 'A T-1" 8 13 19 20 22 4'-1' C 17 20 22 23 7.5" B 14 19 20. 22 7 1 1'4' 1 A 1 1'41' 1 B 1 13 1 19 1 21 _1 22 11 3'-10' I C 1 17 1 20 1 21 1 2311'7-.r 1 B 1 11 1 19 2/ 1 22 OVER- WANG' FT TABLE 2.2.TRIBVTAItY WID' PROJECTION OF 9' 9 10' ii' 12, 17 O 4' 4.5' 5' 5.5 8' 6.5" 1' 4-Y 5' 5.5' 61 65' 7 7 5' '5.5' 6' 6.5' T 7.5- .6T T 5.5' F 6.5' T .7.5' 8' 4' 6 6.5' r 7.6 B 8,51 6 1 6.51 T 7.5' B' 8.5' 9 HS FOR SINGLE SPAN ATTACHED STRUCTURES SINGLE SPANSTUCTURES Amerimax Building Products - 5208 Tennyeon'Parkway 9. FIND THE O/C: SPACING OR -8 OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 14' 15' 16 i7 16. 19 20' 21' 2T T 7.5'. e' 8.5' 9' 9.6 19 10.5' 11' FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 7.5' 8' 8.5' 9 9.5 19 10.5' 11' 11.6 cadoutnam®comcast.nel B 8.5' 9 95' 19 10.6 11' 17-5' 12'. 8,5' 9 9.5' 10' 10.5' 11" 11.6 12' 12.6 9 9.5 19 10.5' 11' 11:51 12' 12.5" 13' 9.51 19 10.5' 1t' 11.51, 17 125'. 13'- 13.5' TABLE 2.4 Post Requirements for Freestandi Structures Post Description Maximum Max POST Foot Hai hl, 0.041'x3'x3" Steel Clover d = 23"- 12' D 0.041'x3'x3' Steel Clover d = 23" 8' E 3/16'xWx3' Steels uare d = 32" `15' F 3/16"x4"x4" Steel�S uare d = 38" -18' G 5l16'x4"x4" Steel S ware d = 42 18' H 8. FOR 'SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products FREESTANDING AND MULTISPAN UNITS USE TABLE1.4 5208 Tennyeon'Parkway 9. FIND THE O/C: SPACING OR -8 OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Plano, Texas 75024 10. USE THE APPROPRIATE DETAILS I. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH'TABLES L1 AND L2,ON SHEET MS Cad Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.1 Lynchburg, VA 24503 'SLAB 8. USE THE SMALLER OF THE POST SPACING ON: SLAB OR HEADER POST SPACING cadoutnam®comcast.nel SLAB 9. FOLLOW 941 FROM ABOVE_ SLAB 10. FOR TWO POST STRUCTURES USE TABLIS7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES SLABI I. CHECK TABLES SLABI AND SLAB2 ON MS FOR CORNER DISTANCE REQUIRMENTS.. PRINTED ON 4/29/2009 IAPMO ES REPORT #0113 IAPMO.PAGE .NUMBER 10 OF 57 10 12 Ga 3'x8" Slee[ C Beam Detail L18 16'Ge:3"xB' Steel C Beam Detail L18 Double l2..Ga•3'x8' Steel C Beam(Delail L8) 12Go3'x8' Steel C Beam Detail L18 16. Ge 3'x8' Steel C Beam" De Lai '18) Double 12�GaXx8"Steel C Beam'. Delail Lf TABLE 2-5 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 2.5 Attached Freestanding or Attached Freeslanding w Attached Freestanding or :24 Structure Mullispan Units Structure Multispen Units Structure Multispan Units Structure Mullis an Units Structure, MuIGs an Units Structure Multi&pan Units GROUND TRIO MAX. POST 'MAX' - MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH' GROUND TRIO MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST RE01) POST MIN FOOTER 8 I /7 I la' 1'057 I 12' I 18' POST MIN FOOTER 8' 12' I 18' SNOW WIDTH POST REO POST MIN FOOTER 8' I 17 18' POST MIN FOOTER ar 17 I 18 POST MIN FOOTER 8' 17 118LOAD (FT) SPACING FOR SPACIN POST S12E CONSTRAINED FOOTE jMINF0j0TEA16' SPACIN NSTRAINED FOOTS SPACING POS S¢E CONSTRAINED FOOTS LOAD (FT) ,SPACING FOR SPACIN POS SDE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINEDFOOTS SPACINGPOS SIZE CONSTRAINED FOOTS(PSF) ON SLAB SLAB (FT) TYPE 'e' 'd' -d• 'd' (FTI e' 'G 'C (FTI TYPE 'tl• 'd- -e' -e- (PSFI ON SLAB SLAB (FTI TYPE 'd' •d• "d' .d.(FT) TYPE •e• •d- 'C 'd• (FT) TY 'e' •d' 'e• '0'(FT 31 (in) Un (in tiny in) (m) lint lin h Un) lin) (FTI_ _ (in) (in) (int (v11 (in) (in) Gn (in) (t.) (In) (in) n) 10 9D MPH EXPOSURE B 30-0' B 15 31 34 34 2r-0' 8 :24 30 33 31 304• a 25 31 34 35 10 3 279- A 30'-r B 22 28 31 33 2r -M 8 21 27 30 30 301-0' 6 22 28 31 35 LIVE 3.5 19'-51 A 30-0• C 13 28 31 33 24'•6" B 21 27 29 30 '30'-0' C 23 28 31 35 22 4 1 r -T A 304' C 24 28 31 33 27-5' B 22 .26 29 29 W-0' C 24 28 31 35 13W 4.5 15'-1' A 28-T C 25 28 31 33 20.9' C 22 26 26 29' "1. C 25 29 31 34 18 5 13'-T A 28.6' C 15 17 31 32 1914' C 22- 25'• 28 28 30-0• C 26 28 3h 34 - S'S 174' A 2r9• C 26 27 30 32 18'4" C 22 25 28 26 30-0' D 26 28 31 _ C 6 1t'-/' A '28-10' C 16 27 30 31 17"-0' C 22 24 27 _ 301' D 27 28 31 34 17' 6.5 10'-5- A 26'-r D 27 27 30 31 '16'-0" C 23 14 27 _ 30'-0' 'D 28 26 31 33 5"-5• 7 919- A 25'9' D 27 27 30 31 15'•7 C 23 24 27 _ 30-0" 0 29 29 31 33 7:5 91.1' A 24'-1 V D 28 28 30 31 14'-S' C 23 24 26 .27 30-T 0 29 29 31 33 6 8.6' A 24•-5' D 28 28 19 30 13.9' C 23 23 26 21 30'-0' 0 30 30 31 33 8.5 8d A 23'-9' 0 '28 28 29 30 13'-7 C 23 23 26 26 30-01 0 30 30 31 33 9 r-8 A 27.11" 0 18 28 29 30 17-r C 23 23 26 26 291-T D 3131 35 31 _ 9.5 r -7 A 27-r O 29 29 29 30 17-t" C 23 23 25 _ 211• D 31 31' 31 33 10' 6'-9" A 21'5' 0 29 29 29 "111F C 24 24 25 '28 289' D 32 32 32 32' 11 8-r A 28.7 0 19 2" 29 29 101•10• C 24 24, 25 '25 tr9' D 32 32 32 31 12 S'9' .A 18.1' 0 191 29 29 29 10-0' C N 24 24 26 26'•10` D 33 33 33 31 13 5'-7 A 18-1• D 30 30 30 913' C 24 :24 24 26•-Y E 34 34 ]4 90 MPH FXPOSURF C 10 3 278' A 30-0' B 15 31 34 34 2r-0' 8 :24 30 33 31 304• a 25 31 34 35 LIVE 3:5 191.5' A. 30-0" C 26 31 34 33 219' 6 N 29 33 30 30'-0' C 26 31 34 35 4'4' 4 1r -T A 30-0" C 27 '31 34 33 27-6" 8 25' 29 32 30 30-0' C 27 31 34: 35 22 4.5 15'-11 A 291-7- C 26 31 34 33 20.9' C 25' 26 31 29 30-0• C 28 31 34 35 13W 5 13'-r A 28'6' C 19 30 34 33 194" C 25 2831 25 29' 30r -T C 29 31 34 34 18 5.5 174" A 2r9" C 30 30 34 32 18.1- C 26 27 31 28 301' D 30 31 34 34 - 6 11'4' A 28-10" C 30 '30 33 32 1r-0' C '26 17 30 26 304r D 31 31 34 _ C 6:5 10•S• A. 26'-r 0 31 31 33 31 16Ar C 26 27 30 28' 30-0' D 32 32 34 34 17' 7 'W -W A 25'6' D .31 31 33 31 1V-2" C 26: 26 29 27 30-0' D 33 33 34 33 5"-5• 7.5 91-1• A 24'•11' D .32 32 33 31 '14'•5' C 26 26' 29 _ 30'-0' D 34 34 34 33 6 88' A 245' D 32 32 33 31 1 Yr C 27 27 29 .27 30-0' D 34 34 34 33 8.5 8'-0" A 23'-r D 32 32 32 30 1T-2" C 27 27 29 21 wl. D 35 35 35 33 9 r6" A 27-11' 0 33 33 33 30 17-r C 27 27 28 26 291-7- D 36 38 36 33 9.5 r-7 A 27-7 0 33 33 33 30 17-1' C 77 27 28 26 2911c' D 36 35 36 33 10 8A' A 2119' D 33 33 33 30 11'6' C 27 '27 28 _ 286' D 36 36 36, 33 11 8.7 A 20-7 0 34 34 3410'-10' '-10" C 27 27 27 '28 27'6' D 37 37 37 32' 12 5'6" A IV.1' D 34 '34 34 29 104r C 27 27 27 '25 26'-10' 0 38 38 38 31 13 5'•T A 18'-1" D .31 34 34 29 43' C 27 .27_ 27 26 26-2- E 39 1 39 '39 31 20 3 11'-10" A 28-10• C 21 27 30 34 1r8' C 18 25' 27 31 30-0• 0 22 28 31 35 LIVE 3.5 10-7 A 25.9' D .21 27 30 33 15'-10' C 19. 24 27 30 30-0' 0 23 28 31 35 4'4' 4 8'•11' A 24'3- 0 22 27 29 33 144" C 19 23 26 30 30-0' 0 24 28 31 35 22 4:5 7'-11' A 23'-5' D 23 26 29 33 13.2" C 19 23 26 29 291-7" 0 25 28 31 35 13W 5 7.1' A 22,-2' D 23 28 29 33 1?7 C 19 23 25 29' 289' 0 25. 27 31, 34 18 5.8 6'-r A. '20-11* 0 23 26' '28 32 11'-T C 19 22 25 28 2r9' D 26 27 30 34 26 6 5'•11" A 191-91• D 24 25. 28 32 -10-r C 19 22 25 26 26'-10" 0 26 27 30 34 C 6.5 5'-5" A 18'-91 D 24 25. 28 31 919" C 19 12 24 28' 181' 0 27 27 30 34 17' 7 5'-1" A 1r•10' D 14 25 27 31 F-1• C 19 21 24 27 266' E 27 27 30 33 5"-5• 7.5 4'-r A 1747 0 24 24 27 31 89' C 19 21 24 27 24'-11' E 28 28 30 33 5 4'•S A 184'' 0 24' 24 27 31 'r-11" C 19 21 23 .27 243' E 28 29 29 33 8.5 4'-7 A 15'4r 0 25 25 27 30 r6" C 19 20 23 21 2T-11' E 28 28 29 33 9 T-11" A 15'-1' 0 25 25 26 30 r•1' C 19 20 23 26 273- E 29 29 29 33 9.5 3-91' A 14.5' 0 25 25 28' 30 V-11" C 18 20 22 26 23'-0' 'E 29 29 29 33 10 38• A 14'-0' D 15 25 26 30 84' C 19 20' 22 28 22-6" E 29 29 29 33 11 3'-7' A 1T-7 0 25 25 2629 '-10" C 18 19 22 '28 20'-T E 29 29 29 32' 12 7-1P A 174' D 25 25 25 29 54' C 19 /9 22 '25 18'-11' E 29 29 29 31 13 ' 7$ A 8 11'." , 0 16 26 26 29 4' -Il' C 19 19 22 26 176' E 29 29 29 31 21 90 MPH EXPUSUNt B C 17 24 30 3 e'-0` A 24'-10' 0 20 35 3.5 6'-1D' A. 23'-T 0 21 23 4 6'-0' A 22'-3' 0 21 31 4.5 5.4' A 20'-8' D 22 18 5 4'-1r A 194' 0 22 27 .5.5 4'4' A 18'-7 D 22 C 6 4'-0' A 17'-1' 0 23 24 6.5 T-8" A 16'-T D 23 10-7 1 3'-5'-5' 22 24 D 23 E 7.5 3-2- A 14'-r 0 23 '31 8 Y-0• A 14'-1' D 23 25'•7 8:5 2•-10" A, 13W D 23 27 9 76• A 17.11• E 24 27 9.5 76' Fvonn mF A r 179" E 24 21 30 33 15-1' C 17 24 26 30 30-0' D 22 28 31 35 26 29 33 13'5 C 17 23 26. 29 191-9' 0 23. 28 31 35 26 29 33 174" C 18 23 25 29 28.5" 0 73 27 31 34 26 29 32 111.1" C 18 22 25 23 2r4' E 24 27 30 34 25 28 32 10-7 C 18 22 24 28 28-5' E '24 27 30 34 25 28 '31 91.3' C 18 21 X24 28 25'•7 E 25 27 30 33 24 27 31 e'$" C is 21 24 27 24'-tr E 26 27 30 33 24 27 31 7'-tr C 18 21 23 27 24•-r E 26 25 29 33 21 27 30 T4' C 18 20 17 18 23-T E 26 26 29 7J 24 26 30 6'-10' C 78 20 23 26 27-1° E 27 27 29 77 23 26 >D 8.5' C 18 20 22 76 27.7" E 27 27 29 33 23 26 Z9 8'-0' C 18 20 12 26' 11'4" E 17' 27 29 32' 24 28 Z9 5'9' C 18 /9 22 26 20-7 E 27 17 28 32 24 25 29 5"-5• C 18 19 22 15 19'x2' E 17 17 28 32 30 3 - 8•-0" ' A 24'-i0' 0 23 30 33 37 15'-1" C -20 26 29 33 309' 0 25 31 34 38 3.5 6'-10' A 23'•7' 0 24 29 32 37 138" C 20 26 29 33 2919' 0 X26 31 34 38 4 W 01 A 27-3' 0 25 29 32' 36 17-7' C 20 25 28 32 21r-5' D 27 30 34 38' 4.5 5.4' A 209' 0 25 28 31 36 11•-1" C 20 25 28 32 2r4' E 28. 30 34 38 5 4'-10" A 194' 0 25 28 31 35 10-7 C 21 24 27 31 26'-5' E 28 30 33 37 55 4*4' A /8'-7 0 26 27 31 35 T -T C 21 24 27 31 25'-7" E 29 30 33 37 54'-0' A 17•-1• 0 26 27 30 34 86" C 21 23 18 30 24' -Ir E 29 30 33 37 6.5 3.9' A 16'-3' 0 26 27 30 34 7'-10' C 21 23 26 30 ZC-2' E 30 30 33 37 7 73' A 15'-5' D 26 26 30 34L1.0.r C 21 23' 25 29. 23.7 E 30 30 32 37 7.5 3.2• A 14'-r D 27 27 29 33 C 21 7L 25 29 23.1" E 31 31 32 38' 8 3.1- A 14'-1' 0 27 27 29 3325 29 27-r E 31 31 32 36 8.5 7-10" A 13'9' D 27 27 29 3324 29 11'4' E 91 31 32 36 9 79- A 17-11• E 27 27 28 32 C Zt 21 24 28 '20.2" E 31 31 31 35 9.5 2'9` A 12'6' E 27 27 '28 32 C Z7 21 21 28 191+Z' E 31 31 71 95 19 PRINTED ON 4/29/2009 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREA! IAPMO ES REPORT #0113 IAPMO PAGE NUMBER 11 OF 57 90 MPH EXPOSURE.0 _ 12 Ga 3'x8"Bleat C Beam Detail 1-18 16 Ga'3"x8' Steel C Beam Detail 1-18 Double 12 Ga 3"x8" Steel: C'Beam Detail L 12 Ga-3"x8`Steel C Beam Detail L18 16 Ga 3"x8" Steel C Beam Detail L18 Double 12 Ga 3"x8* Steel C Beam (Detail Lf TABLE 2.5 Attached- Freestanding or Attached Freestanding or Attached Freestanding'or TABLE 2.5 Attached Freestanding or Attached Freestanding or Attached Fre4i5tariding or _ Structure Mullis anOnils Structure Mult)s n Units ._ Structure Mullis n Units Structure. Mu40 n Units Structure Multis an Units Structure MuIC an Units GROUND TRIO MAX POST MAX' MAX POST LENGTH MAX MAX POST LENGTH MAX AX POST LENGTH GROUND TRIG MAX POST MAX MAX'POST LENGTH MAX MAX POST LENGTH MAX MAX'POST LENGTH SNOW WIDTH POST REO, POST MIN FOOTER 9 I 17 I IV POST 8' I IT I 19 POST MIN F' I 12' I 18' SNOW WIDTH 'POST REO POST MIN FOOTER 9 I 17 I 18' POST MIN FOOTER 9 I 17 I 18 POST MIN FOOTER V I 1T I '1B'LOAD (FT) SPACING FOR SPACI POST SIZE CONSTRAINED FOOTS dM.NFOOTER SPACIN SIZE CONSTRAINED FOOTS SPACING POS STRAINED FOOTE LOAD (Fr) SPACING FOR SPACIN POS 512E CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS SPACING S SIZE CONSTRAINEDFOOTS(PSF) J(i.) ON SLAB SLAB (FT) TYPE -d" -d "d" "d' (FT) 'd" "d" .-T V (FT) TYPE - 'T -d- (PSF) ON SLAB SLAB (FT) TYPE "d" -� -d- "d" (FT) TYPE "d" -d- 'd" -d- (FT) TY -d- -d' "d' -d- lFT) _ jinl (in) lin) Iml (i1) n) fill (in) ) fin int lFr) lint m in fin (in) (in (in) (in) (in) _ (n) I lint I (in) 90 MPH EXPOSURE.0 _ 20 3 11'-1r A 26'-10- C 24 .30 33 38 1T -r C 21 27 30 34 'M-0• U 25 31 31 38 LIVE 3.5' 10-T A 25'4- 0 25 '30 33 37 151•10' C 21 27 30 34 37-V 0 26 31 34 38 4 4 8'-11" A 24'-5' D '25 •29 33 37 14'4" C 21 26 29 33 30-0" D 27 31 34 38 4.5 4;5 T -1r A ZT-S" 0 26 29 32 36 17-2" C 22 26 29 32 29.7" D 28 31 34 38 5 5 T-1" A 27-T D 27 29 32 36 17-T C 22 25 28 32 28'6" D 29 30 34 38 5.5 5-5 &-r A 20-11- 0 27 28 32 38 11'-8` C 22 25 28 32 27'6" D 30 30 34 38 6 6 5-11' A 19-r D 27 28 31 35 10-r C 22 24 27 31 26' -Ir 0 30 30 33 38 6.5 6.5 5'-5" A i8'-7 D 27 28 31 35 9.7 C 22 24 27 31 28'-2" 0 31 31 33 37 T 7 5' 1•' A 121-10" D 28 28• 30 34 9-11- C 22 24 26 30 251-6" E 31 31 33 37 7;5 7.5 4'-Y' A 17'-1" D 28 28 30 34 B6" C 22 23 26 30 24'-11" E 32 32 33 37 6 8 4'-S' A 1&-4" D 28 28' 30 34 7'-11" C 22 23 28 30 24'-5" E 32 32 33. 37 6.5 8.5 41-7 A 151-8" D 28 28 30 34 T6' C 22 23 25 29 23'-11" E 33 33 33 37 9 9 T-11" A IVA" D 28 28 29, 33 T-1' C 22 22 25 29 23'-5" E 33 33 M 36 9.5 9.5 7.7 A 14'-6" 0 29 29 29 33 66" C 22 22 25' 29 23'-0" E 33 33 33' 36 10 76" A 14'-0- D 29 29 29 33 6I' 'C' 22 22 25. 29 276" E 34' 34 34 36 GF -NE /1 T -T A 13'-2- _D 29 29 29 32 5'-10^ C' 22 22 24 28 2(I'-7- E 1 34 34_ 1 34 1 3.5 90 MPH. EXPOSURE B - 25' 3 9-r' A '26'-5" D 21 27 30 74 1T-1" C 18 21 27 31 W-0' D 22 28 31 35 38 3.5 6-T A 25'-1" D 21 27 30 33 1".. C- 18 24 27' 30 X-0'0 301r 23 28 31 35 38 4 T -7'A 7'-7' '21'4" D 22 26 28 33 13'-l1r C 18 73 28 30 W-0" 0 24 28 31 35 38 4.5 614" A 23'-0" 0 23 26 29 33 17-W C 19 23 28 29 27-1" D 24 28 31 34 38 5 51-7 A 21'-7' D 23 26 29 32 11'-9' C 19 22 25 29 26'-1' E 25 27 30, 34 36 5.5 T -r A 20'-3' D 23 25 28 32 10'-11" C 19 22 25 28 2T-2" E 28 27 30 34 38 6 41$' A 19-T D 23 25 28 32 10-1" C 19 22 24 28 W-5" E 26 27 30 34 37 6.5 4'-S A 18'-21 D 24 25 28 31 914' C 19 21 24 29 25'-9' E 26 27 30 34 31 T C-1" A 17•.4- D 24' 25 27 'N 8'4" C 19 21 2{ 27 25.1' E 27 27 30 33 37 7;5 Y-10' _A 16'-r D 24 24 27 31 9.1" C 19 21 23 27 24'6' E 27 27 30 33 37 6 7-T' A 15•-101' D 24 24 27 30 7'-7" C 19 20 23 27 24•-0" E 26 28 29' 33 37 6.5 T -C A 15'.T D 24 24 27 30 T -T 'C 19 20 23 25 1 23'4' E 28 28 29 33 36 9 Y -T A 14'-7' D 24 24 26 30 9.9" C 19 20 23 26 27./" E 2e 26 29 33 38 9.5 7.0' A 14'4' D. 25 25 26 30 6-5' C 19 20 22 26 27-r E 29 29 29 33 ' 90 MPH EXPOSURE C _ 25 3 9-r A .26'-5" D 24 30 33 _ 37 1T-/" C 2/ 27 30 34 W-0" 0 25 31 34 38 3.5 3;5 e'-21 A 25'-1' 0 25 30 33 37 151-4" C 21 26 '29 33 301r O 26 31 34 38 4 4 7'-7' A 244r D 25 29 33 37 13'-10" C 21 26 29 33 30-0` 0 27 3134 29 38 4.5 4.5 F -C A -0 23'" D 26 29 32 36 174r C 21 25 '28 32 29-1• D 28 31 34 38 5 5 S -r 'A 21'-7" O 26 29 32 36 11'-7 C. 22 25 28 32 28'-1" E 29 30 34 36 5.5 5.5 5-71 A .W-3' D 27 28 31 35 10'-11" C' 22 24 .27 31 2r -r E 29 30 "33 38 8 6 4'-9' A 19-7 D 27 28 31 35 10-1" C 22 24 27 31 26.5' E 30 30 33 37 6.5 6.5 {'3 A la' -T 0 27 27 31 '35 94" C M 24 27 31 '25'-9" E 30 30 :33 31 7 '7 4'•1" A iT-" D 27 27 30 34 96" C 22 23 28 30 25'-1" E 31 31 33 37 7.5 3'-10" A 16'-r O 28 28 30 34 9-1"C C 22 23 26 30 24'4" E 31 31 33' 37 6 T -T' A 15-10" D 28 28 30 34 T-7" C 22. 23 '26 30 2ir-W E 32 32 33 37 8.5 T4" A 15'-2'0 28 28 29. 33 1 T-2" C. 22 22 25 29 23'6" E 32 32 32 36 '9 7-2' 141-rA '-r O 28 28 29 33 6A" C 22 22 25' 29 2T-1" E 33 33 33 38 9.5 3'-0" A /4'-1' 0 26 28 29 33 61-5" C 22 22 25 29 27-7' E 33 33 33 36 10 1 7-10' 1 A 1 17-7- 1 D 1 28 28 29 33 6-1" IC 22 1 22 24 _ 29 ._21'6• E 33 33 33 35 GF -NE 3AL INSTRUCTIONS FOR THESE TABLES - 1. CHOOSE FREESTANDING OR'ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH -AND OVERHANG OF UNIT 3. DETERMINEWIND 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 11.6 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR CALCULATE�FROM TRIBUTARY DIAGRAM ONSCO2 PAGE2 OF 2 6- CHOOSE A HEADER FROWTABLE'2.5THAT HAS ADEQUATE POST SPACING. ,,.USE THE APPROPRIATE FOOTER SIZE SHOWN. 90 MPH EXPOSURE B 60 ] 4'-1" A IT -S' D 18 25 27 31 F-ar C 14 21 2/ 27 24'•10" E 20 27 70 33 3.5 3.5 76" A 15!-r D 18 24 27 30 r4' C 14 20 23 27 23'-r E 21 26 29 33 4 4 3'-0" A 14'4' D 19 23 26 30 6-71 C 14 20 22 26 27•r E 22 26 29 33 4.5 4.5 74' A 13'-2' E 19 23 26 29 5'-10" C 14 19 22 26 20'-6" E 22 26 28 32 5 5' 7-5' A 17-3" E 19 23 25 29 5'-3" C 14 19 22 25 1&-8* E 22 25 28 31 5.5 5.5 '7-2" A 11'•5" E 19. 22 25 29 41.7 C 14 19 21 25 1r -w E 22 24 27 31 8 6 7-0- A 10-8" E 19 22 25 28 4'4' C 14 IB 21 25 15'-7" E 22 24 27 30 6.5 8.5 11•10" A 10'-1' E 19 22 24 '28 4* -V C 14 1B 21 24 /4'-5" E 22 24 26 30. 7 7 1'•9"A 1 9-7- 9-7' E 20 21 21 28 7-r C 14 )e 20 ?+ 13'-5' E 22 23 26' 29. 7.5 i'T A 7-1" E 20 27 24 27 78" C 14 18 20 24 17•r E 22 23 25 29 6 1'6' A 9$ 'E 20 21 24 27 7.3" C 14 18 '20 N 11'-ltr 'E 22 22 26 29 6.5 1'-5' A 8'3"E 20 21 23 27 7-I" C 14 1B 20 24 41-•1' E 22 22 '25 26 60 � 3rn ^c `^ 4'-1" y A 1T -F 'D 21 27 30 34 8'4' C 16 23 26 30 24'-10" E 23 30 33 37 5' 3.5 T6" A, 15'-r 0 21 27 30 34 T6' C 18 23 25 29 23'-7" E 24 29 32 37 6" 4 7-0' A 144' 0 21 26 29 33 6-r' C 16 22 25 29 27-r E. 25 29 32 36 T' 4.5 76" A 13'-7 E 22 26 29 .33. 5' -IT C 16 22 24 28 '20'-8" E 25 28 3136' 5 7-F A 17-3" E 22 25 28 32 T-3' C 18 21 24 26 ler E. 25 28 31 35 5.5 7-r A. 11'-51 E 22 25 28 32 4'-V C 16 21 23 26 1T-0" E 25 27 30 34 8 7-0' A. 10-6" E 22 24 27 131 4'-4' C 16 20 23 27 15'-r E 25 27 30 34 6.5 1'-10" A 10-1" E 22 24 Z7 31 41-0" C 16 20 X23 27 14'-5' E 25 26 29 33 7 1 1'S' 1 A 1 9-7- 1 E 1 22 1 24 1 27 1 31 11 7.9' I C 1 16 1 20 1 23 1 27 11 13'5' 1 E 1 25 1 26 1 29 1 33 OVER- HANG Freestanding Structures UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products TABLE 2.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) Post Description Maximum MaxPOST (FT9 9 10 /1' 17 1T 14' Is 16 1T I& IV 20 21' 27 0' 4' 4.6 5' 5.5' 6 6.5• T 7.5' 9 8.5' 7 9.51 10 10.5' 11' 1" 4;5' S' S.5' 6' 6.5' 7' 1.5' 0 6.5' 9 9.5' 1& 10.5' 11' 11.5' 7 ,5' 5.5' 6" 6S' T 7.5' 9 B.5' 9 9.5' 10 10.5' 11' 11.5' 17 3' 5.5 6 6.5' T 7.5' 9 a.5 9 OR10' 10.5' it' 11.5' 17 12.5' 4' 6 8.5' T' 7.5' 6 &5' 9 9-5' 10 1D.V 11' 11.5' 12' 12.5 13' 5' .1 9.51 T 7.5' 9 &5' 9' 9.5' 10 10.5' 11' 11.5' IT 17.5' 17 13.5' TABLE 2.4 Post Requirements for Freestanding Structures UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products FREESTANDING AND MULTISPAN UNITS .USE TABLIE2.4: Post Description Maximum MaxPOST 10. USE THE APPROPRIATE DETAILS Footing Hei hl FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 0.041"x3"x3" Steel Clover' d = 23" 72' 1 0.041 "113'x3" Steel Clover d = 23" 8' E 3/16"x3'x3'Steel Square d= 32" 3/16X4" Steel Mare - d =38* 78' G 5/16'x4'.4".Steel Mare d = 42' 6. t'UF451NULE SPAN ATTACHED UNI I USE I HE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products FREESTANDING AND MULTISPAN UNITS .USE TABLIE2.4: 5208'Tannyson Parkway 9. FIND THE O/C SPACING OR #OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Plano, Texas 75024 10. USE THE APPROPRIATE DETAILS 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND. L2 ON SHEET MS Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place .SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2:5 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OFTHE POST SPACING ON SLAB OR HEADER POST SPACING cadbutnamftcomcasLnel SLAB S. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST -STRUCTURES USETABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES SLABi1. CHECKTABLES'SLABt AND SLAB2ON MS FOR CORNER -DISTANCE REQUIRMENTS. 4/27/2009 it PRINTED ON 4/29/2009 LATTICF COVER 3.8 POST SPACINGS FOR PATIO Awn rnMMFRCIAL COVERS, HIGH WIND AREAE IAPMO ES REPORT 80113 10 0:042"O"x8' Box Bea Delail'L1 Double 0.042'x3*x8"'Box Beam Detail 1.12 Double 0.032'x2"x6.62Box Beam (Detail L' TABLE 3.1 Attached Freestanding orAttached Free;landing or Attached Freestanding, or 22 Structure Multis-an Units Structure MultipanUnits Structure Multls an Units GROUND TRIB MAX POST MAX MAX POST LENGTH MA% MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REDID POST MIN FOOTER F I 10' I 17 POST MIN FOOTER 8- I 10 I 12 POST MIN FOOTER 8' I 10 I 1T LOAD (FTI SPACING FOR SPACING POST SIZE CONSTRAINED; FOOTESPACING I POST SIZE CONSTRAINED FOOTER SPACING POST 512E CONSTRAINED FOOTS' (PSF) ON SLAB SLAB (FT) TYPE -d• 'd' •d- 'd- (FT) TYPE 'd -d- -d- •d- (FT) TYPE- •d^ 'd' -d' •d' (FT) (in)(in) tial (in) (in) (m) (in) (in) pn (In) (n1 In 10 3 22'-8" A 151-0' A 22 28 30 '32 27.7' A 25 31 33 34 15'-W A 22 27 29 31 LIVE 3.5 19.5^ A 13'6^ A 22 :28 29 31 20'-7- 8 26 30 32 34 14'-r A 23 27 28 30 4 1T-0• A 17-3" A 23 21 29 30 i9'-3^ 8 26 30 32 33 17-11' A 23 26 28 29 4.5 15'-1• A 11'-T A 23 26 28 30' 18'-r B 27 29 31 33 11'-11- A 23 26 27 29 5 13'-71 A 10-4- A 23 26 28 29 1T-3- B 27 29 31 32 11'-0? A 23 25 27 28 5s 17-1^ A 9-T A 23 26 27 ''29 16'-2- B 27 29 30 32 10'-3' A 24 25 27 28 6 114" A 9-I1" -A 23 25 27 28 15'-r B 28 '28 30 32 9'$ A 24 25 26 28 6.5 10-5' A 95-' A 23 25 27 26' 14',1'' C 26 28 30 31 9'-11 A 24 24 26 27 7 9-r A T-11' A 23 25 26 28 17-7- C 28 '26 29 31 8'-T A 24 24 26 27 7.5 9.1" A T-5' A 24 24 26 27 12'-11" C 28- 28: 29 31 8'-1' A 24 24 '25 27 8 Y6' A 7'=1' A 24 24 26 27 12'47 C 28 '28' 29 30 716' A 24 24 25 27 -6.5 81-0" A 6'-9' A 24 24 25 27 11'-9` C 29 29 29 30 74' A 24 24 25 26 9 T6" -A 6'-5• A 24 24 25 '27 11'-3- C 29 '29 29 30 T-0• A 25 25 25 26 9.5 T'7' .A F-1" A 24 24 25 26 10'-10' C _ 29 29 29 29 61-7 A 25 25 25 26 10 6-9' A 5'-10^ A 24 124 25 26 10fi' C '20 29 29 29 6'-5' A 25 25 '25 2R 26 II V -r A 54' A 24 24 24 26 96' C 29 29 29 29 5'-111 A 25 25 '25 25 A 12 5'6" A 5'-0' A 24 24 24 I 9'-0" C 29 29 29 29 5'6' A 25 25 23 26 _ 13 S'-7 A 4'-7' A 24 24 25 26 8'-5^ C 29 29 29 29 5'S A 25 25 ,- ZS ffi 10 3 226' A 151-0' A 23 29 31 32 22'-r A 26 32 34 35 1516' A 23 28 30 31 LIVE 3.5 19-5' A 1T6" A 23 '28 30 32 20-T B 26. 31 33 35 14'-T A 23 27 '29 31 4 17'-0' A 17.3" A 23 28 29 31 19-3^ 8 27 .31 32 34 17-11- A 24 27 29 30 4.5 IT -11 A 11'-r A 23 27 29 30 18'-2" B 28' 30 32 34 11'-11' A 24 26 28 30 5 1Y -T A 104- A 24 27 28 30 17'-T B 28' 30 32 33 11'-0' A 24 26 28 29 5.5 174- A 9-7" A 24 26 28 29 16'-7 B 28 29 31 33 10-3" A 24 26 27 29 6 114" A V-11- A 24 26 28 29 15'-r B 29 29- 31 32 9'6' A 25 25 27 28 6.5 10.5" A 931 A 24 25 27 29 14'4' C 29 29 30 32 9-11 A 25 25 27 28 7 96' A TOO- A 24 25 27 28 13'-r C 29 29 30 .32'. 8'-r A 25 25 26 28 7.5 7.1• A TS• A 24 25 27 28 1711- C 29 '29 30 31 V-1' A 25 25 26 27 a 96^ A T-1' A 24 25 26 26 174^ C 29 29 29 .31 T-9' A 25 25 26 27 8.5 9-0- A 61A1 A 24 24 26 27 111-7 C 30 30 30 31 r4' A 25 25 25 27 9 r -r A 6'-5' A 25 25 26 27 11'-3' C 30 30 30 30 714+ A' 25 25 25 27 9.5 r -r A 6'-11 A 25 25 26 27 10-10' C 30 30 30 30 B' -r A 25 25 25 27 10 &-a" A 5'-10' A 25 25 25' 27 10'75^ C 30 30 30 30 6'-5' A 26 26 26 26 26 11 0-2" A 54- A 25 25 25 26 96' C 30 30 30 30 5'-11' A 26 26 26 26 A 12 5'6" A Y-0" A 25 25 25 27 96" C 30 30 ]0 30 5'6' A 26 26' 26 27 _ 13 T-2" A 4'-7' A 25 25 25 27 8'-5" C 30 30 30 30 5' 2' A 26 26' '2fi 27 20 T 11' -lir A 94' A 19 25 27 29 16-V 8 22 29 30 32 10-1` A 19 25 26 26 LIVE 3.5 10-2" A 8'-3- A 19 '25 26 28 141-T C 23 28 30 31 -V-11• A 19 24 26 27 4 8-11^ A 'rS' A 19 24 26 27 12'-10• C 23 27 29 30 r-11 A 20 24 25 27 4.5 7'-11" .A 6'6' A 19 24 25 27 11'-9" C 23 27 28 30 7`4' A 20' 23 25 26 5 r-11 A 8'-1' A 19 23 25 26 10-10' C 23 26 28 -29 6-9" A 20 23 24 26 5.5 C-5" A 516' A 19 23 25 26 10.1' C 23 '26 28 29 6' 3? A I0. 23 24 26 6' 5'-11" A. 5'-3' A 19 23 24 26 9.5' C 24 '26 27 29 .5'-9' A 20 22 24 25 6.5 F.S" A 1'-10^ A 19 22 24 25 8'-10" C 24 25 27 28 5'-5' A 20 22 24 25 7 5'-1' A 416' A 20 22 24 25 14' C 24 25 28 28 5'-1• B 20 22 23 25 7.5 1.6' A 4'J' A 20 22 23 25 r-10' C 24 25 26 284'-V P -T 8 20 21 23 24' B 4'-5' A 4'-0• A 20 22 23 25 TS• C 24 24 26 27 T6' 8 20 21 23 24 8.5 4'-7 A 3'-10' A 20 21 23 24 T-1^ C 24 24 26 27' 4'-3' 8 20 21 '23 24 9 T-tY A 3* -7• A 20 22 23 25 6'49' C 24 24 25 27 4'-1' B 20 22 23 25 9.5 376" A 3'S' A 20 22 23 25 6-5' C 24 24 25 27 YAW B 21 22 23 25 10 3'6• A YJ- A 20 22 24 25 F -r C 24 24 25 26 3'6' B 21 22 24 25. 26 11 T-7 A T-0" A 20 23 24 25 5'6" C 24 '24 25 28 3'-5' B 21 23 24 25 A 12 2'-11" A 76- A 20 23 24 26 5'-3' C 25 25 25 26 3--1' B 21 23 24 26 _ 17 76' A _ Y6' A 20 23 25 26 4'-10' C _ ZS '25 25 26 Y-11' B 21 '23 25 26 IAPMO'PAGE NUMBER 12 OF 57 !) 0.042'xYx8" Boz Beam(Detail U Double 0.042'x3'x8".Box Beam (Detail L12 Double 0.032'x2'x6.625"-Box Beam_ Detail TABLE.3.1 A Attached Freestandingtor Attached- Freestanding or Allactred Freestanding or 27 28 Structure Muffispan Units Structure Multis an'Units Structure MulBs an'Units GROUND TRIB MAXPOST MAX MAX POSTLENGTH MAX MAx POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REOT3 POST MIN FOOTE B' I 10' I 17 POST MIN FOOT 8' I '10 I 1Y POST MIN DOTE e' I 10 I 17 LOAD (FT) SPACING FOR SPACINGPOST SIZE CONSTRAINED FOOTER SPACINGPOST SIZE CONSTRAINEDFOOTE SPACINGPOST SIZE CONSTRAINED FOOTS (PSF) ON SLAB SLAB (FT) TYPE 'd- •d' -d- -d' (FTI TYPE b• •d' -d- •d' (FT) TYPE -d' 'd' -d• 'd" .(FT) 25 Iln) (m lint (ml :On) (in) (in) (n) (in). [n (in) (in) 25' '3 9'-7• A 9-0' A 1B 25 27 28 1S -T - C 22 28' JO 32 9'-8' B 19 25 26 2B 30 3.5 8'-2- A 71-11- A 19 25 26 28 13'-0' C 22. 28 29 31 8'-r B 19 24 26 27 4 7-7' A 7'-1' A 19 24 '28. 27 17-5- C 23 27 29 30 T-9- B 19 24 25 27 4.5 64' A 9'-5" a 19 24 25 27 11'4' C 23 27 28 30 7'-1" B 20 23 25 26 5 S-9" A T-11- 8 19 23 25 26 106- C 23 26 28 29 616' B 20 23 24 25 5.5 5'-r A 5'-5• B 19 23- 24 26 9A" C 23 26 27 29 61-0' B 20 22. 24 25 '5 4'-'l A 5'-0- 8 '19 22 24 25 9-1' C 23 25 27 28 5'-7' B 20 22 24 25 5.5 4'-S A 4'6" B 19 22 24 25 8'6^ C 23 25 27 28 5'-7 8 20 22 23 25 7 4'-1^ A 44- 8 19 ZZ Z3 '25 8'-0- C 24 25 26 28 4'-10' 8 20 22 23 25 7.3 .3'-10 A 4'-1' 8 1922 '22 23 '25 T -T C 24 M Ze .27 P -T B 20 21 231 25 8 7-T A 3'-1 D' B 19 21 23 24 T -r C 24 24 26 27 4'-4' B 20 21 23 8.5 34^ A Y6" 8 '19 21 23 24 F-10- C 24 24 25 27 4'-1• B 20 21 24 9 X -T A 3'-5' 8 19 22 23 25 6'6' C 24 24' 25 27 3'-11' B 20 22 24 9.5 3'40 A 3'J' _ 8 19 22 23 25 V -T C 24 24 25 26 3'd• 8 20 22 24 25 3 9-7- A 9'41 A 19 26 28 29 Iv -r C 23 29 31 32 96' 8 20 25 Z7 28 30 3:5 8'41 A r-11' A 19 '25 27 28 13'4" C 23. 28 30 32 8'6- B 20 25 26 28 '4 T -T A 7'-1" A 19 25 26 28 121-5" C 23 -28 29 31 7'-9" B 20 '24 26 27 4.5 64' A 9-5" B 20 24 26 27 114' C 24 Z7 29 30 1'-1' B 20 24 25 27 5 51A' A 5'-11' B 20 24 25 27 106' C 24 27 28 .30 616" B 20 23 25 26 5.5 S -r A 5'-5" B 20 23 25 26 9.8" C 24 26 28 29 6'-0' B '20 23 25 26 6 4'-9' A 5'-01 B 20 23 25 '26 9-1" C 24 26 28 -29 5'-T B 21 23 24 26 6.5 4'-5^ A 416" B' 20 23. 24 25 96' C 24 26 27 29 5'-2* B 21 22 24 25 7 4'-1" A 44' 8 20 22 24 25 8'4' C 24 25 27 28 4'-10•' a 21 22 24 25 7.5 7-10' A 4'-1' 8 20 '22 24 25 r.r C 24 25 27 28 4'-r 'B 21 22 23 25 e T-7" A T-10' B 20 22. 23 25 'r-2' C 25 25 25 '28 44• B 21 '22 23 25 8.5 94' A 3'6• 8 20 22 24 25 6.10 C 25 25 26 '27 4•-1' B '21 22 24 25 9 T -r A 3--S 8 20 22 24 25 '.6'6"' C 25 25 26 '27 T-11" B 21 22 24 25 9.5 Td A Y-3- 8 20 '22 21 25 6'-r C 25 25 26 27 3'6' 8 21 22 24 25 12) 110 MPH EXPOSURE C - 30 3 B-0• A T-/0' A 18 25 27 28 13'6' C 22 28 30 32 8'6' B 19 25 26 28 3.5 F-10' A V-11• B IB 24 26 28 12'-1' C 22' 28 29 31 T6' 8 19. 24 26 27 4 F -(r A F -r 8 18 24 26 27 10-11• C 22- 27 29 .30 61-T B 19 23 25 27 4.5 54 ' A 5' S B 19 23 25 26 9-11^ C 23 26 28 30 6'-2' B 19 '7] 25 26 5 4'-10' A 5'-1' B 18 23 25 26 9-7' C 23 26 28 29 5'-r 8 19 23 24 26 5.5 Pd' A 416• 8 19 23 24 26 8'6" C 23 26 27 29 5'-r B 19 22 24 25 6 4-(r A 4°-3' B 19 22 24 25 r-10 C 23 25 27 28 4'-T '8 20 22 24 25 6.5 3'6' A 4'-0' 8 19 22 24 25 r4' C Z3. 25 26 4'6' B .20 22 23 25 T 3'-5- A Y-8" B 19 22 23 25 6'-11- C .23- 24 28 28 4'-r' 8 20 27 Z3 35 7.5 3'-r A T-45' B 19 22 23 25 8'6" C 23 24 26 27 3'-11' B 2D '21 23 25 e Y-0 A T-3' 8 19 22 23 25 8.7' C 23 24 27 '6- B 20 22 23 25 BS 7-1(' A 3'-1' 8 19 22 24 25 5'-10 C 23 24 5 27 3'S B 20 22 24 25 9 Y -r A 7-11' 9 19 X22 24 25 5'-r C 23 23 25 27 3'6' 8 20 22 24 25 105 MPH EXPOSURE C 30 3 r-0• A T-10"' A 18 25 26 28 146' C 21 28 29 31 35 6-10 A IY-11' 8 1B 24 25 27 12'-1' C 21 27 29 30 4 6.0• A Y -r B 18 '23 25 26 10-11' C 22 28 4.5 5 ". 4'-10 A A 5'6• 5'4Y 8 8 18 18 23 22 24 24 26 25 .11" C r ) _ 27. 2 5.5 6 44" 4Ar A A A 4'6' 4'r 4'-0' B 8 B 18 18 '18 22 22 22' 24 23 23 25 25 24 1 T 7C� 72 224`' 8.5 -1 3'6' 3'-5" A 3'4' 8 IB 21 yy•41 22 7.5 3'-r A 3'6^ 8 18 21 23 N C q24 iia ~. �. C 8 3 8 T-0' A TS B 18 21 23 24 ,- X 25 - EX�j ],O Da \ r{ BS 9 7-10' 2'6^ A A 3'-1' 7-11' B 8 18 18 2/ 22 23 71y 24 25 V 5'-/ IJ -, F ZAr _ 23 25 24 J 26'_ .Y . / 12) PRINTED ON 4/29/2009 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL. COVERS HIGH WIND AREA! IAPMO ES REPORT #0113 TABLE 3.1 0.042"x3'x8' Box Beam Detail L1 Double 0.042"x3'x8" Box Beam Detail L12 Double 0.032'x25x6:625` Box Beam Detail L' A Attached Freestanding or 28 Attached Freestanding or 8 Attached Freestanding or 31 33 Structure Mullis an Units 20, Structure Multis -an.Units 29 Structure Multis an Units GROUND TRIG MAX POST M47( 25 27 MIDI POST LENGTH MAX C 23 MA7IPOST LENGTH MAX 32 6-11" MAX POST LENGTH SNOW WIDTH POST REOD POST MIN FOOTER 6 I 10' I 17 POST MIN' FOOTER IT I 10 I iT POST NIN FOOTER 8', I 10 I 12 LOAD (FT) SPACING` FOR 3PACI POST 512E CONSTRAINED FOOTS SPACINGPOST 27 SRE CONSTRAINED FOOTS SPACING POST SIZE- CONSTRAINED FOOTS (PSE) 24 ON SLAB SLAB' (FT) TYPE 1d" "d 'H" b' IFT) TYPE 'S- "S 'd 'd' (FT7 TYPE b' V` 1d' 'd' 5 (FT) A 6-1' A lino (int (in) (in) 28 27 lin) (in) _ (in) . m) 24 27 lin) On (A) GN 2e 3 to -to' A 7-V A 19 25 28 29 i5'-? 8 23 29 31 33 10'-1' A 20, -25 27 29 LIVE 3.5 10'-2" A 6a' A 20 25 27 29 141.7 C 23 29 30 32 6-11" A 20 25 26 23 6' 4 6'-11- A TS' A 20 '25 26 28 17-10'- C 24 26 30 31 6'-11 A 20 24 26 27 T 4.5 T-111- A V-8* A 20 24 28 27 11'-9' C 24 27' 29 31 7'-4' A 20 24. 25 27 5 T-1" A 6-1' A 20 24 28 27 10-10' C 24 27 29 30 6-9" A -21 23 25 27 5.5 5'S" 'A 51A" A 20 24 25 27 1e'-11 C '24 26 28 '30 6.3" A 21 23 25 26 6 V-11' A 5'-3" A 20 23 25 26 9'-5' C 24 26 28 29 5-9" A 21 23 24 26 6.5 T-5" A 4'-10° A 20 23 24 26 8'-10 C 25 '28' 27 '29 5'S' A 21 22 24 26 7 F-1" A 4'-0" A 20 23 24 26 8'4" C '25 25 27 29 S'-1' B 21 22 24 25 7.5 4'-9' A 4'J' A 20 22 24 25 T-10' C 25 .25 27 28 4'4' B 21 22 24 25 8 4'-5" A 4'-0' A 20 22 24 '25 T-5' C 25 '25 27 28 4'-0" B 2122 23 23 25 8.5 4 '-2" A TAU` A 20 22 24 25 T-1" C 25 25 26 28 4' -0" B 21 22 24 25 9 31-11" A 7-T A 20 22 24 25 6'-9" C 25 25 26 .27 4'-r B 21 22 N 25 9.5 T-9' A 7.5' A 20 22 24 25 61S' C .25 25 26 27 3'-1P B' 21 22 24 25 10 :T -v A 7.3' A 20 23 24 26 6-T C '25 .25 26 27 74' B 21 23 24 26 11 1 7-2' 1 A _ 7-0' 1 A 1 20 1 23 25 26 5'-8" C 25' 25 25 27 -7-5' 1 B 1 21 1 123 25 26 120 MPH 20 3 11'-10' A 1-4' A 21 27 29 31 15'-9' 524 26- 31 32 34 101-1' A 21 27' 26 30 UVF 3.5 10-r A 6.3' A 21 27 28 30 14'-2' C 25 30 32 33 8'-11" A 21 26 28 29 6' 4 8'-11" A TS A 21 26 26 29 12'-/7 C -25 29 31 33 8'-1' A 21 25 27 29 T 4.5 r-11" A 66' A 21 25 21 '29 11' 11` C 25 29, 30 32 T-4" A 22 25 27 28 5 T -t' A 6'-1" A 21 25 27 28 117-10" C 26 28, 30 31 8'$ A 72 25 26 28 5.5 6-6" A S$" A 21 25 26 26 10-1" C 26' 28 29 31 9-7 A 22 24 26 2T 6 5'=11' A T -r A 21 24 I6 27 9'-5" C 26 27 29 31 S-9' A 22, 24 25 27 6.5 V-5" A *.Ur A 21 24 28 27 6-10" C 26' 27 29 30 5'-5' A 22 24 25 27 7 5'-1' A W-61 A 21 24 25 27 6-' C '26 Z7- 28 30 3'-T B 22 23 25 Z6 IS 4'-9' 'A 4'+3" A 21 23 25 26 T-10" C 26 26 28 70 4'-9' 8 22 23. 25. 26 6 4'-5' A 4'-0" A 21' 23 25 26 T -S" C 26 26 28 29 4'-6' B 22 23 N 26 8.5 4'-7 A 3'-1P A 22 23 25 26 T-1" C '26 26 27 29 4'-3' B 22 23 25 26 9 7+11' A 3'-T A 22 23 25 26 6-9" C '27' '27' 27 29 4'-1' B 22 23 25 26 '9.5 7A' A 3'-5' A 22 23 25 21 6-5' C 27 '27 27 28 3'-f0- B. 22 23 25 27 EXPMURE 1 20 3 111'-10' A 6.0' A 22 28 30 32 15'-7 B 26- 32 34 35 10-1' A 22 28 29 31 UVE 3.5 10-7 A 8'-3' A 22 28 29 31 14' -r C 26 31 33 35 8'-111' A 22 27 29. 30 6' 4 8'-11' A T-5' A 22 27 29 30 17-17' C 25 30 32 34 6-1' A 23 26 28 30 T 4.5 'T-11' A 8'A' A 22 26 28 30 11'-9' C 27 30 32 33 N" A 73 26 28 29 5 T-1" A 6'-1- A 22 28 26 29 10-10" C 27 29 31 33 64' A 23 26 27 29 5.5 6-5' A V-81 A 22 26 27 29 '10.1" C 27 29 31 32 6.3' A '23 25 I7 28 6 5'41" A 5-3' A 22 25 27 29 9'-5' C 27 28 30 -325$ 3'-9' A 23 25 27 28 6.5 5'-S A P-10" A 23 25 27 28 6-10' C 27 28 30 31 5-5' A 23' 24 26 28 7 T -I" A 4'-6" A 23 25 26 '28 11" C 28 28 29 315'-1' 3'-T B '23 24 26 27 7.5 f-9' A 4'a' A 23 24 26 28 'T-10' C 28 28 29 31 41$ B 24 24 26' 27 8 4'3" A 4'47 A 23 24 26 27 T -W C '28 28 29 30 4'4' B 24 24 25 27 8.5 4'-2" A T.10" A 23 24 26' 27 7-1' C 28 26 29 30 4'.T B 'Z4 24 25 27 9 3'-11' A 77T A 23 24 28 27 6-T C 28 28 28 30 4'-1' B 24 24 26 27 9.5 74' A 7.6' A 23 24 26 28 6'-61 C 28 28 28 30 3'-10' B 24 24 26 28 10 3'-T A T -r f A 1 23 1 25 26 _ 28 6-T I C 1 28. 28. 28 29 3'-8" B °24 25 26 28 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE''FREESTANDING OR ATTACHED,STRUCTURE 2- CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE_ SITE (PATIO UNITS .USE, 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A RAFTER FROM TABLES -1.1 TO 1.8 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. S. DETERMINE TRIBUTARY WIDTH FROM TABLE i4 OR. CALCULATE FROWTRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FRO_ M TABLE 3.1 THAT HAS ADEQUATE POST SPACING. 7: USE THE APPROPRIATE FOOTER SIZE SHOWN. IAPMO PAGE'NUMBER 13 OF 57 0.042"0011' Box Beam (Detail L1.) Double 0.042'x3"x8" Box Beam Detail L12 Double 0:032"x2'x6.625'.Box .Beam Detail TABLE 31 'Attached Freestanding or Attached Freestanding or Attached Freestanding or 17 Structure MullispenUnits Structure Mullispan-Units Structure- Multisoan.Units _ GROUND TRIG MAX 'POST MAX NM POST LENGTH MAXAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REO'D POST MIN FOOTS V I 10' I 1T POST MIN ' I 10' I 1T' POST MIN DOTE B' I 10 I 17 LOAD (FT) SPACINGFOR SPACINGPOST SIZE CONSTRAINED FOOTER SPACI NSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOO7'E (PSF) ON SLAB SLAB (FT) TYPE 'd' 'd' "d' 'T (FT) ddd(FT) TYPE '11' "d' "d' 'd' La (FT) (int (i) tin) (in) n) GN lin) in) (in) Gn% lin) 40 3 6'4" A 6'-7 -B 17 21 zs z7 - 1r-0' c 20- 27 29 30 6•-10- a 17 z4 25 27 5' 3.5 5'-T A Y-5" B 17 23 25 26 9'-9" C 21 25 28 29 6'-0' 8 16 23 25 26 6' 4 4'$ A 4'-10' 6 17 Z3 24 26 T-9' C' 21 26 27 29 5'4" B 18 22 24 25 T .4.5 4'-0" A 4'-" B 17 22 24 25 'T-71' C 21 25 27 28 4'-10' B 18 22 24 25 5 3'.T A 3'-11' B 17 22' 24 25 7'-3" C 21 25 26 28 4'-5" B 16 '22 23 35 5.5 T-3' A 3'4T B d7 22 23 25 6-9" C 21 N 26 27 4'-1' a 18 21 23 24 6 3'4' A 3'4' B 17 21 23 24 6'-3' C 21 24 26 27 3'-9' B 18 21 23 24 6.5 11-9' A 7-1" a 17 21 23 24 NOW C 21 24 25 27 3'-6" B Is 21 23 '24 1 7,T' A 2-10" 9 17 21 23 24 5-5' C 21 23 25 26 3'-T B Is 21 23 24 7:5 Z., A T -r a 17 21 23 25 5'-r C, 21 23 25 16 T-1' B 16 21 M 25 8 7-3" A 7-V 8 '17 22 23 25 4'10- C 22 23 24 26 2'-10' a is 22' 23 25 8.5 2'-1' A 74' B 17 22 24 25 4'-T 'C 22 23 24 25 2'-8" B 18 22 24 25 80 3 4.,1" A 4'4- -B 15 Z2 24 YS 8'-O" C 18 25 Z7 28 1'-11' B 16 2Z 24 25 5' 3.5 '74' A. 3'-9" B 15 22 23 25 T-1" C- 19 25 26 28 4'-3' B 16 22 23 25 6' 4 3'-0' A 3'4- B 15 21 23 24 673" C 19 24 26 27 3'-9' B 16 21 23 24 T 4.5 7 $ A 3'-0' B 15 21 23 24 5.8" C 19 24 25 27 7-5' B 16 21 22 24 5 7-5' A 7.6" B 15 21 22 24 S=T C' 19 23 25 26 3'-1- B 16 20 22 '23 5.5 ?4' A. 7S B 15 20 22 23 4'9" C 19 23 24 26 TAW B 16 20 22 23 6 7-0" A 7.3° B 15 21 22 24 4' T. C '.19 22 24 25 7-7" 8 16 2122 24 6.5 1'-10" A 7-r 'B 15 21 23 24 4'-1' C 49 22 24 25 7-5' B 16 21 23 '24 7 '-7' 1' A 1'-11" B 15 21 23 24 7.10" C 19 '22 23 25 2'-3' B _16 21 23 24 OVER- WANG Freestanding 'Structures UPGRADE THEPOST IF THE HEIGHT IS NOT SUFFICIENT Amerlmax Building Products TABLE 3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN. ATTACHED STRUCTURES. PROJECTION OF SINGLE SPAN STUCTURES (FT) Max POST Fooling Height 8' 7 10 11' 1? _1T 14' 15' IT 1T Ie' 19_ 20' 21' 22• a 4- 4.5' 5' 5.5` 6 6.5' 7' 7.5' S' `8.5' 6 9.5' 10' 10.5' 11' I. 4.5' 5' 5.5' 6' 6.5' T 7.5' 6 8.5' 9 9.5' 1(r Io.T 1F 11.5' 7 6' 5.5' 6' '6.5' 7' 7,5' 8' 8.5' 9, '9.5' 10' 10.5' 11' 11:5' 17 7 5.5' 6' 6.5' T .7.5' 8' 8.5' 9 9.5' 10 10.5' 11' 11:5' 17 12.5' 4' 6' 6.5' T 7.6 C 8.5' 9' 9.5' 10 10.5' 11' 11.5' 17 12.T 17 5' 1 6.5 T 17.5' 6 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 17 12.5 13' 13,T TABLE 3.4 Post Requirements for Freestanding 'Structures UPGRADE THEPOST IF THE HEIGHT IS NOT SUFFICIENT Amerlmax Building Products Post Description Maximum Max POST Fooling Height 0.041'x3"x3' Steel Clover d= 23" 1Z D _ 0.041"x3'x3' Steel Clover d= 23" B' E 3/16'x3'x3'Steel :Square d= 32" 15' F 3116"0'X4"-Steel'Square d= 38" 18' G 5/16'x41,4' Sleet S,are d - 42" 18' H 8. FOR SINGLE SPAN ATTACHED UNIT USE THE,POST SHOWN UPGRADE THEPOST IF THE HEIGHT IS NOT SUFFICIENT Amerlmax Building Products FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 5208 Tennyson Parkway 9. FIND THE OIC SPACING "OR -III OF FASTENERS FORATTACHING TO WALL FROM TABLE 7.6 Plano, Texas 75024 10. USE THE APPROPRIATE DETAILS 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L7 AND L2 ON'SHEET M_ 5 Carl Putnam. P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB T. DETERMINE MAXIMUM POST SPACING ON _SLAB FROM TABLE 3.1 Lynchburg, VA 24563 SLAB S. USE THE 'SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING earlputnam@comcasLnel SLAB 9. FOLLOW 9.14 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON'SHEET M3 FOR SLAB REQUIREMENTS' INSTEAD OF- THESE 'TABLES SLAB71. CHECK TABLES SLA81'AND SLAB2ON M5 FOR CORNER DISTANCE,REQUIRMENTS., - -12) 4/27/2009 JU PRINTED•ON 4/2912009 LATTICE COVER 3.0 POSTSPACINGSFOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA'. IAPMO ES REPORT #0113 IRE 10 12 Ga.3'xB" Slee( C Beam (Detail L18) 16 Ga 3'x8" Slee( C Beam (Detail L18) Double 12 Ga 3'x8' Steel CBeam Detail'L8 . TABLE 3.5 Attac,a , reeslan- 1 g,or Altacha Freestanding or Attached Freestanding or 26 Structure Mullis an, Units Stricture Mullis an Units Structure IiAultispan Units GROUND TRIG MA% POST MAX MAX POSTLENGTH MAx MAX PO MAX MAX POST LENGTH SNOW WIDTH POST REDO POST MIN FOOTER 8' I IT I 16 POST MIN FOOTER 6 I 17 I '18' POST MIN FOOTER 8' I 17 I 16 LOAD (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS (PSF) ON SLAB SLAB (FT) TYPE "0" 'd" 'd' "d` (FT). TYPE -C 'd' "d" "d" (FT) TYPE V' "d" 'd" "d' (FT) (in) (in) Un) I. On On) (in) (in) (in)UN (in) I. IRE 10 3 22'4" A 37-0" 8 26 33 37 40 2B-7- 8 26 32 36 37 30'-0' B 2B 33 37 41 LIVE 3.5 191•5" A 301-0" C 29 33 37 40 244' 8 27 32 35 36 30'-0" C 29 33 37 - 4 t 7'-9' A 29-5" C 30 33 37 40 27-V B 28 31 34 35 30'-0' C 30 33 37 41 4.5 15'-1" A 264' C 31 73 36 39 201•9' C 28 30 34 35 30'4r C 32 33 37 41 5 131-T A 2r -r C 32 32 36 39 191=4" C 28 30 33 34 30'-0" C 33 33 37 41 5.5 174• A 26.7" C 32 32 36 38 1B'•1" C 29 29 33 34 301-01 D 34 34 37 41 6 111-0 A 25'-10" C 33 '33 36 38 171.0" C 29 29 32 34 30'-0' D 35 35 37 40 6.5 10-5" A 25'•3' D 34 34 35 37 16'-0" C 29 29 32 33 30'-0" D 36 36 37 40 7 94-' A 24'-T D 34 34 35 37 15'-T C 29 29 32 33 30'-0" D 37 37 37 40 7.5 9-1"' 'A 24'=1" D 35 35 35 37 14'-5' C 29 29 31301-0'0 32 29-T 0 37 37 37 40 8 64" A 27-r D 35 35 35 36 13'-9- C 30 30 31 _ 29'+5" D 35 36 33 40 8.5- 6-0" A 23'-7' D 36 36 36 98 13'-7' C 30 30 31 32 28'-10" O 39 39 39 39 9 2"4' A 274" 0 36 36 36 35 17-T C 30 30 30 31 214' D 39 39 39 39 9.5 T -T A 22'-2" O 37 31 37 36 12'•1" C '30 30 30 '31 27'=10' D 40 40 40 38 D 10 6.9" A 21'-5" D 37 37 37 35 1118' C '30 30 30 31 22"-5' O 40 40 40 39 C I1 6-T A M -T D 31 37 37 _ 101=10• C ,30 30' 30 31 26'-7" 0 41 41 41 38 12 Ta' A 19A" 0 38 36 38 35 16-0" C' 30 30 30 30 Z5'-10' O 42 42 42 38 194' 13 5'-2' A 16.1' D 38 .38 38 31 9-3" C 30, 30 30 31 25'-3' E 42 42 42 311 In MPH FXPD91IRE I 10 3 27.8" A 30147' B 28 34 38 40 25'-101 B 27 33 76 37 30'-0• B 28 3r 38 41 LIVE 3.5 79-Y A 29'-101 C 30 34 38 40 244" 6 .28 32 35 36 30'-0' C 30 34 38. - 4 12"-0" A 28'-i' C 31 34 37. 40 22'S' B 28 32 35 35 30'-r C 31 34 38 41 4.5 15'-1" A '27-7- C 32 33 37 39 2014r C 29 31 35 35 W.O. O 33 34 38 41 5 13'-T' A 26'$' C 32 33 37 39 19_4" C .29 31 34 34 39-0• C 34 34 38 41 5.5 174" A -251 -Ir ' C 33 33 36 38 IVA" C 29 30 34 34 36-0" D 35 35 38 41 6 11'4" 'A 25'-7' C 34 34 36 38 17'4" C 30 '30 37 34 301-0" D 36 36 '38 40 6.5 IT -5" A 24'-6" C 34 34 36 37 164r C 30 .30 33 33 3014" D 37 37 38 40 7 94• A 23'-I1' O 35 35 36 37 15'-2' C 30 30 32 33 29.10' D 38 38 38 40 75 9-1" A 23'-5" D 36 36 36 37 1413" C 30 30 32 32 29-T 0 38 38 38' 40 8 64' A 22'-11' O 36 36 36 36 13'-r C 30 30 32 32 28'-T D 39 39 39 40 5.5 6-0• A 22'-6' D 37 37 37 98 13'-2" C 31 31 31 32 2B'-1• D 39 39 39 39 9 r -r A 27-1" 0 37 37 37 35 17-T C 31 31 31 31 22"-T D 40 40 40 39 9.5 2"-7' A 21'4" O 38 38 38 36 12'-1" C 31 31 31 '31 27'-1" 0 40 40 40 38 D 10 8'18' A 21'4' 0 38 38 38 35 11'4- C 31 31 31 31 2614' O 41 41 41 39 C 11 6'-2" A 29-21 D 38 3838 32 _ 10'-1r C 31 31 31 31 25'-10• O 42 42 42 38 12 514" A 19.1• 0 39 39 39 35 10'4' C 31 '31 31 30 25'-7 D 47. 43 43 38 194' 13 S -T A 18'-1• D 39 39 39 31 .9-3" C 31 31 31 31 12"4' O 43 43 43 311 F11P7L91 IRF r 20 3 11'-101 A W-101 C 27 32 36 40 12"4" C 23 29 33 37 30'-0" D 28 33 37 41 LIVE as 19-T A 25'-r O 28 32 35 40 15'-10" C 23 29 32 36 30'-0" D 29 33 37 41 4 ,8',11" A 24'-5" D 28 32 35 40 14'41" C 24 28 3136 35 30'4" D 30 33 37 41 4.5 71.11" A 23'•S D 29 31 35 39 131-2' C 24 '27 31 35 29-T 0 31 33 37 41 5 Rf' A 27-T' D 30 31 '34 39 17-r C 24 27 30 34 28'4" D 32 33 36 41 5.5 6.5' A 20'41" D 30 30 34 38 11'-3' C 24 27 30 34 22"4" D 33 33 30 41 6 5'-11"A A 19'-r D 30 30 33 38 10-T C .26 26 29 34 26'-1r o 33 33' 36 40 6.5 5'-5" A 16-9" D 31 31 33 37 94• C '25 26 29 33 26'-T O 34. 34 36 40 7 VA" A 12" -Ir D 31 31 33 37 9-1" C 25 '25 28 33 2514• E 35- 35 35 40 7.5 4'4" A Ir.1• D 31 31 32 37 64" C 25 25 28 32 24'-11" E 35 35 35 40 8 4'-5• A 164" D 31 31 32 36 T-11" C 25 25 28 32 2415" E 36' 36 36 40 8.5 41-2" A 15'4' D 31 31 32 98 2"4" C 25 25 27 32 27.11' E 36 36 36 39 9 3'-11" A 15'-1" D 32 32 32 35 T-1" C 25 25 27 31 23'S" E. 37 37 37 39 9-5 74" A lf-r D 32 32 32 36 6'4"- C 25 25 27 '31 2342" E 37 37 37 38 D 10 74' A /4'-0" O 32 32 32 35 64" C 25 25 27 31 274' E 37 37 37 39 C 11 7.2" A 13'-T D 32 32 32 35 VAT C 25 25 26 31 20'-7- E 37 37 37 38 12 7.11' A 174" D 33 33 33 35 5'4" C 25 25 26 30 34 E 38 38 3a 38 194' 13 74' A 11'4' D 33 _ 33 33 31 4'-11" C 25 ZS 28 31 12"4' E 30 38 38 311 IAPMO PAGE NUMBER 14 OF 57 25 12 Ga3'> 8" Steel C Beam Detail.L18 16 Ga 3'xB' Steel C Beam. Detail L18 Double 12 Ga 3'x8' Steel C Beam (Detail LE TABLE,3.5 Attached Freestanding or Attached' Freestanding or Altadhed Freestanding or 26' SWcture Mullispan Units Structure Mullis n. Units, Structure Multis an Units GROUND TRIG MAX' POST MAX MAXPOSTLENGTH MAX POSTLENGTH MAX MAX POST LENGTH MAXTd-. SNOW WU3TH POST REDD POST MIN FORTE 8' I 17 I 18' POST '8' I 17 I 18' POST MIN DOTE B' I 17 I 16 LOAD (FT) SPACIN FOR SPACING POST SIZE CONSTRAINED FOOTER SPACI CONSTRAINED FOOT SPACIN POST 512E CONSTRAINED FOOTS_ (PSF) ON SLAB SLAB (FT) TYPE 'd" "d' 'Cr "d' (FT) "d" 'de "d" (FT) TYPE 'd' "d' "d" "d' (FT) Pn) (in)hnl lu•) (in) lin) (In) (in) (k1) (in) (in 25 3 9-7° A 28•-S D 26' 32 36 40 /T-1' C 23 29 32 J7 30'0' D 28 33 77 41 3.5 8'-2" A 25'-1" 0 27 32 35 40 154" C 23 28 32 36 30'4r D 29 33' 37 41 4 T -T. A 241-0" D 28 31 35 39 17.10' C 23 28 31 35 30'-0" D 30 33 37 41 L5 6'4" A 23'-0' D 29 31 35 39 174" C 24 27 .70 35 26.1" D 31 33 37 41 5 5'-r A 21'-7' 0 29 31 34 39 11'-9" C 24 21 .w 34 26-P E 32 33 36' 41 5.5 5'-2"' A 20'-3' D '30 30 34 38 101-11' C 24 26 29 34 271$ E' 33 33 36 40 .6 41•r A 19'•2" D 30 30 33 38 10'•1" C 24 26 29 33 26.5' E. 33 33 36 40 6.5 4'-5" A 18'-2" 0 30 30 33 37 74• C 24 25' 29 33 251-T E 34 34 36 40 7 P-1" A 72"41 0 30 30 73 37 2"4" C 24 25 28 32L25t. 25'-1' E' >t 34 35 40 7.5 T -1r A 161-2" 0 31 31 32 37 6-10, C 24 25 28 32 24'-W -E 35 35 35 40 8 7-T 'A 151•10" D 31 31 32 36 65• C 24 24 27 32E 24.4" E 35 35 35 39 8.5 3'4" A 15'•7 D 31 31 32 36C Lrr C 24 24 27 31 23'4" E 36 36 36 39 9 3'-T' A 14'-T D 31 31, 31 36 518" C 24 24 27 31 27.1" E 36 36 36 39 .9.5 3'•0" A 14'-1" D 31 31 31 35 G 24 24 27 3i 27.7' E 37 37 37 39 25 3 �6-T A 26'4• D 27 33 37 41 12"-1' C 24 30 33 38 '30'-0- D 28 34 38 42 3.5 6-T A 251•1" 0 28 33 36 41 154' C 24 29 32 37 W -W '0 30 34 .38 42 4 7'-2" A 24'-0' '0 29 32 36 40 73'•16" C 24 28 32 36 30'-M 0 31 34 38 42 4.5 6'4' A 23'-0" 0 30 32 '35 40 174' C 24 28 31 38 29'-1' 0 32 34 37 42 5 5'-9' A 21'-7" 0 30 31 35 39 11'•9' C 25 27 '31 35. 26-11' E X33 33 37 42 5.5 T-2" A 20'-3- 0 31 31 34 39 101-11' C 25 27 30 35 2T,T E 34 34 37 41 6 4'4• A 19'-2•0 0 31 31 34 39 '101-1" C 25 26 30 34' 26-5' E 34 34 77 41 8.5 4'-5" A 18'-2" D 31 31 34 38 94• C 25 28' 29 34 25'-r 'E 35 35 36 41 7 4'•1• A 12"41 0 31 31 33 38LB"� 2"4" C ZS 28' 29 33 25'-1' E 36 38 38 41 •7.5 7=1r A IT-?" D 32 32 33 37C 6-10, C 25 2528 28 33 24'-W E 36 36 36 41 e 7-T A 15-10' D 32 32 33 37C 65• C 25 25 28 33 24.4" E 37 37 37 40 8.53'4• 7-101 A 151.2" D 32 32 32 37C 6-0" C 25 25 28 32 23'4" E 37 37 37 40 9 7-2- A 14'-T 0 32 32 32 37C 518" C' 25 25 27 32 27.1" E 38 38 38 40 9.5 7-0• A 14'-1'- 0 33 33 33 36 C .25 25 27 32 27.7' E 38 38 38 40 30 3 VC* A 24'-101 0 27 32 36 41 15'-1' C 23 29 32 37 30142" 0 26 34 38 42 3:5 6.101 A 23'-7- 0 28 32 36 40 17S C 23 28 32 36 29'-8' O .30 34 38 42 4 61.-W A 22'-3" O 26 32 35 40 17-r C 23 28 31 35' 2ir-W 0 31 33 37 42 4.5 574' A 20'4" 0 29 31 35 39 11'-11 C 23 27 30 35 22"4' E 32. 33 37 41 5 4'-1r A 174' 0 29 31 34 39 l0' -T C 24 27 30 34 26'-6' E 32 33 37 41 5.5 4.4' A 18'-T 0 29 30 34 38 9'-3" C 24 26 29 34. 25'-7• E 33 33 36 41 6 41-01 A 17'-1" 0 30 30 33 38 818• C 24 26 29 33 24'•10' ,E 34 34 38 41 6.5 3.4" A 16'-3' D 30 30 37 37.2".-101 C 24 25 28 33 24-7 E 34 34 36 40 7' 3'4• A 15'-S 0 30 70 32 37 2"4" C. 24 ZS 28 32 23'•7" E 35 35 35 40 7.5 T-2" A 1414" D 30 30 32 37 6-10, C 24 24 28 32 27-1" E 35 35 35 40 8 T -al A 14'-11 O 31 31 32 36 65• C 24 24 27 32 27-2" E 36 36 36 40 8.5 7-101 A 1314- O 31 31 32 36 6-0" C 24 24 27 31 214' E 36 35 35 39 9 1 74` 1 A 17-11• E 31 31 31 36 518" C' 24 24 27 31 29.2- E 30 36 :36 '39 105 MPH EXPOSURE C _ 30 3 6-0' A 24'-10' D 26 132 35 40 15'-1" C 22 28 32 35 3.5 6-1r' A 23'-T D 27 31, 35 39 13'-8' C 22 28 31 35' 4 64T A 27.31 D 27 31 34 39 17-2' C 22 27 30 34 4.5 5'4" A we D 28 30 34 38 '11'•1' C 23 26 30 34 5 4'-101 A 194' D 28 30 33 38 1r-2' C 23 26 29 33 PU r, - 5.5 44' A 18'-2' D 29 29 33 37 9.3- C 23 25 29 33 x_(10 vQJ'-sem 8 4'-0" A 1F-1' 0 29 29 32 37 8'4" C 23 25 28 32 y 6.5 3'4' A 16'3' 0 29 29 32 36 T-lr C 23 25 26 .32 T Y-5" A 15'3" D 29 29 32 36' 2"4'C 23 24 27 32 �_ 13 Z5' 7-2' A 14'-r D 30 30 31 76 6-10' C 23 24 27 31 IX - 83'-0" A 14'-1' D 30 3f1 31 35 8'-51 C 23 24 27 31 8.5 7-101 A 1314' 0 30 >0 31 35' 642" C 23 23 26 31 9 74" A 17-11' E 30 30 31 35 6.81 C 23 23 28 30 it)? P PRINTED ON 4/29/2009 LATTICE COVER 3.0 POST SPACINGS FOR PATIO 'ROUND -TRIG 11" POST MAx SNOW WIDTH POST RE OO POST MIN FOOTS LOAD (FT) SPACING FOR S. POST SRE (PSF) I I ON SLAB I SLAB I (FT) � TYPE IAPMO ES REPORT #0113 1 Detail L18 16 Ga3"i8" Steel C Beam.(Detail L18 Double l2'Ga:3"x8" Steel C Beam,(Detail 1-8) vestanding or 26'-10" Attached Freeslanding or 33 Attached Freestanding or ullis an Units C .Structure IMullispan Units 33 Structure Mullis an Units MAX POST LENGTH MAX 34 38 MAX POST LENGTH MAX 3.5 1o•r MAX POST LENGTH a' I 17 I 18• POST MIN FOOTER a' I 17 I IIr Pos-1 MINLF-TER C 8' ' 17 I 18')NSTRAINED FOOTS SPACI POST SIZE CONSTRAINED FOOTS SPAC POSTCONSTRAINED 38 FOOTS -d' "d' -d- IFT) TYPE "If"d' 'd' -d' TFT) TYPE' 32 b" 'd' 'if9n) .(in) (in) 144- C lint (in) (int (m) 32 36 ) lint (in) (in) 31 34 38 42 T 4.5 T-11" A 27.5" 20 3 11'-10" A 26'-10" C 27 33 37 41 1T-9" C 24 30 33 38 3&-W D 28 34 38 42' LIVE 3.5 1o•r A 255E O 28 33 36 41 15'-10" C 24 29 33 37 30'-0" D 30 34 38 42 v 4 V-11" A 24'-5" -O 29 32 36 40 144- C 25 ' 29 32 36 3o4" O 31 34 38 42 T 4.5 T-11" A 27.5" 0 30 32 35 40 13'-2" C' 25 28 31 36 29-7- D 32 34 38 42 5 T-1" A 27-r O 31 32 35 40 17.2' C 25 28 31 35 28'A" D 33 34 37 42 5.5 6-5" A 20'-11' 0 31 31 35 39 11'•3' C 25 27 30 35 2r -r D' 34 34 37 42 6 5'-11" A 19-9" 0 31 31 34 39 10'-7" C 25 27 30 34 26-10" D 35 35 37 41 8:5 5'-5" A 18'-9" 'D 32 32 34 38 9-9" C 25 26 29 34 26'3" 0 35 '35 37 _ 41 7 5-1" A 1T-10" 0 32 32 34 38 9-r C 25 26 29 34 25'-6" E 36 36 36 41 7.5 4'-9" A 1T-1" 0 32 32 33 38 F -V C 25 26 29 33 24'41' E 36 36 36 41 8 4--5' A 16'-4" 0 32 32 33 37 r-11" C 25 25 28 33 24'•5' E 37 37 37 40 8.5 4'-2" A 15'-9" D 32 32 33 37 714" C 25 25 28 32 25-11" E 37 37' 77 40 - 9 Y-11" A 15'-1" D 33 33 33 37 T-1" C 25 25 28 32 23'-5- E 38 38' 38 46 9.5 5-9" A 14'S D 33 33 33 36 6-11" C 25 25 27 32 231-0" E 38 38 38 40 10 P4" A 141-0" D 33 33 33 36 64" C 25 25 27' 32 22'4" E 39 39 39 40 11 3'-r A. M2- 1 0 33 33 33 36 11 5-10' C. 25 25 1 27 31 11 20'-T E 1 39 1 39 1 39 1 39 20 3 11'-10' A 28140" C 29 35 - 3843 45 ITA" C 25 31 35' 40lo-0' '3V -V O JO 35 39 N LIVE 3.5 10'-2" A 2SS D 30 34 38 43 15'-10' C 26 31 34' 39 30'4" D 32 351 39 04 v 4 8'-11" A '24'-S" D 31 34 38 42 14'4" C 26 30 33 38 W. -O" O .33 35 39 44 T 4.5 7'-11" A 25-5" D 32 33 37 42 13'-2' C 26 29 33 37 29'-T D 34 35 39 44 5 T-1" A :27-T D 32 33 37 41 12'-2" C 27 29 32 31 Wv 0 35 35 39 44 5.5 BA" A 20'-11- D 33 33 36 41 11'-3" C. 27 26 32' 36 2T-8' D 36 36 39 43 6 5-11" A 1V4r D 33 33 36 40 to -r C 27 28 31 36 26.10" D 37 37 38 43 6.5 51-5" A 16.9' D 33 33 35 40 94" C 27 27 31 35 26'-2' D 37 37 38 43 7 51-1" ,A 1T-101 0 34 34 35 40 7-1" C 27 27 30 35 25'fi E 36- 38 36 43 7.5 4'4" A 1T-1" 0 34 34 35 39 6-8" C 27 27 30 35 24'-11" E 39 39 39 42 8 4'-5" A 1614" D 34 34 34 -39- T-11- C' 27 27 30 34 24'S E. 39 39 39 42 8:5 412" A 15'-8" 0 34 34 34 39 7-8" C 27 27 29 34 23'-11"' E' 40 40 40 42 - 9 T-11" A 15'-1- 0 35 35 35 -38 T-1" C 27 27 29 34 23'-S' E' 40 40 40 42 9.5 1 5-r A I 14'4" 0 35 35 35 38 BS C 27 1 27 29 1 33 Z3'S E 41 1 41 1 4/ 1 42 20 3 /t'-10" A 26'-10" C 31 36 40 45 1T4- C 27 33 36 41 '3V -V D 32' 37 41 46 LIVE '3.5 10',-2" A .25-r -0 32 36 39 44 15 -IT C 27 32 36 40 304" 0 34 37 41 48 v 4 8'-11" A 24'-5" 0 33 35 39 44 14'4" C 21 31 35 40 30'-0- D. 35 37 41 46 T 4.5 T-11- A 25.5" 0 34 35 39 M 13'-2" C 29 31 34 39 29'-7' D --36. 37 41 46 s '7-1" A 27-r U 34 34 38 43 1rrr C 28 30 34 38 W.S. It 37 37 41 46 5.5 V-5" A 20'•11' D 35 35 30 43 11'-3" C 28 30 33 38 27'4- D 38 38 40 45 6 5'-11" A 194" D 35 35 37 42 to -T C 28 29 33 37 26'40' D .39 39 40 45 6.5 S-5" A 164' D 35 35 31 42 9-9' C 28 '29 72' 37 263" 0 39 39 40 45 7 V-1' A 11-117'' 0 30 36 36 41 7.1- C 28 28 32 36 25'S E 40 40' 40 44 7.5 4'A" A. 1T-1" D 36 36 36 41 6S' C' 28 28 31 36 24`-11' E 41 41 41 44 a '4'-8" A 16'4" D 36 36 36 41 T=11- C' 28 28 31 36 24'-S- E 41 41 41 44 8.S T -T A 13-6" D 36 36 36 40 T4" C 28 2a 30 35 23'-11" E 42 42 42 44 9 T -i t" A 15-1- D 37 37 37 40 T-1" C 28 28 30 35 23'-6" E 42 42 42 44 9.5SS A 14.4" D 37 '31 37 40 F -v' C 28 28 30 35 231-0"44 43 43 43 M I. 3_ a A D 37 37 37 39 64" C 2B 28 30 34 27S E 43 43 _ 43 43 1. CHOOSEFREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT, 3. DETERMINE WIND AND LIVE ORSNOWLOADOF STRUCTURE SITE '(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE20PSF MIN) 4. CHOOSE A RAFTER FROM TABLES 1.1 TO 1.8 THAT HAS ADEQUATE CLEARSPAWFOR'YOUR NEEDS. .5. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE -3.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATEEFOOTER SIZE SHOWN. IAPMO PAGE NUMBER 150F 57 I In MPH FXPr1611RF D. 40 - 12 Ga.3"x8" Steel C Beam Detail 1-18 16 Ga.3'x8"'Steel C.Beam(Detail L18) Double 12 Ga 3"XB"-Steel C Beam (Detail LE TABLE 3.5 Attached Freestanding or Attached Freestanding or Attached Freestanding. or 26' Structure Mullis an Units SWcture Mullis an Units _ Structure Mullis an Units GROUND TRIO MAX -POST MAX MAX POST LENGTH MAX LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REO'D POST MINFODTE r I 12- I it POST MIN 17 I '1a' POSi17 119 LOAD IFTI SPACI FOR SPACI ,POST 'SIZE' STRAINED FOOTER JIIAXOST SPACI POSTAINED FOOTS SPACI POST SIZE CONSTRAMED FOOTS(PSF) ON SLAB 'SLAB (FT) TYPE d-. b" "d. 'd' (FT) TYPE'd' -d- (FT) TYPE '"d' 'd' "d' "dfFTI 42 (in)lin) lin/ In) UM lin) (inj - (in) (in) (in) I In MPH FXPr1611RF D. 40 - 3 `9-1- A 27.5- D 26' 32 35 40 12-J" C' 21 28 31 -35 28'-5" D 28 33 31 42 5' 3.5 5'-7' A 20'4" D 26' 31 34 39 10-11" C 21 27 30 35 2r4r E 29 33 37 41 v 4 4'-6" A ir-.81 D 21 30 34 38 94" C 22 '26' 29 34 25=10" E 30 33 36 41 T 4.5 4'-0' A 171J" D 27 30 33 36 S -T C 22 26 29 33- 24'•10- E 31 32 36. 41 5 5.7" A 16'-1" D 27 29 33 37 T4" C- 22 25 28 33 24'-0' E 31 '32 36 40 5.5 5.3" A. IVA" O 28 29 32 37 T-1" C' 22 25 28 32 25-r E 32 32 36 40 6 '3'-0' A 141-2" D 28 29 .32 36 9-r C 22 24 27 32' 27-7' E 33 M 35 40 6.5 7-9' A 13'•5" 0 28 28 32 36 6S 'C 22 24 27 31 21'•2" E 33 33 35. 39' 7 '7.7" A 17-9" E 28' 28 31 aft S -T C 22 Z3 27 37 1VS E 33 37 34 39 7.5 7-5" A t7-1" E' 29 29 '31 35 S -T C 22 23 26 3118'-5" E 33 33 34 78 a 7.3" A 111•7" I E 29 29 31 35 4'-10" C 22 23 26 31 1T4" E 33 33 33 38 8.5 7.1" I A 11'-1" E' 29 29 30 35 4'-7" C 22 23 '25 30 164" E 33 33 33 37 60 3 4••1" A' V-5' D 24 30 33 3a 6A' C 19 26 29, 33 24'-10" E 21 32 35 41 5' 3.5 54" A 15'S O 24 29 '33 37 T-8" C 19 25 28 32 25•T' E 28 32 36 40 v 4 3'-0" A 14'4" 0 24 29 32 36 6'-T C 19 '74 27 32 27-7- E 29 32 35 40 T 4.5 7S A 15-r E. 25 28 3136 &5 5'-10' C 19 24 27 31 20'-r E 29 31 35' 39 5 7-5" A 17-3" E 25 26 31 35 53" C 19 23 25 31 164" E 29 30 34 38 5.5 2'-2" A 11'-5" E 25. 27 30 35 4'A^ C 19 23 '26 30 TTL' E 29 30 33 38 6 T -O" A 101-8- E 25 27 30 '34 4'4" C 19 22 25 30 IT -T -E 29 29 33 37 8.5 1'-10" A 10'-1" E 26 25 30 34 4'S C 19 2225 30 14'-5"' E 29 29 32 36 7 1 1'-9" I A _ 9-T I E 1 28. 1 26 1 29 1 34 11 3'-9- I C 1 19 1 22. 1 25 1 30 11 13-5" I E 1 29 29 1 32 1 38 OYER- HANG Post Description Maximum Foolin Max t!2!& 'POST TABLE 33 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES- PROJECTION OF SINGLE SPAN STUCTURES (FT) 12' D 0.0411;50'. Steel Clover d = 23"' FT - '8' _9 _ IT 11' 17 15 14' 15' 16' 1T Is, 19 20 21' 22' 0 4' 4.5' 5' 5:5' 6 6.51 T 7.5' 8' 8.5' 9 9.5' 19 10.5 11' 1'- 4.5` 5' 5.5 & 6.5' T 7.5' 8' 8.5' 9 9.5' 10 10.5' 11' 11.5' T S' 5.5 v 6.5' T 7.5' 8' 8.5' 9 9.5' IT 10.5' 11' 11.5 17 3 5.T 6' 6.5' 7' 7.5' S' &5' 9' 9.5' 10' 10.5 17' 11,5'. 17 115' C. 6' 8.5' T 7.5' 6 8.5' V 9.5'. 10 /O.S 11' .17.5' 17 12.5' 13' 5' &5 T LS' & 8.S 9 .9.5 10' 10.5' 11' 11.5 17 12.5' IT 13.5', TABLE 3.4 Post, Requirements for FreestandingStructures: Post Description Maximum Foolin Max t!2!& 'POST 0.041' 3"x3' Steel Clover d = 23" 12' D 0.0411;50'. Steel Clover d = 23"' Ir E- 3/16"x3"x3"Steel Square d= 37' 15' F 3/16'x4'z-4 Sleet S uare: d = . 38" 18' G 5M6"X4'ir4"SteelSquare d = 42" carlputnam@comcasLnel lWlb-X4-X4- bleat 5gDare S. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN _ I la- ji- H I UPGRADE THE POST IF THE,HEIGHT IS NOT SUFFICIENT Amerimax Building Products FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 5208 Tennyson' Parkway 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Plano, Texas 75024 10. USE THE APPROPRIATE DETAILS 11-. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES Lt AND.12 ON SHEET MS Carl Putnam, P: E FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 IwU.k Place SLAB 7. DETERMINE MAXIMUM POST SPACING ONSLAB FROM TABLE 3.5 Lynchburg, VA 24503 SLAB 8..USE THESMALLER-OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcasLnel SLAB 9 -FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES SLAB11.'CHECK TABLES SLAB1 AND SLAB2 ON M5 FOR'CORNER DISTANCE REOUIRMENTS. 4/27/2009 . JUN 17 2009 L1 HEADER (3004-1-136 ALUM. ALLOY) FOUR #1 44* -N, E TABLE LOW FDR CHEDULE BRACKET USED W\2' X 6 1/2' RAFTERS © RAFTER do SIDEPLATES (3004-1-136' ALUM. ALLOY) • L4 POST (3105-H26 ALUM. ALLOY) RAFTER TO HEADER 1 8' BRACKET BRACKETSS 6063T6 ALUM ALLOY T--0.060' O BRACKET USED W/ 3'x8' AND 3'x3' RAFTERS ` LATTICE TUBES Alkrvable 1.5'x1.5' 23. 0/c Ardlh 2'x2' E4' o/c Hind 3'x3. 26' o/c D18' YN MAX SPACING IS 36' O/C L3 LATTICE Speed (3105-1-126ALUM. ALLOY) • L4 POST (3105-H26 ALUM. ALLOY) RAFTER TO HEADER 1 8' BRACKET BRACKETSS 6063T6 ALUM ALLOY T--0.060' O BRACKET USED W/ 3'x8' AND 3'x3' RAFTERS ` Alkrvable Trib Ardlh Hind M. of ay Screw s Speed t(n) 1•4aadei 3 4 5 90 MR -1 0.032 Double 2x6' 12 15' 15' 15' FxpC 6.042 0.04:? 3O- `- 8- 1- 15' IF G.C43 Double 3z6 15' 15' 15' 15' t i OMIH 0.032. Double 2x6 8' 17 15, 16 ExpG G.042 0:047k3'ka" 5' 8-. iU 15' 0.042 Double 3x8 1 10' 15• 15' -15 W. of 414 Screws 1308 'G,032 Double2xs 7' 11' - 15 15 SiP.0 0.042, 0.042'x3••xB- 5' 1 T 10• 13 0.042 Double 3x6 10' 15 15' IS USE. TWO #14 SMS WHEN ATTACHING TO STEEL C BEAMS, 130 MPH REQUIRES THREE #14SCREWS FOR TRIG WIDTHS OVER 10' 1-1 .048 MIN. 4' ASTM A-653 Fy=40 KSI O STEEL CONNECTOR FOR WOOD POST CONNECTION ZRWTER E 8 SMS EACH TTICE ON © LATTICE TO RAFTER CONN. 1/4' LAG SCREW W/ 2:25' EMBED INTO WOOD STUD t� LEDGER- 2 X DFPM SEE TABLE 7.6 COLUMN ANC4 FOR QUANTITY 2 SIDE FbSTMG _ M. RA MER S1RUCfIRE RAFTER HANGER p (DETAIL L7) EA0 190DEX 1 L10 TERNATE RAFTER TO WALL C( t STUD 3' x 3' METAL POST DETAIL L25 3' x 3' METAL POST M=art n4 SMS 1.5' min L13 -Starr 14 SMS 00, TWO 3/8'x4' EMBEDMENT TWO 3/8' A-307-BdTS WITH 1_ HEAD 0 O LAG SCREW W/ L88-0, ONE L1!4 O NO MUT. ON�EACH �.OF ON EA N SIDE OF POST. 0 0. �T•� 1' P11n TD®6R FLOOR JOIST�XZKM IS mexa.c FIR OR �DM UTILITY GRADE OR BTR s ATTACHED STRUCTURE POST ATTACHED STRUCTURE POST TO DECKING THESE DETAILS ARE 1' rein TO DECK FLOOR JOIST SEE GENERAL NOTE #19 AND LIMITED TOL AphR LATTICE NOTE #3 EXPOSURE B AND C UNITS MUST COMPY WITH TABLES L1 AND L2 ON SHEET MS 3/8' LAG SCREWS (25. OF PENETRATION -� DRTO WALL STUD) t^ CP, � 3' X 8' ALUM G RAFTER BRACKET Y. � LSC `— 3' X 8' AL NEA POST ALTERNA L15 SLAB ATTACHMENT 0 014 SELF -DRILLING 'SCREW MAXIMUM WIND CONDITI❑N IS 105 MPH EXPOSURE C SEE TABLE 74 FOR REQUIRED FASTENERS 3.00 0.72 [-1.56 0.72 --� 0.93 �- 0.72 I 93 156 3.00 0. .37 0.72 1•-0.17 ALUM RAFTERS o 0 = 0.03 ALUM 01 0' ALUM 10 rt 5' EL ,j. 0 0 0.032'x2'x6.625' DOUBLE HEADER M ALUM POST #6' EIGHT #14 SMS 0.042'x3'x8'ESS DOUBLE HEADER '% I'y 0.0411x3'x3' a��is STEEL POST E7CP f 005% *j • ��iyne C1 X 5208-TENNYSON PARKWAY �� RUII,DINC PRODUCTS, INC SUETS 100 � - PLANO, TEXAS 75024 \� OFCAIIF q�p BEJ/CP 1 7/LAA/2009 NTS FornpFOtio� &PCommerc.'I �Latt ce Structures Engineer's Stamp LT01-2006 1 of 3 I. TWO #8 SMS, EACH SIDE 11/2' FOR 2 X RAFTERS 2 3/4' FOR 3 X RAPIERS (6063-T6 ALUM. ALLOY, 7= 0.060' RAFTER HANGER L- 1.92' FOR 2' X 6 1/2- RAFTERS L= 2.92' FOR 3' X 8' RAFTERS .owes 1/4' BOLTS ASTM A307 OR #14 SELF DRILLING SCREWS SEE BELOW FOR QTY DOUBLE OR SINGLE 3'98' STEEL C BEAM. BOLT LAYOUT FOR, SPLICED AND NDN -SPLICE ATTACHMENT UP TO 25 PSF USE FOUR BOLTS 30 PSF USE 6 BOLTS OR 12 SCREWS 40+ PSF USE 10 BOLTS t POST M. ALLOY O0.032'x7x2l'!�� R STEEL) C IIIIIIIIJI - - - "IN I tU VN 11ZU1ZUUv - ALTCRNATE 3' SQ POST O 3/8' BOLTS W/ 1' DIA. CONNECTOR BRACKET L16 x 3/32' THK. STL. WASHER (6063T6 ALUM) TO 8' STEEL 'C' BEAM IF DETAIL L29 IS NOT 5 5" SEE TABLE 7.4 COLUMN 'N' USED ATTACH SIDE FOR QUANTITY PLATES AS PER DETAIL 1.575' - 2.35' FOR #14 SELF DRILLING L26 SCREWS SEE TABLE 7.4 COLUMN '0'. 0.100 0.750" 2.5' 1: 0.750" .060 3/8' BOLTS SEE TABLE 7.3 COLUMN 'H' FOR QUANTITY OR #814 SELF DRILLING SCREWS 0.041X3'x3' STEEL POST SEE TABLE 7.3 COLUMN 'G' l\ 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 a HEADER SPLICE DETAIL p- `149 Fi4Cfi SIDE TWO I}"0 x4' RAFTER LAG SCREWS DETAIL "A" "z FASCIA 2"z WOOD FRAMING DOUGLAS RR -LARCH AE,DEMIL (NORTH) #2 OR BTR KIIAGERsmucncw---�� LL -MUM 73 FOR MAXIMUM RR FAi7DER aFRFW10 SEE SCHEDULE ScHEM a hart L17 ALTERNATE EAVE .ATTACHMENT Y 'X 8" HEADER o 3'xB' 12. (t=0.105') OR c 16 GAUGE (t=0.059') 2- 2' x 6�2" SIDEPIAIES STEEL C ,B.EAM o°alwNN OF Fy= 50 KS -I Seal with permanently 3"X 8' BOX flexible 6 ,waterproof BEAM WRAP sealant i•-2' x 6' Ledge B'ot I q3" X 8" X 12, 16 GA. STL. "C' BEAM WRAP W/ 3" X 8" ALUM. BOX BEAM 3" OR 4' T_ & 3" or 4" OR L 3' OR 4' ASTM A500 L21 GRADE A STEEL POST � 2' x 41 Stud 1e I� - •Iuuunuuuuunu►►►uuunuu==; ATTACH LATTICE CqVER 3S' MIN AS PER L7 .I Completely Seal with permanently flexible & aQFt waterproof sealant py / 2.5' MIN PENETRATION 1.00'min: STUCCO ATTACHMENT DETAILUJI 8813 I f INTO VOOD FRAMING L22 ,WITH AGER BOARD EX 0200 Synthetic. Stucco or j other non-structural covering Cl' max. thick) \ ti OFCAL1f Sheathing + n 4/27/2009 ,UN 1 �u Engineers Stamp Live/Snow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS "L" EIVE OVERAAW SW.d Cue. '•Niid SIZE (24" OIC). 17- 1S- 24" 3G" 36' 10p4 2Xc I5-:" 8'-11- S.T 3'-3• 0'=2" KW MPH Ekp 8 2x6 27-(7 2"-0' 17.4- 13'-5- 9.6- 2" 2^'-C 2'A' .t.:0' 22.0' 22-0' 10 PSI 2x4 11'-2- 6-o f-1- 7.4- 0'-< cK MPH EYp C 2x6 27.0- 2Z -O* 15.1' iQ=1' T?• 2x8 27.4 22'-0' =-a ^7,0 22.0' 20p4 2x4 6-T 4'-9' Z.8' 1'-3- 0A- 105 HPi'Exp 8 7x6 IZ-4' 17.4' cf4r 6-10' 4'-9' 2X6 1 -4 174' 1�4' 17!4' I1'fi• 25 pd 2xa 6.9' T -W 7.1'_ 0'-1?' U' T 105 MPi Exp C 2X6 1 S•T 11'3' T -T 3-4° 3'+8' 2x8 13'-P 13-7' 15'-.% 11--1U' 9'+1- 30p6 2az 6.6- 3'-C' 1'.6" 0'-4' 014- 110 LIP -4. Exp C 2x6 IV -1, 9-7 6-1• 4=1' .8` US 2x8 '11'-4' 11'-1' Ii'4A 9'-T -7-8- 7=P' 40 pat 2• 3'-10' VAT 0'-8' 0'-: 0'4- 2x5 T-10' 6-T 4'•2" 7-7. 1-4- 2x$ S';4' 8':4' 6-4 6-i 4'-9- 60 psr 2xf 7:7- 7-10• .3' -? 2x6 4'.8' 3-10'J 23" 1'�? 0'4- U8 5.9' 57•9' 6•3' 3'-3' §.,3- 14 SMS RN 3" X 8" BOX BEAM HEADER -ALUM. "H" BRACKET 3 X 3 ALUM. POST SEE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN TABLE 7.7 C ALUMINUM 'H' BRACKET FOR CONNECTING POST TO.HEADER (6063T6 ALUM ALLOY) THIS DETAIL MAY ONLY BE USED WITH DETAIL L29 NTS 1 ' 5208 TENNYSON PARKWAY ne1r-IImaX SUITE IOo BUQ,DBYC PRbDUCT$, ING F'LANo, TEXAS 75024 2 of 3 2 1/8 2 1/8- FOUR #14 SD SCREWS EACH SIDE FOR 90 MPH EXP C SLAB AND UP TO d=28' FOOTING. 0.042"x3"x8" –�-4 4" m'n 4– 14 SMS TWO 3/8' BOLTS FOR 90 MPH EXP B, AND HEADER EACH SIDE FOOTINGS UP TO d=24' 0.024' THREE 3/8' BOLTS FOR FOOTINGS UP TO d=28' AND 90 MPH EXP C 6" MI N p 1 21 0.024' _ 0.024' 6 5/8- L � �' 'I � 50• �. SEE GENERAL NOTE #11 'i 2"X 6 1/2'X .024' + � 3.00• ALUM. SIDEPLATE 1� 6 5 e- 3- 3"X 3" 2"X 6.625" �rJ 7 9 POST(SIDEPLATE$ ti• 3" x 8" HEADER 0.094 =11.0- 2,2s ALUM. FOOTING ALUMINUM BRACKET FOR CONNECTIONG I BRACKET CONNECTION #14 x 3/4' TEK FOUR- #14 SMS POST TO FOOTING OR SLAB EACH SIDE, SPACED EVENLY + 3- (6063-T6 ALUM ALLOY> „• SINGLE SPAN ATTACHED UNITS ONLY ,� :: •,, • ` REQUIRES SIDEPLATES AS SHOWN IN s DETAIL L26 SLAB OR FOOT NG -04— 3' SGIUARE COLUMN L26 3" ALTERNATE POST CONN. BRACKETS 3"x3" ALUMINUM RAFTER ALTERNATE 1,5" L24L-0004-H36 (3105-H26 ALUM, ALLOY) L30 3X3 10 OR #14 SMS '� # O WITH SIDEPLATES (STEEL A–s53 Fy=ao.000 Psi) 2' x 6.5' SIDEPLATE8 RAFTER ALUM. ALLOY) ATTACHMENT LATTICE HEADER TOP MOUNT BRACKET MAX "L" FOR TOP FREESTANDING OR ATTACHED Lattice or Solid Panels OR SIDE MOUNT /16" STEEL Fy = 36 ksi TRUSS/RAFTER FOOTING TO POST CONNECTION DETAIL STEEL POST 0.042.23'x8- HEADER e' Alum Bracket t0oso') -\ BRACKET IS 1:25' WIDE Live O/C SPACING L Load 16" o/c 24"o!c L29 D D Lattice o Solid Panels Alum Bracket 6" MIN (0,060•) a SMS e, ALUM: 20 UDM B0"W Wn 10 211!-6" RAFTER ►wno< stmt a• .m... 20 11'-3" T�MOUNT +' �... 14'-4" T-6" 12" MIN D p a Hca NOT ALLOWED IN Sa FE p p L ' SNOW LOAD AREAS: !�°x9" #8 SMS .i BAR EMB 3' x 8' Header i8. I I (0042) ATTACH PER TABLE 7.5 3' x 8' Header Mi f (0042') F13UR 014 SMS ^c• x 6' Side Plate EXISTING EAVE WOOD FRAMING �O r f 6'81 9 EACH SIDE 2" MIN #14 SHS ALL HOUSE PENETRATIONS ALUM b p d EACH HEADER I I I I 3' x e• Header k1 MUST BE COMPLETELY AND PERMANENTLY SEALED #10X1.5- SCREWS RAFTER ¢ A EXP SS 3611: CONCRETE UN y 2009 I 6 PLACES R Pel 1 STR QUIRE 3.5'" 3'x3" POST I 3'x3" POST t `�� TING A 3/16' ASTM A3s ti�c` y ru _ ON ETE ACE SLAB \ I 2x6.5" SIDEPLATESTEEt' SPACKNG C 8 1391 ! O BETWEEN SCREWS IDE MO N B CET LZ8 cc EXP,�j 0 Oos� I' * � ei'Imax 52013 TENNYSON PARKWAY LZ7 ALTERNATIVE O SPLICE FOR ATTACHED UNITS EAVE ATTACHMENT ��- EAVE OVERHANG AND + ��, ` aFCAL1F B i3OINCPRODUCTB,INC PLANO 7/0°� 75024 'L' MUST ALSO COMPLY BEJ WITH DETAIL L17 LEDGER BOARD 4/27/2009 pp FornPatio calnLattice NTS &PComme Structures Engineers Stamp "LT03-2006 3 of 3 PRINTED ON 412912009 IAPMO.ES REPORT #0113 SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 2.5" x6" Super Six{Multispan) 3:5"x12" Super 12 (Multispan) 2:5' x 12" Mark X Multispan) 2"x6"'Flat Panel (Multispan) Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed.and Exposure Snow Load Gauge Exp B Exposure C 1 Snow Load Gauge Exp 8 Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure G .(psf) (in) 90 90 105 110 (psf) (in) 90 90 105 110 (psf) (in) 90 90 105 110 psf) (in) 90 90 105 110 10 0:018 11'-1" 10 11" 9'-4" 8'-11" 10 0.018 9'-5" 8'-3'' 6'-4" 5'-10" 10 0.018 8'-1" 8'-1" T-7" T-3" 10 0.018 11'-7" 11'-7" T-10' 9 5" LIVE 0.024 13'-7" 13-7" 11'-7" 11'-1" LIVE 0.024 14'-2" 13'-8" 11'-3" 10'-7" LIVE. 0.024 11'-3" 11'-3" 10'-2" 9'-8" LIVE 0.024 14-8" 14'-7" 12'-5' 1l' -,l 0" 11' 0:032 17'-1" 17'-1" 14'4" 13'-11" RF Fascia 0.032 19'-0" 19'-6" 164" 15'-9" MAX 0.032 1'64" 15'4" 13'-7" 12'-11" 3x8 0.032 164" 164" 14'-11" 14'-5" 13' 0:036 18'-8" '18'-8" 16'-111 15'4" All Others 0.036 20'-10" 20'-10" 18'-9" 17'-11" -1 0.036 16.-0" 16-0" 14'-6" 14'-0" 1 20 0.036 16'-11" 16-11" 15'-6" 15-0" 20 0.018 T-11" 7'-11" T-11" T-11" 20 0.018 F4' 5'-9" 5'-9" 5'-9" 20 0.018 5'11'' 5'-4" 5-4" F-4" 20 0.018 8'-2" 8'-2" 8'-2" 8'-2" LIVE 0:024 9'-10" 9'-W'' 9'-10" 9'-10" LIVE 0.024 9'-7" 9'-7" 9'-7" 9'-7" LIVE 0.024 7'-7" T-7" T-7" T-7" LIVE 0.024 10'=5" 10'-5" 10'-5" 10'-5" MAX 0.032 12'-4" 12'-4" 12-4" 12'-4" 12' 0.032 13' 9'' 13'-9" 13'-9" 13'-9" MAX 0.032 10'-7" 10`-7" 10'-7" 10'-7" MAX 0.032 13'4' 13'-2" 13'-2" 13'-2" 0.036 13'_7, 13'-7'' 13-7" 13'-7" 0.036 15-6" 1.5'-6" 15'-6" 15•_6" 0.036 12._1" 12'-1" 12'-1" 12'-.1" 25 0.036 IT -8" 13'-8" 13'_8" 13'-8" 25 0.018 T-8" T-8" T-8" 7'-8" 25 0.018 5'-6" 5'-6" 5'-6" 5'-6" 25 0.018 5'-2" 5'-2" 5'72" 5'-2" 25 0.0,18 8'-0" 8'-0" W-0" 8'-0" 0:024 9'-7" 9'-7" 9'-7" 9'-7" 0.024 9'-4" 9'-4" 9'-4" 9'-4" 0.024 T-4" 7'A" 7'4" T-4" 0.024 10'=2" 10%2" 10'4" 10'-2" 0.032 12'-1" 12'-1" 121" 12'-1" 0.032 13' 5" 13'-5" 13'-5" 13'-5" 0.032 10'A" 10'4" 10%4" 10'-4" 0.032 13'10" 13'=0" 13'-0" 13'-0" 0.036 13'-3" 13'-31' 1T-3" 13'-3" 0.036 15-2" 15'-2" 15'-2" 15'-2" 0.036 1Y-9" 11'4" 11'-9" 11'-9" 30 0.036 13'-6" 13'-6" 13'-6" 13'-6- 30 0.018 T-0"' T-0" T-0" 7'4' 30 0.018 4'-9" 4-9" 4'-9" 4'-9" 30 0.018 4'-7" 4'-7" 414" 4'-7" 30 0.018 T-3" 73" T-3" T-3" 0.024 8'4' 8'4" 8'-9" 8'-9" 0.024 8'-4" 8'-4" 8'-4" 8'4" 0.024 6'-7" 6'-7" 6'-7" 6'-7" 0.024 9'-3" 9'-3" 9°-3" 9'-3" 0:032 11'4" 1'1'-0" 11'-0" 11'-01' 0.032 12'=2" 12'-2" 12'-2" 12'-2" 0.032 9'4" 9'4" 9'-4" 9'-4" 0.032 11'-10" 11'-10" 11'-10" 11'-10" - 0:036 12:-2" 12'-2" 12'-2" 12',2" 0.036 13'=9" 13'-9" 13'_9" 13'_9:. 0.036 10'-8" 10'-8" 10'_8" 10'-8" 40 0.036 12.-8" 12,-8" 12,_8" 12'-8" 40 0.018 6'-1" 6-1" CA" 6'=1" 40 0.018 T-9" 3'-9" T-9" T-9" 40 0.018 T-9" T-9" 3'4' 3'-9" 40 0.018 6'-3" V-3" 6'-3" 6-3" 0.024 T-7" T-7" 7'-7" 7'-7" 0.024 U-11" U-11" 6-11" 6'-11" 0.024 5'-6" T-6" 5'-6" 6-6" 0.024 8'-0" F -D" 8'-0" 8'-0" 0,032 9'-7" 9'-7" 9'-7" 9'-7" 0.032 10'5' 10'-5" 10'-5" 10`-5" 0.032 7'-10" T-10" T-10" T-10" 0.032 10'-3" 10'-3" 10'-3" 10'-3" 0.036 10'-7" 10'-T' 10'4" 10'-7" 0.036 11'-10" 11'-10" 11'-10" 11'-10" 0.036 9'-0" 9'70" 9':-0" 9'-0" 60 0.036 11'-3" 1.1'-3'' 11'-3" 11'-3" 60 0.018 4'-11" 4'-11" 4'-11" 4'-11" 60 0.018 2'-7" 2'-7" 7-7" 2'-7" 60 0.018 7-9" 7-9" 7-9" 7-9" 60 0.018 5'-0" 5'4" 5'-0" 5'-0" 0.024 V-3" 6'-3" 6'-3" 63" 0.024 5'-2" 5'-2" 5'-2" 5'-2" 0.024 4'-2" 4'-2" 4'-2" 4'-2" 0.024 6'-6" 6-6" 6'-6" 6'-6" 0.032 T-10" 7'-10" 7'-10" T-10" 1 0.032 8`A" 8'4" 8'4" 8'-0" 0.032 6-2" 6'-2" 6'-2" 6'-2" 0.032 8'4" 8'4" VA" 8'4" 0.036 8'-8" 8'-8" 8'-8" 8'-8" 0.036 9'-6" 9'-6" 9'-6" 946" 0:036 7'-1" 7'-1" 7'-1" 7'-1" 0.036 9'-2" 9'-2" 9'-2" 9'-2'' TABLE 4.1 TABLE 472 TABLE•4.3 TABLE 4.4 SINGLE SPAN TABLES NOTE:..PANELS MAY OVERHANG 25% OF THEIR CLEARSPAN 2.5" x6" Super Six (Single Span) 3:5"x12" Super 12 (Single Span) 25" x 12" Mark X (Single Span) 2'x6' Flat Panel (Sinc le Span) Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C 1 Snow Load_ Gauge Exposure C Snow Load Gauge: Exp B Exposure C ps in) 90 90 105 110 (psf) (in) 90 90 105 110(psf) 8' in 90 90 105 110 (psi) (in) 90 90 105 1,10 10 0.018 13'-5" 10'-11" 9'-4"' 8'-11" 10 0.018 11'-2" 8'-3" 6'-4" 5'-10" 10 0.018 10'-11" 87 T, T-7" T-3" 10 0.018 13'-3' 11'-7" TAW 9'-5" LIVE 0.024 16'-9" 13'-7" 11'-7" 1 T-1" LIVE 0.024 1T-5' 13'-8"' 1 T-3" 10'-T' LIVE 0.024 14'-2" 11'-11" 10'-2" 9'-8" LIVE 0.024 15'-0" 14'-T' 12'-5" 11'-10" Dble 2x6.625 0.032 19'-8" 1'7'-1" 14'-7" 1IT-11" 11' 0.032 20'A'. 19'-6" 16'-T' 15'-9" RF Fascia 0.032 15'-6" 1.5'-6" '13'-7" 12'-11" MAX 0.032 16'-4" 16'13" 14'-11" 14'-5" 3x8 0.036 20' 4" 18'-10'' 16'-1" 15' 4" 13' 0036, 20'-10" 20'20'-10"-1 18'-9" 1 T-11" All Others 0.036 16'-0" 16'-0" 14'-6" 14'-0" 15' 0.036 16'-9" 16'4' 16-6" 15'-0" 20 0.018 11'-2" 10'-5" 9'-4" 8'-11" 20 0.018 6-8" 6'-8" 6'-4" 5'-10" 20 0.018 9'-5" 8'-11" 7'-7" T-3" 20 0.018 10'-0" 9-9" 9'4" V-1' LIVE 0.024 14'-6" 13'-7" 11'-7" 11'-1" LIVE 0.024 13'-3'' 13'-3" 11'-3" 10'-7" LIVE 0.624 11'-4" 11'A" 10'-2" 9'-8" LIVE 0.024 12'-0" 12'-0" 11'-11" 11'-9" 'MAX' means the maximum possible tributary width 0:032 15'-10" 15'-10" 14'-7" '13'-11" MAX 0.032 1VA" 16.4" 15'-4" 15'41" 12' 0.032 12'-5" 12'-5" 12'-5" 12'-5" MAX 0.032 13'-2,' 13'-2" 13'-2" 13'-2" MAX 0.036 16-6" 16'-5" 16-1" 15'A" 0:036 16'=4" 16'4" 16'-4" IVA" 0.036 12'-11" 12'-11-.12--1 1" 12'-11" 0.036 13'-8" 13-8" 13'-8" 13'-8" 25 0.018 11'-0" 10'-1' 9'-4" 8'-11w 25 0:018 6'-4" 6'41" 6'-4' S-10" 25 0.018 9'-3" 8'-11" T-7'' T-3" 25 0.018 9'-10" 9'-7" 9'-1' T-0- 0.024 14'-3" 13'-3" 11'-7" 11'-1" 0.024 12'-11" 12'-11" 11'-3" 10'-7" 0.024 11'-1" 11'-1" 10'-2" 9-8" 0:024 11'-10" 11'-10" 11'-8" 11'-T 0.032 15,-7" 15.7, 14.-7•, 13'-11" 0.032 15'-0" 15-0" 15!4' 15-0" 0.032 12,-3" 12._3•• 12'-3., 174' 0:032 13'-0" T3,-0„ IT -0„ 13,-0" 0.036 16'-2" 16'-2" 16-1" 15'-4" 0.036 16'4' 16'4" 16-0" 16'.0" 0.036 12'4" 12'-8" 12'4" 12'=8" 0.036 13'-6" 13'-6" 13'-6" 13'-6" 30 0.018 '10'-3' 9'-9" 9'-1" V-11" 30 0.018 64" 5'-4" 6-4" 5'-4" 30 0.018 8'-5" 8'-5" 7'-7" 7'-3" 30 0.018 9'-0" 9'-0"8'-7- 8'-6" 0.024 13'-1" 12'-6" 11'-7" 11'-1" 0.024 11'-10" 11'-10" 11'-3" 10'-7" 0.024 10'-1" 10'-1" 10'-1'' 9'=8" 0.024 11'-2" 11'-2" 11'-1" 10'-11' 0.032 14'-9" 1"4'-9" 14'-7" 13'=11'' 0.032 13'-9" 13'-9" 13'-9" 13'-9" 0.032 1 V-6" 1 V-6" 11'_6" 11'-6" 0:032 12'-3" 12'-3" 174' 1T -T' 0.036 15-3" 15'-3" 15-3" 15'-3" 0.036 14'4" 14'-7" 14'-7" 14'4" 0.036 12'-0" 12'-0" 12'-0" 12'-0" 0.036 12'-8" T-9" T-9" T-8" 40 0.018 9'4' 8'-9" 8'-5" 8'-3' 40 0'.018 4'-0" 4'-0" 4'-0" 4'-0" 40 0.018 T-4" 7'4" 7'-4" 7'=3" 40 0.018 T-9" T-9" 7'-8' T-8' 0.024 11'-5" 11'-3' 10'-11' 10'-10" 0.024 9'-5'' 9'-5" 9'-5" 9'-5" 0.024 8'-9" 8'-9" 8'-9" 8'-9" 0.024 9'-10" '9'-10" 9'-10" 9'-10" 0.032 13'-5" 13'-5" 13'-5" 13'-5" CW32 11'-11" -11'-11" 112'-8" 11'-11" 11'-1 v. 0.032 10'-5" 10'-5'' 1101-111,_ 10'-5" 10'-5" 0.032 11'-2" 11'-2" 11'=2" 11'-2" 0.036 13'-11" 13'-11" 13'-11" 13'-11" 0.036 12'-8`' 12'4" 112'4" 0.036 10'-11" 10'-11" 10'-11` 0.036 11'-7" 11'-7" 1VJ" 11'-7" 60 0.018 T 4" T4" T-0" 6'-10" 60 0:018 2'-8" 2-8"' 7-8" 2'-8" 60 0.018 5'4" 5'-4" 5'-4" 5'•4' 60 0.018 6'4" 6 4" 6'-4" 6'-4" 0.024 9'-4" 94' 9'-4" 9'-3" 0.024 6'-4" VA" 6'-4" 6'4" 0.024 T-2" T-2" T-2" T' 2" 0.024 8'-0" V-0" 8'-0" 8'-0" 0.032 11'-4" 1 VA" 11'-4" 11 "-4" 0 032 9'-9" 9'-9" 9'-9" 9'-9" 0.032 8:-6" 8'-6" 8'-6" 8',6" 0.032• 9'-7" 9'-7" 9'-7" 9'-7" 0.036 12.1 12'_1 12'-1" 12.1' 0.036 10'-5'' 10'-6'-10,_5. 10,_5, 0.036 T-2" 9'=2" 9'-2" 9'-2" 0.036 10'_2, 10,_2" 104_2" 10'4, I ACLt 4., 1 At$Lt 4.b I ABLt 4. f TABLE 4.S Amerimax Building Produc+ `�AcW .--i� J'1 }` 5208 Tennyson Parkway & 1 Plano, Texas 75024 LU C 68139, MAX EXP,,040 OC * Carl Putnam, P. E. 5' 3441 Ivylink Place 1 Lynchburg, VA 24503 �. OF LIF (434)384-2514 - 10' carioutnamO.comcasLnet 5' 8' 4/27/20 9 MAXIMUM ALLOWABLE TRIBUTARY WIDTH AN # FOR PANELIHEADER-.COMBINATIONS_ Panel I# of #10 screwser foot to at Headers Gaug 2 1 3 1 4 I3 14 8' (in) 190,mph Exp B 90 mph Exp C Oble.2x6.625 0.018 7' 10' MAX 5' 8' MP 17201 RF Fascia 0:018 7' MAX MAX 5' MAX MAX4' 3 1 2 I 3 I 5' M MAX 3x8 0.018 7' 10' MAX 5' 8' MAX 4' MAX MAX All Others 0.018 7' 10' MAX 5' 8' MAX 4' 5 MAX Dble,2x6.625 0.024 9' 13' MAX 7' 11' MAX 5' 7' 10" MAX RF Fascia 0.024 9' MAX MAX 7' MAX MAX 9 MAX MAX MAX. 3x8 0.024 9' 13' MAX 7' 11' MAX 5' 7' 10' MAX All Others 0.024 9' 13' MAX 7' 11' MAX 5' 7' 10' _MAX Dble 2x6.625 0:032 9' 14' MAX 7' 11' 15' 5' 7' 10' 12' RF Fascia 0.032 MAX MAX MAX 8' MAX MAX 6' 8' MAX MAX 3x8 0.032 11' MAX MAX 9' 13' MAX 6' 9' 12' MAX All Others 0.032 12' MAX MAXI 10' 15' MAX 6' 10' IT MAX Dble.2x6:625.0.036 MAX 9' 14' MAX T 11' 15' 5' T 8' RF Fascia 0.036 10' MAX MAX 8' MAX MAX 6' 8' 3x8 0.036 11' MAX MAX 9' IT MAX 6' 9' JMAXMAX All Others 0.036 13' MAX MAX 11' MAX MAX 7' 11' 'MAX' means the maximum possible tributary width MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND #14 SCREWS Fr1R PANFI /HFAt1FP r:r1MRINATION5 Table 4.10 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 (in) 90 mph Exp B 90mph Exp C 110 mph Exp C Dble 2x6.625 0.018 9' MAX 8' MAX 5' 8' MAX RF Fascia 0.018 MAX MAX MAX MAX F MAX MAX 3x8 0.018 9' MAX 8' MAX 5' 8' MAX All Others 0.018. 9' MAX 8' MAX 5' 8' MAX Oble 2x6.625 0.024 12' MAX 10' MAX 7' 10' MAX RF Fascia 0.024 MAX MAX MAX MAX 7' MAX MAX 3x8 0:024 12' MAX 10' MAX T 10' MAX All Others 0.024 12' _ MAX 10' MAX 7' 10' MAX Dble2x6:625.0:032 12' 1 MAX 10' MAX 7' 10' MAX RF -Fascia 0.032 MAX MAX MAX_ MAX B' MAX MAX 3x8' 0.032 15' 1 MAX 12' MAX 8' 12' MAX All Others 0:032 MAXI MAX 13' MAX 9' MAX MAX Oble 2x6.625 0:036 12' MAX 10' MAX 7' 10' 14' RF Fascia 0.036 MAX MAX MAX MAX 8' MAX MAX 3x8 0.036 15' MAX 12' MAX 8' 12' MAX All Others 0.036 MAX MAX MAX MAX 10' MAX MAX PRINTED ON 4/29/2009 -4(H In rnvco C n onnT CPAriunq cn0 Penn AMn rnM44CPrLA1 vn- an - WIMn A -C IAPMO ES REPORT #0113 IAPMO PAGE NUMBER 20 OF 57 27-2- 0.042"x3"x8" Box Beam Detail N30 Double 0.042"x3"x8" Beam Detail N25 Double 0:032"x2"x6.625" Beam Detail N25) 0.047x3"x6"'Box Beam Detail N30 Double 0.042"x3"x8' Beam Detail N25 Double 0.032'x2"x6.625" Beam' Detail N25 TABLE' 5.1 Attached Freestanding or Attached Freestanding or Attached Freeslanding or TABL E'S.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or 24 Structure Mullis n Units' Structure Muftis n Units Structure Mullis an Units Structure Mullis an Units Structure Mullis an Units Structure Multis an, Units GROUND TRIG MAX POST MAX MAx POST LENGTH MAx MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIG MAX POST MAX MAX LENGTH MAX MAX POST LENGTH MAX' MA%POST LENGTH SNOW WIDTH POST REO'D POST MIN FOOTER 8' I 10 I 12' POST MIN FOOTER 8' I 10' I 17 POST MIN FOOTER 8' I 10' I 12' 'SNOW WIDTH POST REO' POST MIN FOOTER 8' I 1D I 17 POST MIN FOOTER 6 I 19 I 17 POST MIN FOOTER 6 I 16 I 17 LOAD (F -T) SPACING FOR SPACINGPOST SIZE CONSTRAINED FOO SPACING POS SIZE CONSTRAINED FOOTS SPACING POS 32E CONSTRAINED FOOTS LOAD (FT) SPACING FOR SPACINGPOS SIZE. CONSTRAINED FOOTS SPACINGPOST 812E CONSTRAINED FOOTS SPACING OS SIZE CONSTRAINED FOOTS (PSI. ON SLAG SLAB (FT) TYPE' 'd" V -d' 'd' (FT) ttPE 'd' •d' 'd' 'd' (FT). TYPE 'd' "d- 'd' -(r (PSF) ON SLAB SUB (FT) TYPE 'd' -jr '0- 'd" (FT) TYPE "d' 'E' '4• 'd' (Fr) TVP 'd' -d' "d 'd. FT) (m) (int (�) lin) Iml (�) (n) linj 14+1 (in) lin) (in) (FTI till int Un (vii (in) Int lin) lint lin IIn) (M) n) 27-2- 90 MPH EXPOSURE B 29 30 _ B 24 27 10 3 22'-6" A 15'-0" A 20 25 26 28 LIVE 3.5 19'-5• A 13'-6' A 21 24 26 27 16-2' 4 17-0' A 17-3" A 21 24 25 26 26 4.5 15'-1' A 11'-7 A 21 23 25 26 26 5 13'•7- A 194' A 21 23 24 25 17.4" 5.5 17.4' A 9-7" A 21 22 24 25 27 6 114' A B'-11' A 22 22. 23 25 27 6.5 10'-5" A B' -T' A 22 22 23 24 96' 7 96' A T-11' A 22 22' 23 24 ' 7.5 9-1" A T--5" A 22. 22 23 24 B e'6' A T-1' A 22 22 22 24 15'-t9' 8.5 9'4T' A 6-9' A 22 22 22 23 26 9 76' A 65' A 22 22' 22 23 26 9.5 T -T A G-111 A '22 22 22 23 25 10 6-9' A 51-10'- A 22 22 22 23 '25 11 6'-T A '14• A '22 22 22 22 9-1" 12 SA' A 5'-0"' A - 2222 91-8" 22 T-11' 13 5'-2" A. 4'•7- A 22 '71 22 22 27-2- A 23 27 29 30 217-T' B 24 27 28 30 19.3' B 24 26 28 29 t B'-7 8 25 26 27 29 17'-3" B 25 28 27 28 16-2' B 25 25 27 28 15'-2" 8 26 26 26 28 144" C 26 26 26 27 13'-7" C 26 26 26 27 17-11" C 26 26 26 27 17.4" C 26 26 26 26 11'-T C 27 27 27 27 11'-3" C 27 27 27 27' 19-10' C 27 27 27 27 td -s" C 27 27 27 27 96' C 27 27 27' 27 9-0- C 27 27 ' 27 6-5' C 27 27 27 27 15'6' A 21 ZI 26 27 14'-2' A. '21 24 25 26 12'-11' A 21 23 25 26 III -11" A, I2 23 24 25 11'-0" A 22 22 24 25 10-3' A 22 22' 23 25 9-a" A 22 22: 23 24 9-1' A 22 22 23 24 6-7- A 22 22 22 24 6-1' A 22 22 22 23 7149' A 23 23 23 23 14' A '23 23' '23 23 T-0' A. 23 23 23 23 6-9' A 23 '23 23 23 65' A 23 23 23 23 5'-11" A 23 23 23 23 5'6' A 23 23, 23 23 5'-2' A. 23 23' 23 23 10 .3 22'41' .A 1414T A 23 27 29 30 '21'-7- A 26 30 32 33 15'-2' A 23 27 28 30 LIVE_ 3.5 19.5' A 17.9' A 23 25' 26 29 19'-11" 8 27 29 '.31 33 14'-0' A 24 26� 28 29 4 1 T-0" A I I' v A 24 26 28 29 18'-0' B 28 29 31 32 17-11' A 24 26 27 29 4.5 IVA" A. 16-11' A 24 25 27 n 1T-7- 8 3B 28 30 32 11'-t 1" A 25 TS 27 26 5 17-r A 19-2' A 24 25 27 28 16-0' 8 29 29 30 31 11'-0' A 25 25 26 .28 5.5 17.4' A 9'-T' A 25 '25 26 28 15'-t9' B 29 29 '29 3t 19.3' A 25 25 26 '27 6 114' A 8'-11' A 25 25 26 27 15%T '8 30 30 30 31 9-0' A 25 25 26 27 6:5 19-5' A '8'-5" A '25 25 26 27 144' C 30 30 '30 30 9-1" A 26 26 26 27 7 91-8" A. T-11' A 25 "25 25 27 17-7" C 30 30 30� 30 8'-7' A 26 26 26 �26 7.5 9'-1" A T-5" A 25 25 25 26 17x11' C 30 30 30 30 B'-1' A 26 26 26 26 8 68' A T-1' A 25 25 25 26 124" C 30 30 30 30 T-9' A 26 '26 26 26 8.5 Iry A 6-9' A 25 25 25 26 11'-9' C 30 30 30 30 T4' A 26 26 26 '26 9 7.6' A 6-S' A 25 25 25 26 11'-T C 31 31 31 31 T4T A 20 26 25 25 9.5 T -r A 6-1" A '25 25 25 25 10-10' C 31 31 31 31 6A' A 26 26 26 X26 90 MPH EXPOSURE B 10 64T A 5'-10' A 25 25 25 25 -19-5' C 31 31 :31 31 65' A 26 26 26' '26 20 20 11 6-T A .5'4" A 26 26 26 26 9.8' C 31 31 31 31 S'-11' A 26 26 26 26 19 12 S4` A T-0" A 25 26 20 26 9-0" C 31 31' 31 37 16' A 21 21 21 21 ' 13 6-T A 4'-7- A 26- 28 _ 2B _ 26- 814• C 31 31 -31 31 5-7 A 1 27 1, 27 1 27 1 27 20 3 11'401 A 94• A 17 22 24 25 154A 8 21 25' 27 28' 19-1" A /8 22 23 24 LIVE 3.5 10-7 A B' -3'A A 18 22 23 24 11'-7' C 21 24 26 27 8'-11" A 1B 21 23 24 4 6'-11• A TS' A 18 21 23 24' '12'-10' C 21' 24 25 27 8'-1' A 18 21 22 23 4.5 T-11" A 66' A 18 21 22 23' 11'-9° C 21 23 25 26 T4' A 1B 20 22 23 5 T-1" ,A 6-1" A - 18 20 22 23 10'-19' C 22 23 24 26 6'-9' A 18 20 21 23 5.5 6.5' A. S$" A 19 20 21 23 10'-1" C 22 23 .24 25 63' A /9 20 21 '22 6' 5'-11" A 51.r A 18 20 21 22 95" C 22 22 24 25 51-0• A 19 19 21 22 6.5 5'S' A P-10' A 18 19 21 22 8'-79' C 22 22 23' 25 515" A 19 19 21 22 7 V-1" A !6• A 18 19 20 22 8'4' C 22 22 23 24 5'-1' 8 19 19 20 '21 7.5 41A" A 4'3" A 1819. 1B 20 21 T-10" C 22 22 23 24 4'-9' 8 19 19 20 21 B 4'-5"A A 4'-0" A 18 19 20 21 T-5' C 22 22 23 24 6 4'' 'B 19 19 20 21 8.5 4'-2" A T-10' A 18 `19 20 21 1-1• C 22 22 22 24 413' B 19 19 20 21 9 3'-11• A Y -T' A 18 18 20 21 6A' C 22 22 22. 23 P-1' 8 19 19 20 '21 9.5 3'-9" A '3'S" A18 17 18- 19 21 6.5" C 22 22 22 23 3'-10' B 19 19 19 21 90 MPH EXPOSURE B 10 3'S A T -r 3'3" A 18 18 19 20 6'-2' C 23 23 23 23 Y-8 B 19 19 19 20 20 20 11 T -r A 31-M A 18 18 19 20 5'-0• C 23 23 .23 23 TS" B 19 19 19 20 19 12 7.11" A 7-9" A 18 18 19 20 5'3• C 23 23 23 23 3'•1' .B 19 19 .19 20 ' 13 7$ A. 76' A 1B /8 19 20 4'-10• C 23 23 ZJ 23 7-t 1' B 19 18 1 19 1 20 30. 90 MPH EXPOSURE 8 7"-70'A 19 24 25 27 13'6' C 23 27 28 30 649' B 19 23 25 26 30 3 6-0' A 'T-10' A 16 21 23 24 13'6" C 20 N 26 27 8'S' B 17 21 Z2 -& 3.5 WAD' A 6'-N' B 16 21 22 23 17-1" C 20 24 25 26 TS' .B 17 :21 22 23 4 6d' A 6'-7 B 17 20 22 23 19-11" C: 20 7.3 24 25 6-0' 8 17 '20 21 23 4.5 5'4' A 5'S B 17 20 21 22 9'-11" C 20 23 24 25 6d' 8 17 2D 21' 22 5 4'-10' A 5'-1' 8 17 20 21 22 .9,7' C 20 22 24 25 5'-71 B 17 19 21 22, 5.5 44'- A 4'-0' B 17 19 21 22 W -W C' 21 22 23 24 S -T B 17 19 20 22 6 4'-0' A 4'3' B 17 19 20 21 7'-10" C' 21 21 23 24 41A' a 18 19 20 21 6.5 3'•e' A 4'-0' B 17 19 20 21 T4" C 21 21 23 24 PS• B 18 19 20 21 7 7.5' A' 31-812' 0 20 1B 20 21 6-11" C 21 21 Z2 '23 4'-r B 18 18 20 21 7.5 T-2'� A X-6' 8 17 7B 20 21 6S C 21 21 22 23 T-11" B 18 18 19 21 8 T -O" A T-3" B 17 18' iB 20 :6'-2" C 21 21 22 23 3'-8' B 18 18 19 20 8,5 7-10' A 3'-1- B 1718 20 19 20 5'-10' C 21 21 21 23 349' 8 18 1B 19 2D 9 . '7-B' A 7.11' B 17 18. iB 20 5'-T C 21 21 21 '22 34- B 1B 18 19 '20 90 MPH EXPOSURE B 9.5 7S' A 7-91 8 17 18 19 20 5'4" C 21 21 21 22 7-2' B 18 18 19 20 30. 3 8'-0' A 7"-70'A 19 24 25 27 13'6' C 23 27 28 30 649' B 19 23 25 26 40 3.5 6'-t U' A 6'-11' B 19 23 25 '26 17.1' C 23 26 28 29 74' a 20 23 24 '26 4 6-0' A 6'-7 B 19 '23 24 25 19.11- C• 23 25 77 28 66' B 20 22 24 25 14.5 514' .A 5'6' B 19 22 24 25 9'-11" C 23 25 27 28 6-T 8 20 22 23 25 5 4'•10- A 5'-11 B 19 22 23 24 9-2" C 23 25 26 27 S -T B 20 21 23 24 5.5 4'4' A 4'a' B' 19 21 23 24 6-0" C 24 '24 26 27 9-7 B 20 21 23 24 8 4'-0' A 4'3' B 19 21 22 24 7-16' C 24 24 25 27 41-9' B 20 21 22 24 6.5 T$' A 4'-0' B 19 21 22 23 T4'' C 24 24 25 26 4'-0• B 20 21 22 23 7 T-5' A 74' 8' "19 20 22 23 8'-11" C 21. 24-25 24 28 4'-2" B 20 20 22- 23 7.5 T -r A -0' 3'-0'20 0 20 20 22 23 6-6' C 24 24 24 26 8-11' B 20 20 22 23 B T-0' A 3V' B 20 20 21 23 8'-2: C 24 Z4 24 25 741' B 20' 20 21 23 8.5 T-10' A T-1' 9 20 20 21 22 5'-10" C 24 24 24 25 ]'S' B 20 20 21 22 9 76' A 7-11" B 20 20 21 22 v -T C 24 24 24 25 3'4' B 20 20 21 22 9.5 76' A 7-9' 6 20 20 21 22 54' C 24 24 24 25 7.2' B 20 20 21 22 J 90 MPH EXPOSURE C - 40 3 6-1" A 6-2" B 1723 24 25 11'-0" C 21 26 27 29 6-10' B 18 22 24 25 3.5 5'-T A 5'-5' a 18 22 23 '25 9.9' C 21 25 26 26 6-0'a 1B 22 23 25 4 416' A 4'-10'8 18 21 23 24 64 C 21 Z4 26 27 14- B 1B' 21 23 24 4.5 4'-01 A 4'4' B 18 21 22 24 T-11" C 22 24 25 27 4'-10" B 18' 21 '22: 24 5 3'-r A '3-11- B /8 21 22 23 7'-3- C 22 23 .25 26 4'S" B 16 20 22. 23 5.5 3'3" .A 3'-7-8 ill 20 22 23 a' -9"C ,22 23 24 26 4'-1" B 19 20 22 23 '6 Td A 3'4• B 18 20 21 23 6-3" C 22 23 24 25 T -r B 19 20 21 23 6.5 - 7A' A T-1' B 16 20 21 22 :5'-10" C 22 22 24 25 SS• B 18 20 21 22 7 2-7' A 7-10" 0 18 19 21 22 Yd' C 22 22 '23 25 Y-3' B 19 1 9 21 22 7.5 7• 5 A 7-r B 19 19 21 22 T-1' C 22 22 .23 25 3'-1• B 19 19 21 ?2 8 73• A 76• 9' 1a 19 21 22 4'•10" C 72 22 23 24 2-10' B 19 19 20 22 8.5 7-1- A 74' B 18 /9 20 22 4'•7- C 22 22 23 24 741' B 19 19 ZD 22 8 1 7-W A 7-3" a 18 19 1 20 21 44' C 22 22 1 22 ?•' 7-7' B 19 19 20. 21 90 MPH EXPOSURE B 40 3 3.5 6-1" 51-7 A A 6S 5'-5" B B 15 15 20 20 22 21 23 22 11'-9' 9A• C C 18 19 23 22 24 21 26 25 4 4'-0" A 4'-10' B 15 19 21 22 8'-9" C 19 22 23 25 4.5 5 5.5 4'-0• 3-7' Y-3' A A A 44" 7.11" 3'-T B B B 15 1s 15 19 19 18 20 20 20 21 21 21 T -1P T-3' 66' C C C 19 19 19 21 21 21 23 22- 22 24 24 23 QR SS Q '18 19 6 6.5 7-0' 7A' A A 34' 7.1' B B 15 16 18 19 19 21 20 6.7' 5'-10' C C C 18 19 20 20 22 21 23 23 Ul C �J 1 7-7" A 7-10'181 18 1819 20 5'S" 20 21 22 4, 7,5 'a 7-5' 7-3" A A 7.8' 2'6' B B 18 16 17 17 19 19 20 20 Y-1' 4'-10" C C 79 19 20 19 21 21 22 22 EXp 0 f 00 - 8.5 9 2-1" 7-0' A A 214' 2-3' B a 16 16 17 17 1B 18 20 19 4'-T 4'4' C C 19 19 19 19 20 20 22 21 II - r f J " PRINTED ON 4129/2009 IAPMO ES REPORT 40113 IAPMO PAGE NUMBER 21 OF 57 SOLID COVER 5.0 POST SPACINGS FOR PATIO'AND COMMERCIAL COVERS 90 MPH WIND AREAS 0.042'x3"x8" Box. Beam Detail N30 Doubts 0.042'x3"x8'-Beam Detail N25 Double 0:032"x2"x6.625" Bearn: Detail N25 0.042"x3"x8" Box.Beam (Detail N30) - Double 0:042"xWxW Beam (Detail N25)Double 0.032'x2'x6.625" Beam Detail N25 TABLE'SA Attached Freestanding or Attadled Freestanding or Altarhetl Freestanding or TABLE 5.1 Attached Freestanding or Atlached Freeslanding'or Attached -Freestanding-or Structure Multispan Units _ Structure MultispanUnits Structure Mullispan Units Structure, Mullis an'Units Structure Multispan Units' Structure Multis an Units GROUND TRIS MAX I POST MAx MAX POST LENGTH. MAXMAXPOST LENGTH MAX MAX POST LENGTH GROUND TRIG MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REO'D POST MIN FOOTER 6 I 10 I 17 POST MIN FOOTER 6' I 1D' I 17 POST MIN FOOTER a' I 10' I 12' SNOW WIDTH POST RE POST MIN' FOOTER '6 I 1V I IT POST MIN FOOTER IT I 10' I 17 POST MIN FOOTER IT I IV I 17 LOAD '(FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTEF SPACING POSY SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEP LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED FOOTEP SPACING POST- 512E CONSTRAINEO FOOTER SPACING POS SIZE CONSTRAINED FOOTS (PSF) ON SLAB SLAB (FT) TYPE 'd -,r "d" "d. (FT) TYPE 'd "d "d "d (FT), TYPE -d "0' "d "d (PSF) 'ON SLAB �SLAS (FT) TYPE'd- "6" 'd '4' (FT) TYPE -Cr "d "d "a" (FT) TYP 'd 'd (FT) lin) 6n) (in) (n) (1n) (n) (in) in) (in) (in) (i1) xI) (FT) (in) (in) (in) (i) lin) lin (inj (in) (nI (h) 20 3 11'-10' A .94" A 20 25 26 28 151•9" B 24 28 29 31 '10-1* A 20 24 26 27 LIVE 3.5 -10.7 A 8'-Y A 20 24 26 27 14'-2" C 24 27 29 30 6-11" A 21 24 25 26 4 4 8'-11" A T-5' A 20 23 25 26 12'•10" C 24 26 28 29 8'-1' A 21 23 25 26 84" A 4.5' 7'-11- A B -S" A 20 23 24 '26 11'-9' C 25 26 28 29 T4' A 21 23 24 25 V-11" 5 r•1- A. 6'-1" A 21 23 24 25 10'-10" C 25 25 27 716, 6-9" A 21 22 '24 25 B 5.5 6'-5" A T-8" A 21 22 24 25 16-1" C 25 25 27 28 6.3" A 21 22 23 25 20 6 5'-11' A 5'd" A 21 22 23 25 6.5' C ZS 25 28 28 S -r A 21 22 23 24 21 6.5 T-5" A 4'-17 A 21 22 23 24 6-17 C 25 25 26 27 6-5" A 22. 22 23 24 23 7 T-1" A 4'-8" A 21 21 23 24 8'4' C, 25 25 26 27 5'•1" B 22 22 22 N 24 7.5 4'-S" A 4'-3" A 21 21 22 24 T-10" C 26 26 26 27 4'-9' B 22 22 22 24 T-2" 8 4'S" A 4'-0" A 21 21 22 23 r-5" C 26 26 26 26 4'-W B 22 22' 22 23 C 8.5 4'-T A 3'•17 A 21 21 22 23 T -t" C 26 26 26 26' 4'-3" B 22 22 22 23: 25 9 7-11" A T -r A 21 21 22 23 e'A" C 26 26 28 26 4--1" B 22 22 22 23 26 9.5 T-9" A, 3'-5" A 21 21 22 23 6.5" C 26 26 26 26 3'•17 8 22 22 22 23 26 10 TS A T-3' A 21 21 21 23 6-2" C 26 26 26 26 T-8' B 22 22 22 23 11 T-2' i A f 3!-0' I A 1 21 21 21 22 5:-0' 1 C 1 26 1 26 j 26 1 28. .3'6' 1 B 22 1 22 1 Z2 22 25 3 9'-7`' A 9'-0' A 17 22 .23 25 1514" C 20 25 26 28 P% B- 18 22 23 24 6' 35 6.2" A T-11" A 17 21 23 24 1T$ C' 21 24 26 27 6-e• B 18 21 '23 24 4 4 T -T A ,r -f" A 17 21 22 24 17.5 C 21 24 25 26 7'-9" B 18 21 22 23 84" A 4.5 8'4" A 6'-5 B 18 21 22 23 '11'4' C 21 23 25 26 'T-1' B 18 20 22 23 V-11" 5 5111" A 5'-11" B 16 20 22 23 10'4r C 21 23 N 25 v4r B 18 20 21 22 B 5.5 V-2" A 5'-5 B 18 20 21 22 9'-7 C 22 22 24 '8 6-0' B. 18 20 21 22' 20 5 4'$ A 51-0" B TB 20 21 22 6.1" C 22 22 23 25 S -r B 18 19 21 22 21 6.5 4'-S" A 4'4' 8 18 19 21 22 6-8" C 22 22 23 24 5'•2" B 18 19 20 22 23 7 4'-1" A 4'4" B 18 19 20 21 6-0" C 22 22 T! 21 /'-17 B 19 19 20 21 24 7.5 T-17 A 4'-1" 8 18 19 20 21T-7- 21 C 22 22 '23 .24 4'-r 8 19 19 '20 21 T-2" 8 X -7'A 25 7-10" B Is 19 20' 21 12" C 22 22 22 24 14' 8 19 19 20 21 C 8.5 X-C A T$" B 18 /8 20 21 6-17 C 22. 22 22 23 Ir -1" B 19 19 20 21 25 9 3'-7 A 3'-5" 8 18 YB 19 21 6b" C 22 22 22 23 T-11" B 19 19 19 21 26 . 9,5 3'-0' I A 1 Ta" It I /8 is 19 20 6-2" C 1 22 1 22 22 23 3* -0' 8 19 _ 19 19 20 90 MPH EXPOSURE C _ 25 3 6-r A 6-0' A 20 24 26' 27 15'4" C 23 28 29 31 91-W B' '20 24 26 27 6' 3.5 8'-2' A. T41" A 20 24 25 27 '1T-0" C 24 27 28 '30 6B' 8 20. 23 25 28 23 4 T-7 A 7!-1- A 20 23 25 26 17.5" C 24 26 28 29 T -r B ;21 23 24 2B 21 4.5 84" A 6.5"' 8 20 23 24 26 1114" C 24 26 27 29 'T-1" 8 21 22 24 25- 20 5 5'-9" A. V-11" 8 20 22 24 25 '16.6" C 25 25 27 26 6S 8 21 22 24 25 18' 5.5 5'-T A 5'.S B 20 22 23 25 6.9' C 25 25 26 28 64" B 21 22 23 25 B 6 4'-9" A 51-0' 8 20 22 23 24 91•1" C 25 25 26 27 S -r 8 21 21 23 24 7-7" 6.5 4'S" A, 4'$' 8 20 21 23: 2i 6-0" C 25 25 26 27 5'$" B 21 21 23 ,24 24 7 4'-1" A 414" 8 21 21 23 24 6-0" C 25 25 25 27 4'-17 8 21 21 '22 24 1 22. 7.5 3'-17 A 41'-1" B 21 21 22 24 T -r C 25 25 25 '28 4'-r' 8 21 21 22 23 6 T-7" A T•17 B 21 21 22 23 T-2" C 25 25 25 28 414" B 21 21 22 23 8.5 T4" A TA" 6 21 21 Z2 23 6-17 C 25 25 25 26' 4'-1" e' 21 21 22 23 9 T -r A TS" 8 21 21 22 23 V -v C 25 25 25 28 3' 11' B 22 Z2 22 i3 9.5 T-0" A, 313" 8 21 21 21. '23 61" C 28 26 26 28' T-0" 8 22. 22 22 23' 10 1 7Y7 I A T-1" 1 8 1 21 1 21 1 21 1 23 1 S-11" C 26 1 26. 26 25 .T -G' 1 B 1 22 1 22 22 22. GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE. FREESTANDING. OR ATTACHED STRUCTURE 2 CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT �. DETERMINE WIND AND LIVE OR, SNOW LOAD OF STRUCTURE SITE IO (PATUNITS USE PSF,MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM TABLES 4.1 TO,4.8 THAT HAS ADEQUATE CLFIRSPAN FOR YOUR NEEDS, S. DETERMINE TRIBUTARY WIDTH FROM TABLE: 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE OF 2 6. CHOOSE A HEADER FROM TABLE 5.1 THAT HAS ADEQUATE' POST SPACING. 7. USE THE. APPROPRIATE FOOTER SIZE SHOWN. 60 3 4'-1" A 4'4" B 16 21 23 24 6'-0" C 19 24 25 27 4'•11' B 16 21 22 24 6' 3.5 TS A 3'-9" 8 16' 21 22 23 T-1" C 19 23 25 26 4'-3" B 18 20. 22 23 4 T-0" A 34" B 16 20 21 23 6-3" C 19 23 24 25 3'-9" B is 20 21 23 17 4.5 7-0" A 3'4r B 18' 20 21 22 11" C 19 22 :24 25 3'-5" B 10 20 2i 72 13' -5 '7-5"' A 2'd" B 16 19 21 22 T-7 C 19 22 �23 25 3'-1' B 18' 19 21 22 5.5 7-7" A 2'-0" B 16 18 20 22 14 C 19 21 23 24 7-17 B 16 19 20 22 e 7-0' A '7J' B 16' 19 20 21 4'-5" C 20 21 23 24 7-7" B 16 19 20 21 6.5 1--10" A 2'-1" B 18 19 20 21 4'-1" C 20 21 22 24 .7-5 8 16 18 20 21 7 1 1.11' I A I 1'•11" I B 1 16 1 15 1 20 1 2/ it 3-17 1 C 1 20 1 21 1 22. 23 11 7-3" 1 B 1 16 1 18 1 20 1 21 OVER- HAND 0 1' 7 3' 4' 5' TABLE 5.2 TRIBUTARY WIDTHS 6 T= 10 - 111' 17 13 14' 15' 16 17' 16 16 20 21' 27 d = 32" C 4.5' 5 5.5' 6 6.5 T L5' 6' 8.5' 9' 9.5' 10' 10,5' ta' 4:5' 5' 5.5' v 6.5' r 9.5' 6 8.5' 9 9.5' 10' 10.5' 11' 11.5' 5' 5.5' 6 8.5' 7 7.5 8' 8.5' 9' 9.51 10 10.5' 11' 11-5' 17 5.5' 6' 6.5' T 7.5' 6 6.5' 17 9.5 17 10.5 it, 11.5' IT 12.5' 6 6,5' T 7.6 8' 8.5' 9 9.5' 10 10.5' ill 11.5' 17 12.5' 13' SS' T- 7.5 6' 8.5' Ir 95' 10 10.5' 11' 11.5' 17 125' 13' 13.5' TABLE,5-4 Post, Requirements for FreestandingStructures Post Description Maximum Fooling Max Hei ht POST 0:0411'%3"x3' Steel Clover d = 23" 12' D 0,041"0"0" Steel Clover d = 23" V E'. 3116"0'x3' Steel' Square d = 32" 15' F 3116'x4'x4' Sleel'S uare d = 38" 18' G 5116".%4'x4' Steel; -uare d = 42" 18' 'H 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN - UPGRADE THE POST IF THEHEIGHT ISNOT SUFFICIENT Amerimax Bullding Products' FREESTANDING AND MULTiSPAN UNITS USE TABLE 5.4 5208 Tennyson Parkway 9. FIND THE O/C'SPACING'OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 Plana,Teias 75024 10- USE THE APPROPRIATE DETAILS Carl Putnam, P. E. FOR PATIO .SLABS FOLLOW 16 FROM. ABOVE THEN 3441 IYylink Puree SLAB 7. DETERMINE MAXIMUM POST SPACING,ON SLAB FROM TABLE 5.1 Lyrtchburg, VA -24503 SLAB 8. USE THE SMALLER OF THE POST;SPACING ON SLABORHEADER POST SPACING cad outnamtaeomcast.nel SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR -SLAB REQUIREMENTS:INSTEAD OF THESE TABLES SLASH. CHECK TABLES SLAB1 AND SLAB2,ON M5 FOR CORNER DISTANCE REQUIRMENTS. A G 4127/2009 Y ;t -A 301?�11 .-r A ` JUN 17 2009 -" - PRINTED ON 4/29/2009 i:nnn rriiieo c IN onen•. cewrrun_c -6 12 IAPMO ES REPORT #0113 IAPMO PAGE NUMBER 22 OF 57 26'-10' 12 Ga 3'x8' Steel C Beam Detail T) 16 Ga.3"x8" Steel C Beam' Detail 7 Double 12 Ga 3'xB" Steel -C Beam T and AYj 12Ga3'x8' Steel C Beam Detail:- 16 Ga 3'x8' Steel C Beam Detail T Doubts 12 Ga 3"W" eel C' Beam' T and A' TABLE 5.5 Attached Freestanding or Attached Freeslandtng Dr ADached Freestanding or TABLE 75.5 Attached_ Freestanding or Attached Freestanding or Al[ach4ld Freestanding or 30-0' Structure Mullispan Units Structure Mullispan Units Structure Mulfispart Units. _ Structure Muffispan Units Structure Mullis an Units Structure Mulus an Units GROUND TRIO MAX POST MAX POST LENGTH MAX POST LENGTH MAXAX POST LENGTH GROUND TRIO MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST. LENGTH MAXad- SNOW WIDTH POST RE01) .MAX POST MIN FOOTER B' I 17 I 16' POST MI8' I 12' I 18' POST MIN' I 12' ' 18' SNOW WIDTH POST RE POST B' I 77 I 18' POST MIN FOOTER 6 I 17 18' POST MIN FOOTER LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED FORTE dMINFOOTER SPACIN PONSTRAINED FOOTS SPACING NSTRAINED FOOTE LOAD IFT) SPACING FOR SPACIN SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS SPACING 0.S SIZE CONSTRAINED FOOTS(PSF) ON SLAB SLAB (FT) TYPE 'd' 'd 'd' 'd' (FT) TYb' 'd' 'd (FT) - 'd 'd IPSP) ONSLAB SLAB (FT) 'd' 'd 'd' 'd' (FT) TYPE "d' 'd- .d 'd (FT) TY 'd 'd' 'd' 'd - !Ea (FT) lint (In) (in) (M) �) (int lin) m) 1�1 (in) (F7 lin fin) 1�) lin lin li^) lin)- (�) lint On) fin) 0.) 26'-10' 90 MPH EXPOSURE B 31 6 30-0' B 26'. '29 10 3 22'-8' B 30'•0• B 26 29 32 C LIVE 3.5 Itr-v A 30'-0' C 27 29 32 32 30-0' 4 17'-0• A 29'-9' C 26 29 32 27 3D 4.5 151•1- A 28-8' C 29. 29 32 C 28 5 13'-7- A 27'•9' C 30. 30 32 31 18.1' 5.5 174' A. 26-11• C 30 30 31 31 32 6 114' A 26'-2' C 31 31 31 D 32 6.5 10.5' A 2515 D .31 31 31 5 30.0- 7 44 A 24'-11' D 32 32 32. 27 28 7.5. 9.1" A 24'4' 0 32 32 32 C 27 6 8'-6" A 23'-17 0 33: 33 33 33 13'-9" 8.5 6-0' A 23'-5" 0 33, 33 33 35 35 9 Tb" A 27.11' 0 34 34 34 D 36 9.5 T-7' A 27-2'' 0 34 34 .34 D 291.8' 10 614' -A 21'-5" 0 34 34 34 28 28 11 e`-7' A 20-21 D 3535 31 35 C 28 tI 54' A 14-1" 0 35 3_5 35 A 101-17' 13 5'•T A /6'-1' 0 35 35 35 38 38 9D MPH EXPOSURE C 211 28 28, 35 26.2' D 26'-10' B 25 28 31 6 30-0' B 26'. '29 32 B 24'4' B 25 28 31 B 30-0' C 27 29 32 3.5 27-5' B 26 27 30 32 30-0' C 28 29 32 30 20'4" C 26 27 3D 32 30-0' C 29 29 32 A 1914" C 28 26 29. 34 30-0' C 30 30 32 31 18.1' C 26 26 29 36 3(r4r D 31 31 32 C 1 r-0" C 27 27 28 C 3041' D 32 32 32 C 161-0" C 27 27 28 5 30.0- D '33 33 33 33 157-2" C 27 27 28 _ 30'-0' D 34 34 34 35 14'-5' C 27 27 27 A 30-0" D 35 75 35 33 13'-9" C 27 27 27 29 24-9' D 35 35 35 35 13'-r C 28 28 28 C 27-2' D 36 36 36 C i7+r C 28 26 28 D 291.8' 'D 36 36 36 6.5 12'-1' C 28 28 28 35 26-r D 37 37 37 31 11'-8' C 28 28 28 38 271-W 0 ,37 37 37 A 101-17' C 28 28 28 32 26'-11,' D 38 38 38 28 10'-0' C 211 28 28, 35 26.2' D 39 '39 39 D 91.3' C 28 26 26 C 31 E 39 39 39 D 10 3 275 A 30'-0' 6 29 32 36 35 47 25'' B 26 31 34 32 30-0' B 29 32 36 36 LIVE 3.5 19'-5' A 28'-11' C 31 32 35 35 23'-9' B 29 30 34 3130-0' 304r C 31 32 36 36 4 "IT4r A 27'-W C 32 32 35 34 27-V B 29 30 33 31 305 C, 32 32 38 36 4.5, IT -1' A 28.7 C 32 32 35 34 20'-r C 30 30 33 30 30-0' C 34 34 36 36 5 '13'•r A 25'Y7 C 33 33 3/19`4' 34 17-7' C 30 30 32 30 30-0' C 35 35 36' 35 5.5' 124' A 25'4' C 34 34 34 33 18'-1' C 30 30 32 29 30-0' D 36 38 36 35 6 11'4' A 244' C 35 35 35 33 t r-0" C 31 31 31 29 30'-0' D 37 37 37 35 6.5 10 A 23'-9' C 35 35 35 33 -0-5' 18'" C 31 31 31 29 24.7 D 38 38 38 35 7 91-r A 23-2" D 36 36 36 32 15'-r C 31 31 31 28 Ze'-11" O 39 39 39 35 7.5 91-1" A 27.8' D 36 36 36 32 14'-S' C 31 31 31 28 2B•3' D 39 39 39 35 B. 8'4' A 22•-r D 37 37 37 32 13' $ C 31 31 31 28 27.9'D E 40 40 40 34 8.5 8-0" A 21'-9' D 37 '37 37 31 17.2' C 32 32 32 27 27-2' O 40 40 40 34 9 T -r A 21'4- D 38 38 '38 31 12'-- C 32 32 32 27 26.8' 0 41 41 41 34 9.5 T -r A 211-0' 0 38 '38 38 31 1T-1' C 32 32 32 27 28.3' D 41 41 41 34 go;EXPOSURE B 10 V r A 20'-r O '39 39 39 31 111.8" C 32 32 32 27 2Y-17 D 42 42 42 '35 D 11 6-r A 20'-0' O 40 40 40 30 10'•10- C 32 32 32 26 2V -O' D 43 43 43 35 26 12 4' 5W2" A 19'-1' D 40 /0 40 30 10'47 C 32 32 32 26 24'4' O 44 M 44 35 33 13 5-2"A A 18'•1' D 41 47 41 30 91J' C 32 32 32 17'-1 2Y -V D 44 44 M 35 20 3 11'-17 A 26'-17 C 25 28 31 35 17-8• C 21 26 29 32 3041' O 26 29 32 36 LIVE 3.5 10•r' A 2V-6' O 25 28 31 35 15'-10' C 22 25 28 3130-0' 301-W D 27 29 32 36 4 6.11' A 24'-5' 0 26 28 31 34 14'4' C 22 24 27 31 Xr-7 D 26 29 32 36 4.5 7'-11- A 23'-V D 27 27 30 34 13'-r C 22 24 27 30 .2914- D 29 29 32. 36 5 r•i• A 22'-r 0 27 27 30 34 17-7' C 72 24 26 30 28•.8' D 30 30 32 35 5.5 6.5' A 20.11- 0 28 28 30 33 11'-3' C 23' 23 26 29 2r -r 0 30 30 32 35 6 5'-11' A 14-9' 0 28 '28 29 33 10-r' C 23 23 26 29 26'-17 0 31 31 31 35 6.5 5'-5" A 18'-r D 28 28 29 33 9'.8' C 23 23 25 29 26-r D 32 32 32 35 7 5'-1' A 1T-17 D 29 29 29 32 T-1' C 23 23 25 28 25'4' E 32 32 32 35 1.5 41A' A 17'-1' 0 29 29 29 32 111. C 23' 23' 24 28 24'-11" E 33 33 33 35 8 4'-r A 184' D 29 29 29 32 7•-11" C 23' 23 24 28 24'-5' E 33 33 33 34 6.5 41•2- A 15'.8" D 29 29 29 31 T.8' C 23 23 24 27 2T-11" E 34 34 34 34 9 Y-11' A 151-1' 0 29 29 29 31 1a' C 23 23 24 27 23'5' E 34 34 34 34 9.5 14' A 14'5 O 29 29 '_29 31 6.8' C 23' 23 23 27 2T -O" E 34 34 34 34 go;EXPOSURE B 10 TS A 14'-0• D 30 30 30 31 64' C 23 23'23 22 27 27.8' E 35 35 35 '35 D 11 T --A 30- 13'-r 0 30 30 '30 30 5'-10- C 23 23 23- 26 20-- E 35 35 75 35 26 12 2'-11' A 12'4- D 30 30 30 30 5'4' C 23' 23 23 26 18'-17" E 35 35 35 35 33 17 74' A 11'-6" D 30 30 30 30 4'-11' C 23 23 2326 17'-1 17.81 'E 35 35 . 35 30 90 MPH EXPOSURE B 24.17 D 26 31 34 _ 38 i5'-1' C 23 27 31 35 30-0' O 29 32 36 40 30 3 '8'•7 A 24'-/7 D 24 28 31 35 15.1' C 20 25 28 31 301-W D 26 29 32 36 3.5 6'-17 A 23'-r D 25 27' 30 34 ITS C 21 24 Z7 30' 29'-7 D 27 'N 3 36 4 C-0' A 27-3" D 25 27 30 '34 17-r C 21 24 26 .30 28'-5' D 28 29 32 36 4.5 54- A 20'-8' D 26 27 30 33 11'-1' C 21 23 26 .29 2T4" E 28 28 32 35 5 4'-17 A 19'4' D 26 26 29 33 f0-21 C 21 23 25 29 26-5' E 29 29 31 35' 5.5 4'4" A' is, -r D 26 26 29 32 91J' C 21 22' 25 28 25'-7' E 30 30 31 35 6 4.1- A 17'-1' D 27 27 28 32 81-V C 21 22 24 28 24'17 E• 30 .30 31 35 6.5 3'-8'- A 16'-3' D 27 27 28 32 7'-10' C 21 21 24 28 24•-r E 31 31 31 34 7 3'5' A /S'-5' D 27 27 28 31 N' C 21 21 24. 27 23'-7' E 31 31 31 34 7.5 37•2' A 14'-9'D D 27 27 27 31 8'•17 C 21 21 23 27 2311' E' 32 32 32 34 6 7-0' A /4'-1' 0 28 28 Ze 31 6-5' C 21 21 23 27 27-7' E 32 32 32 34 11.5 2'-10" A 13'-6' 0 28 28 29 30 6-0' C 21 21 23 26 21'4- E 32 32 32 33 9 7.8' A 17.11' E 28 28 28 30 5'.8' C 21 21 23 26 20'-r E 32 32 32 33 go;EXPOSURE B 9.5 '76' A 12'-0'' E 28 28 Z8 .30 5'-5' C 21 21 22 26 19'x2' 1 E 32 32 1 32 1 33 30 3 8'-0" A 24.17 D 26 31 34 _ 38 i5'-1' C 23 27 31 35 30-0' O 29 32 36 40 40 3.5 61•17 A 237-r D 29 30 34 38 131-W C 24 27 30 34 24.7 O 31 32 38 40 4 6-0' A 22'-1 D 29 30 33 37 17-7' C 24 26 29 33 2815' 0 32 32 35 40 4.5 5'4' A 2D -r D 30 30 33 37 11'-1' C 24 26 29 33 274- 'E 33 '3J 35 39 5 4'-10" A 194" D 30 30 '32 36 10-7' C 24 25 28 32 26-5' E 33 93 35 39 55 44' A 16'-21 D 30 30 32' 38 4.3' C 24 25 26 32 25'-r E 34 34 34 39 8 41-0" A 1T-1' D 31 31 31 35 B-0' C 24 24 27 31 24'-17 E 35 35 35 38 6.5 3'-0' A 16'-3' D 31 31 31 35 T-17 C 24 24 27 31 24'-2" E 35 35 35 38' 7 7-5' A 15'-5' D 31 31 31 35 r4' C 24 24 28 3023'-r 21•-r E 36 35 36 .38 715 3'-2' A 14'-9'D E 31 31 31 34 6'-17 C 24 24 26 30 2T-1' E 37 37 37 38 8 7-0' A 14'-1' D 32 32 32 _34 6'-5' C 24 24 26' 30 27-r E 37 37 37 3B. 85 2'-17 A 13'5 0 32 32 32 34 8-0' C 24 24 25 29 21'4' E 37 37 37 :37 97.8' 7-1' A 17-11' E 32 32 32-, 34 S'.8' C 24 24 25 29 20-r E 37 37 37 37 9.5 73" 1 A 175 E 1 32 1 32 32 33 5'-5' C 24 24 25 29 14.2' 1 E 1 37 1 37 1 37 1 37 Jul 9D MYH eXPUSuKt U 40 3 VA" A 27-5' D 27 30 33 38 1r -r C 22 26 29 33:28'-V D 29 '32 35 40 3.5 5•-2" A 20'4+ 0 27 29 33 37 10-11' C' 22 26 28 32 2T-0' E 30 31 35 39 4 4'1'- A 18'-8' 0 28 29 32 36 91.8' C 22 25 28 32 25'-17 E 31 31 35 39 4.5 4'1' A 1rJ' 0 25 20 31 36 8'-1- C 22 24 27 3124'.10' 24'•1 E 32 '32 34 38 5 'T-7' A /8'-1' D 28 28 X31 35 T-9' C 22 24 27 31 '24'-0' E 32 32 34 38 5.5 T.7' A 15'-1• 0 29 29 31 35 7'-1- C 22 23 26 30 211- 'E 33 '33 34 38 6 3'-0' A. 14'-2' 0 29 29 30' 34 6.8' C 22 23 26 30 27-7' E 34 34 34 38 6.5 74' A 13•-5' 0 29 29 30 34 6-0' C 22 22 25 29 21•-r E 34 34 34 37 7 7-7' A 174' E 29 29 29 33 5'•r C 22 22 25 29 1V.8" E 34 a, 94 37 7.5 7-5' A 17-1- E 30 30 30 33 5'-2' C 22 22 25 29 165- E 34 3A >< 38 8 7J• A 11'-7 E 30 30 30 33 4'-10' C' 22 22 24 28 174' E 34 34 Jfi 85 7-1' A 11'-1' 'E 30 30 30 33 4'-7' C 22 22 24 i0 18.4' E 34 3+ 3r 35 9 7-0' .A 10-r -E 30 30 30 32 44' C 22 22 21 28 151-5' E 34 34 3/ 35 go;EXPOSURE B 40 3 8•-1' A 22.3` D 23 27 30- 34 17J' C 19 24 26 30 3.5 5•-r A 204' 'D 24 26 '29 33 10-11' C 19 23 26 29 y 4 4•1• A 18'4' 0 24 26 29 33 91.8- C 19 22 25' 29 45 4'-0'- A 17'-1 D 24 26 28 32 8'-r C 19 22 24 28 _ ESg 5 5.5 Y-7' 7-3' A A 18'-1• 15'-7 O D 25 25 25 25 28 28 32 31 rA' T-1' C C 19 19 '21 21 24 24 2e Z7 QQR �' ,1 Py% - 6 Y-0' A 14'-2' 'D 25 25 27' 31 6.8' C 19 '21 23 21 6.5 74' A 13'-5' D 25 25 27 30 6-0' C 19 20 23 26 '7 2'-7•' A 12'-9• E 25 25 27 30 5'-1' C 19 2D n 26 � C pppp pppp 13 7.5 7-5" A 17-1' E 26 26 26 30 51-r C 19 20 22 28 ', E 0 1 no 8 Z-3' A 11'-r E 26 26 26 30 4'-17 C 19 19 22 26 j * 85 7.1' A 11'-1' E 26 26 26 29 4'-r C 19 19 22 25 9 7-0' A 10'-7' E 26 26 28- 29 4'4' C 19 19 21 25 L (1 Jul PRINTED ON 4/29/2009 enl In rnucG S In OnST QgaI`NA -Q. Fn/O PATIn AMR rnMMCC-AI rn - on mou -nun Am- IAPMO ES REPORT #0113' IAPMO PAGE -NUMBER 23 OF 57 12 Ga 3"x8" Steel C Beam' Detail T 16 Ga3'x8" Steel C Beam Detail T Double 12 Ga 3'x8" Steel'C:Beam T and AY) 12 Ga 3'x8' Steel C Beam Detail T 16 Ga 3x8" ea "x8" Steel C Bm Detail T 3 Double 12 Ga"x8" Steel C Beam and A' TABLE 5.5 Attached Freestanding or Attached Freestanding or -Attached Freestanding or TABLE5.5 Attached Freestanding or� Attached Freestanding or Attached Freestanding or Structure Mullis an Units Structure Multispim Units Structure Mullispan UnitsStructure Mullis an Units Stricture Mullis an Units Structure Multi an Units GROUND TRIG MAX POST- MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TWO MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAI( NO POST LENGTH SNOW WIDTH POST RED D POST MIN FOOTER 8' I 17 I -18' POST 'MIN FOOTER a' I IV I 16 POST MIN FOOTER 8' I 17 I 18' SNOW WIDTH POST RE POST MW FOOTER Ir I 17 I IV POST MIN FOOTER a' I 17 I 1B POST MIN _FOOTER '6 I 17 I 18 LOAD IpT) SPACING FOR SPACIN POST SIZE CONSTRAINED FOOTS SPACIN POS 5RE CONSTRAINEDFOOTE SPACING POS SIZE CONSTRAINETIFOOTE LOAD (FT) SPACING FOR SPACIN POS 912E CONSTRAINED'FOOTE SPACINGPOST Sin CONSTRAINED FOOTS SPACING OS SIZE CONSTRAINED FOOTS ipso) ON SLAB SLAB (FT) TYPE "de 'Q' 'd' 'B (FT) TYPE 'de V ed -a- tF n TYPE -d- -d" -d- -,r (PSF) ON SLAB SLAB (FT) TYPE -d" -tr 'S "d' (FT) TYPE -d- •d. •d. "C (FT) TVP -d' "d" 'G -d" (FTI (in) (in) n) (6i (in) n (n (in (n) lin)' (In) (int (FT) lin) (in)' (n (in On). (in) (in lin) (n). (in) fn - (in) 90 MPH EXPOSURE C 20 3 11'-10' A 26'-17 C 28 31 35 39 1r -r C 25 28 32 36 W-0, D 29 32 36 40 LIVE 3.5 11-r A 25'4" 0 29 31 34 39 15'-17 C 25 28 31 35 314r 0 31 32 35 40 4 4 8-11" A 2413" D 30 31 34 '38 14-/" C'. 25 27 30 34 31-0' D 32 32 36 40 4.5 4.5 T-11' A 23'-5' 0 31 31 34 38 1T-21 C 28 27 30 34 29-7* 0 33 33 .36 40 5 5- T-1" A 27-r D 32 -32 33 37 17-r C 26 26 29 33 26'-6" D 34 34 35 40 5.5 5.5 T-5" A 27.11' 0 32 32 33 :37 11'-3" C 26 26 29 33 2T:r D 35 35 35 39 8 6; 5'-11' A. 19-7 D 32 32 32 37 10'4' C 26 26 28 32 :26-17 0 36 38 36 39 6.5 6.5 5'-5' A 18'-7 D '33 33 33 36 9-9" C 26 26 28- 32 26'-r D 36 36 36 39 7 7 5'-1" A 17'-10 D 33 33 33 35 9-1" C 26 26 21 31 25'-8" E 37 37 37 39 7.5' 7.5' 4'4" A 11,-1' 0 33 33 33 35 84" C 26 26 27 31 24'41" E 38 38 38 36 8 6 4'-5" A 164' 0 33 33 33 -35 7--11- C 26 26 21 31 24'-5' E 38 38 38 38 S.5 .8.5 4-7' A 15'-V D 34 34 34 35 T4"- C 26 26 26 30 23'-11" E 39 39 39 39 9 9 3=11" A /5'-1" D 34 34 34 '35 r-1" C' 26 26 26 30 23'-5" E 39 39 39 39 9.5 9.5 3'-9' A 1412' 0 34 34 34 '1 68" C 26 26 25 30 '23'-0' E 40 40 40 40 10T4' A 14'-!1, D 34 34 3/31 6-1" C 26 28 26. 30 27-6' E 40 40 40 40 11 7-r A 13'-r D >• 34 1 34 34 V-17 I C 1 26 28 1 26, 1 29 11 2a -r I E 40 1 40 1 40 1 40 4fl MPH FXPOSURF R - 25 3 9-7- A 28'-5' O 24 '2e 31 .35 1r-1' C 21' 25 28. 32 30'-0e 0 28 29 '32 36' 40 3.5 BS A 25'-1" D 25 29 31 35 152" C 22 25 28 31 31-0' D 27 29 32 36 40 4 r -2"A r -r 2414r D 28 38 31 34 13-17 C 22 24 27 31 3/-0" 0 28 29 32 36 40 4.5 62" A 23'-0' D 27 27 30 34 172' C 22 24 27' 30 29.1" O 29 29 32 36 40 5 5'-7 A 21'-7' D 27 37 30 34 11'-9' C 22 23 26 36 28-1" E 30 30 '32 36 39 5.5 5'-2" A 20'-3' 0 37 27 29 33 11-11" C. 22 23 28 29 2T -r E 30 30 31 35 39 8 4'•6' A 16-r O 28 28 29 '33 11-1" C 22 23 25 29 W-5' E 31 ,31 31 35 39 6.5 4'-S A 16-2" 0 26 28 29 32 9-4' C 22 22 25 28 25'-9' E 31 31 31 35 39 7 4'-1' A 17'-4- D 28 38- 28 32 82' C 22 Z2 24 2B 29.1" E 32 32 32 35 35 7.5' Y-10' A 18-T O 28 28 28 32 8-1' C 22 22 24 28 24'-V E 32 32 32 34 38 8 7-7' A 15'-10" D 29 29 29 31 1,.7" C. 22 22 24 27 '24'4r E 33 33 33 34 38 S.5 34' A 15'-r D '29 29 29 31 1,-r C 22 22 24 27 .232' E 33 33 33 34 38 9 3'-r A 14'-T 0 29 29 29 31 64" C' 22 22 33 27 '27.1- E 34 34 34 34 39 9.5 1 T-0" I A 1 14'-1' 1 D 1 29 1 29 1 29 31 8'2' I C 1 22 1 22 23 27 1 27.7' E 34 34 1 34 1 34 90 MPH EXPOSURE C 25 3. 9'4- A 26'3' 0 '28 31 35 39 11,41 C Z4 i8 31 35 3U -Cr D 29 32 36 40 3.5 15 T -r A 25'-1' D 29 31 34 38 154' C 25 26 31 35 31-0' D 31 32 38 40 Al 4 r -r A 24'-lr D 30 31 34 38 1T-17 C 25 27 30 34 30'-0e 0 32 32 36 40 4.5 4.5 62' A 23'47 D 31 31 32 .38 172' C. 25 26 29 33 29.1" O 33 33 35 40 5 5 51-9' A 21'-T O 31 31 33 .37 11'4" C 25 26 29 33 28'-1' E 34 34 35 39 5.5 5.5 5'-7' A 21-Y' D 32 32 33 37 11-11" C 26 26 28 32 Zr-2' E 35 35 35 39 6 6 4'-r A 19'-r D 32 32 32 36 11-1e C 26 26 28 32 26.5" E 35 35 .35 39 6.5 6.5 4'-5" A 18'-r D 32 32 32 36' ". C 26 26 28 32 35'-9' E 36 36 36 39 7 7 4'-1' A 17'4" 0 '32 32 32 36 68' C' 26 28 21 31 25'-1' E 37 37 37 35 7.5 Y-17 A 18'-7' D 33 33 33 35 8.1" C 26 28 27 31 244' E 37 37 37 38 8 T-77 A 15'-17 D 33 33 33 35 T -r C 26 26 26 30 '24'-0' E 39 38 38 38 8.5 T -C A 15'-r D 33 33 33 35 r -r C 26 26 26 30 423'4' 1 E 38 1 38 38 38 9 T -r A 14'-r 0 33 33 33 34 64' 1 C 26 25 38 30 2Y -Y' E 39 39 .39 39 9.5 7-0' A 14'-1" D 34 34 34 34 BSe C 26 26 '26 30 77-7' E 39 39 39 39 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. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5,2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2,PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE '.FOOTER'SIZESHOWN. 90 MPH EXPOSURE 8 _ - - - 60 3 4'-1" - -A tr-5` D 21 26 26 32 818' C 17 22 25 28 24'-10' E 24 28 31 35 3.5 3.5 3'4' A 15'4r D 22 25 26 31 r8" C 17 21 24 27 27-T E 25 27 30 34' Al 4 3'-0" A N'•r"' D 22 24 37 31 V-7" C 17 21 23 '27 2Z -P E 26 27 30 34 4.5 4.5 781 A 13'-7 E' 22 24 .27 00 5'=17 C 17 20 23 36 211' E 26 27 30 33 5 5' 7.5" A 12'-3' E 22 24 26 30 V-3" C 17 20 '22 28 168• E 26 26 29 33 5.5 5.5 2'-2- A 11'-S E 73 23 26 30 4'-9' C 17 19 22 25 1r-0" -E 26 26 28 32 6 6' 7-0" A 10'-e- E 23 23 26 29 4'8- C 17 19 22 25 15'-r E 26 26 28 31 6.5 6.5 11-10" A 10'-i' E 23 33 25 29 41" C 17 19 21 25 14'-5" E 26 25 27 31 7 7 1'-9N A 6-T E 23 Z3 25' 29 3'4' C 17 I8 21 '25 13'-5' E 26 28 27 30' 7.5 1'•1, A 8-1' E 23 23 25 2e T-6" C 17 Ifl 21 24 17.1, E 26 26 25 30' e 1'4" A 8'4" E' 23 23 .24 38 7.3" C 17 IB 20 24 11'-10" E 26 26 36 30 8.5 1'•5' A 6.3" E 24- 24 24 2tl Y -i" C 17 18 20 24 111•1- 'E 26 26 26' 29 60 n 7 r • • ^` `^ 4't V A 17.4- D 25 28 32, 36 S'4" C 19 24 27 31 24'-10' E 28 31 34 38 d =- 42' 3.5 Y-6" A 15'4" D 25 28 .31 35 T8' C 19 23 26 '30 23'-7' E 29 30 34 38 9 Al 3'0 A 14'8" 0 25 17 30 34 a-7' C 20 23 26 '30 27-7' E 29 30 33 38 10' 4.5 7-8" A 13'-r E 26 27 30 34 5'-17 C 20 22 '25 29 212' E 30 30 33 37 11' 5 21-5" A iZ-r E. 26 26 29 33 5-3" C 20 22 25 29 IF -a" E 30 30 32 36 5.5 2'-r A 11'-5" E' 26 26 29 33 4'-9' C 20 21 24 28. 17'2' E 30 30 -31 35 6 2'-0" A 10'4" E 28 26 28 32 44" C 20 21 34 28 15'-7" 'E 30 30 31 3S 6.5 1'-10' A 11=1' E- 26 26 28 32 4'-0' C 20 21 24 38 14'-5' 'E 30 30 30 34 7 1 1'4" 1 A I 9.7' I E` 1 21 1 27 1 28 1 32 Ij 7-9' 1 C 1 20 1 20 1 23 1 27 11 13'S' 1 E 1 30 1 30 30 1 7A TABLE 5A Post Requirements for Freestanding Structures Post Description Maximum Footinq Max Height POST 01041 "x3"x3" Steel Clover d = 23" .12' OVER- 0.041"x3"x3' Steel Clover- - d-= 23" B. TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 3/16"x3"X3"•Steel Square. d-= 32" 15' HANG 3!16"x4"x4" Steel Uafe. d = 38" -18' G PROJECTION OF SINGLE SPAN STUCTURES'IFT) d =- 42' 18' H FT 8' 9 10' it' 1T IT 11' 15' 18 11, 16' 19' 20' 21' 27 0' 4- 4.5' 5' 5.5" 6 6.5' T 7.5'V 8.5' 9 9.9 10' 10.5' 11" 1' 4.5 S' 5.5 V 6.5' 7' 7.5' 8' 8.5' 8 9.5' 10' 10.5' IT 11'.5' 2' 5' 5.5' 6' 6.5' T' 7.5' 8' 9.5' 9 9.9 10' 10.9 11' 11.51 17 7' 5:5' 6 6.5.r 7:9 8' 8.6 9' 9.5' 1110.V 11' 11.5' 17 12.5' 4- 6' 6.5' 7- 7.5' '8' 8.5' 6' 9.5' 11 10.5' 11' 11.5' 17 12:5' '13' TABLE 5A Post Requirements for Freestanding Structures Post Description Maximum Footinq Max Height POST 01041 "x3"x3" Steel Clover d = 23" .12' D 0.041"x3"x3' Steel Clover- - d-= 23" B. E 3/16"x3"X3"•Steel Square. d-= 32" 15' F 3!16"x4"x4" Steel Uafe. d = 38" -18' G 5/16'.4'x4' Steel uare d =- 42' 18' H 8. FOR SINGLE SPAN ATTACHEDMNIT"USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT 1S NOT SUFFICIENT Amer)max,Building Products FREESTANDING AND MULTISPAN.UNITS USE TABLE 5.4 5_208 Tennyson Parkway 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 Plano, Texas 75024 10. USE, THE APPROPRIATE DETAILS Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6FROM ABOVE THEN 3441 Ivyl(nk Place, SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB ,FROM TABLE 5:5 Lynchburg, VA 24503 SLABS. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING aadoumamfficomcasLnel SLAB 9. FOLLOW 911 FROM ABOVE SLAB,10. FOR -TWO POST. STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF. THESE TABLES Sl -A611- CHECK TABLES SLA131 AND SLA82 ON M5 FOR CORNER.OISTANCE REQUIRMENTS- 4/27/2009 jUN ) :7 zoos PRINTED ON 4/2912009 SOLID COVER -5.0 POST SPACINGS FOR R or 96 MPH WIND AREAS GROUND 5NOW WIDTH POST REO9 PPOST OST MIN FOOTER_ 8' I S;L 1012' POT MIN FOOTER 8' X I SOLEI 017 LOAD(FT) SPACING FOR $PACtN POST SIZE CONSTRAINED FOOTS SPACIN POS 112E CONSTRAINED FOOTSPACINPSF) ON SLAB SLAB (FT) TYPE 'd- 'd- " d" 'd'(FT) TYPE dd'd' 'tl' JISPOST (FT) (F.T) (in _ _(in) (in) (in) _ (in) __ _(in) (i^. 9D MPH, EXPOSURE B 10 3 27-8^ A 124- A 19 21 23. 24 1416` A 20 21 27 23 LIVE 3:5 '16.5" A 1114' A 19 21 22 23 13'-9" A 21 21 22' 23 23 4 171-T A P-11" A 19 20 22 23 13'-T A 21 21 21 23 22 4.5 15'-1' A 9-0' A 20 20 21 23 174" A 22 22 22 23 22 5 13••7" A 84" A 20 20 21 22 12'-7 A 22 22 • 22 22 1-'-r 5.5 17-4" A T4" A20 22 20 21 22 11'-T A 23 23 23 23 11 V' -6 11'4- A r-7 A. 20 20 20 22 11'4, A. 23 23 '23 23 T4" 6.5 10'-5" A 6'-9" A 20 20 20 '21 f0' -T 8 23 23 23 23 28 ,7 '74" A V-3" A. 20 20 .20 2110'•7' 23' B 24 24 .24 24 126' 7.5 9'-1" A 5'•11' A 20 20 20 '21 91r A 24 24 24 24 23 8 -6411' A 5'-r A 20 20 20 21 T -V` 8 24 24 24 24 6S" 8.5 6-0•' A 5'4' A 20 20 20 21 9'-2' a 24 24 24 24 29 9 T-6' A 5'4r A 20 20 20 20 '6'-10' 8 23 25 25 25 27 9.5 r=7 A 4'-101 A 20 20 20 20, 8'-7- B 25 25 45 25 23 10 S$ A 4•-r A 20 20 20 '20 84' B 25 25 25 25 24 11' 6'-7' A 4'-7 A 21. 21 21 21 7'-11' B 25 25 25, 25 11'-10" 12 -S-0" A 3'-11' A 21 21 21 21 '7-T .8 26 26 '26 26 .8'-10' 13' 5'-T A _3'-r A- 21'. 21 - 21 21 r -r 6. 28 26 26: 28 IAPMO ES REPORT #0113 IAPMO PAGE NUMBER 24 OF 57 1'F.asaa' Detail H 6.5' Roll Fanned Fascia(Detail E California Extruded Fascia (Detail G) Classic ExtrudedFasciaDetail H hed Freestanding or TABL_ E.5.6 Attached- Freestanding -or Attached Freestanding or Attached, lFreestanding or Aura Multispan Units - Structure Mull( an Units Structure Mullis an,Units Structure IMultispan Units MAX POSTLENGTH GROUND TRIG MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH A4A% -J-d AX'POST LENGTH ]OTER 8' I 10' I 12' SNOW WIDTH POST REO POST MIN FOOTER B' ( 101 I 12'- POST MIN FOOTER -8' I 101' I _ 17 POST j -F & I 10' I 17 ,SIZE, CONSTRAINED FOOTS LOAD (FT) _$PACING FOR SPACIN POS SIZE CONSTRAINED FOOTS SPACINGPOST SIZE CONSTRAINED FOOTS SPACING NSTRAINED FOOTS 'd" -d- 'S -d" (PSF) ON SLAB 'SLAB (FT) TVP '-d' 'd" -d' 'd- (FT) TYPE 'tl-_ -d- -d-' 'd' (FT) (in (in) (inj fin) FT) (iN (ml (Int (int (in)- (ml Iml (int nt (int (int 17'-101' A 22 23 24 25 iTJ" A 22 In 24 25 W-11" A 23 23 24 25 15'-10" B 24 24 24 25 15'x4' B 24 24 24 24 14'-101' B 25 25 25 25 14'5" 8 25 '25. 25 25 14'-0" B. 26! 26 26 26 13'-88 C 26, 28' 26 26 134` C 27 27 27 27 13'•1" C '27 27 27 27 17-10' C 27 27 27. 27 17-r C 25 '29 28 28 17-4" C 28 28 28 28 Iva C '28 2E. 28 29 111-9" C 29 29 29 29 11'6` C 29 '29 29 29 11'-1" 1 C 1 30 1 30. 1 30 1 30 103 3 22'8r A 12'4' A: 22 24 25 Z7 133' A 22 22 24 25 16-9" A 24 25 26 28 LIVE 3.5 17-5' A 11'-0' A 22 23 25 20 17.9' A 23 23 '24 25 15'-11' A 25 25. 26 27 -22 4 17-ir A 9'-11' A 22 23 24 '25. 17-7' 'A 24 24 24 25 15'-2" A 26' 26 26 27 22 4.5 15'-1" A 9d' A: 23 23 24 25 11'3" A. 25 25 '25 25 1-'-r A 26 26 26 77 22 5 13'-T A 6-4' A 23 23 23 25 11 V' A 2S 25 25 25 14'-1' 8 27 27 27 27 22 5.5 124' A T4" A 23 23 23 24 10'-11' A 26 26 26 26 13'-0' B X28 29 28 28 22 6 11'-4' A T-7 A 23 23 23' '24 101-r A 26 26 126' 26 11-31 B 25 .28 28 28 23 6.5 10'-5' A 614" A. 23 23 23 24 10'4" A, 27 27 '27' 27 17-11" B 28 29' 29 29 23 7 6S" A e'-3` A 23 23 23 23 10'-1" 8 27 27 '27 27 12-r' B, 29 29 29 29 24 7.5 5-1" A 5'-11' A 6 23 23 23 9'40` B 27 27 '.27 27 124" C 30 30 30 30 24 B 5-8'' A V -T A 23 23 23 23 66' B 26 28 28 28 17-1" C 30 30 30 30 24 B.5 647• A 54` A 23 23 23 23 91-21 B 28 28 28 28 11'-10" C .31 31 31 31 25 '9 r$• A 51-M A 23 23 23 23. .8'-10' B 28 26 28 28 1T.r C 31 31 31. 31 25 9.5 T-2" A 4'-10' A 23 23 23 23 V-7'� 8 28 28 28 28 11'6' C 31 31 31 31 '25 10 $• 6' A 4Ill--7' A 24 24 24 24 8'41 B 29 29 29 29 it' C '32 32 32 32 ! 11' 6'-2" A 4'-2" A 24 24 24 24 7'41` B 29 29 29 29 10'-10" C 32 32 32 32 6'-11" 12S-8" 7-11' A T-111 A 24 24 24 24 7-T B 30 30 30 30 164' C 33 33 33 33 14 14 13 5'.r A 9'-T.. A _?, 24 24 N T4' C. 30 30 90 >0 101$ C 3/ 31 31 34 20 3 11'-10' A -T6" A 16 10 21- 22 114' A 19 20 21 22 14'-5' B AZO 22 23 24 LIVE 3-5 102' A 6'77' A 16 19 20 21 10'76" B 19 19 21 22 13'4' B 21 21 23 24 -22 4 B' -if' A 5'-10" A 18 19 20 21 9'-9' B 19 19 20 21 13'-1' C 21 21 22 24 22 4.5 r-11' A T.r A 16 1B 19 21 7.2" B. 20 20 20' 21 17-7" C X22 22 22 23 22 :5 7'-1^ A 4'-10' A 17 18 19 .20 6-7', B 20 20 20 21 17:2' C :22, 22. 22 23 22 55 6'S` A 4'6' A. 17 18 19 20 6.2" B 20 20 20 21 1114' C ':23 23 23 23 22 6V-11- 4'1" A 4'-1' A 17 17 19 20 T4^ B 21 21 21 21 ' 4 11'" C 23 23, 23 23 23 8.5 5'S" A T9" A 17 17 18 20 T6- C 21 21 21 21 11'-1' C 24 24 24 24 23 7 5'-1'' A 3'6' A. 17 17 19 19 rQ' C 21 21 21 21 10'-101' C 24 24 24 24 24 7.5 4'9" A 34` A 17 17 18 19 6-10' C 21 21 21 21 10•r C 25 25 25 25 24 84'S" X-0" A 3'-1' A 17 17 18 19 6-7` C 21 21 21 21 W4" C 25 25 25 25 24 8.5 -1'-r A 7-11' -A. 17 17 18 19 6S' C', 22 22 22 '22 to -r D '25 25 25 25 25 9 3'-11' A 74' A 17 17 18 19 F-2- C 22 22 22 22 101-0' D 25' 26 26 26 25 9.5 79" A 74` A- 17 17 17 19' 61-W C 22 22 22 22 69" D '.26 26 26 '26 '25 10 3'$ A 74` A 17 17 17 19, 6,10' C' 22 22 22 22 1r -r 0 26 26 26 26 ! f4" A A 74" A f7 17 18 /9 V.B. C 22 22 22 22 912' O 'Z7 27 27 27 6'-11" 12 7-11' A 7-1' A 17 17 18 19� 5'-2' C '23 :23. 23 23 9'97 D 27 '27' 2Z 27 14 14 13 7-8` A 1'-11' A 17 17 18 19 4'-IY C 33 23' 13. 23 8'6' D 27 71 27 27 90 MPH EXPOSURE 'B _ 30 3 8`-0' A V'3 A 15 19 20 21 10'.1" B 18 19 20 22 134' C 20 21 23 24 '5.10' 3.5 6'-10" A 5'-51 A 15 18 19 21 9'41 C 16 19 20 21. -12'-8• C' 20 21 -22 23 61-V 4 6'-0' A 4'-10' A 15 1819 64` 20 B•4' C 19 19 20 2U 17.1" C 21 21 22 23 54" 4.5 54' A 44' A 15 .17 19' 20 e' -i' C 19 '19 20 21 11'4" C 21 21 22 23 4'-1P 5 4'-10' A 3'-11• A 15 17 16 20 7-0" C 1919 23 19 21 11•J" C 22 22 22 23 4.4.A 5.5' 4'4' A 'T -r A 15 '17 '18' I9 r-3' C 19 19 19 20 10'-11" D 22 22 22 23 4'1" �6 4'-0' A 3'4' 'A 18 17 18 19 '6'•11" C 20 20 20 20 101-r D 23 73 23 23 3'4" 8.5 3'4' A 3'-1" A, 16 17 18 19 e' -T' C 20 20 - 26 20 101-r D 23 23. 23 23 3;6" 7 316' A7-10' 18 A i6 16 18. 78 6'3" C 20 20 20 20 10'-01" D 24 24 24 24 3'-7 7:5 T-2' A 21-8" A, 1620 21 6'-0' C 23 23 23 20 20 20 9'-101' D 24 24 24 24 X-0" B 3'47' 'A 3'F A. 16 16 17 19 5'-10' C 21 21 21 2t 9'-T D 24 24 24 24 7-10" 8.5 7-10' A 2'-5' A 16 16 •17' 18 5'•T C 21 21 21 21 9'�' D 25. 25' 25 25 74' 9 24" A 2--3' A 16 16 1T 18 5'-S C 21 21' 21 21 '9'•1' D 25 25 25 25 1 76' 9.5 74* _ mar .A _ 2'-2' _ ,A 16 16 7T 18 5'-3` C 21 21 2/ 21 8'-10' D' 25 25 '25 25 30 3 - 81-T 'A '6'-3' --A 17 21 22 23 10'•1• B 20 21 23 24. /3'�` C 22 23 25 26 24 3.5 '5.10' A V-5' A 18 20 22: 73 64" C 21 21 22 24 174' C 23'. 23 25 26 24 4 61-V A WAD" 'A 18 20 .21 22 64` C 21 21 22 23 17-1"' C 24 24 24 26 24 4:5 54" A 4'4' A 18 19 21 22 6-1` C 22 22 22 23' 11'4"' C 25 25. 25 26 24 5 4'-1P A 3'-11' A 18 19 '20 22 74" C 22 22 22 23 11•-T C. 25 25' '25 25 24 5,5 4.4.A 5.5 3'-r A 18 19 20 22 T-3" C 2_2 22 22 23 10'•11" D '26 26 26 26 25 6 4'1" A 3"4" A 18 19 20' 21 V-11' C 23 23 23 23 40'-r D 26 26 26 26 25 6.5 3'4" A 3'-1" A 18 18 20 21 8'-7- C 23 23 23 23' 17J" D 27 27 '27 27 28 7 3;6" A TAT A 18 18 20 21 6'-3' C 23 23' 23 2] ,1D'-0' D 21 27 27 27 28 76 3'-7 A 74" A 18 18 19 21 6'-0' C 23 23 23 23 9', t0' D 28 28 28 28 '26 8 X-0" 'A 2Ar A 18 16 19 21 V-70' C 24 24 24 24 9'=7" D 28 26 20 28 27 8.5 7-10" A 2'-5' .A 18 18 19 20 5'-T' C 24 24 23 23 D 28. 28. 28 28 27 9 74' A 2'J* A, 18 18 19 20 V-5" C 24 24 24 24 9-1" D. 28 28 28 28 I7 .9.5 1 76' 1 A 1 :2'-7 1 A 18 18 '19 20 S9' I C 1 24 24 24 24 8'-701' D' 29 29. 29 29 90 MPH EXPOSURE C 40 3 6'-1' A 4'-1 i' A 16 20 21 22 54" C 19 21 22 23 17-1' C 22 23 24 26 3.5' 51-7 A 4'4' A. 16 19 21 22 64" C 20 20 22 23 1 V-6" C. 22 23 24 26 4 4'6" A 3'-9' A 1s 19 20 22 7'S" C 20 20 21 23 111-0" D 23 23 24 25 4.5 4'd' A 34' A 16 19 20 21 6.11* C 21 21 21 22 101rr 0' 24 24 24 25 5 8-r A T-1' A 16 16 ':20 21' 6'.4" C '21 21 21 22' D 24 24 24 25 5.5 3'-3' A Z-8' .A 18 16 19 21 61r7 C 21 21 21 22 D 25 25, 25 25 6 7-0" A 2'-r A. 16 18 19 21 51-10" C 22 22 22 22 D 25 25: 25 25 6.5 Z9" A 2'4' A /6 18 19 20 S -r C '22 22 22 D 26 26 28 26 7 7.7" A 2'-7 A 16 11 19' 20 S4' C 22 22 22 22 71r4' D' 28 28- 28 26' 7.5 26' A �7.1" A 78 17 19 20 5.1- C 22 22 22 22 D 26' 26, '26 26 8 7-0" A 1'-11' A 16 17 19 20 4'-11' C 22 22 22 22 D 27 27 27 27.6.5 7-1" A 1'-10' A 18 1T '19 20 49• C 23 23 23 D 27 27 27 279 2-0- A 1.9' A. 16 18 19 20 4'-r _ C 23 23 _ 23 ' D 27 27 I7 27 90. MPH EXPOSURE B 21 40 ,3 6'-1' A 4'41 � A 14 18 19, 20 9.81 C 17 49 20 3.5 S -Y' A 4'-3' A U ti 19 ill 8"-0" C 17 16 20 Z1 i ! f4" A 3'-9' A. 14 1T 18, 20 7-8' C 18 /8 19 21, 4.5 P -0 A 34` A, 14 17 1B 19 6'-11" 18 1 19 2 5 5.5 T -T" 3'.-r A A 3--1" 2'49" A A 14 14 17 16 1B 18: 19 19 64" 6.7 78 C 8 6.5 3'1' 79" A- A '7-r 241 A A 14 14 18 16 'i6 17 11 19 18 5.10` 5'-r 5-/" - ,(; r7y /'. .4 ' 113 .7 7-71 A 2',7 A 14 17' 18 V-1' 79 �. U, 1, 7.5 2'-5' A 2=11 A 14 .78 77 11 78 411" 1 }9 .. E(¢�1 2009 '� �'� 8 7,i" A. 1'-11' A 11 i6 16 * 8.5 9 7-1' Z.B. " A A 1'-101 1'9" A A 14 14 /6 16 17 17 18 16 4'-9"20 4'-7" 1 1 � E; .t 4i27/2009�UN 17 2091 PRINTED ON 4/29/2009 IAPMO ES:REPORT #0113 SOLID COVER 5:0 POST SPACINGS FOR PATIO AND.COMMERCIAL COVERS 90 MPH WIND AREAS 6.5" RDII Formed Fascia (DetailE) California. Extruded Fasciai(Delail G) Classic Exlrudeb Fascia. (Detail,H) TABLE 5.6 Attached Freestanding Or Attached Freeslanding'or - - - Attached Freestanding or TAI Structure Multispan. Units Structure Multis an Units. Structure Multispan Units GROUND TRIG I MAX I POST - MAX POST LENGTH MAX±TYP"E--.r MAX POST LENGTH R; MAX POST LENGTH GROUND TRIB - MAX SNOW WIDTH POST REOU POST MIN FOOTER r I ur I 12' POST 8' I IT I .17 POST .MIN FOOTER B' ' 10' I 12' SNOW WI07H POST LOAD (FT) SPACING FOR SPACI POST 512E CONSTRAINED'FOOTE SPACI CONSTRAINED FOOTS SPACING POS SIZE CO_ NSTRAINED FOOT LOAD (FTI SPACIN (PSF) ON SLAB SLAB' (FT) TYPE 'd' •� rd" 'C (FT) -d' ?T 'd" (FTI TYPE 'd' 'd' 'd' 'd"'(PSF) 'ON SLA (FT) (int (in) (in) lin) in '(i11 flij (int (in) (in) (7n) (FT) 90 MPH EXPOSURE C - 90 MPH EXPOS U 20 3 11'-10' A r -B A '19 - 21 23 24 11'4' A 21 22 23: A 14'=5" B 23 24 25 27 60 3 - 4'-1" LIVE 3.5 10-2' A 6'-r .q 19 21 22 Z4 101-6- B '22 22 23 24 1T -r 9. 24 24 25 26 3.5 T-6' 4 e'=11' A 3"-f0' A 19 20 22 23 9'-r B 22 22 22 24 13'-11 C 25 .25 25 26 4 T-01 4.5 T-11' A 5'-3" A 19 20 21 23 9'-2" 0 23 23 23, 24 1777' C 25 25 25 26 4.5 7-0' 5 T-1" A 4'-1D' .A 19 20 21 22 '&4" 9 23 23 23 23 17-2' C 26 26 26 26 '5 7-5" 5:5 6'-5" A 4'-5" A 19 19 21 21 8'-2' 9 23 23 23 23 11'-9^ C 26 25 26 26 5.5 7-2' 6 5'-11" A 4'-1' A 19 19 21' 22 7-9" B. 24 24 24 24 11'-5" C 27 '27 27 27 6 7-0^ 6.5 5'-5' A T-9' A '19 19 20 22 T-5' C 24 24 24 24 11'-1' C. 27 27 27 27 6.5 1'-10" 7 5'•1' A 34" A 19 19 20 Z1 nZ' C 14 24 Z4 24 10'-10`' CIB 28 201 TB 7 1`-91 7.5 4'-9" A 74" A 19 '19 20 21 6510^ C 24 .24 24 24 10-r C 28 28 201 28 7:5 a. 4'-5" 'A T -i" A' 19 19 20 21 6-1" C. 25 25 25' 25 174' C 29 29 29 '29 81'-6" 8_5 P -r 7 S A -11' A 19 19 20 21 6' C. 25 '25 25' 25 17-2- D. 29 29 29 29 B.5 1'-Y 9 3'-11 A 7-e" A 19 19 19 21 fr-r 'C' 25 :25 25' 25 1(r r O 29 ;29 29 29 .90 MPH EXPOSU 9.5 T-9' A Z'A" A 19 /9 19. 21 6-0" C. 25 '25 25 25 91X D 30 30 30 '30 10 Y -T A 7-6" A 19 19 19 21 5'-10" C. 25 25 25, 25 9.7' D 30 30 30 '30 11 3'rr A Z4" A 19 19 20 21 S41' C. 26 26 26, _ 26 _ 9.2' '0 31 ;31 31 31 25 3 9-7^ A T -r A 16 19 20 22 11'-1" a 18 19 - 21 22 14'-2' C' 20 21 23 24 r-2" 3.5 1-7' A 64' A 1s 19 20 21 10'-3" B 19 19 ,20, 22 1T-5^ C 21 21 23 24 4'-r 4 r -r A 5'-a" A 16 18 20 '21 -9'fi' 6 19 19 20 21 17-10' C 21 :21 22 24 19 4.5 64" A 5'-1" A 16 is 19 20 6'-11• C' 20 20 20i 21 17-4" C 22 '22, 22 23 20 5 5'A" A 3'-10' A 16 18 ,19 20 r-5' C 20 20 .20 21 11'-11" C 22 22. 22 23 5.5 5GT A :W" 4'J" A '16 17 19 20 'W -W C 20 20 20 21 11'-r C 23 23' 23 23 3'� 6 4'-9" A T-11" A 16 11 to 20 T-7" C 20 20 20 21 11'-r. C 23 M 23 23 D 6.5 4'-5" A 'Y -VI A /8 17 i8 '19 r -r C' 21 21 21 21 10'-111, D '24 24 24 24 22' 7- 4'-1' A 'T-5" A 16 17 16 19 6' -Ir C, 21 21 21 I1. 10-6' D: I/ 24 I4 I4 73 7-10• A T -r A 16 17 18 19 641' -C 21 21 21 21 i0-5"- O 24 24 24 i4 a 3'-r A 11" A 16 is 18 19 C-5' C 21 21 21 21 10-2" D 25 25- 25 75 1.5 T4" A 2-10" A 17 17 18 19 6'J' C 21 21 21 21 101d' D 25 25, 25 25 9 T -r A 7-9" A 17 17 11 T9 6-0- C 22 22 22 22 7-10' D 25 25 25 25 9.5 3'-0" A 2-0' A 17 17 17 19 V-10" C '22 22 22 22 9-6" D '26 26 _ 26 26 25 vu 3rn g7'Rcy A 71r A' '18 21 23 24 D 3.5 r -r A 64" A 18 21 22 23 24 4 r-2" A 5'4C A 19 20 22 23, 16' 4.5 01'41 A 6-1^ A 19 '20 21 23' D 5 5'49" A 4'-r A 19 20 21, 22 '14 5.5 5'-r A 41-r A 19 19 21 22 18 6' 4'A" A T-1 I" A 19 '19 20 22 0 6.5 4'„S" A. T-6^ A 19 19 20 22 20 7 4'-1- A T-51 A 19 19 20 21 15 7.5' 3'-10' A 3'-r A 19 19 20 21 D 8 3'-r A 3'-0' A 19 19 20 21 8.5 74" A 7-10" A 19 19 20 21 15 9 3'-r A 7-9" A 19 19 19 21 D 9.5 3'� A 7$ A 19 19 19 21 1. CHOOSE FREESTANDING ORATTACHEDSTRUCTURE 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- S. DETERMINE TRIBUTARY WIDTH FROM TABLE' 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM-ONSCO2,PAGE 2OF2 6. CHOOSE A HEADER FROM TABLE 5.6 THAT'HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE. -SHOWN - POST POST MAX RECfE POST FOR SPACINC SLAB ,(FT) B 1APMO PAGE NUMBER' 25 OF 57' or Sauclure IMultispart_Units SWclure Multis an Units MAX POST LENGTH MAX MAx POST LENGTH MAX IN 'FOOTER r I 10 1 12' POST .MIN]FOOTER 6 I t0 I '17 PAST IS SIZE CONSTRAINED FOOTS SPACING POST S� CONSTRAINED FOOT- SPACID PE 'd' V I 'd' I "p1 (FT) TYPE 'd' 'd' I 'd' I "a7' (FT) A 3'-5" A 12 A 7.-11' A 12 A 7.7' A 12 A 74" A 13 A 7-1• A 13 A 1'-11' A 13 A' 1'-91 'A 13 A .1'-r A' 13 A 1'-8' A 13 A 1'-5- A '13 A 1'4' A 13 A 1'-J' A 13 ,tied Freestanding or cure_ Multis an Units MAX MST LENGTH )OTER IT I 10 I 17 SIZE CONSTRAINED FOOTI .d .a I - I -4- 17 18 19 r-0' C A 18 1910. 20. 10-7' D 1e 20 Yt 23 19. 18 19 64' C 24 18 19 20 101-0' 0 19 20 21 22 16' 17 19 5,1lV C 19 17 19 :20 4-T D 19 20 21 22 18 17 18 5'4^ C '14 17 18 'ZO 9-r D 20 20 21 22 18 17' 18 S-7 C' 25 17 18 19 r-6' 0 20 20 21 22 15 17 18 41•10" C 20 17 18 19 `7'J" D '.20 20 21 22 15 11 /8 4'-r' C' 17 17 18 19 r-11' D 21 21 21 Z2 15 17' to 4'-S" C. 17 18 19 T -r D 21 '21 21' 21 15 17 18 4'-r D 21 18 18 19 --T-3' D 21 '21 21 21 15 17 18 4'b- D 18 16 18 19, r-0' D 21 .21 21 21 18 17 18 3_'-10" D 6I5 18. 18 19 8'-8' D 22 22 22 22 16 17 18 T -r D 18 18 to 19 64" D 22' 22 22 22 101 t6 16 17 17 17 17 17 i8 18 18 4' 4:5' S' '5.5' B' 6.5' 4.S S 5:5' 6" 6.5' F 5' 5.5 6' 6.5' T 7.5' 5:5' -6' 6.5' T 7.5' 8' 6 6:5' T 7.4 9 8.5' 6.5' T 7.5 fie 3 4'-1' A 3'-5^ A 14 19 20. 21 T-0" C 18 20 21 22, 10'-7" D -21 .22 24 25 10.0" &5 3'-6" A 2'-11' A 14 18 10 21 6'4" C' 18 19 21 22 104r D 22- .22 24' 25 4 T-0' A 2Lr A '14 19 19 11 5-11" C 19 19 21 22. 9-r :D 22 22' 23 25 25 4'-5 I-0• A 71' A X14 /8 19 20 S-6" C /9 19 20 22. 9'-r �D 23 23 23 24 5208T,ormyson Parkway S Z- A 2'-1• A '14 17 t9 20 T' r C 19 is 20 22 '6$' D 23 23 23 24 5.5 7-r A 1'-11• A "14 17' 19 20 4'-10" C' 20 20 20 21 'Ir -X 'D 23' 23. 23 24 6 Z,-0' A 1'A" A 14 17' 18 20 4'-T' C 20 20 20 21 r-11" D 24 '24 24 24 6I5 '1'-10" A 1'-r A 14 17' le 20 4'-S C 20 20 20 21 T -F D 24 24 24 24 7 1--r A 1'-6' A 14 17' 18 20 _ 4'-7' 0 20 I. 20 _ 20 . , 21 TS' 0 24. Z4 24 24 HANG (FT1 0' 1' 2- 3' 4- 5 11-1` 6 21 22 23 24 14`-2" C 23 24 25 27 _ t0 -r a. 22 22 23 24 13'-V c 24 '24 2s 28 TABLE 5:3 Post Requirements TAB_ LE 5.4 Post Requirementefor 9-6" a 22 22 22 24 17-10" C '24 24 25 26 For Attached Structures Freestanding Structures 7'-11^ C' 22 '22 22 23 17.4' C 25 25 25 28 Post Descripllon Mai POST Post Description Maximum 'Max POST - 8' -57 C 23 23 23 23 11'-1U' C 26 26 26 26 _ H _ ,Fooling HB ht a-0"' C 23 23 23. 23 11-r C 26 26 26 25 Twin 0!062"x1.5"x1:5"'Scroll- 9' A 0.041"x3'x3" Steel -Clover _ _ d = 23" . 17 - D r -r C 23 23 23 23 11-r C 21 27 27 27 0:042"ItWx8".Muminum'Post- 11' B 0.041"IlXx3' Steel Clover d = 23" 8' E T r C' 24 24 24 24 1D' -n" D 27 27 77 27 0.024"Post With Sid atea 12' 8 3/16573"x3"Steel Square d.= 32" 15' F 6.11- c 'A 24 24 24 ta-r1 0 28 .28 27' 28 Clover 0.032Tx3^x3"Alum - _ 12' B 3/i6"x4"x4'Stool_Square d= 38" 18' G: - 64T C 24 24 24 24 10-s' D 28 28 2a 28 Clover 0.040"x3"xWAlum 12' �B 5/16"x4'x4"'.Steel Square - d:= 42"- 18+ _ H TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES ' 'r a5' 9 r 7.5' .8'' 'B.5' 9 9.5'- 10 103' 11' 7.S r' 8.S 9 9S 10 10.5' 11' 11.5' a' AN 9' 9.5' 10' 10.5' 11' 1I N 17 8.S 9 9.5" 19 10.9 11- 11.5' 12' 12:5' 4 9:5' 101 10.5' 11' 11.5 12' 12.5' 1 T 61-61 C 24 24 24 24 10-2• D 28 2_5 28 28 ColOn1a10.062 .Extruded 12' C 7'J' C' '25 25 25 25 10.0" D 29 29 29 29 D.041'x3x3',Steel Cldvef_ 17 w D 64T C 25 25 25 25 S io, o '29 29 29 '29 0-041"x3 xT Steel Clover 8' - -E NAT C- 25 25 25 25 91-r D '30 30 30 30 3/167x37x3" Steel` -uara I& F V-7' C 25 25 25. 25 9-3" 'O 30 30 30 30 3/16'x4"X4" Steel'S ware 5/1&'x4*x4•'S _ 16' G - Steel are '8: FOR SINGLE SPAN ATTACHED UNIT USE THE,POST SHOWN 18' .H - UPGRADE THE POST IF THE HEIGHT'IS NOT SUFFICIENT Amerimax Building. Products FREESTANDINGAND MULTISPAN UNITS USE TABLE 5.4 5208T,ormyson Parkway 9. FIND THE O/C SPACING OR # OF FASTENERS' FOR ATTACHING TO WALL FROM TABLE 7.5 Plano, Texas 75024 10. USE THE APPROPRIATE DETAILS Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 9,8 FROM ABOVE'THEN 3441 Ivylink Piece SLAB 7. DETERMINE'MAXIMUM POST SPACING OWSLAB FROM TABLE'5.6 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST 'SPACING ON SLAB ORHEADER '.-POST SPACING carioutnam®comcastnef SLAB 9. FOLLOW 9.11 FROM AVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS'INSTEAD OF THESE'TABLES_ SLAB11. CHECK TABLES' SLAW AND:SLA82 ON'M5 FOR.CORNER DISTANCE REQUIRMENTS. 4/27/2009 LZ zz R zz 0 .E -.r LZ - Li - LZ LZ' O -C1 SZ SZ SL 9Z 0 .4.9 V -?Z S'6 fL LZ R Zt zz 0 -5-.► LZ LL LZ LL O .41 SL SL SZ Sz 0 29 v .42 6 2L LZ Z2. 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Mullis en Units structure Multispan Units. GROUND TRIO MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAx MAX POSTLENGTH GROUND TRIG MA% POST MAX- MAX POST LENGTH MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REOU POST MIN FOOTER a I 10 ' 17 POST MIN, FOOTER 8' I 10' I 17 POST MIN FOOTER 8' I 10' I 17 SNOW WIDTH POST RE POST MIN FOOTER 0' I 1O I 17 FOOTER a' I 10 I 17 POST MIN FOOTER B. I 10' ' 17 LOAD (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOOTS SPACING POS SIZE ONSTRAINED FOOTS LOAD (FT) SPACING FOR SPACIN POS S12E CONSTRAINED FOOTE SIZE CONSTRAINEO FO SPACING SIZE CONSTRAINED FOOTS(PSF) I ON SLAB 'SLAB IFT) T'PE •d• b' -d-'0" (FT) TYPE "Q' '0" -r "d" (FT) TYPE 'd• •d• "S .0 (PSF) ON I,- SLAB (FT) TYP "d' •� 1T "0" 'd' Ar•d- '0" (FT) TYP•C •d- •0• b•(FT> 23 fn) Int (i l Iml (n (i) (n) lin) In) (n) (m lin (FT n -(n) lint linIn1) Int Int lin) (in (in) I (n) I (in) 25 90 Mrn [.{ru.- V Ivor B 19 20 22 23 174" O 19 21 22 23 I&-ar B' 18 19 21 22 20 3' 111•10• A 11'-10' A 22 23 -24 25 17.6' B 22' 23 24 26 10'-2' A 21 21 23 24 .LIVE 3.5 10'-r A 11'-3• B 22' 22 24 25 11'•10• B 23 23 M 25 76" A 21 21' 23 24 24 4 '8'-11• A 10'-r B 23 23 24 25 1V4• B 23' 23 24 25 8'-9" A 21 21 22 24 8'4" 4.5 T-11" A 10'•5• 'B 24 24 24 25 10'+11' C 24 24 24 25 r-1" 8 22 22 22 23. T-10" 5 T-1- A 7-11• C 24 24 24 25 10.41 C 25 25 25 2S T-7" B 22 Z2. 22 23 26 5.5 6'-5• A 9-5" C 24 24 24 24 IT -7' C 25 25 25 25 T-1"' 8 22 22 22 23 C.9• 6 5'-11• A W-0" C '25 25 25 25 9'-11" C 26' 26 26 26 F-9, B 23 23 23 23 28 6:5. 5'-5" A 0-7" C. 25 25 25 25 9'-8" 'C 26 26 26 26 9-5• 8 23 23 23 23 23 7 5'•1" .A 8'd" C. 25 25 25 25 9'-5" C 27 27 27 27 6'-1• 8 23 23 23 23 7.5 4--9' A r-11" C 28 26 26 26 9'-r C 27 27 27 .27 S-10" B 23 21 23 23' Amerimax.Building Products 8' 4'-5" A T -r C 26 26 26 26 9'-0" C 27 27 27 27 S-7" B 23 23 23 23 8.5 4'-r A r4^ C 26 26 26 26 111-9^ C 28 28' 29 28 54• B 23 23 23 23 9 '3'•11• A T-1" C 26 26 26 26 8'4" C 28 28 28 28- 54Y B 24 24 24 24 9.5 3'-9- A 8-10" C 26 26 26 26 B-2" C 26 28' 28 28 4'-11" B 24 24 24 24 10 3'-6" A e_r C 27 27 27 27 r -a" C 28 28 28 - 28 4'A• B 24 24 24 X 24 11 7-7' -A 6'-3r C 27 27 27 27 7-7" L C 29 29 . 29 -1 29. 4'-V I C I 24, 1 24 1 24 1 24 25 3 9'-r A Ivor B 19 20 22 23 174" O 19 21 22 23 I&-ar B' 18 19 21 22 11'4" 3.5 6-2' A "11'-21 -C 19 20 22 23 11'4' C 20 20. 22 23 91J' B 16 19 20 22 24 4 T -r A 10'4• c 20 20 21 23 11'-r C 20 20 22 23 94` B Is 19 20 21 24 4.5 6*4" A 10'-T C 20 20 '21 22 10'-9' C 21 21' 21 23 T-10" a 19 19 20 21 8'4" 5' 51•9" A 9' r C 21 21 21 22 .114" C 21 21' 21 22 r4" 8 19 19 20 21 T-10" 5.5 5}r A 9-2" C 21 21 21 22 101-0" C 22 22 22 22 6'-11" 8 19 19 19 21 26 6 4'-9' A. 8'•9" C 21 21 21 22 9.9' C 22 22 Z2 22 6'4^. C 19 19 19 20 C.9• 8.5 1.., A 84" C 22 22 22 22 9'6" C 23 23' 23 23 6,2" C 20 20 20 20 28 7 I.A. A 9'-0' C 22 22 22 22 9'3^ C 23 23 23 23 5'-11^ C 20 20 20 20 23 7.8 .T=10' A r4• c 22 22 22 22 9=1" C 23 23 23 23 S-7" C 20 20 20 20 a 3'-7- A T -S" C 22 22 22 22 8'A" 0 24 24 24 24 5'4' C 20 20 20 20 Amerimax.Building Products 8.5 314" A T -r C 22 22 22 22 e4" D 24 24 24 24 5'-2' C '20 20 20. 20 9 3'-r A 8'-11• C 23• 23' 23 23 r=3^ D 24 24 24 .24 4'-11" C 20 20 20 20 9.5 T -T A. V -V -C 23 23 23 23 8'-0" D 24' 24 24 24 4'•9" C '20 20'. 20 1 20 25 w Mrn 3' earuao7¢.e 7-7- -A _ 11'-9" B 22 23 21 25 174" 8 20 35 O -z" A 11'-r c 22 22 24 25 11'4" C T4" 4 r -r A 101-6• C 23 23 N 25 '11'-r C 23 4.$ 64" A 10'3 c. 24 24 24 25 10'8 C 61,11' 5 5'-9" A 94" C- 24 24 24 25 10'4" C 41•10" 5.5' 5'-r A 9-r G 24 24 24 24 10'-0" 'C 20 64'-9^ 21 ,A e.9• C '25i 25 25 25 9-01 C Is 8.5 4--5" A 8'4" C 25 25 25 25 9'6" C 21 7 4--7• A 8'-0" c 25 25 25 25 9'-3' 'C 120. 7.5 T-10" A r -a^ C 25 25 25 25 7-1" C V-9" a T -r A T-5' C 26 26 26 26 8'-9" 0 26 8.5 34" A T -r C 26 26 28 26 i -e D 22 9 T -r A 8'-11• c 26 26 26 26 C.9• D r-10" 0 3'-0^ A 6'6" C .26' 26 26 26 8'-0" D 22 10. 2'-10' A V4r C _ 26 26 28 26 T -W D 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. S. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 6. CHOOSE,A. HEADER FROM TABLE,5.7 THAT HAS ADEQUATE POST SPACING. 7. USE THE-APPROP.RIATE FOOTER SIZE SHOWN. 60 3 P-1" A B-0^ C 19 21 22 24 91,2- C 20 22 23 '24 5'-11- C '17 19 21 22 24 3:5 T4" A 74• C Is 21 22 23 r-8" D 21 21 23 24 .5'4` C 17 19 21 22 25 '4 3'1" A 61,11' C 20 20 22 23 B-1" D 21. 21 22 24 41•10" C 18 19 ,20 22 4.5 76" A 6.3" C 20 20 21 23' r -T 0 21 21 22 23' 4'-5" C Is -19 "20 21 '25 5 7S" A .s-11" -D 20 20 21 23 T-1" D 22 22' 22 23 4'-1" c 16 18 120. 21 .23 5.5 r -r A 5'•7" D 21 21 21 '22. V-9" D 22 22 22 '23 3'-10' C 18 18 20- 21 26 6 7-0• A 5'3 D 21 21 21 22 F -S D 22 22 22 23 1-71 C 18 18 19 21 23 6.5 r-10" A T -V D 21 21 21 22 e-1" 0 22 22. 22 23 31S" C 18 18 19 21 27 7 1'-0• I A 1 4••9" 1 D 1 21--1 21 1 21 1 22 5'40" 1 D 1 23 1 23 1 23 1 23 11 T -r I C 1 19 1 19 1 19 1 20 OVER- HANG FT 9' 0' 4' 1' 4.5' 2' S' 3' 5.5' 4' s TABLE 5.2 TRIBUTARY WIDTHS FOR 4.5' 5' 5.5 IF 8.5' S 5.5' v 8.5' T 55' 6' 6.5' r '7.5' 6' 6.5' T 7.5' e' 6.5' . 7' 7.5' 8' 8.5' T 7.5' C 8' 8.5' A5' Or 9.5' 9' 9.6 10' 1 e r.a c as SLAB 9. FOLLOW 9-11 FROM ABOVE - SLAB 10. FOR TWO POST STRUCTURES.USE TABLE 7.1 ON SHEET M3 FOR SLA13 REQUIREMENTS_ INSTEAD' OF THESE TABLES SLAB11. CHECK TABLES SLAB1 AND SLAB2ON MS FOR. CORNER DISTANCE REOUIRMENTS. Ir 18' 17 20' 21' 27 8.5 7 9.5' 10' 10.5' IF 9.5 Ia 10.5 22 23 24 26 10'-0' 8 '20 .21 23 24 17 _ 10-T 23 23 24 .25 11• a 21 .21 23 24 11' TABLE 3.3 Post Requirements 12' 12.5' TABI 23 23 24 25 eE' B 21 21 22 24 for Attached Structures 24 24 24 25 r-10" a '22 22 22 23 Post Description Max POST Post 24 24 24 '25 r4" B 22' '22 22 23. H t 25 25 '25 25 a-11" a 22 22 22 23 Twln 0.082"11:5"x1.5" Scroll. 9' A 0.04' 25 25 25 25 6.4T c 22 22 22 .23 0.N2?0!x6' Aluminum Post: 11' B 0.04' 26- 29' 26 26 91,r c 23 23 23 23' 0.024"Post WthSid6plates 17 B 3/16' 26 26 26 26' 5'-ir c 23 23 23 23 Clover 0.032,'x3"x3" Alum 72' B 3/16' 27 27 27 27 T-7" C 23 23 23 23 Clover 0.040'x3'x3" Alum 12' 8 5116' 27 27 27 27 54" c 23 .M 23 23 Colonial 0.062' Extruded 17 C 27 27 27 27 .5'-r c 23 23 23 23 0.0411x3lx3' Steel Clover I 12' 1 D 28 28 28 28. P-111 c 23 23 23 23 SteelClover- 8' E 28 28 28 28 4'-9^ C 23 23- 23 23 l Square 15' F 28 26 26 '28 4'-7" C N 24 24 24 fSquare --are M 18' G 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN p. 1 1811 H UPGRADE THEPOST IF THE HEIGHT IS NOT SUFFICIENT Amerimax.Building Products FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 5208 Tennyson Parkway 9- FIND THE'O/C'SPACING OR # OF'FASTENERS'FOR ATTACHING TO WALL FROM TABLE 7.5 Plano; Texas 75024 10. USE THE APPROPRIATE DETAILS Cad Putnam, P. E FOR PATIO SLABS FOLLOW 1"6 FROM ABOVE THEN 3441 Ivylink Place: SLAB 7. DETERMINE MAXIMUM POST SPACING -ON'SLAB FROM TABLE 5.7 Lynchburg, YA 24503 'SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR''HEADER POST SPACING eadputnani teomeavt.net SLAB 9. FOLLOW 9-11 FROM ABOVE - SLAB 10. FOR TWO POST STRUCTURES.USE TABLE 7.1 ON SHEET M3 FOR SLA13 REQUIREMENTS_ INSTEAD' OF THESE TABLES SLAB11. CHECK TABLES SLAB1 AND SLAB2ON MS FOR. CORNER DISTANCE REOUIRMENTS. Ir 18' 17 20' 21' 27 8.5 7 9.5' 10' 10.5' 11' 4 9.5' 10 10.51 11' 11.5' 9.5' 10' 10.5' 11' 11.5' 17 10' 10-T Ill 11.5' 17 12.5' 10.5' 11' 11:5' IT 12.5' 13' 11' 11.5 12' 12.5' 13' 13.5' 12009 PRINTED ON 4/29/2009 snLin,rnvCa S n PnST RVAr1Nr:R FnC CATln Aun rnMMPCr1Al Pn17COC OA 4ADY wWn wOCnt IAPYIO ES REPORT #0113 IAPMO PAGE NUMBER 28 OF 57 16'4' 4'x3' I Beam (Detail Y) 7'x4' 1 Beam Detail Q 12 Gau 3.5'x10' Steel C Beam (Detail T) 4'x3" I Beam (Detail YI 7'x4' I Beam. Detail 12 Gau 3.5'x10" Steel C Beam Detail T TABLE 5.8 30 Attached Freestanding or Attached Freestanding.or Attached Freestanding or TABLE 5.8 Attached Freestanding or A Attached Freestanding or Attached Freestanding or 19 21 Structure Multis n Units Structure Multi -an Units Slruclure Multis an Units Structure Mulfispan'Units 3.5 Structure Mullis an Units StructureMul's an Units GROUND TRIB MAXI POST MAX 19 MAX POST LENGTH MAx MAX MAX POST LENGTH GROUND TRIB MAX POST MAX MAX POST LENGTH MAX 30-0• MAX POST LENGTH MAX -- -- - MAXPOSTLENGTH SNOW WIDTH POST REOD POST MIN FOOTER 7,POSTLENGTH 8' I 17 I '18' POST MIN FOOTER 8' I 12' ' 18' POST MIN FOOTER it I 12' I 16' SNOW WIDTH POST REO POST MIN FOOTER 0' I 17 I 18' POST MIN FOOTER 8 I 12' I 1S POST 'MIN FOOTER 8 I 17 I '18' LOAD (FT) SPACING FOR I SPACING POST NZE CONSTRAINED FOC SPACING POS SIZE CONSTRAINEDFOOTE SPACING POS 'SIZE CONSTRAINED FOOTE LOAD IFTI SPACING FOR SPACINGPOS ,SIZE-. CONSTRAINEDFOOTE SPACINGPOST SIZE CONSTRAINED FOOTE SPACING_ OS 512E CONSTRAINED'FOOTE IPSF) ON SLAB SLAB (FT) TYPE •d' 'd" '0' •d. (FT) TYPE 'd' U' •d. -tl. (FT) TYPE •tl. •tl' •tl-. 'd' (PSF) ON SLAB. SLAB (FT) TYPE 'd' 'd' •0' •d' (FT) TYPE •d' 'd' 'd" 'd' (Fr) TVP 'T 'd' 'G' 'd' FT 21 (m) (in) (m (in) (e1) lint lint lint GM (in) (in) lint (FT) IW (in) I.) lin) 55 (in) hl (in) (in) 16'4' 90 MPH txFV5wt 8 27 - A 30'-0- B 26 30 10 3 274- A 11'-9' A 19 21 23 C LIVE 3.5 19'-5' A 1114- A 19 21 23 23 30-0• 4 IT -T A 1114' A 20 21 23 24 27 4.5 15'-1' A 1014" A 21 21 23 B 24 5 13'-T A 104- A 21 21 23 31 14'4' 55 12'4' A 10'-1" A 22 22 23 30 33 '6 114' A 9-11' A 22 22 23 C 30 6.5 10-Y A 9-9' A 23 23 23 5 244' 7 '94' A 96" 'A 23 23 23 _ 26 7.5 .9-1" A, 94" B 24 24 24 C '26 8 81-6" A 9-2" B 24 24 24 26 12'-8' 6.5 S'-0" A 94" 8 24 24 24 _ 32 9 T$ A 8'-11" B 25 25 25 D 32 9.5 T -r A 8-107 B 25 25 25' C 21'-1• 10 8.9' A 814" B 25 25 25' 28 20 11 6'-2" A 86" C 26 25 76 C :28 12A 2E A 84" C 26 26 26 A 11'-9' 13 5'-r A 8-0' C 27 27 27' 34 34 90 MFW EXPOSURE C 30' 30 30 34 19-10" D 16'4' A 21 25 27 - A 30'-0- B 26 30 34 A 15'4" A 22 24 27 B' 30.0' C 27 30 34 3.5 I51-1" A 22 24 27 23 30-0• C 28 30 34 27 14'-8" A 23 24 27 34 28'-9' C 29 30 33 A 144' B 24 24 27 27 2T -S' C '29 30. 33 31 14'4' B 24 24 25 35 26'-3' C 30 30 33 A 176"' 8 25 25 26 A 25'16- C 30 30 32 C 13'4' 6 25 25 26 5 244' C 31 31 32 24 13'-1- C 26 26 26 27 23'-W D 31 31 32 33 17+11' C '26 26 26 A 22'-11' 0 32 32 32 26 12'-8' C 27 27 27 30 27-T 0 32 32 32 35 17-6' C 27 21 27 A 21'S D 32 32 32 B 1Y4" C 27 27 27 C 21'-1• 0 33 33 33 6.5 17-r C 28 28 20 26 2D-5' 0 33 33 33 28 17-9' C :28 29 2E 35 20-3- D 34 34 34 A 11'-9' C .29 29 29 25 20-0' D 34 34 34 29 11'6" C 30' 30 30 34 19-10" D '35 35 35 A 27 C 30 30 30 D 19'-7' D 36 36 36 '0 10 3 276' A 11'41' - A 21 23 26 27 1T -r A 23 27' 30 31 30-0' B' 29 34 37 35 LIVE 3.5 19.5" A 10'-8'A B 22 23 25 27 14' -TA C X24 27 30 31 30-0" C 31 34 37 36 4' 11`-0' A 10.4' A 23- 23 25 27 14'-3" A 25 26 29 31 29-1' C 32 33 37 35 4-5 15'-1' A 10'4r A _23 23 25 ^26' 13'-10' A '26 26 29 30 ZT-e" C 33 33 37 35 5 13'-T A 4.9" A 24 24 25 26 174' A 27 27 29 30 26'-3' C 33 33 36 35 5.5 174" A 9-5' A 24 24 25 26 13'-1' B 27 27 29 30 25-1' C: 34 34 36 35 6 114' A 91" A 25 25 25 26 12'-10" B 28, 28 29 30 24'-1" C 34 34 3S 34 6.5 10'-5" A 9-1" A 26 26 36 26 17.7" B 28 28 29 30 23'-2' C 35 35 35 34 7 9S A 8'-11" A 26 26 28 25 17.4" B 29 29 29 29 27-5' C. 35 35 35 34 7.5 9-1" A 84" A 27 27 27 25 12'-2"30 D 30 30 30 -29 22-2' '0 36 36 36 34 8 8S A B-7" B' 27 27 27 25 11'-10' C 30 30 30 29 21'41" D 37 37 37 34 8.5 8'-0" A 86' B 27 27 27 25 i i $' C 30 30 30 28 21'6' .0 37 31 37 34 9 T4' A 84' B 28 28 28 25 1114' C 31 31 31 28 21'4' D 38 38 38 34 9.5 1`"T' A 8-3' B '28 28 '28 _ - 1116" C 31 31 31 _ 20.51 0 38 38 38 34 10 64' A 9-1" 8 28 28 28 24 111-3" C 32 32 32 28 201-3" D 39 39 39 34 C 11 V -r A 'T-11" B 29 29 29 24 11' C. 32- 32 32 9-r 20-0" D 40 40 40 34 0 12 Y4' A '1`40 ' C 30 30 30 24 10S .9' C 33 33 33 27 19-10' D 41 41 n 35 13 T' A T•7" C 30 30 90 24 196' C' 34 34 34 27 19-T 0 42 42 Q 36 20 3 11'-10" A 11'-9' A 19 21 23 27 1&.4' C 21 25 27 31 2841' C 24 29 33 35 LIVE 3.5 1(r -r A 11'4- B 19 21 23 27 19-8, C 22 24 27 31 24'-2' C 25 29 32' 36 4 8'-11' A 10-10- a 20 20 23 27 15'-1' C 22 24 27 31 274' D 26 28 32 35 4.5 T-11' A 10'-51 B 21 21 23 ^26' 14'4' C 23 24 27 30 21'6• D 26 28 31 35 5 T-1' A 10'-1" C 21 '21 '23 26 14'4- C 24 24 27 30 20-11- D 27 28 31 35 5.5 86" A 941" C 21 21 22 26 14'-0' C 24 24 26 30 2176' D 28 26 31 35 6T-11' 4'4- A .8'41' C 22 22 22 26 13-T C' 25 25 28 30 20-r 0 28 28 31 34 6.5 T -S* A 8d' C 22' 22 22 26 17-W C 25 25 26 30 -20-r O 29 29 31 34 7 Vr1" A T-11' C 22 22 22 25 12--1' D 25 .25 26 29 19-11- D 30 30 31 34 7.5 4'-9' A TS C 22 22 22 25 111$ D 25 25 25 -29 194' D 30 30 3134 34 8 4'-5- A T-1' C 22 22 22 25 10'-11' D 25 25 25 29 19-5' 0 31 31 31 34 8.5 4'-r A 8-9' C 22 22 22 25 19.8"D D 25 25 25 28 19.3' 0 31 31 31 34 9 T-11' A 86" C 71 22 22 25 9.11' 0 26 28 28 28 19.1- E 32 32 32 34 8.5 3'S A B'-2' C 22 22 22 25 96' D 26 26 26 28 15'-11' E 32 32 32 34 10 TS A 5'-11" C 22 22 22 24 9-1' D 26 26 26 28 19-0' E 33' 33 33 34 C 11 T -r A 5'4r C '22 22 22 24 '8'6' D '26 26 2627 9-r 194' 'E 34 34 1• 34 0 12 T-11' A 9-i' C 22 22 22 24 T-10- 0 26 25 26 27 19-r E 35 35 75 35 13 74' A 4'S C 23 23 23 24 T4' D 26 25 26 27 19-r E 36 36 36 36 30 30 9u Mm earu5uxt n 11141- C 21 23 26 30 15'-3" C 23 27 30 34 23'-5' O - 27 32 35 39 30 3 e'-0' A 11'-1' C 18 21 23 Z7 16'4' C 31 ZS 2I 3i 23-5' D Z4 29 32 36 3.5 6'-10" A 70'6" C 19 20 23 28 15'-8" C 22 -N 27 31 21'-11- D 24 28 31 35 4 C-0' A 101-0' C 20 20 23 26 15'-1" D 22 24 27 31 21'-1' D 25 28 31 35 4,5 5'4' A 9-5' C 20 20 22 26 14'-T O 23 24 27 30 20-8" 0 26 28 31 35 5 4--10" A 8'-B' C 20 20 22 26' 1T-3" 0 23 23. 26 30' 204' D 27 28 31 x35 5.5 4'4- A 8.1' C 20 20 22 25 174" 0 23 23. 26 29 201' 0 27 29 31 34 6 -41:0' A 16• C 20 20 21 25 111-8' 0 23 23 25 29 19'-10" E 28 28 31 34 6.5 'T -B' A 7'-1" C '20 20 21 25- 10'-10' D 24 24 25 29 144' E 29 29 30 34 7 T-5' A 6'-8'C C 21 27 2/ 15 10'-7 D 24 'Z4 25' 28 19.5" E 29 211 30 34 7.5 3'-Z' A 8.3' C 21 21 21 25 B4' D 24 24 24 28 19.2- 'E 30 30 30 3r' 6 T.0- A 4I 'T' C 21 '21 2/ 24 9-2' D 24 24 24 28 19.1" E 30 30 30 34 815 7-10" A 5'-81 C 21 Z1 2t Z4 X86• 0 24 24 24 28 18'•11' E 31 31 31 34 9 'Y4" A 5'-5' C 21 Z1 21 11 F -Y 0 24 '24 24 27 IF -0' E 32 '32 32 34 95 '76- A 5'-2" C 21 21 21 24 T-11"- D 24 24 24 27 19-I" 'E 32 32 32 34 C M - FYG71C1 IRF I- 26 151-8' O 21 24 27 31 15 5'-I' A 9-r C' 15 20 Z2 28 14'4" 30 30 3 e'-0' A 11141- C 21 23 26 30 15'-3" C 23 27 30 34 23'-5' O - 27 32 35 39 40 3.5 6'-10' A 101-6- C 22 23 25 29 11'•7- C 24 27 30. .34 21'-11' 'D 28 31 35 .39 4 6'-0+- A 10'-0" C 22 22 25 29 14'-0" C 25 26 29 33 21'-1' D 29 31 34 39 4.5 TC A 9.5' C 23 23 25 29 13'-10" O 26 26 29' 33 206' 0 30 31 34 38 5 C-10" A 8'-8' C 23 23 24 29 1T-3' D 27 27 29 33 204" D 3131 31 34 38 5.5 4.4' A 8'-1' C 23 23 24 28 12'4' D 27 27 29 33 20.0' D 31 31 3438 38 6 f-0' A T6 ' C 23 23 24 28 11' 6' 0 27 27 28 32 19.10' E 32 32 34 3e 6.5 74- A T-1' C 24 24 24 28 10-16' D 27 27 28 32 196' E 33 33 34 38 7 8-5" A 6S C'. 24 24 24 27' 10-r O 27 27 77 31 '194' E 34 31 31 38 7.5 T-2" A 8-3' C 24 24 24 27 9-8' O Z7 27 27 31 19-r E 34 34 34 38 8 X-0" A T-11- C Z• 24 24 27 9-2' 0 25 25 27 31 19-1" E 35 35 35 3B 6.5 Y-10' A: 5'4• C 24 24 24 27 8'-8 O 25 25 28 71 18'-11" E 38 36 36 367-0' 8.5 7-1' A 5'S"C24 C 22 24 24278'J' 213 6'-11' LL[i 25 28 30 19S E 36 36 36 38 9 7SA A 5'-r C 2424 1 22 24 27 T-11" D 2e 26 28' 30 19-1' E 37 37 37 '38 4/27/2009 jVN J 7 2009 0 90 MPH --t" 40 3 '6'-1" A 19-0" C 20 22 25 29 IT- T 0 23 27 30 34 21'-1' 0 26 31 34 39 3.5 5'-2' A 9-r C 21 22 25 29 14'-0" D. 24 26 29 '33 '20-r D 27 31 34 38 4 4'6' A 84' C 21 21 24 28 176' 0 24 26 29 33 29-r D 28 31 34 38 4.5 4'-0' A T -T C 21 21 24 28 11'-T D 25 25 28 32 19-10' E 29 31 34 38 5 3'-7'- A T-0" C' 21 21 24 ZB 10'6' D 25 25 28 32 196' E 30 30 34 38 5.5 T4" A 6'-5' C 22 22 23 27 9'-11" •0 25 25 27 31 194" E 31 31 34 38 6 7-0' A 6'd' C 22 22 23 27 9-r O 25 25 27 31 19•2" E 32 32 34 38 6.5 747' A T -T C 22 22 23 27 8'4" 0 25 25 77 31 '194' E 33 33 34 38 7 r-7" A 51-3' C 22 22 22 27 Jr.1' 0 25 25 26 30 19-r E 34 34 31 38 7.5 7-5" A 51S C 22 22 22 27 .1`4' 0 25 25 26' 30 19-1" E 3, 3• 94 38 6 2-3' A 4'4• C 22 22 22 26 r-3' O 25 25 26 30 19.1' E 35 35 8.5 7-1' A 4'-5' C 22 22 22 213 6'-11' D 25 25 25 ?9 19-1• E 36 36 9 7-0- A 4'-T C 22 1 22 1 22 26 6--7' D 2e 26 Z6 29 19-1' E 96' 36 36 38 90 MPH EXPOSURE 8 40 3 6'-1" A 10'-0' C i8 20 23. 26 151-8' O 21 24 27 31 15 5'-I' A 9-r C' 15 20 Z2 28 14'4" 0 2124 25 30 .1 4 6 4'' A 84' C 16 19 22 26 174' 0 21 23 26: 30 4.5 4•-0' A T -r C 19 19 22 25 11'-T D 21 23 25 29 _ r '5 T-7' A T-0' C 19 19 21 25 106" 0 21 22 25 29 5.5 T-3' A 5'-5" C 19 19 21 25 T-11" D 22' 22 25 28 6 7'0' A 8.O" .0 19 19 21 24 9'-3' 0 22 22 24 28 6.5 24' A T -r C' 19 19 20 24 61-r 0 22 22 24 28 y ` 7 7-7' A T -T C� 19 19 20 24 8-1' D 22 72 & 27 C '� 3 7.5 7-5' A S-0" C 19 19 20 '24 14' D 22 22 23 27 'S 7-3' A 4'4' C 19 19 20 24 T -T D 22 22 :23 27 -- ,� E 20 8.5 7-11 A 4'-5' C 19 19 20 I4 5-11' D Z2 22 23 27 jl 9 7-0' A 4'-r C 19 19 20 24 8-T 0 22 22 23 26 1• 1 L - -. �1 i 4/27/2009 jVN J 7 2009 0 PRINTED ON 4/2912009 44n1 In rn R n anST SDAr1I4GQ CnO DATIn Aun rn-arIAI rn%/ an,unu Wlun wovwc IAPMO'ES REPORT #0113 IAPMO PAGE NUMBER 29 OF 57 TABLE 5.8 4'x3' I Beam (Detail Y 111-10' 7'x4" I'Beam Detail D 12 Gau 3:5"x Ur Steel C Beam Detail T) TABLE5.8 4"x3' -I Beam Detail Y 7'x4"1 Beam Detail Q 12-Gau,3.5'x1O' Steel C.Beam Detail T Allarhed Freestanding or Attached Freestanding or Attached Freestanding or 26 Attached Freestanding or O Attached Freestanding or 30 Attached Freestanding or C _ Structure Multis an Units 40 SWGure Mullis an Units 101-7 SWcture Mullis n Units B Structure Multispan:Units Structure MulOs an: Units Structure Multis an Units GROUND, TRIB MAX POST MAX 29 MAXPOST LENGTH MAX 24 MAX POST LENGTH MAX 34 MAX POSY -LENGTH GROUND TRIO MAX POST MAXtMAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REOD POST MIN FOOTER 6 I 1Z I 18' POST MIN FOOTER 8' I 17 I 18'' POST MIN FOOTER a' I 12' I 18' SNOW WIDTH POST REO' POST 6 I 12 I 16' POST MIN' FOOTER r I 17 I 1C POST MW FOOTER 8' I 11' I 18' LOAD (FT) SPACING FOR FOR SPACI POST SIZE CONSTRAINED FOOTS SPACIN POS SIZE CONSTRAINEO FOOTS SPACING POS SIZE C0 TRAINED f LOAD' (FT) SPACING FOR SPAGIN ONSTRAINED FOOTS SPACING POST 'SIE CONSTRAINED FOOTE SPACING OS SIZE CONSTRAINED FOOTS (PSF) ON SLAB I") TYPE 'D• 'd' 'd' •d' (FT) TYPE V "T 'd' 'a• (FT) TYPE •d' 'd' '? '? (PSF) ON SLAB SLAB (fT)•A•. 'tl' 'd' (FT) TYPE 'd" .7b" 'd' (FT7 TY •d' 'd' -.r -d'(FT) C 'i6 lin! (in iA) lin) 33 (n) lin) (ill (in 30 (m) lin) 1x11 lin) IF7 (in fn 1 (M) IiN (m) hI 1 lin in (in) lin! (in) 20 3 111-10' A 11,41 A 21 23 26 30 15-r O 23 27 30 34 26'417 C 28 33 36 40 LIVE 3.5 101-7 A 10'4r B 22 23 25 29 14.7'C C 24 27 130 34 24'-2• C 29 32 35 40 7-9" 4 6"•11' A 104• B 23 '23 25 29 141-r C 25 28 29 33 222' D 29 32 35 39 24 4.5 71-11" A 10'4` B 23 23 25 ;29 13'40• C 'i6 28 29 33 21'4' O 30 31 35 39 25 5 T-1" .A '9.9" C 24 24 25 29 13'4" C 27 27 29 33 2(r-11" D 31 31 34 39 Zo-r 5.5 6-5" A. 9-S C 24 24. 25 X29 13'-1" C 27 27 29 33 20*S D 32 32 34 38, ZVI 6 51.11• A 6.11' C 25 25 25 29 12'-17 C 28 '28 29 33 27.3'0 D 33 33 34 38 36 6.5 5'-5" A 8'-51 C 25 ,25` 25 28 17-7' C 28 28 29 33 20-2' D 33 33 34 38- E 7 5'-1- A T-11' C 25 25 25 29 17-1• D 29 29 29 32 14-11" D 34 34 34 >8 7.5 4'-9" A r-7 C 25 25 25 28 11'4'^ D 29 29 29 32, 17-W D 35 35 35 38 B 4'-5" A r-11 C 25 25 25 28 10`11- 0 29 29 29 32 165• D 35 35 35 38 8.5 C-2- A 63 C 25 25 25 28 10-Y D 29 29 29 32 17-3' D 38 36 35 38 9 3'-1P A 6'b- C 25 25 25 :27 9'-11- D 29 29 29 31 19'-1' E 36 36 36 38 9.5 T.9" A 6-25 C 16 26 26 27 92' D 29 29 29 31 18'-11" E 37 37, 37 38: 10 32" A 51-11• C 26 26 26 27 9.1' D 30 30 30 31 17.0' E. 33 38 36 38 11 3'-2" A 5'2' C 26 28. Z6 Z7' 65" D 70 30 30 38 19-0• E 39 79 39 1 39 On MPH EXPOSURFR 25 3 9'-T A 11'-9+ 6 19 21 23 37 164" C 21 25 27 31 25' S 0 24 29 32 36 r -r 3.5 8'-r A 11'-r C 19 21 73 27 15-8'' C 22 24 '27 31 2r -S" O 25 29 3236 A 7-9" 4 r -2-A 24 102- C 20 20 23 27 15.1" C 22 24 27 31 27-5' D 26 28 31 35 24 4.5 64" A 10'-3- G '20 20 23 26 14'S C 23 24 27 30 '21'-11 D 26 28 31 35 25 5 5'-9" A 9-17 C 21 21 23 ,26 144" D 24 24 27 30 201-9- D 27 28 31 35 Zo-r 5:5 5'-21 A 9,r' C 21 21 22 '26' 14'-0" D X24 24 28 30 204' 0 28 28 31 35 ZVI 6 V-9" A 6-r C 21 21 22 26 13-1- D 24 24 26 30 W -r D 28 28 31 34 36 8 71" A 8'-1"' C 21 21 22 '25 174" D 25 25 26 29 W-1' 0 29 29 31 34 E 7 4'-1" A r-8" C 22 22 22 25 1l'S D 25 '25 25 29 16'-5" 'E 30 30 31 34 7.5 3'-17 A r.r C '22 ,22 22 25 11'-1" D 25 25 25� 29 17'$ E 30 30 30 34. 9 Y -T A 6'-10" C 22 22 22 25 104• D 25 25 25 28 - E 31 31 31 34 8:5 34" A 6S C 22 22 22 25 104" 0 25 25 25 28 L1174 E 31 31 31 34 9 3-r A '6-3' C 22 22 22 25- 9-r D 25 25 25 28 16-1' E 32 31 32 34 9-0A5'C2222229-Y FXPr RURF r. D '25 25 25 28 E 32 32 32 >+ 25 a, 3 n a 9'-T c y A 11'-0' 6 21 23 26 30 11'-9-0 3.5 11 A 192' B 22 23 25 29 34 4 r -r A 104' C 23 23- 25 29 22 4.5 6'4' A 1014- C 23 23 25 29 22 5 s -B" A 7-9" C 24 24 25 X29 16 5.5 5'41 A 9,7' C 24 24 25 .29 14-T 8 1'-9" A ii C 24 24 24 '28 6-1" 6.5 4'-5" A e'-11 C 25 25 25 29 24 7 4'4- A rS C 25 25' 25 .28 72' 7:5 3-17 A r -r C 25 25 25 28 19 6 T -r A 6-10• c 25 25 25 28 Zo-r 8.5' 3'4" A 672' C 25 25 25 27 71-91 9. 3'-2" A li C 25 .25 25 27 30 9.5 ZVI A T-11' C '25 25 25 27 60 90 MPH EXPOSURE B ,r2' C 19 2124 FT) 26 11'-9-0 1D' 21 25 28 32 20-0- E 26 31 34 38 60 3 4--1' A rS C 16 19 22 25 111-8" D 19 23 25 29 20-0' E 22 28 31 34 6' 3.5 7E• A 641' C 16 19 21 25 104" 0 19 22 25 28 14-T E 23 27 31 34 7' 4 3'4' A 6-1" C 17 18 21 25 94' 0 19 22 24 28 '19'-2' E 24 27 30 34 94 4.5 72' A 5'S C 17 18 20 24 6-5' D 19 V 24 27 19-0• E 25 27 30 34 Zo-r 5 Z-5• A 5'-0' C 17 18 20 24 71-91 D 19 21 23 27 19-0" E 26 27 30 34 '29 .5.5 7.2• A 4'-r C 17 17' 20 24 T-2' 0 19 21 23 27' 19.11 E 27 27 30 34 36 8 71" A Y -r C 17 17 20 24 6-T D 19 20 23 26 19-0' E 28 28 30 34 E 6.5 1'-17 A 4'-0" C 17 17 19 23 6-r D 20 20 22 26 16'-5" F 28 28 30 34 '7 1'2' A Yr C 17 17 19 27 5'2' 0 20 20 '22 26 17'$ F 28 28 30. 34 7.5 1'-T A 3'S C 17 I7 19 23 Y-5' 0 20 20 22 26 1r-2' F 29 29 30 33 6 1'2" A 3'-71 C 17 17 19 23 S-1' D 20 20 22 25 16'-T F 29 29 29 33 -8.5 1'S" A T-1' C 17 17' 19 27 4'-17 D 20 20 _ 21 _ 25 16-1' G _ 29 _ _ 29 29 33 1b MPH FXPr RURF r. 60 3 4'.1' A ,r2' C 19 2124 FT) 26 11'-9-0 1D' 21 25 28 32 20-0- E 26 31 34 38 5' .35 T -W A 6.9' C - 19 21 23 28 104" D 22 25 28 32 19-7' E 27 30 34 38 6' 4 V-0' A 8'-1• C 19 _ 20 23 27 9.4• 0 22 24 27 31 17-r E 28 30 34- 38 7' 4.5 ZS A 512' C 19 :20 n 27 65' O 22 24 28 70 74-0' E' 29 30 N 70 94 5 ZS' A 51-V C 19 20 22 27 r-9' D 22 23 26 30 194' E 30 30 34 38 Zo-r 5.5 ZS A 4'.r C 19 19 22 26 r -r D 22 23 26 30 19x1' E. 31 31 34 38 '29 6 24' A 417 C 19 19 22 26 6.7" D 22 22 '25 29 191-7 E 32 32 34 38 36 6.5 V-17 A 41-0" C 19 19 22 266 8'-r D 22 22 25 29 19-5" F' 32 32 33 37 E 7 1'-9'._ A. 7' -Ir C ,20 20 21 ib 5-9' O 1 23 23 1 25 1 29 it 171$ I F 1 33 1 33 1 33 1 37 OVER- HANG' TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) FT) 8' :9' 1D' 11' 17 13'' 1x1 15' 16 1T 18'' 119 20' 21' 27 0' 4' 4-6 5' S.5' 8' 8.5' 7 7:5' 6 8.5 9 9.5' 10' 10:5' Ir 1' 4.5' 5' 5.5' 8' 6:5' T 7.5' 8' 8.5" 9 9.5' 10' 10.6 11' 11.5' 2' 5' S.5' 6' 6.5' r 7.5' 6 8.5' 9 9.5' 10' 10.5 11' .11'.5' /7 3' 5.5' 6 6.5' T TV 6 S.5' 9' 9.9 10' 10.5' 11' 11.5' 12 12.5' 4' 6' 6.5 7' 7.5' S' 85 9 9.5' 10 105 11' 11.6 12' 12.5' 13' 1. CHOOSE�FREESTANDINP OR ATTACHED STRUCTURE 2. CHOOSEPROJECTION, 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 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM'ONSCO2 PAGE 2'.OF'2 S. CHOOSEA HEADER FROM TABLE 5.8 THAT HAS ADEQUATE POST SPACING: 7. USE'THE APPROPRIATE =FOOTER SIZE SHOWN. > 1 29 1 29 1 29 1 31 111 19-1• 1 E 1 38 1 38 1 36. _ 38 13/18'x4"x4" Steel'Square 18' G 5116'x4'x4' Steel uare 18' N 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS, NOT SUFFICIENT Amerimax Bul)ding Products FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 5208 Tennyson Parkway 9. FIND THE OIC SPACING OR 9 OF FASTENERS FOR ATTACHING TO WALL FROM TABLE -7.5 Piano, Texas 75024. -10. USE THE APPROPRIATE DETAILS. Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 IvyUnk Place SLAB 7.. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.8 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON BLAB OR HEADER POST SPACING cadeutnarriftcomcast.nel SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7,1 ON SHEET. M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES SLAB11. CHECK TABLES SLAB/ AND SLAB2 ON M5 FOR CORNER DISTANCE REOUIRMENTS. 4/27/2009 JUN 1 5' 1 6.S T 7.6 6 $5' 9 9.5' 101 10.5' 11' 11.5' 12' 12S 13 13.5' 15,-r C 23 27 30 34 25-W D 28 32 36 40 14=r C 24 27 30 34 23'4• D 29 32 35 40 TABLE.5.3 PostRequlrelnents TABLE 5.4 Post Requirements for 14'-71 C 25 ZO 29 33 27-5' D 29 31 35 39 for, Attached Structures Freestanding StructuRs 13'-17 C 26 26 29 33 21'-1' D 30 31 :ii 39 Posl'Description Max POST Post Description Maximum Max POST' 13 4• C 27 21 29 33' W -W D 31 31 X34 38 Hat Footing He ht 13'-1^ D 27 27 29 33 2173 D 52 32 94 39' Twin 0:0625(1.5'x1.5 ScrolL 9' 1 A 0.041'x3'x3' Steel Clover d = 23' 17 D 12-10- D 28 28 29 33 20'-r D 32 32 34 38 0.042'x3'x8" AluminumPost 11' 1 B 0.041'x3'x3' Steel Clover d:= 23" _ 8' E 174• 0 28 28 29 33 Zo-r D 33 33 34 38 0.024"P6stwith-Side ates 12' 1 B 3/16'x3'x3"'.Steel Square d = 32" 15' F' 11'$' D 28 28 -26 32 1947 E 34 34 34 38 Clover' 0.032'k3 'x3 12'. B 3/165(45(4' Steel Square d = .38" 18' G 11'-1" D '29 29 29 32 19-7' E 35 35 35 38 Clover 0.040"x35(3" Alum 12'B 15/16-x4 0" Steel Square d =' 42' 18' _ H 104" D 29 29 29 32 194' E 35 35 35 36 Colonial 0.062' Extruded 12 C 10-0" D 29 29 29 31 /9-2* E 36 36 35 3e 0:041"x3'x3' Steel Clover 12' D 9'-r 0 29 29 29 31. 19-01 E 36 36 36 38 0:041'x35(3"Steel Clover B' E 9'-2' D 29 29 29 31 19'-1' E 37 37 31 38 3/16X3"X31 Steel Square 15' F - I 1. CHOOSE�FREESTANDINP OR ATTACHED STRUCTURE 2. CHOOSEPROJECTION, 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 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM'ONSCO2 PAGE 2'.OF'2 S. CHOOSEA HEADER FROM TABLE 5.8 THAT HAS ADEQUATE POST SPACING: 7. USE'THE APPROPRIATE =FOOTER SIZE SHOWN. > 1 29 1 29 1 29 1 31 111 19-1• 1 E 1 38 1 38 1 36. _ 38 13/18'x4"x4" Steel'Square 18' G 5116'x4'x4' Steel uare 18' N 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS, NOT SUFFICIENT Amerimax Bul)ding Products FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 5208 Tennyson Parkway 9. FIND THE OIC SPACING OR 9 OF FASTENERS FOR ATTACHING TO WALL FROM TABLE -7.5 Piano, Texas 75024. -10. USE THE APPROPRIATE DETAILS. Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 IvyUnk Place SLAB 7.. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.8 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON BLAB OR HEADER POST SPACING cadeutnarriftcomcast.nel SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7,1 ON SHEET. M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES SLAB11. CHECK TABLES SLAB/ AND SLAB2 ON M5 FOR CORNER DISTANCE REOUIRMENTS. 4/27/2009 JUN 1 PRINTED ON 4/29/2009 SOLID COVER 60 POST SPACINGS FOR'PATIO AND COMMERCIAL COVERS HIGH WIND AREAS IAPMO ES REPORT #0113 TABLE 6;1 0.042"x3•x8" Boz Beam (Detail,N30) Double 0.042"x3"x8- Beam Detail N25 Double 0.037x2"x6.625" Beam -(Detail N25 Allaclied Freestanding ar 28 Attached F.reas(anding or 16'4" Attached Freestanding or 31 Structure Mullis an Units 17.11' Structure Multis en.UnitS 27 Structure Muhis an Units GROUND TRIO MAI[ POST MAX A MAX POS LENGTH MAX 29 30 MAX POST LENGTH MAX 28 30 MA%POST LENGTH SNOW WIDTH POST RED POST MIN FOOTER 8' I 17 I IT POST MIN FOOTER 8- I 10' I 17 POST MIN FOOTER 8' I 17 I 17' LOAD (FT) SPACING FOR SPACING POST SIZE CONSTRAINEDIFOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTS (PSF) 15'-1' ON SLAB SLAB (FT) TYPE -d- -d- W? -d° IFTI TYPE -d• -d' -d' 'd' (F71 TYPE ro• •a• •d- •d- 17-5• A IFTI 26 28 Unl lin, lint ON 5 13'-r (in) (in (in)' (In) A 25 h), (in) (61) (m) 10 3 27d A 1116" A 24 28 29 31 16'4" A 28 31 33 -34 17.11' A 25 27 29 31 LIVE 3.5 19-V A 10'-5" A 24 27 29 30 16-11" A 28 30 32 34 11'-11' A. 25 27 29 '.30 4 1r -T A 9-7" A 25 27 28 30 15'-10" A 29 30 32 33 1V-2' A 26 27 28 30 4.5 15'-1' A 6.17' A '.25 26 28 29 14'-11" A 30 30 31 .33 17-5• A 26 26 28 29 5 13'-r A 8'-3' A 25 26 27 29 14'-2* 8 30 30 31 32 ger A 27 27 27 29 5.5 124" A 7'6• A 25 25 27 29 13'6' B 31 31 31 32 WAV A 27 27 27 28 '6 11'4^ A T-3- A 26 26- 27 28 17.11' 6 31 31 31 32 64• A 27 27 27 28 6.5 10-5- A e'-10" A 26' 26 26 28 12'-5' B 32 32 32 32 r-17' A 27 27 27 28 7 916" A iii A 26 26 26 28 11'•11" B 32 .32 32 32 7'6" A '27 27 27 27 7,5 9-1" A 6-1' A 26 25 26 27 11'-6" B 32 32. 32 32 71.7 A 27 27 27 27 a 816' A 51•10" A 26 26 26 27 11'-r B 33 33 33 33 6'-r A 27 27 27 27 8.5 8'-0" A' T.7" A 26 26 26 '27 101-8' B 33 33 33 33 8'-3' A 28 28 28 26 9 r6• A 5'4' A. 27 27 27 27 10'•3' C 33 33. 33 33 8'-0' A 28 28 28 28 9.5 7--7' A 5'-1' A 27 -27 27 27 9'-10' C 33 33 33 33 5'-91 A 28 28 28 28 A 10 6.9" A 4'-10" A 27 27 27 27 9.5" C 33 433 33 33 5'S A 28 28 28 28 C 11 6'-7' A 4'6• A 2727 27 27 21 IB' -9'C 8 33 33 33 33' 5'A" A 28 28 28 28 12 5'-8' A 1'-T A 21 27' Z7 'Z7 9-T C 3f .3! ]t 3r' 4'$ A 28 28 28 26 5'•1' 13' 5'-2" A 3'•11- A 27' 27 27 27 T -r C 31 31 3/ 3• 14' A 28 28 28 28 10 3 27-8" A 10'-10• A 24 28 30 31 1T-5' A 28. 71 33 35 12'-T A 25 28 30 31 E 3.5 19-5" A 9A• A 24 27 29 31 16'-r A 29' .31 33 34 11'4• A 26 27 29 31 4 ITA" A e'-11" A 25 27 29 30' 15'-1' A 30 30 32 34 17-r A 26 27 29 30 4.5 19-11 A &.3,A A 25 26 28 30 14'-31' A 30 30 32 33 96' A 27 27 26 30 5 iY-r A T6• A 25 28' 28 29 /T6" A 31 31 31 33 B'-11" A 27 27 28 29 5.5 174" A T-2" A 26' 26 27 29 1Z-17" B 31 :31 31 32 8'4" A 27 27 27 29 6 114' A 6'-9- A 26 26 27 28 12'-r B 32 32 32 32 rA" A 27 27 27 28 6.5 17-5' A E4- A 26 26 '27 26 11'-10^ B 32 32 32 32 7'-31 A 27 27 27 28 7 96" A 6-0" A 26 26 26 28 11'4' B 32 32 32 32 F-17 A 27 27 27 28 7,5 9 -1" A 8 5'-" A 26 26 '26 28 17.11"- B 33 33 33 33 6'-6 A 27 27 27 27 8 6S A 5'-5" A 28 28' 26 '27 10'-5" 6 3337 29. 33 33 6'-11 A 28 28 28 28 8.5 8'-0" A 5'1- A 27 27' 27 27 9'-11" 8 33 33 33 33 5'-9' A 26 28 28 28 9 r6" A 4'-11" A 27 127 27 27 9S B 33 '33 33 33 5'S A 28 28 28 28 9.5 T-2- A 4'6' A 7T 27 27 27 6-1" 8 33 33 33 33 5'-T A 28 28 28 '28 A 10 6'-9" A 4'6• A 27 27 27 27' 6$ S 33 33 33 '33 5'4• A 28 28 28 28 C 11, 6.7' A 4'-T A 27 27 27 27 6.1" 8 34 '34 34 34 4'-r A 'Z8 28 28 28 12 5'6` A 3'-10' A 27 :Z7 27 27 TS 8 34 '31 34 34 4'-3• A 28 28 26 28 5'•1' 13' 4-Z' A T-7' A 27 27 27 27 T-0' B 31 34 34 7/ 3'-11' A 2B1 28 1 28 1 28 1A5'MPH FYPACtIRF f 20 3 11'-10• A -94' A 22 27 28 30 15'-W 8 26 30 32 33 10'-1• A 23 26 28 29 LIVE 3.5 17-2" A C-31 A 22 25 27 29 14'•2- C 27 29 31 32 B'-11" A 23 25 27 28 4 8'-11" A 7.6• A 23 25 27 28. 17-10" C 27 28 30 32 B'-1" A 23 25 26 28 4.5 7'-11- A 6'6• A 23 25 26 28 11'-91 C 27 28, 30 31 r4• A 23 24 26 27 5 T-1' A 6'-1" A 23 .24 26 27 17-10" C 28 28 29 31 64" A 24 24 25 27 5.5 V -S" A 5'61 A 23 -24 25 27 17.11 C 28 28 29 30 6-31 A 24 24 25 27 6 5'-11" A 5'-3" A 23 23 25 26 9.5" C 28 28 28 30 5'-9" A 24 24 25 26 8.5 Y-5• A 4'-10" A 23 23 25 26 B'•19^ C 28 28 28 29 T-5- A 24 24 24 26 7 5'-1" A 416" A 23 23 24 26 64" C 28 28 28 29 6.1• B 24 24 24 26 75 4'-9" A 4'-3' A 23 23 24 26 T-10• C 28 28 28 29 4' -Sr B 24 24 24 25 8 4'-5' A 4* -0' A 23 23 24 25 T-5" C 29 29. 29 29 4'4" B 24 24 24 .4 8.5 4'-7 A 7-10• A 23 .23 24 25 T-1" C 29 29 29 29. 4'-3• B 24 24 24 25 9 TOO" A Y -r A 23 23 23 25 6-9" C 29 29 29 29 4'-1' B 24 24 24 '25 9.5 3'-9• A Y-5" A 23 23' 23 25 6-5" C 29 29 29 29 T-17 B 24 24 24 24 A 10 3'6• A TJ' A 23. 23 23 24 6-Z" C 29 29 29 29 Y6' 8 24 24 24 24 C 11 Y-2" A T-0" A 23 '.2323 6-0^ 24 F-8- C 29 29 29 29 T-5' .B 24 24 Z4 124 12 Z'-11" A Z-9' A 23 23 23 24 5'-3" C 29 29 29 29 3'-/' B 21 24 Z4 24 5'•1' 13 -76" A 76' A 24 21 24 24 4'-1T C 29 2B 29 29 _ 7-11' 1 B 1 25 1 25 25 25 IAPMO PAGE NUMBER 30 OF 57 25 0.042'x3'xB" B Beam Detail N30 Double 0.042'x3•x8• Beam (Detail N25 Double 0.03711274.625" Beam Detail N25 TABLE'6.1 Attached Freeslanding,or Attached Freestanding or iMultispan Attached Freestanding or 1TT Structure Multispan Units structure Units Structure Multispan Units GROUND TRIO MAX POST MAXIMAX POST LENGTH MN( MAXPOSTLENGTH MAX MAX POST LENGTH SNOW WIDTH POST RED'D POST T I '17 I 17 POST MIN FOOTS Ir I 17 I 17 POST MIN FOOTS e' I 10' I 12' LOAD (FT) SPACINGFOR SPACI CONSTRAINED FOOTER SPACING POST T CONSTRAINED FOOTS SPACI POST 505: CONSTRAINED FOOTS (PSF) ON SLAB SLAB (FT) ro' "d• 'd' (FT) TYPE •d' •� •d' -d. (FT) TYPE 'd• 'd' •d" -A- (FT), (In) linl lin) (in) '(int Un fin Cn) (m) 1. (in) 25 3 9-7- A 9-0- A 22 26 29 29 1TT C '26 30 31 33 91-8" e'' 22 26 28 29 3.5 C-7' A T-11' A 22 26 27 29 i3 -Ir, C 27 29 31 32 814r 8 23 25 27 28 4 r -T A r-11 A 22 25 27' 28 12'S C 27 28 30 31 7146' a 23 25 26 28 4.5 64" A 6.5" B :22 24 26' 20 1114^ C 27 28 29 31 7'-1• B 23 24 26 27 5 51•9' A F -it' B 23 24 26 27 17S C 27 27 29 30 61S a 23 24 25 27 SS 'S'-7' A V-5" 8 .23. 24 25 27 91A' C 28 28 28 30 61-0" 8 23 23 75 28 6 4'-9" A '51A• B 23 23 25 26 9-1' C 28 28 28 29 5'-71 e'. 24 24 25 26 6.5 4•-5' A 4'6" B 23 23 25 26 B'6• C 28 29 28 29 5'-T e' 24 24 24 26 7 1'-1^ A 44" B 23 23 24 26' 6-0" C 28 28 28 29 4'-10" 8 24 24 24 25 7.5 Y-17 A 4'•1' B '23 Z3 '21 25 r•7- C 2e 28 28 28 l' -r B' 24 24 24 ZS 8 T -r A T-17 B 23 23 24 25 r -r C -28- 211 28 28 4'4' 8 24 24 25 26 8.5 3'4" A 3'6" B 23 ZJ 23 25 6-10• C -28 28 is 28 4'-1' B, 24 24 24 IS 9 3'-T A 3'-5' B 23 23 'ZJ 25 6S C 26 28 2a 28 Y-11' B 24 24 24 25 9.5 3'-0" A 3'•T 8 .23 _23 23 24 6-2' C 28 28 28 28 . 3'2' B 24 24 24 24 25 3 9'-T A 91-0- A '23 27 29 30 15'J" C 27 30 32 34 916" 8, 23 26 28 30 3.5 B -T A T-11' A 23 26 28 29 1T-8- C 27' 30 31 33 8'6• 8 23 26 27 29 4 7-2" A T-1' A 23 26 27 29 17.5' C '28 29 '31 32 71-T B 24 25 27 28 4.5 64" A 11• 8 23 25 '27 26 1114"' C 28 26 30. 32 7'-1' B 24 25 26 28 5 51-W A 5'-11• '6 23 25 26 28 176• C 28 28 '30 31 6'4" 8 24 24 26 27 5.5 51-7 A .5'S B. 23 24 26. 27 9A' C 28 28 29 31 6'4' B 24 24 26 27 6 4'-9" A 51-V B 23 24 ".25 27 9.1" C '29 29 29 30 51•7- B- 24 24 25 27 6.5 41S' A 1'6" B 24 24 25 27 '6S C 29 29 29 30 51S B 24 24 25 '26 7 4'-1' A 4'4" B '24 24 25 26 6-0" C 29 29 29 29 4'-17 8 24 24 25 '26 7.5 3'-17 A 4'-1^ B 24 24 25 26 T•r C 29 29 29 29 4'-r 8 25 25 25 26 B 3'-r A YAW .8 24 24 24 26 TT C 29 29 29 29 44" B 25 25 25 26 8.5 V-01" A 3'$ B 24 24 24 25 6.17 C 29 29 29 29 4'-1' B 25 25 25 25 9Y-7 2'6"A A T -S' 8 24 24 24 25 6%W C 29 29 29 29 7-11' B 25 25. 25 25 9.5 3'-0^ A 3'-3" 8 1 24 1 24 24 25 6-T C 29 - 29 29 29 . 3'4' 8 1 25 25 25 25 30 3 6-0" A, T-17 A 22' 26 28 29 13'6•' C 26' 29 31 33 - V4r 8 22 26' 27 29 3.5 11 A 8'-11" B 22 25 27 29 17-1• C 26 29 30' 32 TF B 22 25 27 28 4 641" A 6-T B 22 25 28 28 17-111 C 27 28 30 31 61-9' B 23 25 26 28 4.5 X54^ A. 3'S 8 22 24 26 27 9.11• C 27 27 29 31 6-T B' 23 24 26 27 5 1'-10• A T-1" B 22 24 25' 27 9.2" C 27 27 29 30 5'-r B 23 24 25 27 5.5 44" A. 1'6" 8 22 23 25 27 16" C 27 27 28 30 5'-T 8 23 23 25 26 6 4'-W A 1'S 8 22 23 25 26 r•10• C 27 27 28 29 4'-9• B 23 23 25 26 6.5 T$ A 4'-V B .22 23 24' 26 r4' C 27 27 27 29 P6" B 23 23 24 26 7 T6• A 31S a 22 22 24 26 8'•11* C 27 27 27 29 4-2' B 23 23 2425 7.5 31-T A 3 '6• B 22 Z2 24 25 6' S' C 26 28 28 28 T-11' B 23 23 24 25 8 3'-0• ,A T'r B 22 22 24 25' 6-2- C 28 28 28 26 T -r B 23 23 23 25 8.5 7-10' A. Y-1' 8 22 22 23 25 F -IT C 28 28 28 28 T -V B 23 23 23 25 8 2'6"A 7-11- B :72. 22 23 25 T-7' C 26 28 28 28 3'4• B 23 23 23 L24 105 MPH EXPOSURE C _ 30 3 814" A T-10• A 27 26 27 29 13S C 25 29 31 32 3.5 6-10' A 8'•11" B 21 25 26 28' 12', /v C 25 28 30 31 4 6-0^ A 6-7 B 21 24 26 27 17-11* C 28 27 29 31 4.5 514^ A 5'6• B 21 Z4 25 27 9'-11• C 28 27 29 30 5 4'-17 A 5'•1' B 21 23 25 26 9S C 26 26 28 30 rx S 5.5 4'4' A 414r 8 22 23 - 24 26 66' C 26 26 28 29 Q� Q PU 6 4'-0• A 4'J• B' 22 23 24 26 7'•17 C 26 26 27 29 r 6.5 T6" A 4'S B 22. 22 24 25 T-4" C 27 27 27 28'Sl 7 TSA 3'-r B 22 22 24 2s 8'-„• C 27 27 27 28 (j 7.5 3' -T A 3S ' 8 22 22 23 25 6'$ C 27 27 27 28 W C' 3 8 TA" A T -r B -22 22 23 24 6-2' C 27 27 27 27 O 00 6.5 7-10-A T-1' 8 22 22 23 24 5'-1P C I7 27 21 27 '\' 9 76• A 7-11' B 22 22 23 24 5'•r C' 27 27 27 27 '1 _ •. �� JUN PRINTED ON 4/29/2009 SOLID COVER 6.0 POST SPACINGS FOR PATI 0.042''3'x8' B TABLE'6.1 ARE GROUND TRIG MAX POST MAX SNOW WIDTH POST REVD POST MIN FOOTE LOAD IFT) SPACING FOR PACIN POST, SIZE PS N SLAB SLAB' FT TYP ,O E 'd'f Fl l I dI I I IS 1 I velLC1 IGF IAPMO ES REPORT #0113 AREAE Detail N30 Double 0.042'x3'x8' Beam -(Detail N25Double 0.032'x2'x6.625' Beam Detail N25 eestanding or Attached I Freestanding or - Attached I Freestanding or ultis an Units Structure Mullis an Units Structure Multis an Units MAX POST LENGTH MAX MAX POST LENGTH MAX. MAX POST LENGTH B' I 1a I 17 POST MIN FOOTER F I IV I 17 POST .MIN FOOTER S. I 10' ' 17 )NSTRAINEOFOOTE- SPACING POST .SIZE CONSTRAINED FOOTE SPACING POST SIZE CONSTRAINED FOO (FT) TYPE -Cr 'd' 'd' 'd- (FT) TYPE 'd' 'd' •d' •d- fW 1nl ln) (in (in) in) fn) Un) Ont (in) M) 20 3 11'•10' A 94' A - 23 27 29 - 30 15'-9• B 27- .30 32 74 10'-1" A 23 27 28 '30 LIVE 3.5 10'-2" A 6-r A 23 26 28 30 14'-7 C 20 30 32 33 81•11- A 24 '26 28 29 '6 4 9'•11" A 71S• A 23 26 27 29 17-,10' C 28 29 31 32 6-1• A 24 25 27 29 71- 4.5'. 7%11- A 614" A 23 25 27 28 11<9' C 28 '29 30 32 7V' A 24 25 27 .28' 5 T-1' A 6-1" A 24 25 26 28 10.10" C '29 29 30 31 61-9• A 24 25 26 28 5.5 6'-5' A 5'-8- A 24 24 26 27 10'-1" C 29 29 29 31 63• A 25 25 26 27 6 5'•11- A 5'•3"' A 24 24 '28 27 93' C 29 29 29 30: 5'-9" A 25 25 25 27 6.5 T-5" A 4'-17 .A 24 24 25 27 6.17 C 29 29 29 90 T-5' A 25 25 25 27 7 'S'-1' A 4'4" A 21 24 25 26 64• C 29 29 29 30 5'•1• B' 25 25 25 26 7.5 4'-9" A 4'3' A 24 24 25 26 r-17 C 29 :29. 29 29 4'-9" B 25 '25 25 26 a Y-5' A 4'-0' A 24 24 24 26 r-5' C 29 ,29 29 29 4'-r B 25 '25 25 26 6.5 4'-7 A 31•17 A, 24 24 24 26 T-11 C 30 30 30 30 4'-T B 25 25 25 25 9' 3111" A T-7' A 24 24 24 25 6.9' C 30 30 30 30 4'-1- B 25 25 25 25 9.5. T -r A 3'1' A 24 24 24 25 6-5" C 30- 30 30 30 T-10' B 25 25 25 25 10 T-6' A 3'3' A 24 24 24 25 6.7 C 30 30 30 30 74' B 25 25 25 25 11 1 T -r I., A 1 3'-0" 1 A 1 21 1 24 24 1 25 11 T -B" I C 30 1 30 1 30 1 30 11. 7.54.I B 1 25 25 25 25 20 3 11•-10' A 9.4' A 24 28 30 32 1S'-9' B 29 -32 34 36 10-1 A 25 '28 30 31 LIVE 3.5' 1(r -r A 631 A 25 28 29 31 14'-7 C 29 31 33 35 V-11" A 25 27 29 30 '6 4 8'.17" A TS1 A 25 27 29 30 '17-17 C 30 30 72 346=1' 9.1' A 25 27 28 30 71- 4.5' TAI- A 64" A 25 26 28 30 11'-7 C 30 30 32 33 T4" A 26 26 28 29 5 r-1-' A 0.1- A 25 26 28 29 10-10' C 30 30 31 33 6.9' A 26 28 27 29 5.5 6-5- A 514' A 25 25 27 29 10-1' C 31 31 31 32 6-3- A 26 26 27 28 6 51,11" A 5'3• A 25 25 '27 28 9S' C 31 31 '31 32 T-9• A 26 26 27 28 6.5 5'-51 A '1'47 A 25 '25 25 28 8'-17 C 31 31 31 31 'S' -S A 26 26 26 28 7 5'-1" A 4'S- A 25 25 26 28 64' C 31 31 31 33 -1' B 26 2626 28 27 T5 4'-8' A 4'3' A 25 25 26 27 T-10 C 31 31' 31 31 4'-9' B 28a 28 26 27 6 4•-5' A 4--0' A 25 25'26 27 27 T -5' C '31 31 31 31 4' S B '26 26 26 27' 8.5 41-2' A. T-17 A 26 '26 26 27 T-1" C 31 31 31 31 4'-r B 27 27 27 27 9 T,11' A T-7" A 26 26 28 27 Ir -w C 31 31 31 31 4'-1- B 27 27 27 27 ES 3'-7 A. T-5' A 28 26 46 26. 8'S• I C 1 32 1 32 32 32 3'-/7 B 27 27 27_ 1 27 20 - 3 11'-17 - A 64" A 25 29 31 32 14'4• B 30 33 35 78 10'-1' A 28 29 31 32 LIVE 3.5 10-21 A r-9" A 25 28 30 32 13'-r B 31 32 34 36 6.11• A 27 28 30 32 '6 4 6.11' A Tp A 26 20 30 31 174• C 31 32 34 35 9.1' A 27 28 29 31 71- 4.5 7'-11" A 6S• A 26 27 29 31 11'$ C 32' 32 33 35 r4' A 27 27 29 31 5 T-1" A 5'-11" A 26 27 29 30 10.17- C 32. 32 32 34 9-9' A 27 '27 28 30 5.5 6-5' A 5'4• A 26 211 28 30 10-1• C 32 32 32 34 9-r A 27 27 28 30 6 E -Al" A T -r A 27 27 28 29 93' C 32 32 32 33 T-9• A 26 26 28 29 6:5 51-S A 41-17 A 27 27 27 29 8'-17 C 33 33 33 33 5'-5" A 28 25 28 29 7 6-1- A 41S A 27 27 27' 29 8'4' C 33 33 33 33 V-11 B 28 28 28 29 7.5 4'-9' A 4.3' A 27 27 27 28 T-17 C 33 33 '33 33' 4'$ B 28 28 28 28 8 4'-5' -A 4--0• .A 27 27 27 29 r¢• C 33 33 33 33 4.4• B 28 28. 2e 28 8.5 4'-2- A 3'-10' A 27 27 27 28 T-11 C 33 33 .33 33 4''-T 8 28 26 29 28 9 3111• A T -T A 27 27 27 28 6.7 - C 33 33 33 33 41-V B '28 28, 28 20 9.5 T-9' A 3'S" A 27 27 77 27 6.5" C 33 33 33 33 3* -17 8' 28 28 28 28 10 1 T4' A I 73" i_ A 1 27 1 27 27 27 6-7 C 1 33 1 33 33 33 74• B' 28 1 28 1 28 1 20 ucncn74� Ina I nu4.I Iarna narn mcx I nna.ca 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,UNI TS USE-2OPSF MIN) 4. CHOOSE A PANEL FROM TABLES 4.1 TO 4.8 THAT HAS AD50UATE 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. IAPMO PAGE NUMBER 31 OF 57 0.042"x3"x8' Box Beam (Detail N30) Double 0-042'x3"x8" Beam (Detail N25) Double 0-032•x2"x6.625' Beam (Detail N25 TABLE6.1 Attached Freeslanding.or Attached Freestanding or .Attached Freestanding or 20 Structure Mullis- n Units' _ Structure Multispan Units _ Structure Multis amUnits GROUND TRIB MAX -POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REO'D POST MIN FOOTER '8' I 10 I 12' POST MIN FOOTS a' I 10' I 17 POST MIN FOO 8' I 10 I 17 LOAD (FT) SPACINGFOR SPACIN POST SIZE CONST RAINED FOOTER SPACING.POST 512E CONSTRAINED FOOTS SPACIN POST 91ZE CONSTRAINED FOOTS (PSF) ON SLAB SLAB (FT) TYPE 'd• b' 'd' 'If (FT) TYPE b• •d' 'd' -d• (FT) TYPE b' "d- -Ir 'S IFT) GN (in) in (in) (al) (in) (in).. fin 40 3 6'-1"' A - V-2- B 20 25 27 28 11'-0' - C 24 28 30 31 6'-t0" .B 21 25 26 28 '5' 3.5 5'-7' A 5'-5' 8 20 24 26 27 91-T C 24 27 29 31 6-0' B 21 24 25 27 '6 4 4'4" A 4'•10- 8 20 34 25 27 81A" C 25 27 28 30 54' B .21 23 25 26 71- 4.5 4'-0" A 44" B 20 23 25, 26 7'-11" C 25 26 28 '.29 f.-10' B '21 23 25 '26 5 3-7^ A T-11" B :20 23 24 26 r-3" C 25 26 27 29 4'-5• B 2123 21 24 26 5.5 3'-3' A 3'-T B 20 22 24 25 'e'-9' C 25 25 27 28 4.4- B 21 22 24 25 6 3'-0" A 3-4" 8 20 22 24 25 6-7" C 25 25 '27 26 3'A' 'B 21 22 24 'ZS 6.5 7-9' A T-1" B 20Z2 20 23 25 5'•10' C 25 '25 25 28 3'4'a B 21 22 23 25 1 '7-7' A 7-17 6 21 21 27 24 5'-5' C 25 25 26 27 X13' B 21 21 23 24 7.5 2'-5" A 2'4" 8 21 21' :23 .24 51-1' C 25 25 26 27 3'•1' B '2121 23 24 8 7-3" A 2'4" B 21 21 23 24 4'-10' C 26 26 26 27 7-10• B 21 21 23 24 8.5 2'-1" A 74' B 21 21 22 24 4'-7' C 26 26 26 '25 74" '.B '22 22 22 24 60_ 3- 4'-1" A 414- B 18 23 25 26 6d' C 22 26 28 29 4'41' 8 18 23 25 26 '5' 3.5 T4" A 3'-9" B 18 23 24 26 r-1' C 22 26 27 29 4'•r B 19 22 24 25 '6 4 T-0" A 34' 8 is 22 24 25 6-r C 22 25 27 28 3'-9" 8 19 22 24 25 71- 4.5' 2'4" A 3'-0' 8 18 22 23 25 5'4• C 22 24 26 28 TS" 8 19 22 23 '25 5 7-51 A 74' 8 1B 21 23 24 V -r C 22 24 26 Z7 3'-1• B 19 21 23 24 5.5 '7-7' A 74- 8 19 21 23 24 4'•9' C 22 24 25 27 7.10` B 19 21 22 24 6 747' A 7-3' B 1q 27 22 24 I'•5' C ZZ 23 25 '26 Z'-iB 19 21 22 21 6.5 11•10' A 7-1" 81'-9'4 /8 20 '22 23 4'-1' C 23 23 N 26 2'•5' B 19 20 22 23 7 1'-9' A 1'-11- B IS 20 22 _ 27 7.17__ C 1 23 1 23 1 24 1 26 it 2'-r I _ B 1 19 1 20_ . 22 1 23 OVER- WANG Post Description Maximum Fooling Max Height POST TABLE 8.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OFSINGLE SPAN STUCTURES (FT) 17 - D 0.041''3•x3' Steel Clover d = 23" (FT) e' 9 IV 11" 17 13" 14' 15' - 16. V• tr 19 20. 2L' 27 Cr 4" 4.5' '5' 5.5' 6 6.5' T 7.5' 8' 0.5' 9 9.5' I0 10.5' 11' 1' 4.5' 51 5.5 V 6.5' T 7.5' 6 8.5' 9 9,5' 70 '10.5' 11' 11.5' '7 5' S-5' '6 6,5' T 7.5' 8' 8.5' 9' 9.5' 1e' 10.5' 11'- 11.5' 17 T 5:5'' S' 6.5' T 7.5" 8' 8.5' 9 9.5' 10' 10.5 I1' 11.5" IT 1123' 4' 6' 6,5' 71- 75 6 8:5'- 9' 9.5' 10 10.5' 11' 11.5' 17 12.5' 1T S, I BS T 7.5' _ 8' 8.5' _ 9' 9.5' 10 10.5' IF 11.5' 17 12.5 13" 13.5' TABLE 6.4 Requirements for Freer,Structures Post Description Maximum Fooling Max Height POST 0.041'X3"x3'.Steel Clover - A = 23" 17 - D 0.041''3•x3' Steel Clover d = 23" F E' 3116•x3"x3" Steel'Square d = 32" 15' F 3116'x4"'4• Sleep Square d = 38" 18' G 5/16'x4'x4"Steel Square d = 42" 18' H- Iw 8. FOR SINGLE SPAN ATTACHED UNIT USE THE. POST SHOWN - UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerlmax Building Products FREESTANDING' AND MULTISPAN UNITS USE TABLE 6.4 5208 Tennyson Parkway 9. FIND'THE OIC SPACING OR li OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 Plano, Texas 75024 10. USE THE APPROPRIATE DETAILS 11? V • s Cad Putnam, P. E FOR PATIO SLABS FOLLOW 16 FROM ABOVE THEN 3441 Ivylinkf1ace, SLAB.7: DETERMINE'MAXIMUM POST SPACING ON SLAB FROM TABLE 6.1 Lynchburg, VA 24503 SLAB.8. USE THE SMALLER OF THE POST SPACING ON.SLAB OR HEADER POST SPACING cadputnam(alcomcast.nel SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE:7.1 ON SHEET M3TOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES SLA011. CHECK TABLES SLABI AND SLAB2 ON M5 FOR CORNER DISTANCE REOUIRMENTS. 4/27/2009 C E 61 11? V • s 172009 PRINTED ON 4/29/2009 SOLID COVER 6.0 POST SPACINGSFORPATIO AND COMMERCIAL COVERS HIGH WIND AREAS' IAPMO ES REPORT #0113 105 MPH 10 12 Ga 3'x8"Steel C'Beam Detail T 16 Ga3"x8" Steel C Beam Detail T Double 12 Ga'3"x8" Steel C Beam IT and AY TABLE 6.5 Attached Freestanding or Attached Freeslariding or Attached Freestanding or 38 Sl7uclure _ _ Mullis an Units Structure Mullis en Units Structure Multispan'Units GROUND TRIO MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST RE00 POST MIN FOOTER e' I 12' I '15 POST MIN FOOTER 8' I 12' I 18' POST MIN fOOiER e' I 17 I 18'. LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED FOOTERSPACINGPOST SIZE CONSTRAINED FOOTE SPACING POST SIZE CONSTRAINED FOOTE (PSF) ON SLAG SLAB IFT) TYPE •d' "d' 1F "d' (FTI TYPE '0' 'tl" -d. 'd' (FT) TYPE •tl' •d• •d• 'd" (FT) (n) (in) Unl (in) (in (int in) (ml (nl I.(int (In) 105 MPH 10 3 276' A 27'-8" 8 32 34 38 42 27-9" B 30 32 36 3014r 30'-0• 8 33 35 38 LIVE_ LIVE 3.5 19-5" A 264" C 33 34 37 2114- 21'6' B 31 32 36 C 30'-0" C 34 35 38 4 1r -T 4 1 r A 25'3" C 34 34 37 8 20'-9" B 32 32 35 _ 3640' C 36 36.. '38 15'-1' A 4.5 15'-1- A 24'•3" C 35 35 37 33 19.11- B 33 33 35 36 394r C :37 37 38 A 22'-f0' 5 13'-T A 23'6- 'C 16 36 36 34 19'-3" C 33 33 35 39 29-3" C 38 38 '38 27.1" C 5.5 174" A 27-9" C 37' -37 37 35 18'-1" C 34 34 34 35 28'-5" C 39 39 39 C 38 6 11'4" A .22'-7' C' 37 37' 37 26'-10- 17'-0" C' 34 34 34 35 2T4' D 40 40 40 39 39 6.5 10'-5" ,.A 21'-r C. 38- 38 38 _ 18`40- C 34 34 34 7 26.11" D 41 41 41 39 39 7 96' A 21'-1" C 39 39' 39 42 15'•2" C 35 35 35 4-1' 264" D 42 42 42 40 ' 7.5 9'-1" A 20'-r Ci 39 39 39 43 14'-5' C 35 35 35 A 257•9' D 42 42 42 42 13'-T 8 816" A 20'-7' C. 40 40 40 44 13'-9" C. 35 35 35 19-71 25'-3' D 43 43 43 13'-r C 8.5 8'-0' A 19'-9' D. 40 40 40 38 13'•2" 'C 35 35 35 D 24'-9 0 43 43 47 C' 36 9 T6' A 19'•5" D. 41 41 41, 38 17.7" C 35 35 35 42 24'-3" D 44 44 44 37 77 9.5 'T -r A ITO- 0 41 41 41 10 17.1" C 36 36 36 43. 23'-10" D 4444 C M 37 37 10 6`91 A IWIT D 42 42 42 6-2" 11'•8- C 36 36 36 44' 23'-6' D 45 45 45 37 27.1' 11 6'-7. A 16'-2" D 43 43 43 A 10'•10` C 36 36 36 31 22'-9- D 46` 46 46 21'6' D 12 5'6" A 1T6" D 43 43 43 156" 10'-0' G 36 36 35 9-3' 22'-2' D 17 {7 q D 49 13' S'•7 A 1T -r D 44 - 44 44 39 9-37 'C 36 36 36 - 2t' -r D 48 48 A8 45 - 4.IPH FXPr R,- r 10 3 27-F A '-1 260" 8 33' 35 38 42 22'-1' A 30 33 37 3014r B 34 35 39 38' LIVE_ '3i5 1913" A 25'-T' a 34 34 38 37 2114- 8 32 33 36 30'-0" C .36 36 39 35 38 4 1r -T A 24'-6' C 35 35 36 34 20'-1• 8 33 33 36 30'-0' C 37 37 39 38 36 4.5 15'-1' A 23'-r -C' 36 36 37 34 19'4" B 33 33 36 29.5' C 35 36 39 D 37 S 13'-r A 22'-f0' C 37 37' 37 D 18'6" C 34 34 35 28'6" C 39 39 39 26'-6" D 5.5 174- A 27.1" C 37 37 37 2117-11" 18'-1* C 35 35 35 27'-r C 40 40 40 35 2r -W 611'4' 39 A '21'-0' C 38 38 38 A 17'4' C 35 35 35 26'-10- C 41 41 41 30 35 6.5 1D-5" A 20'-11' C 39 39 39 SS" 16'4' C 35 35 35 26'-r D 242: 42 42 29 30 7 94" A 20.5 Cr 39 39 39 7 15'•2" C 36 36 36 _ 25'-r D 42 42 42 29 29 7.5 4-1' A 20-0" C 40 40' 40 ' 14'-5" C 36 '36 36 25'-0' 0 43 43 43 C 29 a 56' A 19-r C 41 41 41 42 13'-T C 36 36 36 24-W 0 44' 44 44 r-11" C 9.5 54" A 19-71 D 41 41 41 42 13'-r C 36 36 36 24'-0' D 44 44 44 38 7'6P 9 r67 A 16'-10' D 42 42 42 43 12'-r C' 36 '36 36 23'-T D 45 45 45 38 38 9.5 T-2" A 181.6' 0 42 42 42 43 17-1" C 37 77 37 23'-r 0 45 45 45 38 38 10 6-V A 16'-2" D. 43' 43. 43 E 146' C 37 37 37 27.10" 0 46 46 46' 38 38 11' 6-2" A 1r6" D 44 44 44' 226' 10-10- C 37 37 37 27.1' 0 47 47 47 D 38 12 5'-0' A Ir -r D 44 N 44 31 10'-0' C 31 37 37 21'6' D 4a, 4B 48 174" D. 13 6-r q 156" D- 45 45 45 29 9-3' C ]7 37 37 25-1P D 49 46 49 A 105 MPH EXPOSURE C 26 3 111-10" A 2.6'-Ilr C 32 34 37 42 17'4r C 27 31 31 38 30'4" D 33 35 38' 43 LIVE 35 191-r A 25'-0- D 33 -33 37 42 15'-10" C 26 30 33 38 394' 0 34 35 38 43 4 8'-11' A 24-5" D 34 34 37 41 144' C 28 '.29 33 '37- 30'-0' 0 38 36 '38 43 4.5 T-1 i" A 23'-5" D 34 34 36 41 1Y-2" C '28 29 32 36 29-7- D 37 37 '38 43 '5 r=1' A 22'-r D 35 35 36 .40. 17-7 C' '29' 29 31 36 26'-6" D 38 38 38 43 5.5 '6-5" A 2117-11" D '35 35 35 40 11'-3' C 29 29 31 35 2r -W D 39 39 39 42 6 5'-11" A 19'•9• D 36 36 36 39 15-r C 29 29 30 35 26'-10• D 40 40 40 42 6.5 SS" A 16'•9' D 36 36 36 39 9"9" C 29 29 30 34 26"7 D 40 40 40 42 7 5'-1" A 17'-10' D 36 36 36 39 9.1"' C 29 29 29 34 25'$ E 41 41 41 42 ' 7.5 4'-91 A 1T-1" D 37 37 37 38 8'-6'C C 29 29 29 33 24'-11' E 42 42 42 42 a 4'-5" A 164' D 37 37 37 38 r-11" C 29 29 29 33 24'-5' E 42 42 42 42 8.5 4'd" A 15'•8" D 37' 37 37 38 7'6P C 29 29 29 33 23'-11' E 43 43 43' 43 9 T-11' A 15'-1" D 38 38 38 38 T-1" C 29 29 29 32 23'-5• E 43 43 43 43 9.5 3'-8' A 14'6' D 38. 38 38 3e 6'-a' C 29 29 29 32 23'4r E 44 44 44 44 10 76" A 14140, 0 38 38 38 38 64' C 29� '29 29 32 226' E 44 44 44 44 11 '1-2- A 13'-7' D 38 3a 38 38 5'-10' C 29 29 29 31 20'-7- E 44 44 44 44 12 T-11" A 174" D. 39, 3939 39 .T4" C 29 29 29 31 15.11' E 45 45 45 45 17 76' A 11'8" - D 39 39 39 39 4'-11" C 29 29 29 31 1r -T E 45 45 45 45 IAPMO PAGE NUMBER 32 OF 57 12 Ga 3"x8' Steel C Beam Detail T) 16, Ga 3"xB' Steel C Beam Detail T Double 12 Ga 3"xll" Stael C Beam IT and A` TABLE 6.5 Attached Freeslanding or Attached Freestanding,or Attached Freestanding or ' St Mullis n Units Structure Mullis n Units .Structure Mullis an Units GROUND TRIO MAX POST MAX X POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REOTI POST MINLETRAINEDIFOOTER I 12' I '1a' POST MIN FOOTE 8' I 17 I 1a' POST MIN FOOTE 8' I 12' I 19' LOAD IFT) SPACINGFOR SPACIN POS 78 SPACI POST SIZE CONSTRAINED FOOTE SPACt POST SIZE CONSTRAINED.FOOTE(PSF) ON. SLAB SLAB (FT) TYP •d' 'd' (FT) TYPE 'd• '0- b• 'd' (FT) TYPE "d' 'd' 'd' 'd.(FT) 0 fill fn) IM) Ix1). (m 2L ( n) - (n) 25 3 9-7- A 26'-5' 0 31 34 37 42 1T-1' d Z7 >D 31 78 30'4- O 33 35 78 47 3.5 5-2' A 25'-1- 0 72 33 37 41 1T4' C 28 30 33 -37 37-0' D 34 35 '38 43 4 r-2' A 24'4r D 73 33 36 41 131-10• C' 28 29 32 37 30-4- D 36 36 36 43 4.5 54" A 23'-0' 0 34 '3/ 36 41 17-9• C 29 28 32 '36 24-1- D 37 37 38 43 5 5'-9' A 21'-7• 0 35 35 36 40 11'-9' C 28 28 31 35 28'-1" E 38 38 38 42 5.5 5'-7' A 20'-3' D 35 35 35 40 10'-111 C 29 29 31 35 2T -r E 39 39 39 42 6 4'-9' A 19-7 D 35 '35 35 39' 10'-1" C 29 29 30 34 26'-5" E .39 39 39 42 6.5 4'6' A '18'-7 D 36 36 36 39 94" C 29 29 30 34 25•-9' E 40 40 40 42 7 4'-1'' A 17'-4' D 36 36 35 38 8'6' C 29 29 29 3! 25'-1' E 41 41 41 If ' 7.5 3'-10• A 16'-r D 36 36 36 38' 9-1" C 29 29 29 33L23'-S' 24'-8' E 41 41 41 41 8 T -r A 15'-10•' D 37 37 37 >8 T -r C 29 29 29 33 24'-0' E 42 42 42 42 6.5 3'4- A 151•r D 37 37 37 37 T-7 C 29 29 29 32 23-£ E 43 43 43 43 9 T -r A 14':7" D 37 37 37 37 C-9' C 29 29 29 32 23'-1' E 43 S3 43 43 9.5 T -W A u'-1" 0 37 37 37 37 6}5" C 29 29 29 ]2 27-r E 1 44 44 M N 25 3 9'-T' 'A -28'-6"- D 32 :34 38 43 1T-1" C 28 31 35 39 3Y -O' D 34 35 39 44 3S 5.2" A 25'-1• D 33 34 38 42 15'4' C 28 30 34 36 30'-0' 0 36 36 39 44 4 7'-7' A 24'-0- 0 34 ,34 37 42 13'-1P C. 29 30 33 37 30A' D 37 37 39 44 4.5. 64" A .23'4- D 35 35 37 42 176• C 29 29 32 .37 29' 1' D 38 38 39 -4 5 51-4' A 211-7' D 36 36' 36 41 111-9' C 29 '29 32 36 28'4' E 39 39 39 43 5S 5'-7 A '2W -r 0 36 36 36 40 10'.-11' C 29 29 31 36 2r -r 'E 40 40 40 43 6 4'-r A 19-2" D 37 37 37 40 10'-1" C 30 30 31 35 26-S' E 41 41 41 43 6.5 4'-8' A 18'.r 0 37 37 37 40 94' C 30 30 30 35 251-9- E 4t 41 41 43 7 4'-1" A 174' 0 37 37 37 39 54" C 30 30 30 34 25=1" 'E 42 42 42 12 ' 7.5 T-101 A 48'-7- 0 35 38. 36 39. F-1" C 30 30 30 34 24'-8' E 43 43 43 43 5 T -r A 15'-10" 0 38 38 38 36 T -r' C 30 30 30 34 24'-0' E 43 43 43 43 6.5 T4" A 15'-2" D 38 35 38 36 T-2" C 30 30 30 33 23-£ E 44 44 44 44 9 3-7' A 14'-7' D 38 38 36 38 649' C 30 30 30 33 23'-1' E 45 45 45 45 95 3'-0" I A 1 14'-1' D 1 JB 1 39 1 39 1 39 W.Y. C 30 ;30 30 33 27-r E 1 45 45 45 1 45 4/27/2009 JUN 17 . PRINTED ON 4/29/2009 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA.'' IAPMO ES REPORT #0113 TABLE 6.5 12 Ga'3'x8' Steel C In (Detail T) 16 Ga 3"x8' Steel C Beam: Detail T Double 12 Ga'3'x8' Slee) C Beam (T and AY All ad Freestanding orAttached 33 35 Freestanding or 43 Attached Freestanding or 28 Stricture I Multis an Units 39 Structure MulUs an Units 34 Structure Mullis an Units GROUND TRIG MAX POST MAX 25'6 MAX POST LENGTH MAX '34 38 MAX POST LENGTH MAX C 29 MAX POST LENGTH SNOW WIDTH POST REOD POST MIN FOOTER v I 17 I 18' POST MIN FOOTER 6 I 17 I 16 POST MIN FOOTER 8' I 17 I 18' LOAD (FT) I SPACING I FOR SPACING POST- SIZE CONSTRAINED FOOTER SPACING POST 512E CONSTRAINED FOOTEP SPACING_ POST SIZE, CONSTRAINED FOOTS (PSF) 4.5 ON SLAB SLAB (FT) TYPE 1. 'd• •d• •d• (FT) TYPE •lT •d• -d. •d' (FT) TYPE •d• '0' 'd• 'd' 37 29'-5• (FT) 38 38 (in) in (in) (M) D 5 Un) (in) I..) (,n) 27-2* D lin) lint .(int lint 20 3 11'-10' A 26-10' C 33 35 38 43 1T -e' C 28 31 35 39 '30'-0' 0 34 35 39 44 LIVE as f0 -T A 25'6 0 34 '34 38 43 15'-10' C 29 31 34 36 30'-0' D 36 36 39 44 VA 1' A 4 6'-11' A 24'-5" 0 35 35 37 42 14'-4• O 29 30 33 38 3G'-0• D 37 37 39 44 21'-T 4.5 7'-11' A 231-5' 0 36 36 37 42 iT-2• C 29 29 33' 37 29'-5• D 38 38 39 44 D 5 T-1' A 27-2* D 35 36 37 41 12'-7 C 30 30 32 37 26.8• D. 39 39 39 44 40 5.5 6-5• A W-11" D 37 37 37 41 11'•7" C 30 30 32 36 2T•7` D 40 40. 40 43 41 6 5'-11' A 19-9' D 37 37 37 40 /6-7" C 30 30 31 '36 26'-10' D 41 41 41 43 42 6.5 5'6" A 18'-9' O 37 37 37 40 9-Y C 30 30 31 35 26'-2' D 42 42 42 43 43 T 5'-1' A 17'-10' D 38 38 38 39 T-1" C 30 30 30 35 25'$' E 42 42 42 43 66C 7,5 4'-9' A 1T-1- D 38 '38 36 39 8'8 C 30 30 30 34 24'-11• E 43 O 43 43 C a 4'-5' A 16.4" D 38 38 38 39 T-111 C 30 30 30 34 24'-5• E 44 44 44 44 34 8.5 4'-2' A IN -F, ''D 39 39 39 39 716• C 30 30 30 33 23'-11' E 44 44 44 44 34 9 3'-11• A 15'•1- 0 39 39 39 39 7'-11 C 30 30 30 33 23'-5" E 45 45 45 45 34 9.5 3'-9• A 14'L' 0 39 39 39 39 6'6' C. 30 30 30 33 23'-0• E 45' 45 45 45 35 10 '3'6' A 14'-0" 0 39 39 39 39 64- C 30 30 30 33 271' E 46 46 46 46 11 :3'-2' 1, A 13'-2' 1 O 40 _ 40 _ 40. 40 5'-10' C' 30 30 30 32 20'-7- E 48 1 46 46 1 46 t�rl YPM FY CI IRF C 20 3 11'-10' .A 25'8 C 34 36 40 N 1T•81' - C 30 33 36 41 30'-0°E 38 39 37 41 46 LIVE 3.5 1D',-7 A 24'-3' :U 35 35 39 44 15'-10" C 30 32 36 40 301-V 39 42 33 11 46 VA 1' A 4 e'-11' A 27.3' D 35 36 39 44 14'-4* C 31 31 35 39 28'•11•' 42 47 39 4/ 46 21'-T 4.5 T-11' A 274' D 37 '37 38 43 IT -T C 31 31 34 39 2T-11• 47 36 40 40 45 D 5 T-1" A 21'-T D 38 38 38 43 17-r C 31 31 34 '38 2T-0• E 515 41 41 45 40 5.5 6-5' A, W-11" D 39 39 39 43 11'•3"' C 32 32 33 38 26.2• 6 T-11• A 41 42 45 41 6 TO I" A 191-T D. 39 39 39 42 1a-7` C '32 32 33 37 25,6•' 5'-5' A 16-9"' 43 43 44 42 6.5 5-5" A 16-9• 'D, 40 40 40 42 9-9' C 32 32 32 37 24'-10• 17.10' 0- N 44 44 43 7 S-1• A 17'-10- D 40 40 40 41 9'-11 C' 32 32 32 36 24:-3 D 1' 44 44 44 66C 7.5 4--9•- A 1T•1" D 40 '40 40 41 66 C 32 32 32 38 Z3' -a'5 43 43 "45' 45 45 C 8 4'1' A 16'4" D 41 41 41 41 7'-11' C 32 32 32 35 23'-3'6 43 43 48 46 46 34 8.5 4'-T A 15'-8• O 41 41 41 41 T6' C 32 32 32 35 27-9•8 43 43 48 4646 34 34 9 3'-11• A 15'-1" O41411141 .49 49 49 T -1C AIll 32 32 32 35 274•7 44 68 47 41 1A 34 36 20-11' E 14'0 49 41 4/ 41 41 6'6• C 32 323234 N 44 27-0'7 6'4" C 47 47 47 20 3 11'-ta' A 24'-0" C 35 37 41 46 17.'8 C 32 - 34 3843 POST MIN FOOT a' I 17 I 18'POST MIN I 17 I 16 - 30'.0' D 38 39 43'. 48 LIVE 3.5 to -T A 27-1" C '36 36 40 45 IS' -10" C 32 33 37 42 26'A- D 39 39 42 47 38 4 VA 1' A 27-1" D 38 38- 40 45 -14':4• C 33 33 36 41 2T•T D 40 40 42 47 35 4.5 7'-11• A 21'-T D 39 39 40 44 13'-2• C 33 33 36' 40 26'-T D 42 42: 42 47 36 5 T-1' A 20'8 D 40 40 40 44 17-7 C 'w 33 35 40 26-8' D 43 43 43 46 E 515 6-5• A 19'-11' 'U 40 40 40 44 11'-Y C 33 33 34 39 24'-11- D 44 N 44 46 23'J' 6 T-11• A 164' 0 41 41 41 44 10'-T C 34 34 34 39 24'-0' D 44 44 44 46 33 6.5 5'-5' A 16-9"' D 42 42 42 43 9-91 C 34 34 34 38 23'-7" D 45 45 45 45 28 7 5'-1' A 17.10' 0- 42 42 42 43 9.11 C 34 34 34 38 23'-1' D 46 46 46' 46 26 7.5 449" A 1T-1" D 43 43 43 43 66C 7.5 34 34 34 37 27-T D 47 47 47 47 26 8V T' A 164" D 43 43 43 43 T-11' C 34 34 34 37 27.1' E 47 47 47 47 C 8.5 r-2°' A 15'-8' D, 43 43 43 43 T6 C 34 34 34 38 21'-8" E .48. 48 48 48 4'-7m' 9 3`11"' A 19.1". D 43 43 43 43 7-r C 34 34 34 36 21'-3' E' 49 .49 49 49 AIll D 44 44 44 44 68 C 34 34 34 36 20-11' E 49 49 49 49 10 .3'-0" A 14'-(7' O 44 N 44 44 j. 6'4" C 31 34 34 35 2a8 E 50 50 50 50 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 110 PSF MIN, COMMERCIAL UNITS USEIOPSF'MIN) 4. CHOOSE A PANEL FROM TABLES 4.1 TO CIS THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. S. DETERMINE TRIBUTARY WIDTH FROM -TABLE 6.2 OR CALCULATE,FROM TRIBUTARY DIAGRAM ONSCO2-PAGE 2 OF'2 6- CHOOSE A HEADER FROM TABLE &5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. IAPMO PAGE NUMBER 33 OF 57 IRF C 40 12 Ga 3"W Steel C Beam- Detail T 16 Ga 3'x6' Steel C Bean: Detail T Double. 12 Ga 3'x8' SteelBeam T and A' TABLE 6.5 Attached Freeslandingor Attached Freestanding or Attached- Freestanding or 31 Structure Mullispan Units Structure MullispanUnits Structure Multispan Units GROUND TRIS MAX' POST MAX MAX POSTLENGTH POSTLENGTH MAI( MAX POST LENGTH MAXtd- SNOW WIDTH POST REDID POST MIN FOOTE 8' I 17 I IV POST MIN FOOT a' I 17 I 18'POST MIN I 17 I 16 LOAD (FT) SPAC FOR SPACI POST SIZE CONSTRAINED FOOTER SPACI POST SIZE CONSTRAINED FOOTS SPAC PDSTSTRAINED FOOTS(PSF) ON SLAB SLAB (FT) TYPE 'd• b' 'd' •d' (F7) TYPE 'd' lt• 'd' 'd' (FT) TYPE.(FT) 44 (in (in (il) (M) lin W in) . (in) _ _ _ _ ) IRF C 40 3 T-1" A 27-5 D 31 33 37 41 12'-3' C 25 29 32 37 266" O 33 35 39 44 5' 3.5 5'-2" A. '204' O 31 32 38 40 ta-1/" C 25 28 31 36 2T-0* E 34 35 38 43 6 4 416' A 18'-8• O 32 32 35 40 98 C 25 27 31 35 25'-10• E .35 35 36 43 T 4.5 4'J0' A 1T-3' D 32 .32 35 39 6-7" C 26 27 30 34 24'-10- E 36 36 38 42 5 Y -T A 16'-1• O 33 33 34 39 T-9" C 26 26 29 34 24'-0• E 37 37 37 12 5.5 3'-3• A 15'-1' O 33 33 34 38 T-1" C 26 26 29 33, 23'J' E 36 38 38 42' 6 3'-0" A 14--r 0 33 33 33 38 6'6 C 26 26 26 33 27.7' E 39 39 39 41 6.5 7-9" A 131•51 0 33 33 33 37 60" C 26 25 28 32 21'-2* E 39 19 39 41 7 7-T A 17.9' E 34 34 34 31 5-T' c 26 26 27 32' 1744 E _ 39 39 39 40 7.5 2'•5" A 17.1' E 74 34 >• 36 5'-T C 26 26 27 32 18'•5' E J9 38 39 b B '7.3' A 11'-7' 'E 34 34 34 36 4'-10' C 28 26 '27 31 1T-4' E I 39 39 39 39 8,5 2'4" A '111•1' E 1 34 34 34 36- 4'-7m' C 26 26 26 11 164" E 39 39 _ 39 39 lin 60 3 R-1' A 17'-5• 0 28 31 35 39 e'$' C 72 27 30 34 24'-10' E 32 34 38 42, 5' 3.5 3'-6* A X15'8 0 29 30 34 3B' r-6' C 22 26 28 33 23'-7" E 33 33 37 42, 6 4 Y•P A 14'4' O 29 30 33' 38 '8'4" C 22 25 28 33' 27-F E 34 34 37 41 T 4.5 7.8' A '13'-T E 29 29 33 11 V-10' C 22, 25 28 32 20'8 E 14 34 36 41 .5 2'-5' A 17.3' E 30 30 32 37 T -Z* C 22 24 '27' 32. 166' E 34 34 35 40 5.5 7•T A 311'-5' E 30 '30 32 36 418 C 22 24 27 31 17'-W E 34 34 35 39 6 7-0" A 10'8 E 30 30 31 36 44" C 22 23 26 31 19-T E 34 34 34 38 6.5 T-10• A 1a•1" E 30 30 31 35 4'd' C 22 23 25 31- 14'6' E 14 34 34 38 7 1--9' I A 1 9.7' 1 E 1 31 1 31 1 31 1 35 11 TA" I C 1 22 1 23 1 28 1 30 11 11-V I E 1 34 1 34 1 34 1 37 OVER. HANG TABLE 61 TRIBUTARY WIDTHS FOR SINGLE SPAIN ATTACHED STRUCTURES PROJECTION OF.SINGLE SPAN STUCTURES (FT) - FT _ 6 9 10 11' 17 tY 14' 15' 16 1T 18' 19 2a 21' 27 0' 4' 4.5 5' 5.5' 6' 6.5' T 7:5' 8' 8.5' T 9.5' 10 10.5' 11' 1' 4.5' 5' S.5' e' 6.5' T 7.5' 6 8.5' 9 9.9 10' 10.5' It, 11.5' 7 5' S.5' 6 65' T 7.9 6 6.9 9' 9.5' 10' 10.5' 11' 11.5' 17 T 5.5' 6 8:5' T 7.9 a' 8.5' 7 9.9 10' 10.5' 11' 11.5' 17 12.5' 4- v 6.5+ T TY 8' BIT 9 9.5' to 10.5' 11' 11.5' 17 12,5' 1T 5' 1 fly' 7 7.5' w 8:5' 9' 9.6 IV 10.5' 11' 11.9 17 12.5' '13, 13.5' 8. FOR' SINGLE'SPAN'ATTACHED-UNIT USE THE POSTSHOWN UPGRADE THE;POST IF THEHEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN.UNITS USE TABLE 6.4 S. FIND THE OIC SPACING OR.i OF FASTENERS FOR ATTACHING TO WALL FROM M TABLE 7:5 10. USE THE APPROPRIATE DETAILS AMWIMax Building Products 5208 Tennyson Parkway 'Plano, Texas 75024 Carl Putnam, P. E FOR PATIO SLABS FOLLOW 1E FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING'ONSLAB FROM TABLE 6.5 Lynchburg;VA 24503 SLAB & USE THESMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cadoutnamAcomcasLnel SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7:1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEADOFTHESE TABLES SLAB 11. CHECK TABLES SLAB1 AND SLA62 ON MS FOR CORNER DISTANCE REQUIRMENTS. to," PRINTED ON 4/29/2009 IAPMO ES. REPORT 1/0113 IAPMO PAGE NUMBER,34 OF 57 Snl In rnVFR R n POSY QDArIMG4t FnP PATIn AMn,nnm ulFPrw rnVPPQ Minh MAMn ADOA4 TABLE 6.6 6:5" Roll Formed Fasda Detail E California Extruded Fascia Detail G Classic,Exliuded Fascia (Detail H) A Attached Freestanding or 27 Attached Freestanding or A Altactied -Freestanding or 25 27 Structure Multispan Units ,26 Structure Multis an Units 29 Structure Multis an Units GROUND TRIS MAX POST MAX _ 27 MAXPOSTLENGTH -MAX A - MAX POST LENGTH MAX 26 14'4" MAX POST LENGTH SNOW' WIDTH POST REO'0 POST MIN FOOTER 8' I to I 17 POST A 25 B'I10 I 17 POST MIN FOOTER 8' I 1D I12'LOAD 26 (FT) SPACING FOR SPACIN POST SIZECONSTRAINED FOOTS SPACI dMISNEFOOTER SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS(PSF) 25 25 ON SLAB. SLAB (FT) TYPE 'd' "d' "d' "d' (Fr) 24 "d" 'd' -d- "d (FT) TYPE "C' 'd' 'd" "d 4'4" 5 (FTI A 8'4' A (Irl (in) Onl', (in) 25 27 (in) (fn) (in) (in) 27 27 (n) fin (int fin! 10 3 22'-8" A '174' A 24 26 27 29 17-1' A 24 24 25 27 15'-1' A ,26 26 28 29 LIVE 3.5 19-5" A 11'47' A 25' 25 27 26 11'fi A 25 25 25 26 14'4" A 27 27 27 29 (CI) fm pn) (int 4 1r-0" A 9-11" A 25 25 26 27 11'-0' A 26 26 26 28 13'-8" A 28 28 28 28 A 4.5 15'-1- A 9'-0" A 25 25 26 27 1P-6' A 26 26 26 24 13'-2' A 28 28 28 28 4'4" 5 13'-7' A 8'4' A 25 25 25 27 10'-r A 27 27 27 27 12'-9' A 29 29 29 29 A 5.5 12'4" A 71S" A 25 25 25 26 9-10" A 28 28 :28 28 12'4' A 30 30 30 30 20 8 114" A 7'-r A 26 28 26 26 9.5" A 28 28 28 26 12'-0" B 30 30 30 30 21 6.5 19-5" A 6-01 ,A 26 26 26 25 9-0" A 28 28 '28 28 111-8' B 31 31 31 31 22 7 918 A 6'-3' A 26' 26 26 26 814' A 29 29 29' 29 11'4" B 31 31 31 31 23 7.5 9-1" A 5'-11" A 26 26 26 26 8'-91 A 29 29 29 29 11'-1" B 32 32 32 32 6-(r 8 814" A 5'-r A '26 26 26 26 9.1" A 29 29 29 29 10'-1(r B 32 32 32 32 C 8.5 w-cr A 5'4" A 26 26 26 26 740" A 30 30 30 30 f0'-0" B 33 33 33 33 27 9 11" A 5'-0' A 26 28 26 26 r88 A 30 30 30 30 10"S' C M 33 33 .33 28 28 9.5 T-7' A 4'-10' A 26 26 26 26 r-5" B' 30 30 30 30 10'-3" C 34 34 34 34 647' 10 ir-r A 4•=7" A 26 26 26 26 r-3" B' 30 30 30 30 10'-/" C 34 . 34 34 34 25 11 12" A 4'-Z" A 26 26 28 26 6-11"' B' 31 31 31 31 98C C 35 35 35 35 4.5 12 5'8 A 3'-11" A 26' 26 26 26 6-r a 31 31 31 31 9'S" C 35 35 35 35 22 22 a3 5'-T A .7-r -A 26. 26 28 28 64'- B _ _72 92 32' 32 9J' C 36 36 % 3e 10 3 228 A 17-0' A 25 26 28 29 11'8 A 25 - 25 26 27 -0 14'" A 27 27 28 30 LIVE 3.5 19-51' A 111-0" A 25 25 27 29 11'-1" A 26 26 25 27 13'-11" A 28 28 28 29 (CI) fm pn) (int 4 1r{C' A 9-11' A 26 26 27 28 /0'-0' A 26 26 26 27 131-3" A 28 28' 28 29 A 4.5 15'-1" A 94r A 26 26 26 28 19.3' A 27 27 27 27 121-V A 20 29 29 29 4'4" 5 13'-7" A BV" .A 26' 26 26 27 9.10` A 28 28 .28 28 174' A 30 30 30 30 A 5.5 IZ C A ra" A .26 26 26 27 94" A 28 28 28' 28 11'-11" A 30 30 30 30 20 6 1114" A 'r-2' A 26 26 26 26 B'-11" A 28 28 28 28 11'-r B 31 31 31 31 21 6.5 19-5" A 1-8" A 27 27 27 27 9-r A 29 29 29 29 1114' B 32 32 32 32 22 7 7-r A 6'J" A 27 27 27 27 6-r A 29 29 29 29 111-W B 32 32 32 32. 23 7.5 9-1- A 5'-11" A 27 27 27 27 &-a, A 30 30 30 30 10'8 B 33 33 33 33' 6-(r 8 68 A 'S'-7"' A 27 27 27 27 r-9' A 30 30 30 30 1018 B 33 33 33 33 C 8.5 6-0"- A 54" A '27 27 27 27 7'8 A 30 30 30 30 10'4" B 34• 34 34 34 27 9 7'8 A 5'-0' A 27 27 27 27 r -r A 30 30 30 30 10'-21 B 34 34 34 34 28 28 9.5 r -r A 4'-10' A 27 27 27 27 T-1' A 31 31 31 31 9-11- C 34 34 34 34 647' 10 6'-W .A F-7- A 27 27 27 27 8'-11' 8 31 31 31 31 8'-r C 35 -35 35 35 25 91 6-r A 4'.2" A 27 27 27 27 6-r 8 31 31 31 31 9-0- C 35 35 35 35 4.5 12 51-6' A 7-11" A 27 27 27 27 9-3' B 32 32 32 32 9'-r C 38 38 36 38 22 22 13 6-r A 7-r A .27 27 27 27 6-0' B 32 32 32 32 98 C 37 37 37 37 20 3 11'-10" A T-0' A 21 23 25 26 11'4• A 24 24 25 26 1415' B 26 26' 27 29 LIVE 3.5 104- A 6-r A- 21 22 24 25 1018 6 24 24 25 26 IY-W B 26 26 27 28 (CI) fm pn) (int 4 8'-11"' A T-10" A 21 22 24 25 94" 0 25 25 25 28 13'-1" C 27 27 27 28 A 4.5 7'-11" A .55" A 21 22 23 25 9-2- 6 25 25 25 25 12'-T C 28- '28 28 Ze 4'4" 5 7-1" A 4'-10" A 21 21 23 24 8'-r 8 26 26 26 26 /7-r C 29 28 29 29 A 5.5 6-5' A 4.5" A 21 21 22 24 8'-r B 26 28 26 26 11'4' C 29 29 29 29. 20 6 5'-11" A 4'-1' A 21 21 22 24 r -r B 26 26 26 26 111-6" C 30 30 30 30 21 6.5 5.5" A 3'4' A 21 21 22 23 r -r C 27 27 27 27 11'-1" C 30 30 30 30 22 7 5'-1" A 75" A 21 21 22 23 r-7' C 27 27 27 27 19-10" C 31 31 31 31 23 7.5 P -T A 34' A 21 21 21 23 6-10" C 27 27 27 '27 19-r C 31 31 31 31 6-(r a 1'S" A .7-1" A 21 21 21 23 6-r C 27 27 27 27 104' C 32. 32 32 32 C 8.5 4'-7' A 7-11" A 21 21 21 23 65" C 26 28 28 28 19-r' 0 32 32 32 32 27 93"1" 3'-r A 2'4" A 21 21- 21 22 6-r C 28 28 28 20 1014r 0 33 33 33 33 28 28 9.5 T-9" A 7.8" A 21 21 21 22 6-0' - C 28 28 28 28 914" 0 33 33 33 33 647' 103'8 8'43 A 75" A 21 21 21 22 5'-10" C 28 28 28 28 9'-r D 33 33 33 33 25 11 T -T A X74" A 22 22 22 23 5'E" C 29 20 29 211 -9,2' D 1 34 1 34 4.5 12 741' A'Z-1" A A 22. 22 22 23 S-2" C 29 29 29 29 8'4" D 34 34 34 1 34 22 22 13 7 A 1'-11" A 22 22 22 23 4'-11" C 29 29 29 29 W -V 0 35 35 35 35 25 6:5" Roll Formed Fascia Detail E) California Extruded Fascia (Detail G) Classic Extruded Fascia Detail H TABLE 6.6 23• Attached Freestanding or 26 Attached Freestanding or Attached Freestanding or 23 23 Structure Multispan Units 26 Structure Mullis -n Units Structure Multis an Units GROUND. TRIB MAX POST MAX MAX POSTLENGTH MAX 3 MA%POST LENGTH MAX MAit POST LENGTH SNOW WIDTH POST REOV POST MIN FOOTS 8- I 19 I 17 POST MIN FOOTS 8' I 19 I 12' POST MIN FODTER 6 I 10 I 17 LOAD (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING 'POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTS (PSF) ON SLAB SLAB (FT) TYPE 'd" "d' I 'd I 'd- (FT) TYPE 'd' -d "d -d' (FT) TYPE "d" -F -d' "4' (FT) 28 (CI) fm pn) (int 4 pn) In) lin) fin). [n) On) Is.) fl) 25 3 9'-r- A T -r A 20 23• 24 26 11'-1- B 23 23 25 26 Av-T C 25 26 27 29 3 3.5 8'-7' A 64" A 21 22 24 25 10'13' B 24 24 24 26 13'-5" C' 26 26 27 28 6-1 D" 4 T -r A 51-8' A 21 22 23 25 95" B 25 25- 25 26 12'-10" C 27 27 27 26 A 4.5 8.4' A '5'-1" A 21 21 23 24 8'-11" C :25 25 25. 25 174' C 28 26 28 28 4'4" 5 5'4"' A. 4'-r A 21 21 23 24 8' S" C 25 25, 25- 25 11'-11" C 29 29 29 29 A 5.5 .5'-2" A 41a" A 21 21 22 24 818 C 26 26 26 26 1114' C 29 29 29 29 20 6 4'-9` A 3'-11• A 21 21 22 23 7-r' C 26 26 26 26 11'-3" C 30 30 30 30 21 6.5 4'-5" A "78 A 21 21 22 23 7-3" C 26 26 26 26 10-11" D 30 30 30 '30 22 7 4'-1" A 3'•5' A 21 21 22 23 8'-111 C 21 17 21 2Z10' -8'D D 31 31 31 '31 23 7.5 7.10" A Y -r A 21 21 21 23 F -a" C 27 27 27 27 19-5' D 31 31 31 31 6-(r a 3'-r A, 314" A 21 21 21 23 6 -FC C 27 27 :27 27 16-r D 32 32 32 32 C 8.5 34' A 7-10' A 21 21 21 22 6'-3" C 27 27 27 21 10'-0" 0 32 32-. 32 32 27 9 3'-r A 2'8 A 21 21 21 22 6-0' C 28 28 28 28 9-10' D 33 33 33 73' 28 28 9,5 3Ar A 2'5" A 21 21 21 22 5'-10" C 28 20 26 29 1918 D 33 33 33 33 25 3 9-7' A r -r A 21 23 25 26 11'-1" 8 24 24 25 27 14'-r C 26 26 28 29 3 3.5 a' -r A 64' A 21 23 24 26 10'-3" a 25 25'. 25� 26 13'3' C 27 27 28 29 6-1 D" 4 r -r A 51-8" A 21 22 24 25 9-0" a' 25 25 25 26 17.10' C 28 28 28 29 A 4.5 64" A Y-1" A 21 22 24 25 8'41' C 26:. 26 26 26 12'1' C 29 29 29 29 4'4" 5 5'-9" A 4'-r A Z2 22 23 25 8'-5" C 26 26 26 26 11'-11" C 29 29 29 -T9 A 5.5 5'-2" A 4'1" A 22 22 23 24 8'40" C 27 27 27 27 11'-7" C 30 30 30 30 20 6 4'8 A 7-11" A 22 22 23 24 T -r' C 27 27 27 27. 11'-3' C 31' 31 31 31 21 6.5 4'-S" A 3'4r A 22 22 22 24 T -r C '27 27 27 27 10.11- D 31 31 31 31 22 7 4'-1' A T-5" A 22 22 22 24 V-111 C 2828 28 26 IT4r D 32 32 32 32 23 7,5 YAW A '3'-r A 22 22 22 23 64" C 28 28 28 28 19.5' D 32 32 32 32 6-(r 8 3'-r A 3'-0V` A 22 22 22 23 8'S" C '28 28 28 28 10'-r D 33 33 33 33. C 8.5 34' A 7-10' A 22 '22 22 23 8'-3" C 28. 28 28 28 10'-0' D 33 33 '33 33 27 9 3'-2* A. 74' A 22 22 22 23 6-0" C 29 29 29 29 9.10' D 34. 34 34 34 28 28 9.5 T-cr _ A X -V A 1 22 22 j 22 23 '5'-10' C Z9 29 29 29 9-8' D 34 34 34 1 34 jUN 17 2009 110 MPH EXPOSURE C 30 3 e'8 A Fr A 20 23 24 26 '10'-1' B 24 24 25 26 174' C 26 26 28 29 3.5 6-1 D" A 5'-5" A 20 22 24 25 94" C 24 24 25 26 17.8- C 27 27 27 29 46-0" A 4'-10' A 20 22 23 25 E'S" C 25 25 25 26 17-1" C 37 27 27 26 4.5 14" A 4'4" A 20 21 23 24 6-1" C 25 25 25 25 11.5" C 28 28 28 28 5 4'-10' A T-11" A 20 21 23 24 r4" C 25 25 25 25 11'-3- C 29 29 29 29 5.5 4'4" A T -r A 20 21 22 24 7'-3" C 26' 28 26 26 19-11" D 29 29 29 29 6' 4'-0" A 3'4' A 21 21 22 23 6-11' C 26 28 26, 26 19-7" D 30 30 30 30 6.5 78 A T-1" A 21 21 22 23 6-7" C 26 26 26 26 10'-3' D 31 31 31 31 7 3'-F A 7-107 A 21, '21 22 23 6-0" C 27 27 '27 10-0" D 31 31 31 31 7.5 7-7' A 78 A 21 21 21 23 6-(r C 27 27 27 2 9.10' D 32 32 32 32 6 3'8 A 78 A 21 21 21 23 5'-10" C 27 21 '2 9'-r D 32 32 32 32 8.5 Z-10' A 75" A 21 21 21 23 5'-r C 27 27 '27' 2 94" D 32 32 32 32 9 78 A 2'-T A '21 21 21 22 S -F C 28 28 28 9'-1" 0 33 33 33 33 105 MPH EXPOSURE 30 3 647' A 8'43 A 19 22 '24 25 19.1' 8 23 24 B 3.5 6-10" A F -F A 20 22 23 25 94" C 23 3 '24 5 4' 614r A 4'-10" A 20 21 23 24 68 C 24 24 24 5 1 4.5 5'4" A 44- A 20 21 71 24 -1"' C 24 24 25 0 4SS 5 5.5 4'40' 4'4" A A 7-11' 7-7- A A 20 20 21 20 22 22 23 23 7' C r :] ` - ,1 25 _ii, 1 `9 �Qy �Q PYT rr 6, 41-0" A 3'4" T-1" A 20 20 22 21 23 6'-1 e'- �25� %. 1!6 ,I 8.5 7 3 8 ]'-F A A 7-10" A A g0 20 20 20 21 23 22 6- 7 2�8r1 26 2 .f`l1 C llll t13 l 7.5 3'-r A 2'8 A 20 20 21 22 6 . f 26 T - 'I� Ex \\ Q �9� 314" A 78 A 20 20 21 22 5' 28 �,� f . 8.5 7.10' A 2S" A 20 ZO 21 22 9 75' A 73" A 20 20 21 1 22 C 2 7. 27 I k'� ` OFCAUF 4/27/2009 jUN 17 2009 PRINT.ED,ON 4/29/2009 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIALCOVERS HIGH WIND AREA; IAPMO ES REPORT #0113 20 6:5" Roll Formed Fasda.(Delail E) California Extruded Fascia Detail G) Classic Extruded Fascia Detail H TABLE 6.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or 21 Structure Multis an,Unils Structure Mullis an Units Stricture Mullis n Units GROUND TRIG MAX POST MAXMAX POST LENGTH MAX MAX POST LENGTH MAX MAX POSTLENGTH SNOW WIDTH POST REGO POST MIN 'FOOTER 9 I 19 I "17 POST MIN FOOTER 6 I 101 I 17 POST MIN FOOTER 8' I 101 I 17 LOAD (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTES SPACING POST 'S¢E CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTS (PSF) ON SLAB 'SLAB (FT) TYPE "e" "d- I tr I -d- (FT) TYPE 'C 'C I 'd' I Y (FT) TYPE b' . -d' - (FT) lin) (in) .(in), (in) Ian 0n) (in) 8n). Im) in) (in) (in) 20 3 11'-10" A 7'6" A 21 N 25 27- 11'4" A 24 24 28 27 14'-Y B 26 Z6 28 29 LIVE 3.5 10'-7' A. 8'-7" A 21 23 25 26 10'-6' 8 25 25 25 27 13'6' B 27 27 28 29 B'-11" A 4 8'=11" A TAT LA 22 23_ 24 26 9A' B 26 26 25 26 13'-1" C 28 28 26 29 5'-3' 4.5 T-11" A 51J' A 22 22 24 25 9-2'' B 26 26 28 26 12'-7' C:- '29 29 29 29 A 5 T-1" A 4' -IT A 22 22 23 25 8'-r a 26' 26 26 26 12'-7 C 30 30 30 30 25 5.5 65" A 4'1- A 22 22 23 24 8.7' B 27 .27 27 21 il'-9 C 30 30 30 "30 25 '6 5'-11" A 4'-1" A 22 22. 23 24 r-9' B 27 27 27 27 I1'-5" C. 31 31 31 '31 25 6.5 V-5" A 3'A' A 22 22 22 24 r-5" C 27 27 27 27 11'-1" C 31 31 31 31 26 7 '11" A 3'6" A 22 22 22 24 r-2" C 28 2B 28 28 101-10" 'C 32 132 32 32 61-V 7.5 4'-9" A 3'-4' A 22 22 22 23 6'-1P C 25 20 28 28 101-7' C J2 .32 32 32 C B 4'-51 A 3--1" A 22 22 22 23 6'-71 C 28 28 28 28 104" C 33 33 33 33 32 6.5 4'-7" A 2'-11" A 22 22' 22 23 6-5' C 29 29 29 29 19-2' D 33 33 33 '33 32 9 3'41' A 7-9' A 22. 22 22 23 6-2" C 29 29 29 29 10'6- .0 34 34 34 34 32 9.5 3'-9" A 2'6" A 22 22 22 23 64' C 29 29 29 - 29 9A' 'D 34 -34 34 34 33 10 T6" A 74- A 22 22 22 23 TAT C 29 29 29 29 9-71 0 35 :35 35 35 11 T -T A 7.4' A 1 22 22 22 23 5'6- C 30 30 30 30 9-Y O' '35 35 35 35 t20 MPH EXPOSURE C 20 3 11'-10' A r6" A 23 25 26 28 11-x" A 26 26 27 28 17-10" B 2B 28 29 31 LIVE 3.5 1(Y-2"' A V-7' A ,23 24 28 27 10'-61 a 27 27 27 28 lx -i' B 29 '29 29 30 B'-11" A 4 B'-111 A 5'-101' A 23 N 25 27 9A" 8 27 27 27 27 176- C 29 29 29 30 5'-3' 4.5 T-11" A T -r A 23 23 25 26 9-7 8 28 28 28 28 17-1' C 30 30 30 30, A 5 T-1' A 4'-19' A 23 23' 24 26 8'-7" B 28 20 28 28 111d' C 31 '31 31 31 25 5.5 6-Y A 4'-5' A 23 23 24 26 6-2" B 28 28 28 28 111-3' C 32. •32 32 32 25 e 5-11" A 4'-1' A 23 23 24 25 r-9" B 29' 29 29 29 10.11" C 32. 32 32 '32 25 B.5 T-5' A 7.9` A 23 23 23 25 r-5" C 29 29 29 29 1016' C' 73 33 33 33 26 1 5'-1' A 3'6- A Z3 23 Z3 25 T72" C 29 29 29 4'A" A 34" C 33 33- 33 ;33 61-V 7:5 4'-9' A 3'4" A ?1 23' 'Z3 24 6-101 C 30 30 30 3'-1" A C "34 34 34 34 C B 4'S" A T-1' A 23 23 23 24 6-T C 30 30 30 A 25 C 34 34 34 :34 32 6.5 4'-2' A 7-1 I' A 23 23 23 24 8'-5" C 30 30 30 25 119'-5' C 35 35 35 ' 35 32 9 3'-11" A 7A" A 24 24 24 24 6-2" C 31 31 31 25 25 D 35 35 35 35 32 9.5 3'-9' A 76" . A 24 24 24 24 F -Ir C 31 31 31 1 25 1 25 It D 36 1 .38 1 36 1 36 )RE C 20 3 -11'-10' A T6' A 24 26 27 29 1016" A 21 27 27 29 13'-1" B 29. 29 30 31 LIVE 3.5. 10'•21 A 8'-7" A 24 25 27 28 91.11, A 28 28 28 29 17.51 B 30 30 30 31 27 4 B'-11" A T -/R A 24 24 26 28 9-3- 8 28 28 28 28' 11'-11' B 31 31 '31 31 27 4.5- T-11' A 5'-3' A 24 24 26 27 8'-r B 29 29 29 29 11'-5" C 31 31 31 31 27 5 T-1" A 4'-/0' A 24 24 25 27 a-3- "B 29 29 29 29 11'6' C' 32 32 32 32. 0 5.5 6-5' A 4-1, A 25 25 25 27 T-111 B 30 30 30 30 1016' C 33 33 33 33 9-11' 6 5'-111,' A 4'-1' A 25 25 25 26 T-7" B 30 30 30 30 10'-5' C 33- 33 33 33 25 6.5 51S" A 3'-9" A 25 25 25 26 r-31 B 31 31 31 31 101-1' C 34 34 34 34 25 7 5'-1" A 3161 A 25 25 25 26 T-0' C 31 31 31 31 9-10' C 35 35 35 35' ZS 7.5' 4'A" A 34" A 25 25 25 25 61-V C 31 31 31 31 96' C 35 35 35 35 25. 8 4'-5' A 3'-1" A 25 25 25 25 6--W C 32 32 32 32 9-5" C 36 38' 36 3B C 8.5' 012' A T -it- A 25 25 2_5 25 6'4' C 32 32 32 32 gr -31 C 36' 36 .36 36 4'$ 9 V-11" A 7 P A 25 25 25 25 6-T C 32 32 32 32 9-11 C 37 37 37 37 9.5 TA" A 76" A 25 25 25 25 &4r C 32 32 32 32 B'-11' 0 37 3T 37 37 10 1 3'6' I A 1 76' 1 A 1 25 1 25 1 25 1 25 It 5-10' I C 1 33 1 33 33 33 F-ir 0 38 38 38 38 GENERAL INSTRUCTIONS FOR THESE'TABLES 1. CHOOSE.FREESTANDINGOR ATTACHED STRUCTURE 2. CHOOSE' PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE,OR SNOW LOAD OF�STRUCTURESITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE'A PANEL FROM TABLES 4.1 TO 41 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. S. DETERMINE TRIBUTARY WIDTH FROM TABLE 6:2 OR, CALCULATE FROM TRIBUTARY OIAGRAM ONSCO2 PAGE OF 2 6. CHOOSE,A HEADER FROM TABLE 6.6 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. IAPMO PAGE NUMBER 35 OF 57 6.5" Rol Formed Fascia; Detail E California Extruded. Fascia Detail G Classic Extruded Fasda Detail H TABLE 66 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Mullis an Units SWclure MultisDan Units _ Structure MuttisDan Units GROUND TRIS MAX POST MAX MAX POST LENGTH MAX' MAXPOSTLENGTH MAX MAX POST LENGTH SNOW WIDTH POST REO'D POST' MIN FOOTS '8' I 10' I IT POST MIN FOOTS B.I 10' I 12' POST MIN Foo7E 6 I la I, 17 LOAD (FT) SPACINGFOR SPACINGPOST SIZE CONSTRAINED FOOTER SPACINGPOST SIZE CONSTRAINED FOOT SPACING POST SIZE CONSTRAINED FOOTS IPSFI ON SLAB SLAB (FT) TYPE "d' 'd' I 'tl" I 'S (FT) TYPE b' "d'",r 'd' IFTI TYPE, -Q '0' 'd' •C+ (FT) (in) (lin) lin) (in) I (in) _ (in) (m) (in) !m @U 10 MPH, EXPOSURE C 40 3 6°-1` A 4'-11- A 16 22 2J '25 8`6" C 22 23 24 '28 17-1' -C' @5 25 27 28 5' 15 S-2" A P-3' A 19 21 23 24 661 C 23 23 24 25 111$ C 26 28 27 28 6 4 4'6" A Vr A 19 21 22 24 T -Y C 23 23' 24 25 11'4r D 27 27 27 28 T 4.5 W -Cr A 34" A 19 20 22 23 VA 1" C 24 "24- 24 25- 101-r D 27 27 27 28 5 31-7' A T-1" A 19 20 22 23. 661 C '24 ,24 24 25' 101-2" 0 '28 28 28 28 5.5 3'-3" 'A 7-9" A 19 20 21 23 6-2" C 24 24 '24 24' 9-11' D 29 29 29 29 6 TC' A 7-1' A 19 20 21 23 5'40- C 25 25 25 25 9-71 D 29 29 29 29 6.5 7-9' A 7-Y A 19 19 21 22 F -T' C 25 25� 25 25 94' 0 30' 30 30 '30' 7 2'-1" A 7-2" A19 17 19 21 12 54" C ZS ZS ZS 25 6-11"' D 30 30 30 30 7.5 2'-5' A 7-1' A 19 19 21 22 5'-1' C 25. 25 25 25- 8.6' 0 30 30 30 -30 8 &3' 1 A 1'-11' A' 19 19 21 22 4'-11' C 26 26 26 26 84' D 31 31 31 '31 8.5 7-1" A 1'-10"A 19 19 21 22 4'$ C 26 26 26 25 V-1" 0 31 31 31 31 60' '3 4'-1" A 3'S' A 16 20 22 24 r -W C 21 22 '23 25". 101-7' 0 24 25 26 28 5' 3.5 TS A 'T-11' A 18 20 22 .23 V4" C '21 21 23, 24 101-T 0 25 25 26 .27 6 4 T' . A 2'-7" A 18 20 21 23 5-11" C 22 22 23' 24 91-7' D 25 25 26 27 T 4S' 76" A 14' A /7 19 21 '22 51S' C 22 22 23, 24 9-2" D 26 Z5 26 27 5 75' A 7-1" A 17 19 21 22 5'-7' C 22 22 22. 24 8'-8' D 26 26 26 27 5.5 7,T A 1'-11" A 17 19 20 22 4'-10' C 23 23 23 24 8'-3' D 27" 27 27 27 6 76' A 1161 A 17 19 20 22 4'-7- C 23 23 '23 23' T-11" D 27 27 27 27 6.5 1'-10" A 1'-T 'A 17 19 20 22 4'-5" C 23 23' 23 23' T -T D 28 28 -2B 28 7 1 1'-9" I A I i'6" I A 17 1 19 1 20 1 22 11 4--2" 1 0 1 23 1 23 1 23 1 23 1 T-3" I D 1 28 1 28 1 26 1 28 OVER- HANG Freestanding Structures -TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN.STUCTURES FT) Max' POST Fooling FT 1 8' 9 19 11' 17 iT 14' 15' 1& 17' 18' 19 20' 21' 22' d 4' l5' 5' '5.5' 6' &V T 7-51- r 8.5' 9' 9.5' lo, 10.5 it! 1' 4.5' S. S.5 6' 6.5' r 7.5 8' 8.5' 9 9.5' 10' 10.5' 11' 1.1.5' 7 5' 5.5'. 6 6.5' T 7.5' B' &5' 9' '9.5' IT 10.5' 11' 11.5 17 7 5.5' 6' 6.5 T- 7.5' 6 8.5' I9 9.5 101 10.5' 11' 11.5 17 125' 4' 6 6,51. T 7.5' 6 6:5' 9 .9.5' 10 10.5' 11' 1 t.5' 17 12.5' IY '5' 1 5.5 T 7.5 6 8.5' '9 9.5 101 10.5' 11' 11.5 17 12.5 13- 13.5' TABLE 6.4 Post Requirements for Freestanding Structures Post' Description - Maximum Max' POST Fooling He' ht 0.041'x3"x3' Steel Clover d:= 23" '12' 1 D 0.041"x3"x3" Steel Clover' d = - 23"- 8' -1 E 3116"X3"x3" Steel Square d= 32" 15' F 118'x4"''Steel Square. d=_ 38" 3 x4 18'_ G 5/16'x4"x4- Steel Square d'= 42" 18" 1 H 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amadmax Building Products FREESTANDING ANO'MULTISPAN-UNITS USE TABLE -6.4 5208' Tennyson' Parkway 9: FIND THE OIC SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 Plano, Texas 75024 10, USE THE APPROPRIATE DETAILS Cad Putnam, P. I - FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING'.ON SLAB FROM TABLE 6.6 Lynchburg, VA '24503 SLAB B. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnamftomcastnet SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB- 10. FOR TWO POST. STRUCTURES USE TABLE 7.1 ON SHEET M3 FORSLAB REQUIREMENTS INSTEAD OF THESE TABLES SLAB11. CHECK TABLES SLA81 AND SLA82'ON MS'FOR CORNER DISTANCE REQUIRMENTS. 4/27/2009 ,JUN 9- PRINTED ON 4/29/2009 IAPMO ES REPORT #0113 IAPMO PAGE NUMBER 36 OF 57 SOLID COVER 6-0 POST SPACINGS FOR PATIO ANn rnMMERr.IAI rnVFRR wiGm WI1Jn AREAS 10 575" ExWded.Fascta Detail L Alaskan. Fascia (Detail K) 0.041"xWx3' Cloverleaf (Detail W TABLE 6.7 Attached Freestanding or Attached Freestanding or Attached Freestanding or 23 Structure Mullis an Units Structure Mullis an Units Structure, Mullis an Units GROUND TRIG MAX. POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REO'D POST MIN FOOTER e' I 10' I 17 I(- POST MIN FOOTER 8' I 19 I IT POST MIN FOOTER 8' I 19 I 12 LOAD (F7) .SPACING' FOR SPACINGPOS7 SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS (PSF) ON SLAB SLAB (FT) TYPE 'd' 'd' 'de "d- (FT) TYPE 'd' 'tl' -d- -d- (FT) TYPE 'd' 'd' -d' -d- d" (FTI (Int (In) On) (in) liN fn) lin) inGn) On) (in) Im) 10 3 27-W A 19-8' A 23 24 25 27 IT -1" A 25 25 27 28 10'-10' A 23 23 25 26 LIVE 3.5 19'-5' A 10'-4- A 24 24 25 27 12'-5' A 26 26 25 28 10'-3' A 24 24 25 26 4 1T-01 A 19-0" A 25 25 25 27 11'-11' A 26 28 26 27 VAT A 25 25 25 26 4.5 15'-1' A 4-7' A 26 26 26 26 11'-5' A 27 27 27 27 9'-V A 25 25 25 28 5 13'-T A 9S' A 26 26 26 26 it' -1' A 28 28 28 28 9.1• A 25 26 26 26 5.5 1Z41' A 9•T A 27 27 27 27 101-8' A 28 28 28 28 8'-10' A 27 27 27 27 6 114" A 6.11' A 27 21 27 .27 10'-5' A 29 29 29 29 8'-7' A 27 27 27 27 6.5 10'-5" A 8141' A 28 28 28. 28 10'-1' A 29 29 29 29 a'-4' A 28 28 28 28 7 9-0e A 65' A 28 28 28 28 9'-101 8 30 30 30 30 6•2* A 28 28 28 28 7.5 9.1' A BV' A 29 29 29 '29 9-8' B 30 30 30 30 T-11' A 28 28 28 '28 8 6-8• A 6-11 A 29 29 29 .29 9'-5" B- 31 31 31 31 71-8' A 29 29 29 29 8.5 647" A 7'-11' A 30 30 30 '30 9J" a 31 31 31 31 T-5• A 29 29 29 29 9 T4' A T-8" B 30 30 30 30 6-111 B 32 32 32 32 T•T' A 29 29 29 29 9.5 T -T A T -T B 30 30 30 30 6-11' B 32 32 32 32 T-0' A 30 30 30 30 10 6.91 A 71S B 31 31 31' 31 81-e' B 32 32 32 32 6-10' B 30 30 30 30 11 8'-7 A r-3' B 31 31 -31 31 8'-0" C 33 33 33 33 64e' 8 30 30 30 '30 12 5'- A 6-11' B 32 32 32 32 6-3' C 31 34 34 3/ 6.T' B 31 31 31 31 13 S'•T A 6-0" B _ 32 >2 _ 32 -32 6-0' C . 34 34 34 _ 6_ T B 31 31 .31 37 10 3 27.8' A 101.6" A 24 24 26. 27 17.8' A 25 25 27 28 101-8' A 24 24 25 - 27 LIVE 3.5 /9-S' A iVA" A 25 25 2e '27 17-1' A 26 '26 27 26 9'•11- A 25 25 25 27 4 17"-0- A 9-0' A 25 25 26 27 11'-8' A 27 27 27 2e 9-8" A 25 25 25 26 45 'IT -11 A 9-0' A 26 26 26 27 11'-11 A. 28 28 26 28 9-T A 28. 26 26' 26 5 1T -T 'A 9.7 A 27 27 27 27 101-W A 28 28 28. 28 V-101 A 27 27 27 27 5.5, 17.4' A Imm A 28 28 28 28 1P•5" A 29 29 29 29 8'-T A 27 27 27 27 6 1.14" A 6.7' A 28 28 '28 28 16.1" A 30 30 30 30 a4' A 28 28 .28 28 6.5 10'•4' A 81-5' A 29 29 29 '29 9.10- A 30 30 30 30 6.1' A .28 28 28 28 7 9-8- A 6-0' A 29 29 29; 29 9.7' A 31 31 31 31 T-101 A 29 29 29 29 7.5 9-1' A 6-0" A 30 30' 30 90 9.4' B 31 31 31 31 71-8- A 29 29 29 29 8 B'-8' A T-101 A 30 30 '30' 30 9-7 B 32 32 32' 32 TJ' A 29 29 29- 29 AS 61' A T-8- A 30 30 30 30 9-01 B 32 32 32 32 T-1' A 30 30 30 30 9 T-8' A TF A 31 31 31 31 B'-101 B '32 32 .32 32 8'-10' A 30 30 30 30 9.5 T-2' A 71 -VB C :31 31 31 91 V-8" B 33 33 33 33 6-0' A 30 30 .30 30 10 60 A Td" B 31 31 31 31 8'41- B 33 33 33, 33 6'-0' A 30 30 30 30 11 6-7 A 6-11" B 32' 32 32 32 B'-3' B 34 34 '34 34 6'1. B 31 31 '31 31 12 V -S' A 6rT 8 32 32 32 32 8'-0" C 35 35 35 35 5'-11' B 31 31 '31 31 13 S-7 A 64' B .33 33 33 33 T$ C 35 35 35 35 5'-0' B 32 32 32 32 20 3 11'-101 A 19.01 A 23 24 25 27 17.6- B 24 25 26 28 10'-7 A 23 23 25 26 LIVE 3.5 101.7' A 194' B 24 24 25 27 11'-10" B. 25 25 26 27 9.61 A 23 23 24 26 4 8'-11' A '1947" B 25 25 .25 27 114" B 26 26 26 27 69' A 24 24 .24 25 4.5 7.11' A 9-r B 26 26 26, 26 76.11' C 27 27 27 27 8'-1' B 24 24 24 25 5 r-1' A 9-5' B 26 26 26 25 101S C 27 27 27 27 7'-T B 25 25 25 25 5.5 V -S A 9.2' C 27' 27 27 27 10'-2 A 28 28 28 28 7",1' B 25 25 25 25 8 5'-11' A 6.11' C 27 27 27 27 9-w C 29 29 '29 29 6-9' B 25 25 25 25 6.5 5'-5" A 8'r C 28 28 28 28 9'-r C 29 29 29 29 6.5' B ,25 25 25 25 7 5'-11 A 6J' C 28 28 '28 28 9-5' C 29 29 29 29 F-1- B 26 26 26 26 7.5 4' -?A A T-11• C 28 28 28 28 9-2 C 30 30 30 30 T-101 ,B 2e 26 26 25 9 4'S A T -T C 29 29 29 29 9'4r C' 30 30 30 30 5'-T 8 28 26 26 26 8.5 4'.r A Ta' C 29 29 29 29 81-9' C 31 31 31 31 54- B 26 26 25 26 9 3'-11' A T-11 C 29 29 29 29 8'-5' C 31 31 31 31 5'-1- a 26 26 25 26 9.5 7.9" A 6.101 C 29 29 29 29 6.7 C 31 31 31 31 4'-11' & 26 26 '26 26 10 T$ A 6'4r C 30 30 30 30 8'-01 C 31 31 31 31 41-T B 26 26 26 26 11 T$ A 63' C 'JO 30 30 30 T -T C` 32 32 32 32 4'-5' C 27 27 27 27 12 2'-11' A 5'-11" C '30 30 30 30 7"72 D 32 32 32 32 4•-7 C 27 27 27 27 13 7-0' A 5'-8' C '31 31 31 31 e_ T D 33 33 33 33 T-11' C 27 1 27 1 27 1 27 25 5.5' Exlruded.Fascia Detail L Alaskan Fascia Detail K 0.041'xWx3' Cloverleaf Detail W TABLE 6.7 Attached Freestanding or Attached Freestanding or Attached Freestanding or - Structure Multispan 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 SNOW WIDTH POST REDID OST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' ' 12' POST MIN FOOTS 6' ' 19 I 17 LOAD (FT) SPACINGFOR SPACING,POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTS (PSF) ON SLAB SLAB (FT) TYPE 'd' 'd' I 'd' 'd" (FT) TYPE 'a' V' w 'd' (FT) TYPE ''d 4C (F7) (in) (n Ifni lint 1�1 (m (in _(in) (i1 (in) (in) (in) 25 3 9'47 A 101•8' B 23 24 25 27 12'4' 8 24 25 26 26 - 10'$ B 23 23 25 26' 15 '6-2" A 104' a 24 24 25 27 111-8^ C 25 25 26 27 9'-3' 8 23 23 Z4 26 4 7'-7' A 101-V C 25 25 25' 27 11'-7 C. 26 26 26 27 8'-8' 8 24 24 24 25 4.5 64" A 9-T C. 26 26 26 26 10'-0' C 27 27 27 27 T-1 a' B 24 24 24 25 5 5'-9' A 9-5' C 26 26 26 26 101-41 C 27 27 27 27 74" B 24 24 84 25 5.5 5'-7 A 9-2* C 27 27 27 27 16-0" C, 28 _ 28 28 28 6-11" B 25 25 25, 25 6 4'-9" A 8'-9' C 27 27 27 27' 91-0" C 28 28 28 '28 6-8- C 25' 25 25 25 6.5 4'-S' A 6•' C 28 2e 28 28 94T C' 29 29 29 29 6'-7 C 25 25 25 25 7 4'-1' A 6.01 C 28 28 271 28 9'-3" C: 29 29 29 29 5'-11' C TS 25 ZS 25 7.5 3' -IT A T-9" C 28 2B 28 28 9'-1' C 30 30 30 30 .5'-T C 25 25 25 25 8 9'-7" A T-5" C 28 2B 2B 28' 8'-9' D 30 30 30 '30 54' C 26 26 26 26 - 8.5 3'4' A i•T C' 29 2Y Z9 29 814P D 30 30 30 '30 51-T C 26 26 26 26 9 3'-T A 6-11' C 29 49 29 29 6-3" D 31 31 31 X31 4'-11' C 26 26 26 26 9.5 T -IT A_ 6•8' C 29 29 29- 29 11 6-0"_ D 31 31 31 31 41-W C 26 26 26 26 25 '3 9.T A 10'47 8 21 24 26 27 124" 8 25 25 27 28 101-0' B - 23 24 25 27 3.5 '8'-T A 16.1' 8 25 25 26 2T 111-8' C 26 26 27 28 9-3' 8 24 24 25' 26 4 T -T A 9-0" 8 25 25 26 27 11'-7 C 27 27 27 28 8'4' B 24 24 24 26 4.5 64' A 9.6' C -26 26 26 27 10'-9" C. 27 27 27 2111 B 25 25 25 26 5 57-W A 9-T C 27 27 27 27 10'4" C 28 28 28 28 74' B 25 25 25 25 5.5 5'-7' A 6.17 C 28 28 26 28 10147" C-- 29 29 29 29 6.11". B 25 25 25 25 6 41-9" A 6-T C 28 28 28 28 9-9' C 29 29 29 29 6'-0' C 26 26 26 26 6.5 4'3: A 6.4" C 29 '29 29' 29 914i C 30 30 30 30 61-7 C' 26 26 26 25 7 4'-1' A 6-0' C 29 29 29 29 9J" C 30 30 30 30 TAI" C 26 26 26 M' 7.5 TAT A. Tor C 29 29 29 29 9-1" C 31 31 31 31 5'-7' C 26 26 26' 26 8 3'-T A 'T•S' c 29 29 29 29 8'4' D 31 31 31 31 .TA" C 26 26 '26 26 8.5 31m4" A 7-T C 30 30 30 30 r4" D 31 31 31 31 5'-7 C 27 27 27 27 9 T -T A 61•11' C 30 30 30 30 8'-3" O 32 32 32 32 4'-1V C 27' 27 -27 27 9.5 3'-0' A '6-8' C 30 30 .30 .30 8'd' D 32 >Z 32 32 4'-9" C 27 27 27 27 110 MPH 'EXPOSURE 'C 36 .3 B'-0' A, 10147 8 24 24 2e 27 11'-7- C 25 25 26 28 8'-1' B 23 27 25 25' 3.5 6.101 A 1014" C 25 25 26' 27 '1114' C 25' 25 26 28 V-3' B 23 23 -24. 26 4 6-0' A 9$ C 25 25 26 27 10'-0' C 26 26 26 27 -71-7' B 24 24 24 25 4:5 5'I' A 9-' C- 26 26 28 27 10'-1' C 27 27 27 27 T-0' B 24 24 '24 25 5 4' -IT A 0'-9" C 27 27 27 '27 9.9' C 28 28 28 28 6-T C 24 24 24 25 X5.5 4'-0" A B4' C 27 27 Z7 27 9-0^ C 28 28 28 28145,r C 24 24 21 25 6 41-W A T-11' C 27 27 27 27 9-T C 29 29 29 '29 C 25 25 25 25 �85 3'-8"' A 'T-8' C '28' 28 '28 28 8'-11" D 29 29 29 2 C 25 25 25 25 7 T-5' A 71-T C 28 28 28 28 6-T' D 30 30 30 C 25 25 25 25 7.5 3'-7' A B'-11' C 28. 28 28 28 B'-3" D 30 30 30 -30 C TS 25.ZS' ZS 8 3'-0' .A 6'$ C ZB ZB 28 ,�647 D 30 30 30 30 C 25 25 25 25 8.5 7-101 A 6'-5" C 29 29 29 29 7'A" D 30 30 30 30 C 25 26 26 25 9 7-0' A 6-7 C 29 29 29 29 T-0` D 31 31 3 31 C 26' ZB 28' 26 105 MPH EXPOSURE C _ 30 3 8'4" A 10'-8' B 23 24 ,25 ,27 11'-T C 24 24 6 27 3.5 6-101 A 10'x' C 24 ZI 25 Z7 '11'-O' IS 25 28 7"7 4 6'-0' A 101-0' C 25 25 25 27 19-01 25 25 25 27 .I 4.5 541 A 941 C 25 25 25 26 17.11 C 26 27 5 4'-10- A 6-9' C 26 26 26' 26 9.9" &i7 t :�? 27 5.5 44' A 64' 'C '26 26 Z6. :26 9-5" Of �7 p� + 6 4117 A T-11' C 26 26 26 -26> 9- 1rC i • '1' r 8.5 3'-0' A 7f C 27 27 27 27 �1[' i 1 7 T-0' A 7".3' C 21 21 21 21 Y; �' I ' '4 f'' pip QQQ A .1 7.5 T-7 A F-11' C 27 27 27 27 _ 9 I9 d YQ p[' 1, �1 y 8 3'47 A 6-8' c 27 27 27 27 t9 D �93 29 l� EX 0 200 8.5 7-101 A 6-S C 28 28 ZD 28 iZal D •29 29 Ir * - 4/27/2009 9 jUN 9 7 2��9 PRINTED ON 4/29/2009 SOLID COVER 6.0 POST. SPACINGS FOR PATI :ROUNDI I ON SLAB I_ AB I (FT) � TYPE I TRIG MAX POST MAX .SNOW WIDTH POST REO'D POST MIN FOOTE LOAD (FT) SPACING FOR SPACIN 'POST SIZE 1PSF) SL ( 'd- IAPMO ES REPORT #0113 IAPMO PAGE NUMBER 37 OF 57 ail L Alaskan Fascia Detail K 0.041'x3"x3" Cloverleaf Detail W) 5:5* Extruded Fascia. Detail LAlaskan Fascie (Detail K) 0.041"0"z3"'Cloverleaf Detail W) eestariding:or At had I Freestanding or Attached Freestanding or TABL 6.7 Attached Freestanding or Attached Freestanding or Attached Freestanding or ulti an Units: Structure Mullis an Units Structure MulOs an Units Structure Mullis n Units Structure Mullis an Units Structure Muftis an.Unils MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIS MAX POST MAX MAX POST LENGTH MAX J MAX POST -LENGTH MAX, MAX POST LENGTH C I 10' I /7 POST WN FOOTER 6 I 16 I 17' POST MIN FOOTER 8' I 10 I 17 SNOW WIDTH POST REDD POST' MIN FOOTS T I 10' I 17 POST MIN FOOTS a' I 1a' I 12' POST MIN FOOTE 9 I 10 I 12 )NSTRAINED FOOTS SPACINGPOST SIZE CONSTRAINED FOOTS SPACING POST S12E CONSTRAINED FOOTS LOAD (FT) SPACINGFOR SPACINGPOST 5126 CONSTRAINED FOOTER SPACINGPOST SIZE CONSTRAINED FOOTS SPACIN POST SIZE ONSTRAINEO FOOTS -d- "d' 1d- (FT) TYPE 'd- -d"' 'd- Yr (FT) TYPE 'd' "d" b' '0' (PSF) ON SW SLAB (FT) TYPE -d- 'd' "d' 'tl' (FT) 'TYPE "d" -d' 11' 'd' (FT) TYPE 'd- -d- "d- "d' (in) (in) (in) (in) (In) (in) (in) (i1) (in) (in) (n (FT) (In) In) n I.) lint (mb lin) (x1) lin) (in) lint lin) 20 3 11'-10" A low A 24 24 d6 27 175" B 25 25 27 28 10'-T A 24 24 25 27 LIVE 3.5 10'-2' A 10-1" A 25 25 26 27 111:10" B 26 26 27 28 9-6' A '24 24 25 28 6 4 8'-11" A 96 B 25 25 26 27 11.4' B '27 27 27 28 B-9' A 25 25 25 26 T 4.5 T-11" A 94' B 26 26 26 27 19=11' C 26 28 28 28 '6.1" 8 25 25 25 26 5 T-1" A 9.2" B 27 27 27 27 10'4' C 28 28 28 28 T. -T B 25 25 25' 25 5.5 6'-5' A 9-10' C 2B 28 28, 28 10-T C 29 29 29 29 7'-1- B 26 26 26 26 6 5'-11' A V-7' C 28 28 28 26 9-11' C 29 '29 29 29 '61-T B 26 26 28 26 8.5 51S" A 8'-5' C 29 29 29 29 95" C 30 30 30 30 6'-5" B 26 26 26 26 7 T-1" A 6-2" C 29 29 29 29 96 C 30 30 30 '30 6'-1" e 26 26 28 26 7.5 4'-9" A T-11- C' 29 29 29 29 9-T C 31 31 31 31 5'-10' 8 27 2T I7 27 8 4'-5" A T -T C 30 30, 30 30 '9-0' C 31 31 31 31 5'-T 8 27 27 27 27 8.5 4'-T A Td" C '.30 30 30 30 6-9' C 32 32 32 '32 54" 6 27 27 27 27 9 Y-11" A T-1' C 30 30 30 30 -6-SC C 32 32 32 32 5'-P 8 27 27 27 27 9.5 T-9' A 6-10" 4 30 30 30 30 -9-T C 32 32 32 .32 4'41' 8 27 27 27' 27 10 :3'S" A 64` C 31 31 31 31 81-0" C 32 32 32 :32 4'4r B 27 27 27 27 11 T-2" 1 A I 6a' I C 1 31 1 31 1 31 3t r-7- I C 1 33 1 33 1 33 1 33 4'-5" I C 1 28 28 1 28 1 28 20 3 11'40' A 16-11' A 25 2527 - 28 28 175- B '27 27 28 30 941' A 25 25 '26 28 LIVE 3.5 10'-T A 96 A 26 26 27 28 IIAO" B 28 28 28 29 9S" A 25 26 '28- 28 6 4. 8'-11' A 94" B 27 27 27 25' 11'4' B 29 29 29 29 64' A 26 26 26 27 T 4.6 7'-11" A 6-11' a 27 27 27 28 16-11" C 29 29 29 29 8'-1. B 27 27 27' 27 5 r-1' A 6'$' B 29 28 2B 26 1K4' C 30 30 at 30 7-T 8 27 2T 27 27 5.5 6-5 A 84' B 29 29 29 29 10'-2" C 31 31 31 31 7'-1' B. 27 27 27 27 6' 5'-11" A 8'@' C 29 29 29 29 9-11' C 31 31 31 31 61-V B 27 27 27 27 8.5 S-5' A T-11" C 30 30 30 30 94' C 32 32 32 32 61-S B' 28 28 28 28 7 .5'-1" A T-9' C 30 30' 30 70 9-5" C 32 32 32 32 6'-11 B 28 28 28 28 7.5 4'-9' A T -T C 31 31 31 31 9-21 C 33 33 33, 33 5'-10' B. 28 28 28 28 8 4'S" A r5" C 31 31 31 31 94" C 33 33 33 33 5'77' 8 28 28 211 28 6.5 V -T A r-2' C 32 32 32 32 96 C '34 34 34 34 1 'S4" a 29 29 29 29 9 3'-11' A F-0' C 32 32 32' 32 9-5' C 34 34 34' 34 511' a 29 29 29 29 9.5 3'-9' A. 6 --lir C 32 32 32 32 6-2' C 34 34 34 34 1 4'41' 1 B 29 29 29 29 20 3 11'-10' A 94' A 26 26 - 28 29 11'4" A 27 27 29 - 30 94' A 26 26 77 29 LIVE '3-5 16-2' A' 9+3' A 27 27 28 29 10.10" 8 28 28 28 30 6.11' A 27 27 27 28 6 4 8'-111 A 6.10' A 28 28 28 29 10'4' 8. 29 29 29 30 66 A 27 27 27 28 T 4.5 7'-11" A F-6- a 28 211 28 29 9 -it' B 30 30 30 30 9-1' B 28 28 28 28 5 r -I! A 6'-2'- a 2B 29 29 29 9-7- B. 31 31 31 31 r -T B. 29 28 28 29 5.5 9-5' A T-11' a 30 30. 30 30 9-3" C 31 31 31- 31 r-1" B 29 29 29 29 6 5'-11" A r5' B 30 30 30 30 9-M C 32 32 32 32 6-9- B 29 29 29 29 6.5 5-5" A r.4' C 31 31' 31 31' 6-9' C 33 33 33 33 6d' 11 29 29 20 29 7 5-1' A T4" C 31 - 31 31 31 6-7- C 33 33 33 33 6-1' 8 30 30 30 30 7.5 4'-9' A r-1' C 32' 32 32 32 94" C 34 34 34 34 5'-10' a 30 30 30 30 6 4'-5' A. F-1? C 32 32 32 32 6-2" C 34 34 34 3i 5-1` a. 30 30 30 30 8.5 V-2' A 6-T C 32 32 32 32 6-0" C 35 35 35 35 54' 8 30 30 30 30 9 T-11" A GS' C 33 33 33 33 T-ta" C 35 35 35 35 1-1" B 30 30 30 30 9.5:r4r A V-3' C 33 33 '33 33 r-9' C 35 35 35 35 4'-11' 8 30 30 30 30 10 6" 3'- A 6-1' I C 1 33 1 33 33 33 RT C 36 36 36 36 _ 4!7 I B 1 31 1 31 31 31 ULNLKAL IN51KUGIION5 FOK IHt-5h TAtlLt!Z 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 4.1 104.8 THAT HAS ADEQUATE CLEARSPAN,FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATETROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 6.7 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE,SHOWN. 40 3 6-1" A 104' C 23 24 26' 27 10'6 C 24. 26 26 27 7.6 B 2/ 22 24 25 S' 3.5 51-2" A 9'-2' C 24 24 25 27 lw-(r C 25, 25 26 27 6••11- B 22 22 24 25 6 4 4'4- A 64" C 24 24 25 26 9$ C 25 25 25 27 64- C 22 22 23 25 T 4.5 4'-0" A 6-0' C 25 25 25 26 9-2* C 26 26 28 27 T-10" C 22 22 23 24 5 3'-T A T6 C 25 25 25. 26' 6.10- 0 27 27 27 27 5'-5- C 23' 23 23 24 5.5 '3'J" A T-1" C 216 26 26 26 8'-5" D 27 27 27 27 5'-1' C 23 23 23 24 '6 3'-0" A 6'6 C 26 26 26 26 6.0" 0 27 .27 27 27 4•-10- C' 23 23 23 24 8.5 7-9" A 6.5" C 26 26 26 26 T -S" 0 26' 26 28- 28 4'1" C 23 23 23' 24 7 1 1'-9" A 6•-1" C 26 28 28 26 T4' D 2B 28 28 28 44- C 23 23 23 23 7.5 -5' A 5'-10' D 27 27 27 27 T-1' D 28. 28 2a 28 4'-1' C 24 24 24 24 8 1--rl .3" A 5'-T D 27 27 27 '27 6 -lir 0 29. 29 29 29 TA 1- C 24 24 24 Na5 ' _ A 5•-5"D 27 27 27 17 6'-T D 29. 29 29 29 T-91 C 24 24 24 24 60 3 4'-1' A 8'-0" C 22 23 25 m 9-i C 23 24 25 27 5-11' C 20 21 23 24 S' 3.5 3'4' A r4' C 22 23 24 26 66 D 24 24 25 27 5'4' C 20 21 23 24 6 4 1.0' A &.9' C 23 23 24 25 6.1- D 24 24 25 26 4'-10- C 20 21 22 24 T 4.5 74' A V-3' C 23 23 24 25 T-7- D 24 24 24 26 4'-5' C 21 21 22 23 5 75" A 5'-11" D 23 23 23 25 T-1" D 25 25 25 26 4•-P C 21 21 22 23 5.5 7-7' A 5'-7" D 24 24 24 25 6'-9" D 25 25 25 25 -3_'-10- C 21 2/ 22 23 6 76 A S-3' D 24 24 24 24 6-5" D 25 25 25 25 3'-T C 21 21 21 23 6.5 1'-10' A a'-0" D 24 24 24 124 6-11 D 26 26 26 26 T -r C 21 21 21 23 7 1 1'-9" I A 1 4'-Y 1 D 1 24 1 24 1 24 1 24 11 S-19 1 D 1 28 1 26 1 26 1 28 T4- I C 1 21 1 21 1 21 1 23 OVER- HANG Freestanding Structures UPGRADE THE POST IF THE HEIGHT'1S.NOT SUFFICIENT Amedmax Building Products TABLE 61 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACKED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) _ ,. POST FooOn t!!E! 9 9 16 1T 17 1T 14' 15' _ lip 17' 16' 19 W 21' 27 0' 4' 4.5' S' 5.5' IT 6.5' T 7.5 B' 6:5' T 9.5' 10 10.5' 11' 1' 4.5' S' S.5 6' 6.5' T 7.6 a' 8.5' 9 9.5' IV 10.5' 11• 11.5` 7 5' 5.5 6 6.5' T '7.5' 8' 8.5' 9' 9.5' 10 10.5' 11' 11.5' 17 3' S51 6 6.5 T 7.5' & 8.5' 9 9.5• 10' 10.5 11' 11:5' 17 12.5 4'e' 6.5' T 7,5' '6' 9.5' 9 9.5 10' 10.5' 11' 11.5- 17 12.5' 17 5' fiY T 7.5' 6 6.5' 9 9.5' 10' 10.5' 11'_ 11.5 17 125 13' 13.5' TABLE 6:4 Post Requirements for Freestanding Structures UPGRADE THE POST IF THE HEIGHT'1S.NOT SUFFICIENT Amedmax Building Products Post Description Maximum Max. POST FooOn t!!E! 0.041'x3"x3" Steel Clover d= 23" 121- 'D 0.041'x3'x3' Steel Clover d- 23" 8' E 3/]M_x3'.St" Square .d= 32" 15' F 3f16'x4:x4' Sleel- Square - d'= 38" 181_ G 5/16'x4"x4' Steel Square d= 42" 18' H lS/15-X47X4' Slee) SQUBM 8. FORSINGLE�SPAN ATTACHED UNIT USE THE POST SHOWN I 1S 1 H UPGRADE THE POST IF THE HEIGHT'1S.NOT SUFFICIENT Amedmax Building Products FREESTANDING AND MULTISPAN UNITS USE TABLE.6.4 5208 Tennyson Parkway 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 Plano, Texas 75024. 10. USETHEAPPROPMATE DETAILS Carl Putnam; P: E FOR PATIO SLABS FOLLOW. 16 FROM ABOVETHEN 3441 Ivyllnk Place SLAB T. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 6.7 Lyn/dlburg,.VA 24503 SLAB' 8:,USE,THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cart 1ndna_in0comcast.nel SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES SLAB11. CHECK TABLES SLABI AND SLAB2 ON M5 FOR CORNER DISTANCE REQUIRMENTS. 4/27/2009 N G 7-7 SUN � � 2009 PRINTED ON 4/29/2009 SOLID COVER 6.0 POST SPACINGSFORPATIO AND IAPMO ES REPORT 110113 I AtlLEL6.8 AnacneG rreesanomg or Attached jFreeStandmg or Attached ICONSTtRAINEDFOOTE g or Structure Multis an -Units Structure Mullis an,Units Structure nits GROUND TRIG MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX LENGTH SNOW' WIDTH POST REO'D POST MIN FOOTER 9 I 12' I 18' POST MIN f00TER 8' I 12' I 18' POST MIN FOOTER I 16'LOAD (FT) SPACING FOR SPACIN POST S12E CONSTRAINED.FOOTE SPACI POST SIZE CONSTRAINED FOOTS SPACING POST SIZE DFOOTEIPSP) ON SLAB 'SLAB (FT) TYPE b' 'd' 'y' 'd' (FT) TYPE 'd' 'd' "d' 'd'' (FT) TYPE 'ro' 'd'(FT Gn) Gnl (in) (n) {nnl (in) (ini fins (int (n FYPnCI IPF !- 10 3 27-8" A 10'-21 A 23 .24 27 31 14'•1' A 25 26 32 36, 29'-1' 8 32. 36 40 43 .LIVE 3,5- 19-5" A 96' A 24 24 27 _ 131-6" A 26 28 11 36' 27'-1' C 33 35 39 43 (n (in) (n)(m) 4 1T1T A 9.5" A 24 24 27 31 13'-1' A 27 28 31 35 25'4' C 34 35 39 42 25 4.5 15'-1" A 91-2' A 25 25 27 31 12'6' A 28 28 31. 35 24'-1' C 35 35 38 42 '27 5 13'-T A B-tY A 26 26 26 31 12'-5' A 29 29 31 35 27.10' C 35 35 36 I1 12'-1' 5.5 17.4' A 9.9- A 27 27 27 31 12'•1' A 30 30 31 35 22'•3' C 36 36 37 41 30 6 '11'4' A 8'-7' A 27 27 27 31 111•10" 8 30 30 30 _ 2. 1'-11' C 37 37 37 41 191-10" 6.5 1V-5' A 84' A 28 28 28 31 11'-6' 8 31 31 31 35 21'-T C 38 38 ;38 41 35 7 916' A 8'-3' A 28 28 28 30 11'-4' 8 31 31 31 35 21'4- C 39 39 39 41 39 7.5 9'-11 A 6.1' A 29 29 29 30 11'•1' B 32 32 32 34 21'-11 C 39 39 39 41 8 1-0' A T-11" A 29 29 29 30 11117 8 32 32 32 34 20'-10' 0 40 40 40 41 T.-10' 85 &-o" A 7'-9' A 30 30 30 30 19.9' B 33 33 33 34 20'6' D 11 41 41 41 .5'3" 9 Tb- A T-81 8 30 30 30 39 10'•8' C 33 33 33 34' 20'-S" D 42 42 42 41 9.5 T•2' A T-7' B 30 30 30 29' 101•5' C 34 34 34 33 20'4' D 42 42 42 41 A 10 ff-9' A T-0" 8 31 31 31 29 10'-5' C 34 34 34 33 20'.2' D 43 43 43 12 11 8'-Y A T4' B 32 32 32 29 101-Y C: 35 35 35 33 /9'A' 0 44 44 44 43 26 26 '12 S-8* AT -Y B 32 32 12 29 9'-10' C 38 36 38 33 19-T D 45 45 JS 45 9-0" 13. 5.4- A _ T-0' B 33 .33 33 29 :ff-9' C 37 3Z 37 37 1g,2' D 46 46 46 - 10 3 274' A - 9.11' A 23 25 28 31 13'-9' A 26 29 32 36, 2T-11' B33 31 36 40 43 LIVE 3.5 191$ A ff-T A 24 24 27 _ 13'-3' A. 27 29 32 36' 26'-0' 6 34 36 40 43 (n (in) (n)(m) 4! 1 r4 A 9-3' A 25 25 27 31 17-9" A 26 28 32 35 24'4' C 35 35 39 42 25 4.5 15'-1' A 9•11' A 26 26 27 31 173' A 29 29 31 35 23'-1' C 35 35 39 42 '27 5 13'-T -A i, -r A 27 27 27 31 17-1" A 30 30 31 35 22'-1' C 30 36 38 I1 12'-1' 5.5 174' A 5'-0' A 27 27 27 31 111•17 A 30 30 31 35 21'-10' C 37 37 38 41 30 6 '114" A 91-3' A 28 28 28 31 11'6' B 31 31 31 35 2116' C 38 38 38 41 191-10" 6:5 19-5 A 5'-7 A 28 26 28 31 11'-3' 6 32 32 32 35 21'-3' C 39 39 39 41 35 7 94' A 8'-0' A 29 29 29 30 11••1' B 32 32 32 35 20'•11' C 40 40 .10 41 39 7.5 914' A T•10" A 29 29 29 30 W1P B 33 33 33 34 20'•10' C 41 41 41 41 B' 8'4' A T6" A 30 30 30 30 10.4 6 33 33 33 34 20'-0' D 41 41 41 41 T.-10' 8.5 9-0' A T-7' A 30 30 30 30 1914' 8 34 34 34 34 29-3' D 42 42 •42 41 .5'3" 9T-0' 8.11" A T6' B 31 31 31 39 19-5' C' 34 34 34 34' 20'-1' D 43 43 43 41 9.5 T-2- A. TS' B 31 31 31 29' 19-31 C 35 '35 35 33 191-11' D 43 43 43 41 A 1091.9' 8.8' A Ti' B 32 32 32 29 19-7 C 35 35 35 33 19-10' 0 44 44 44 12 11 V-2- A T•1' 6 32 3232 29 29 SIAM C 36 311 16 33 19'-T D 45 45 15 43 26 26 12 -0 51-11" A T-0" 8 33 33 33 29 916' C 37 37 37 33 19'-1' D 46 46 46 45 9-0" 13 S-7 A 9-10" 8 34 34 34 29 T -W C _ 38 _ 38 38 37 19-7 D 17 17 41 - 20 3 11'A A - 1947 A 23 24 27 31 U'-1' B- 25 28 32 36, 28'6' C 31 35 39 43 LIVE 3.5 19-7' A 91-9' A 24 24 27 31 13'6' B 26 26 31 36' 24'-2' C 32 .34 38 43 (n (in) (n)(m) 4 8'-11• A 913' 8 24 .24 27 31 13'-1' C 27 20 31 35 2T6' D 33 34 36 42 25 4.5 7'-11" A 9.2' 8 25 25 27 31 176' C 28 28 31 35 21;6' 0 33 33 37 42 '27 5 'T-1' A B' -11' B 28 26' 26 31 17-5' C 29 29 31 35 20-1 i' D 34 34 37 I1 12'-1' 5.5 ff-5" A B'-9' C 27 27 27 31 17-1' C 30 30 31 35 2016' 0 35 35 37 41 30 65'-11" 4'•9 A S-7" C 27 27 27 31 111.10' C 30 30 30 35 201•3' 0 36 36 37 41 191-10" 6.5 9-5' A 94' C 28 2B 28 31 11'6' C 31 31 31 35 29.7 D 37 37 37 41 35 7 S-1" A 7,11" 'C 28 28 28 30 11'4• C 31 31 31 35 19-i1° D 38 38 38' 41 39 7.5 P-9' A T6' C '28 28 28 30 11'-1' C 32 32 32 34 1916' D 39 39 39 41 8 4'-5' A T•t" C 28 28 28 30 '19-11' D 32 32 32 34 19'-5' D 39 39 39 41 T.-10' 8.5 4'-2' A 61-9' C 2B 28 28 30 10'3' 0 33 33 33 34 191-3' 0 40 40 10 41 .5'3" 9 8.11" A S6' C 28 28 '28 39 ff-11' 0 33 33 33 34' 19'-1" E 4/ 11 /t 41 9.5 31A' A 6'.2' C 28 28 28 29' 96' D 33 33 33 33 19.11' E 41 41 41 41 A 10 8.8' A 51-11' C 28 28 28 29 9.1' D 33 33 33 33 191-0' E 42 42 42 12 11 7.7 A 5'6' C 29 29 29 29 ff-5" D 33 33 33 33 19147 E 43 43 13 43 26 26 12 7.11' A 5'-1- C '29 29' 29 29 T-10' 0 33 33 33 33 19'1' E 45 45 45 45 9-0" 13 7.8' A 4'-V C 29 29 29 29 T4' D 33 '33- 33 37 19'-7 E 46 46 48 46 IAPMO PAGE NUMBER 38 OF 57 4'x3' I Beam (Detail Y - T. 7'x4' I Beam, Delail Q - 12 Gau 3.5'x10" Steel C Beam Detail T) _ TABLE 6.8 Attached Freestanding or 31 Attached Freestanding or Attached Freestanding -or 25 Stricture Multis an Units 36 Structure Mullis an Units Structure Multis an Units GROUND TRIS MAX POST MAX 35 MAX POST LENGTH 43 9-0" MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REDID POST IN FOOTS 8' I 17 I '18' 8 MIN FOOTS 8' I 17 I 18' POST MINT6 I 17 I 191LOAD (FT) SPACI FOR SPACI POST SIZE CONSTRAINED FOOTER a OST 912E CONSTRAINED FOOTS SPACI POST SIZECONSTRAINEDFOOTE(PSP) ON SLAB SLAS (FT) TYPE 'd' 'd' 'If 'd' D YPE '0' 'd' "d' 'd (FT) TYPE 'd' "d' 'd' -T (FT) (YII (n (in) (n)(m) 4 T•7 In Un) Iin1 nl 1m) On) (w) 25 3 - T. A 10'-7 a 23 24 27 31 IC -11" C 25 28 32 36 25'6' D 31 35 39 43 9-0" 3.5 �8'-7' A 9144 8 24 24 27 3113'-6' 13'S C 26 28 31 '36 23'6' D 32 34' 38 43 9-7- 4 T•7 A 9-51 a 24 24 27 31 13'-1' C 27 28 3135 36 27-5' D 33 34 37 42 25 45 914" A 9T' C 25 25 27 31 12'4r C 26 28 31 35 211•1" D 33 33 37 41 '27 5 5'-T A 6'•11' C 26 26 26 31 121-5' C 29 29 31 35 29-9' D 34 34 '37 41 12'-1' 5.5 5'-7' A aAr. C 27 27 -27 31 12'-1" C '30 30 31 35 2016' D 35 35 3741 42 30 6 4'•9 A 8' -T C 27 27 27 31 '11'-10' D 30 30 30 35 20'-7 D 36 36 37 41 191-10" 6.5 4'-S' A 8'-1" C 21 27 27 30 1114' O 31 31 31 35 291-1' D 37 37 37 41 35 '7 4'-1' A T•8' C 28 28 .28 30 11'4"' D 31 31 31 35 19'•10" E 36 >8 >s 41 39 7.5 7-10'A A T•3` C 28 28 28 30 11'-1' D 32 32 32 34 19-T E 38, 38 '38 11 8 3'-T A 5-10" C 28' 28 '.28 30 10'$' 0 32 32 32 34 1914- E 39 19 40 12 T.-10' 8.5 3'4' A 61S C 28 28 28 30 101-0' 0 32 32 32 34 191-Y E 40 40 10 41 .5'3" 9 3'-7 A ff-P C 28 '28 28 29' 91-T' 0� 32 32 32 33 191-0" E 40 40 10 11 9.5 3'-0' A T41- C. 28 28 '28 29 91.7 I D 32 32 32 33 19-1" E 41 41 41 41 25 3 9-T A 9.11- B 23 25 28 32' 13'-9" C 26 29 32 37 2S6" D 32 38 40 44 9-0" 3.5 1-7' A 9-T 8 24 24 27 32 13'S C 27 29 32 36 27-8' D 33 35 39 44 9-7- 4 T-7- A 9J' 8 25 25 27 32 12* -9' C 28 28 32 36 27-5' D 34 35 '3B 43 25 4.5 611-' A 5-11' C 28' 26 127 32 12'-5" C 29 29 31 36 21'-1' D 34 34 38 42 '27 5 5'-9" .A 81A' C' 27 27 27 32 '17-1' C 30 30 31 36 2U -W 0 35 35 38 42 12'-1' 5.5 5'-21 A. e'6" C 27 27 27 31 11'-10' C 30 '30 31 36 20'6' D 36 36 38 42 30 6 4'6' A 81-3' C 28 28 28 31 11'6' D 31 31 31 35 20'-Y D 37 37 37 42 191-10" 8.5 4'-5" A 91.1' C 28 28 28 31 11'-3' O '32 32 32 35 291-1" D 36 38 38 42 35 7 4'-1" A 'T6' C 28 28 28 31 11'-1' D 32 32 32 35 19-10' E 99 39 39 42 39 7.5 7.10' A T-3' C 29 29 29 31 19-10` 0 33 33 33 35 19-7 E 40 40 40 IZ 9 Y -T' .A 9-10" C 29 29 29 30 10'6' D 33 33 33 35 194' E 40 40 40 12 T.-10' 8.5 4 3" A 91.61 C 29 29 29 30 10'd' D 33 33 33 35 19-2' E 4/ I7 11 42 .5'3" 9 '3'-7' A ff-3" C 29 29 ,29 30 9-T O 33 33 33 31 196' E 12 42 12. 12 '9.5 3'-0' A 5'-11" C 29 29 29 30' Yr 0 33 37 33 3. 19.1' E 43 43 43 43 4,.a • _ . . 'f ZQ09 4/27/2004/27/200911% 110 MPH EXF'05UHE L 30' 3 9-0" A 9141' B' 23' 25 28 32 13'-W C 26 29 32 37 27.5' D 31 35 39 43 3.5 6'-10' A 9-7- C 24 24 27 32 13'•3' C 27 29 32 38 21'-11" D 32 34 38 43 4 9-0' A 913' C 25 25 27 32 17A" C 28 28 32 36 21'-11 0 33 34 38 42 4.5 54" A 81•11' C 26 26 '27 32 17-51 C. 29 29 3136 296' D 34 34 38 42 5 4'-10' A 9-0" C 26 26 27 31 12'-1' D 30 30 31 35 294' D 35 35 38 42 5.5 4'4'- A 8'-1" C 27 27 27 3111'-10' D 30 30 31 :36 20'6' D 35 16 37 42 6 41-M A T6" C 27 27 27 31 11'6' D 31 31 31 35 191-10" E 37 37 37 42 6.5 3'-r -A 'T-1' C 27 27 27 31 19-10" D 31 31 31 35 19'-0" E 35 38 -36 42 7 3'-S A 8`41" C 27 27 27 30 101-21 D 31 31 3 35 193-E '39 39 39 42 7.5 3'-7 A 6'S' C 27 27 27 30 94r 0 31 31 1 34 19? E -39 39 39 42 8 7.0' A. 5'-11" C 27 27 27 30 $•Y O 32 32 32 34 19-1' 'E 40 40 40 42 85 T.-10' A 5'6" C 27 27 27 30 9-0' D '32 32 32 34 18'-11' E 41 41 41 42 9 7$ A .5'3" C 28 28 28' 30 8'-3"0 32 .32 32 33 19'6" E 42. 42 42 42 105 MPH EXPOSURE C 30 3 8'-0' A 10'-2" B 23 24 27 31 14'-1' C 25 32 -38 3.5 61•10' A 916' C 24 24 27 31 13" C 26 a 31 36 1 9-0' A .ff-5" C 24 2/ 27 J1 13'•1' C 27 28 31 35 4:5 5'4' A 9-7 C 25 25 27 Jt 12'-0' C 28- 1 35- 5 5.5 1'•10' 14" A A 8'6" 5'.1' C C 26 26 26 26 26 26 31 30 12'•5' 12'-1' N35 1 35� Q' PUr 6 1'-0' J' -e" A A TS T-7' C C 26 ZB 26 28 26 26 30 30 it'$ 1.. 0" 1 1 v 6.5 7 3'-S" A 9-0" C 26 '26 26 30 10'- 30 30 -� C 13.y 4 "' 7.7 A ffS C 26 '26 26 . ff A + 7.5 30 IX 0 20ti 8 3'4" A 5'•11' C 26 26 26 29 8' D 33 8.5 Z'-10' A 5'6' C 27 27 27 29 f O 3 f3. 3 33 ' 9' 2'S' A 5-51* C 27 27 27 29 ff D ` �\ �• L _ .DECAL► 4,.a • _ . . 'f ZQ09 4/27/2004/27/200911% PRINTED ON 4/29/2009 IAPMO ES REPORT #0113 IAPMO PAGE NUMBER 39'OF 57 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA' 4'x3" I Beam' TABLE 6.8 Detail Y 7'x4' I Beam(Detail ,Q' 12.Gau,3:SN10" Steel CBeam (Detail T) Attached Freestanding or 25 -Attached Freeslanding'or 1T-7 Attached F,reeslanding,or 29 Structure_ Mullis an Units. zw-cr Structure Multis an Units - 36 Structure MW6s n Units GROUND TRIB MAX POST MIUf '4-7" A MAX POST LENGTH MAX 27 32 MAX POST LENGTH, MAX 27 29 MAX POST LENGTH SNOW WIDTH POST REO'D POST MIN FOOTER S' I 17 I IW POST' MIN FOOTER 8 I 17 I 18' POST MIN FOOTER 8' I 17 I 18' LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED FOOTS SPACINGPOST 22'46' &ZE CONSTRAINED FOOTS SPACING_ POST SIZE CONSTRAINED FOOTS (PSF) 7'-11" ON SLAB SLAB (FT) TYPE- 'd' 'd' 'd 'd' (FT) TYPE 'd' 'd' 'd" 'd" (FT) TYPE -d' -d" -d- -d- d 2116" O (FT) (FT) 35 38 in lin) (i^)(N 5 11.1' (in) (in) (in) fm a 27 lin) lin) Uhl ON 20 3 11'-17 A 9-11" A 23 25 28 32 1T-7 B 26 29 32. 37 zw-cr C 32 - 36 40 45 LIVE 3.5 1D-2- A '4-7" A 24 24 27 32 13'-3' B 27 29 32 36 24'•11 C 33 35 39 44 6'. 4 e'•11` A 9.31 8 25 25 27 32 12'-7 C 28 28 32 36 22'46' D 34 35 79 43 T 4:5 7'-11" A 9-11' B 26 26 27 32 121-V C '29 29 31 36 2116" O 35 35 38 43 5 11.1' A 8'-7 a 27 21 27 32 12'-1" C 30 30 31 35 20.11" D 35 35 38 42 55 9-Y A 6'4- 6 27 27 27 31 11'-10- C '30 30 31 36 206 O 36 36 38. 42 6 5'-11" A 9.1" C 28 28 28 31 1116" C 31 31 31 35 21r r D 37 37 36 42 6.5 'S'-5' A 9-2' C 28 28 28 31 11'.1' C 32 32 32 35 20'-2" D 38 38 38 42 7 5-1' A 7'-11" C 29 29 29 31 IVA" C 32 32 32 35 19-11' D 39 39 39 42 7.5 4'-7 A. 7'-6' C 29 29 29 31 10-10" C 33 3333 35 35 19'6 O 40 40 40 42 9 4'-5' A. Ty' C 29 29 29 31 10.7 D 33 33 33 35 '19-5' D 41 41 41 42 8.5 4'-2' A 6'A" C 29 29 29 30 106' D 34 34 34 35 19'-3" D 41 41 41 42 9 3'-11" .A 96' 'C 29 29 29 30 9-11' D 34 34 '3t 34 19-11 E 42 42 42 42 9.5 9-7 A 9-11 'C 29 29 29 30 96' D 34 34 34 34 19-11' E 43 43 43 43 103'4' 1_ 76' A 5'-11' C 29 29 29 1 9.1' O 1 1 1 1 19-0- E 43 43 43 43 11 3--r A, 5'6-' C 30 30 30 3U 9.5' _ O :>t 34 .34 34 .. 17.8" E 45� 45 45 45 t0 MPH EXPOSURE C 20 3 11'-17 A 96 'A 24 25 29 33 14'-1' B 28 30 34 38 '25'6 C 34 37 41 46 LIVE 3,5 10'-- A 9.1- A 25 25 28 33 IT -W a 29 30 34 38 23-10' C 35 37 41 46 6'. 4 TAI' A 8'-10- A 26 26 IB 33 13'-1' C 30 30 33 35 22'-5' 0 35 36 40 45 T 4.5 T-11• A. 9-7' B 27 27 28 33 17-r C 31 31 33 38 2116' 0 37 37 40 45 5 T-1' A 8'4' a 28 28 28 33 12'-5' C 32 32 33 38 '20-11" D 38 39 39 44 5.5 9-5' A 9-1' a 28 28 28 33 17-11 C 32 32 33 37 206- D' 39 39 39 44 6 5'-111 A. 9-0' 6 29 29 29' 32 11'-17 C 33 3' 33 37 30'-r D 40 40 40 44 6.5 51-5" A T-10' C 30 30 70 32 11'6 C 34 34 34 37 20'-2- D 41 41 41 M 7 51 V A 714' C 30 30 30 32 11'4' C 34 34 .34. 37 19-11' D 41 /1 41 44 7.5 4'-7 A .116- C 31 31 31 32 11'-11 C 35 35 35 37 194' D @ 42 42 44 8 4'-5" A T-1" C 31 31 31 32 10-11' 0 35 35 35' 37 i9'•5' D 43 43 43 44 8.5 4'4' A 6•:9• C 31, 31 31 32 10-5 0 36 36 38' 76 19'-3' 0 u 44 44 44 9 3'-11" A W -W" C 31 31 31 32 9-11' 0 36 36 38 36 19-1' E M 44 44 M 9.5 .3'-7 A 6--Z' I C 31 1 31 31 31 96 O 36 1 36 39 - 38 19-11' E 45 45 45 45 20 3 11'-10" A 9-2' A 25 26 30 35 176' 6 128 31 34 39 23-10' C' 35 38 42 48 LIVE 35 19-r A '9A-' A 26 26 29 34 Ir -r B 29 31 34 39 22'4' C 36 38 42 47 6'. 4 8'-11' A 96 A 27 27 29, 34 11'-7 B 30 30 34 39 21'-10'- D 37 37 42 47 T 4.5 T-11' A 8'-3" 8 28 28 29 34 11'-4' C 31 31 34 38 21'=r D 39 39 41 46 5 T-1' A 9411 8 29 29 29 34 11'-17 C 32 32 33 38 20-11' D 40 40 41 46' 5.5 9-5" A T-10" B 30 30 30 34 IV -1P C .33 33 33. 36 20--r D 41 4141 37 46 6 5'-11" A T-7"' 9 30 30 30 34 106 C '3434 29 34 311 20.3' D 42 42 42 46 6.5 5'-5' A T$' C 31 31 31 34 104" C 34 34 34 36 20'-1' D A 43 43 46 7 '3'-1' A T -S- C 31 31 '31 33 IVA" C 35 35 35 36 19-11' D 44 4{ 44 46 7.5 4'-9" A r -r C 32 32• -32 33 1tld' C 36 36 36 38 174r D 45 45 45 46 6 4'-5" A T-1' C 33 33 33 33 9 -IM C 36• 36 36 37 19'-5' D 45 45 45 45 6.5 4'-2" A 9.9" C 33 33 33 33 96 C 37' 37 37 37 17.1' D 48 46 46 46 '9 3'•11' A 96" C 33 33 33' 33 9-7" D '37 37 37 37 19'-1' E' 47 47 47 47 9.5 3'4" A 9-T C 33 33 33 33 9-S D 35 38 38 38 19-111 E. 48 48 48 48 10 1_ 76' I A I V-11' I C 1 33 1 33 33 33 9-1' D 38 1 36 38 36 18'-11- _ E 46 48 _ 48 48 GENERAL INSTRUCTIONS' FOR THESE TABLES 1' CHOOSE. FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW.LOAD OFBTRUCTURE SITE (PATIO UNITS USE 10 PSF MIN,: COMMERCIAL UNITS USE --.20PSF-MIN) 4. CHOOSE A.PANELFROM'TABLES'4.1 TO 4.8 THAT HAS ADEQUATE CLEARSPAN FOR YOUR .NEEDS. . S. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR. CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE' 6.8 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 UNITSUSETABLE 6.4 9. FIND THE OIC SPACING OR.i OF FASTENERS FOR ATTACHING TO WALL FROM -TABLE 7.5 10. USE THE APPROPRIATE DETAILS 10 MPH EXPOSURE C 40 4"X3' I Beam Delail,Y 11X4' I Beam Detail O 112 Gau:3.5'X10' Steel Beam Detail T TABLE 6:8 23 Attached Freeslanding,or" -26 Attached Freestanding or - - Attached Freestanding or 13'6 C Stricture Mullis an Units Structure Multis an Units Structure Mullis an Units GROUND ,TRtB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST R-0 POST MIN FOOTS 8' I 12' I 18' POST MIN FOOTS a' I f7 I 18' POST MIN _ TE B' I 17 I 1B' .LOAD (FT) SPACING FOR I SPACIN POST SIZE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTS SPACIN -POST 32E CONSTRAINED_ FOOTS (PSF) ON SLAB SLAB. (FT) TYPE 'd- 111 'tl' -d. (FT) TYPE 'd- -d- 'd' "d (FT) (FT) 32 fin) (e) (n) 20'-T 0, 10 MPH EXPOSURE C 40 3 8'-1' A 9141" C 23 25 -26 32 13'6 C 26 29 32 37 21`-1' D 30 34 38_ 42 S' 3.5 5'-2' A 9-r C 24 24 27 32 18-3" D 27 29 32 36 20'-T 0, 31' 34 38' 42 6'. 4 46 A 94' C 24 24 27 31 12'-r D 28 28 32 36 20-2' 0' 33 34 37 42 T 4.5 4'-0- A T -T C 24 24 26 31 11'-7- D 28 28 31 35 17-10' E 34 34 37 42 5 T -T' A T-0" C 25 25 26 31 10-e' D 28 28 31 35 19.6' E, 35 35 37 42 5.5 3--7" A 6'-5" C 25 25 26 30 9-11" D 29' 29 30 34 194" E 36' 36 37 42 6 Y.V` A 6'-0" C 25 25 25 30 9S D 29 29 30 34 19•r E 37 37 37 42 6.5 2'-7 A 5'-T' C 25 25 .25 30 9-8" D 29 29 29, 34 19.1" E 38 38 38 42 1 7-7" A 5'-3" C 25 25 25 29 94" D 29 29 29 33 19-7 E 39 39 .39 42 7.5 2'-5' A V-01 C 25 25 25 29 7'6 D 29: 29 29 33 19.1" E- 39 39 '39 42 a 7.3' A 4'-6' C 25 25 25 '29 . T-3" D '29 29 29 33 19.1' E 40' 1 40 40 42 8.5 7.1" A P -S" C 25 25 25. 29 e'-11' D 29: 29 29 32 19-11_ E 41 41 41 42 110 MPH 80 3' 4--1" A T4" C 21. 23 26 31 11'6 D 25 28 - 31 36 -20-0" E' 30 34 37' 42 S' 35 T -W A F-7 C 22 23 26 '.30 104- D 25 27 30 35 19-T E 31 34 37 42 6'. 4 Y-0" A r-11 C 22 22 '25 30 :94' D 25 26 30 34 19.7 E 32 33 37 42 T 4.5 74" A 516- C 22 22 25 30 811. D 25 28 29 34 19-0' E 33 33 37' 42 5 7.5" A 5'-0" C 22 22 25 29 T-7 D 26 26 29 33 176 E 34 34 37 42 5.5 7S A 4'-7" C 22 22 24 29 T-7' 0 26 26 28, 33 19-11 E- 36 36 37 42 6 r-0' A 4'-3" C 22 22 24 20 9-r D 26 26 28 32 196 E 37 31 37 42 6.5 1'-10- A 4'-0' C 22 22 '24 29 9-r D 26 26 27 32 19-5" F 37 37 37 41 7 I I -Ar I A 1 P-9' C 1 22 22 1 24 28 1 5'11 I D 1 26 1 26 1 27 1 32 1 111$ I F 1 38 1 38 1 36 1 41 OVER- 'HANG 8. Freestanding Structures TABLE 62 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN SrUCTURES (Fr)' Max POST Footing (FT). r '9 1D' 11' '17 13' 14' 15' 16' Ir 18' 19 20 21' 27 0 4' 4:5' S' S.5- 9 8.5' r 7.5' 8' 8.5' 9' es 10' 10.6' fl, i' 4.5' '5 5.5 9 6.5' 7' 7.5' 8' 8.5' 9 9.5110 10.5 ' 11' 11;5 2+ 5' S.9 6'. 6.5' 7 Y.5` 6' 6.5' 9 9.5' IV 10.5' 11' '11.5' t7 T 5.5' 6' 6.5' T 7.5' 9 SSW 9.5' 10 10.5' 11' 11.5' 17 12.5' 4' e' 6.5" 6r T 7.5' 8' 8.5' -9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 13 5' 6.5' 7.5' 9 85 '9 9.5' 10 10.5' 11' 17.5' 17 72.5' 13' 3.5 13.5- TABLE 6.4 Post Requirements for Freestanding Structures Post Description Maximum Max POST Footing He' hl 0.041'x3"x3' Steel Clover d = 23" 17 D 0.041"z3'X3' SteelCloverd =- 23" '8' E 31.16"x3"X3',Steel Square d= 32' 15" F 3/16'x4'x4' Steel S uare It = 38" 18' G 5116"X4'X4' Steel Square d = A7' '18'_ H Amerimax' Building Products 5208 Tennyson Parkway Plano, Texas 75024 Cad Putnam, P: E. FOR PATIO SLABS FOLLOW 1-6 FROM A13OVE'THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ONSLAB FROM TABLE6.8 Lynchburg, VA 24503 SLAB 8.: USE THE SMALLER OF THE'POST SPACING ON SLAB OR HEADER POST SPACING cadoutnam®comeast.net SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST. STRUCTURES USE TABLE -7.1 ON SHEET M3 FOR.SLAB REQUIREMENTS INSTEAD OFTHESETABLES SLABII..CHECK TABLES SLABI AND-SLAB2 ON M5 FOR CORNER DISTANCE REQUIRMENTS. PyQJli 1O ` C g81 * EXfr No 2009 Tr 4/27/2009 —{ 1.500 FASCIA CAN BE ROLLED FOR 2'x6' FLAT PANEL 3004Ii36 ALUMINUM N3 6" STRUCTURAL PANEL 3 DIFFERENT �— FORPANEL2 HEIGHTS 0.750 FOR z•, zs (3004-H36 ALUM. ALLOY) 1.625 AND 3.5• PANEL 0.992 0• 0.875 R0.125 R= 0,2' HEIGHTS � �-- 0.1251 1.0 R0;153 RO.250 0.295 ~ 1� 0.95" 0.92' R=:125" 1.625 L SIDE FASCIA IS 0.350 1.95e R=•125' 0.1ee 2.000 0363 0.5" R= 0.15•-1 NOMINAL .018' a.3i6� IN THICKNESS. �-�0.525� 1.060 f-- 2.50 3.0" 6Y 1.625 � �-- 0.75 6.000 -- 1:625 2.00 ? TypATTACH TO TOP OF HEADERS 6'� �— 3.00----1 PER TABLE 4.9 OR 4.10 N � ATTACH TO TOP OF HEADERS PER TABLE 4.9 DR 4:10 N4 6 1/2" ROLLFORMED 'HEADER (3004-H36 ALUM. ALLOY) .FOUR #14 SD SCREWS EACH SIDE FOR FOOTINGS UP TO d=28" TWO 3/8" BOOTS FOR 90 MPH EXP B ON SLAB THREE 3/8" BOLTS FOR 90 MPH EXP C ON SLAB 2' x 6.5' Rafter FASCIA FROM N1, N2, N4 OR N10 f •10 SMS ONE PER PANEL �' 1� �• '1 Structural Panel POST-2X 6 1/2- 3"X 3' SIDEPLATES SEE TABLE 4.9 OR 4:10 X ALUM. FOOTING BRACKET ' SEE GENERAL NOTE #11 SEE NOTE ti9 MAX FOOTING SIZE AT RIGHT , ; . d =34' .�:• •. SLAB OR FOOTING Rafter Talls '�" l I a Ess ® BRACKET FOR CONNECTING POST TO SLAB �aQ POR FO❑TING (6063-T6 ALUM ALLY) { f13-0 n SINGLE SPAN ATTACHED UNITS ONLY N `J NEWPORT FASCIAEXP � , pj�i i1 n ',QC C 13.4 m DETAIL ; oc 200 * L]llle�'unaX 5208 TENNYSON PARKWAY SUITE 100 r ; J - ria ��Ap RLAI.DINC PRODUCES, (NC PLANO, TEXAS 75024 OFCA11 DPAW W.'— BEJ/CP 4/27/2omponen Parts ConnectionDetails NTS for Newport Patio Structures Engineer's Stamp NP01-2006 1 of 4 DOVER PANEL 0.641 SEE TABLE 4.10 4.656 1.000 —1 —I 7.68' — T 0.0750 2.000 12 Ct= 0.105') or 16 Ga (t= 0.0591) .875" TYP. I — 4.043- 1 N9 STEEL "C" CHANNEL HEADER (410 CALIFORNIA FASCIA (STEEL A-653 Fy=50 KSI) (ALUM 6063 T6) 3'x3' METAL, POST THESE NAILS ARE LIMITED TO 90 mph EXPOSURE B AND C SEE GENERAL NOTE 19 ' x 3' METAL POST W/EIGHT #14 SMS DETAIL N8JEIGHT #14 SMS O 3/B' A-307 BmTS WO 3/B' x 4' EMBEDMENT H L5'r WASHM AG SCREW til/ 125.0 ER e[RH__ SMWASHER, Ott ON EACHON EAr_ SIDE OF POST. 1' MIN TIMBER FLOOR JOIST —r OR HEADER ATTACHED STRUCTURE POST TO DECK FLOOR JOIST BECI@IG me UTILITY GRADE OR BTR ATTACHED STRUCTURE POST N 1 3 TO DECKING f-- 3.00" 0.024' OR 0.040' TYP. 3.00' N )3" SQUARE POST 3105-1426 ALUM, ALLOY) 0.28 t= 0,032' ALUM = 0.040' ALUM = 0.041' STEEL NOTE' POSTS MAY BE TRIMMED w/FLEX ALUM. FACING. 3" ALTERNATE POST N j j (3004-1136 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) ra/,r wm &M spm I LDRAOTT LM vmE ALUM as emom DOM Wn PANEL MOM 0100A, .o... TOP MOUNT Nau.e• . L 1x M� SEETAKE 7 rue MSTENCAS TOP MOUNT BRACKET 3" or 4" I— -1 2 I/B' r —{ 2 1/8' r 0.024'— 0.024' 6 5/8 0.024- 3' SQUP2j-ARE COLUMNN3105=1426 ALUM.ALLOY) 6.5' SIDEPLATES (30044136 ALUM. ALLOY) SIDEPLATE CONNECTION DETAIL #10X1.5' SCREWS 6 PLACES _ EXISTING EAVE WOOD FRAMING 3/16- ASTM A36 STEEL BRACKET /4* 1' SPACING BETWEEN SCREWS LEDGER BOARD SIDE MOUNT BRACKET N17 3' or 4' --- ASTM A500 STEEL POST GRADE A EAVE OVERHANG AND 'L' MUST ALSO COMPLY WITH DETAIL N21 %7 9 4127/2009 Engineer's Stamp MAX `'L" FOR TOP OR SIDE MOUNT TRUSS/RAFTER Live OIC SPACING Lead 16" o/c, 24"olc 10 21.,6., 14.,4., NOT ALLOWED IN SNOW LOAD AREAS MAX WIND LOAD IS 105 MPH EXP C PANEL N1 ALTERN IV JVE ATTACHMENT tXF BEJ/CP M NTS ATIONS LY AND ED 1 12009 inia X 5208 TENNYSON PARKWAY ,UVC SUITE 100 DDUCf$ PLANO, TEXAS 75024 NP02-2006 2 of 4 6.50' SEE TABLE 74 J MR FAS11M OVERFIAMG SEE snaanE SCHEDULE 0 RIM N21 ALTERNATE EAVE ATTACHMENT 1-- /10 SMS O 6' 6' OR 12' ME TRUCNPAL PANELS FffADER 'N4' Fes— 3.00' �I N23 ROIL FORMED HEADER 'N4' CONN. DETAILS TO STRUCTURAL PANELS Uw/Sno Load PArTCP. MAWDIVAIXE TO FIRST RDW OF POSTS "L!' DETAIL "A" TWO J"O X4' SAVE OVERHANG RAFTER LAG SCREWS 1T 1t' -21^ 70" 76' 10 Pst 'x. FASCIA 2"x WOOD FRAMING S DOUGLAS FIR -LARCH TR (NORTH) #2 OR BTR 6.50' SEE TABLE 74 J MR FAS11M OVERFIAMG SEE snaanE SCHEDULE 0 RIM N21 ALTERNATE EAVE ATTACHMENT 1-- /10 SMS O 6' 6' OR 12' ME TRUCNPAL PANELS FffADER 'N4' Fes— 3.00' �I N23 ROIL FORMED HEADER 'N4' CONN. DETAILS TO STRUCTURAL PANELS Uw/Sno Load PArTCP. MAWDIVAIXE TO FIRST RDW OF POSTS "L!' Solid Cour WinC SIZE SAVE OVERHANG (14- OX) 1T 1t' -21^ 70" 76' 10 Pst 2x4 '6••s' 1.. 1' !F -S' 2'6' 7-2' 90 MPH E.p 8 2x6 27-0' 22'-0' 17.4- 13"2' )'6' 2x6 - 22'-0' 27.0' 22'-0• 22'-0' 27-0' io psf 2.d • 11.7' R -r 4-1' 247 1'-2" 90 MPH Exp C 2X6 27-0' 22'-0' 15'-1- 10:4' 7-2' Us 22*47 zz-0• 22'AT '274 Sz'-0" 20 PST 2X4 e'6- 4'A' 2'-9" 1131-- Y.1- I. PH Exp'8 2X6 174' 17-C 9'-5" 6-10' V-9' las 12'4' 12'-11 174• 174 11•$ 23 Pd. '2X4 6'-9" T. 7-r 0.10' Y-0' 105 MPH Exp C' 2X613'-7' I VX 7'$ 5'-4' 3-e" 7.A IS'.7• IT+T 1.7.11 111.10' _ 7-11 30 Pd 214 V -F - 3'-0' 11-i 0'4' 3•-0" 110 MPH Exp G 'U6 ' 1'-1- 9'1' I -r 41-11 aa' Ixe 11'4' 1114' 11:4' 9'6" r-1' - 40 pd 2X4 ' Y-10' r-'0' 0•.3' 0'-0' )•-0" 2a6 7•-10' V-71 4•4- 2•.r 1.4- 2xe 64' 6.4' &A, S' -r 4'-8- 60 psf 2X4 S 2' 0"_101 01-3" 0'-0' Y-0" 2.6 4.1. 3': p 2'-2' i' T Y-1- 2x6_ 5--9" V-9' V.3' 3'•6' 5'-9' 4' 3'X 8" ALUM. HEAD 2'X 6 1/2X.024' ALUM. SIDEPUUE� N2 3" x 8" HEADER CONNECTION 4- J14 SMS EACH SIDE 3' x 8' ALUM. HEADER F 4- #14 SMS EACH SIDE 24" 0/C 2' n6°0i nma' M 'A 4J3r,Vx6A25' WITH SIDEPLATES 2' x 6 1/2 x �DOK ALUM. SIDEPL 0 5' 0:032'x3'x3' OUBLE 2'x 6.5" or 3'x 8" 1/2 - X14 SMS ALUM Pdsr 45HEADERS IN PLACE OF awl EACH SIDE 3"X 8" HEADER WITH 0 24' ❑/C ROST & SIDEPLATE$ 0.o32'x3•x3• 0 2'X 6 1/2' ALUM. TYP ALUM POST SIDEPLA 3"X 3" POST WITH SIDEPLATES END VIEW DOUBLE ALUM 24 HEADER C❑NNECTI❑N - ODOUBLE 2" x 6 .5" HEADERS N25 or DOUBLE 3" x 8" HEADERS ��i 16AA 0E: 10x2'SMS SEE TABLE 7:5 SEE TABLE 7.5 NOTE A -RAIL -SEE FOR SPACING 010 SNS 0 FOLLOW - #6 M=- 1 1 . END DETAIL 'NT 1 50` 6 D.C. FOR 6' PANELS FASTENING 12' O.C. FOR 12' PANELS / REQUIREMENTS 1• " t=:062' OR ONE #8 SMS TYP. 2.50' e)EXTRUDED HANGER @24' a/c (6063-T6 ALUM. ALLOY) 43" ML—tjol #10 SMS It FOLLOWING SPACING 6' O/C FOR 6' PANELS 12' O/C FOR 12' PANEL J 1 1:UCTURAL PANEL �ROLLFORMED HANGER N2 (3004-H36 ALUM. ALLOY) BEJ/CF 4/27/2009 SCAM NTS Engineer's Stamp I so' f .00' BFO°3 .094' { I 11.0'I 5 I 4- 814 x 3/4' TEK �- — p14 SMS EACA SIDE �e-o-aJ 3" ALTERNATE' POST CONN. BRACKETS (STEEL A-653 Fy-40,000 PSI) 4 2'X 6 1/2-X 12'- ALUM. RAPIER KAN 0 16' OR 24' ROLLFORMED O.C. HEADER 2' ALUM. FASCIA m N LTERNATE-DECORATIVE FASCIA TRIM jjj" 17 2009 11mermaX 5208 TENNYSON PARKWAY I SUITE 100 BUILDING PRODUCFS, INC. PLANO, TEXAS 75024 -3.5' CONCRETE SLAB REQUIRED Lattice or FOR CONSTRAI D FOOTINGS Sotld 'Pants STEEL POST 0.042'x3'x8' Alun Bracket HEADER • (0.060•) 4Tmp D D 3. 2 1 8• Lattice or 2x wood studs SPF 12' �D11W - Solid Panels Atun Bracket or BTR 016" o/c UUP TODn7Dus 4 V o d -4Vp e: sMs (U60'� SMS ATTACH PANELS 24' IOEDMMT I - �'x9' BAR PER DETAILS FOR LARWR D G D EMBEDDED A7 LEAST 9' - AZ, BD OR BG d d pin 3' x 8' Header 01 .I 3' z B' Header 02 1,/4" LAG t=01042" t=0.024" (0:042) I I (01042�) SCREW PER y D p � OR , 1- 0:032 � 2' x 6' side Ptate. TABLE 7.5 "ANC4". I I MIN ,o Lilo sM 010 sJ 2.SCREW 25" MIN D a I I 31 x e• Header j SPACING IS 1" CONCRETE FOOTING N30 N31 3•• I POST I 3'x3' POST 2X DF WOOD I LEDGER RAFTER & SIDEPtATES I I 2-4.5' SIDEPLATE HEADER (3004-H36 ALUM. ALLOY) i I N34 LEDGER BOARD ATTACHMENT (3004-H36 ALUM. ALLOY) N29 FREESTANDING OR ATTACHED N32 ALTERNATIVE SPLICE FOR ATTACHED UNITS P❑ST/F❑❑TING CONNECTION Sent with permanently 1/41 LAG SCREWS FOUR #14 SDS EACH SIDE flexlbte L.waterproof sealant C2 1/4' OF PENETRATMN INTO WALL STUD) 2' x 6' Ledger Board X 3• X 8• BOX STUD XL BEAM HEADER 2' x 4' Stud 'I ALUMINUM "H" 1.00'rlln. 3• 6' BRACKET 3•X 3` ALUMINUM 3/8' Lap Screw 0 L POST 3' X 8' ALUM �( RAFTER BRACKET 3• ATTACH PATIO COVER a `_3,�, �� 3.5' MIN AS PER N26 OR N27 HEADER Completely Seal with permanently flexible:y; ti FOUR X14 SDS EACH SIDE waterproof sealant 'H' 25' MIN PENETRATION t. Egg LUMINUM BRACKET FOR i�— CONNECTING POST TO HEADER C(6063—T6 DVTD WOOD FRAMING 1:00'min. ±� 014 SELF-DRR.LM SCREW P ` 4 ,vr ALUM. ALLOY) I X .- . - u-n C Synthetic Stucco or . 3 POST ALTERNATIVE FOR )0 11 ®SLAB ATTACHMENT ONLY � r+1 W- C 3 I �1 - other non-structural covering Cl' max. thick) f '• * EX 009'1 i w Sheathing ':� i ��e�nj�X 5208 TENNYSON PARKWAY �� l ` �� J SUITE 100 RUILDINCPRODUCIS,LNG PLANO, TEXAS 75024 SEE ALLOWABLE DISTANCE TO FIRSTSTUCCO ATrACHNENT DETAIL N33 Os �� ` OFCALL� ROW OF POSTS IN TABLE. 7.7 WITH LEDGER BOARD rtm BEJ%CP 4/27/2009 NTS mponen Parts ConnectionDetails for Newport Patio Structures Engineers Stamp - - NP04-2006 4 of 4 PRIM I ED ur-1 211797,2009 R= 0.2" 0.95" 0.92° -{ R=.125' I R=.125' 0.5' R= 0.15' 2.50 3.0" 167" SEE DETAIL D t67' SEE DETAIL B 'yP' 6.00" 6' FLAT PAN Q 6" STRUCTURAL PANEL (3004-H36 ALUM. ALLOY) 0.992 0.875 250 + R0.125 RO.153 T350 0.295 2.000 0.363 0.525 .060 SEE DETAIL D 6.000 O2'x6' FLAT PANEL 3004H36 ALUMINUM #8xW SHEET METAL SCREWS @ 8' ❑/C ggL-� 1�SIDE 0:516' 0.060' R= 0.08' OUTSIDE --4 IYP. 3. 13.090 .125 Typ 0.72' \ - R 0.0.25" I 0 - . DETAIL B I 6,00• 4- 12.00 QD 3 1/2" X 12" STRUCTURAL PANEL (3004-H36 ALUM. ALLOY) .876" .516• 561OUTSIDE I y INSIDE -j 50' 1.903° .450" 1.625 .216" TYP. � 0,750 •18 • I 2.464 I SEE TABLE 1.654' � 4.9 OR 4,10 SEE DETAIL D 55 1/2' 1 42, 1' 1 T.p• 55 1 2 * -T 1,625 L 1.137' 12.0" 1.137" 0125 6.500 2;500 ATTACH TO TOP OF HEADER BEAM AS PER TABLES 4.9 OR 4.10 2.00 OR ATTACH PER STRUCTURAL FASCIA DETAILS L625 i 5'� © 12" STRUCTURAL PANEL (3004-H36 ALUM. ALLOY) 0.3160.718 1.625 2.000 0.036 125 � 18j5.5' ON #14EACH 91 3.00 5" 1YP• ON EACH SIDE OF SPLICE T O O O CENTERLINE QE 6 1/2" ROLLFORMED FASCIA 3004H36 ALLOY 8 6.50' I O O .EE 5' 4• 5• SPLICE UNE IETAIL B 9' 9' 0.641 3 - #14 SMS ON EACH SIDE OF SPLICE ORO - ORME HEADER SPLICE M. ALLOY) 4.656 1.000 0.075 ROLL FORMED SEE TABLE HEADER �Ra 9 �-� 4,9 OR 4.10 2.000 t= 0.036' ROLL FORMEk XF ' 3 ,, `L HEADER SPLICE, TIGHT -? FIT INSIDE OF HEADER, R ESS�uR �---4.043. R= 0.20 9 EACH SIDE Ofa-� ultii Q PU SPLICEFASCIAT O CALIFORNIA FASCIA ` ';tj 3 - 1 SfaS ��t,.1 L0 �, i t (6063-T6 ALUM. ALLOY) ON EACH `' o: C 6, 39j`� OF SPLICE ! * EXV ,1 000 5208 TENNYSON PARKWAY Xl/ gUILDINC PRODUCTS INC SUITE 100 PLANO, TEXAS 75024 _. OFCAk1 8n/CP 4/27/2009 KAM NTS Component Parts & Connection Details Engineer's Stamp am ALW. C001-2006 SHM. of 9 0,67' 0.09' ❑NE #10 SM ir I PER PANEL j 0,38' --STABIUZER CUP / O 54' SEE TABLE 4.9 ❑R 4.10 5.75' � � 0:50' rT12.17' 2.31' f-= 4:00' .115 GAUGE TYPICAL 0 CLASSIC FASCIA W/ STABLIZER CLIP (6061-T6 Alum, Alloy) JAPN 11M. HEADER SPLICE MUST BE LOCATED WITHIN 12" OF A POST. 0.15" EXTRUDED HEADER SPLICE WITH TIGHT FIT INSIDE HEADER 0.15" TYP. 5.406" 8 - #14 SMS 250" R. h--- 4.00" TT3'_ 8 - #14 1 4" 5 01 5+_ 10" ---d.5 .5'{--- 10"--�.5" - 24" ALASKAN HEADER SPLICE (6061-T6 ALUM. ALLOY) 0.08" EXTRUDED HEADER SPLICE WITH TIGHT FIT INSIDE HEADER. .062" SEE DETAIL 'BB'2,808- R=.375" HANGER DCTR.UDED 1.187" HANGER W/ A—RAIL r 4— 1/4- BOLTS OR 4— #14 S.M.S. OA—.RAIL 1_437" (6063—T6 ALUM. ALLOY) /5U - ONE #10 SM 900» ONE #10 SM _I PER PANEL PER PANEL .291" I 375 .375" STABILIZER CLIP a SEE DETAIL V. SEE TABLE 4.9 14 OR 4.10 cru 4 SEE TABLE 4.1 1.0" OR 4.10 3 12 5.406"1 rPANEL -STRUCTURAL PANEL 079" .079" 2.725" r:l 09" 1 1 4.00" OK ALASKAN HEADER (6061-T6 ALUM, ALLOY) 0.062" o 0.062" -3:0a- UL 3:00" OL 5 1/2" EXTRUDED HEADER (6061-T6 ALUM. ALLOY) 0.215 - 2.750 - - 0.375 0.057 2.965 1 nI UZER CLIP FOR EXTRUDED ERS'H' & 'L'3—T6 ALUM. ALLOY) 319 4/27/2009 Engineers Stamp 16" SPLICE DETAIL ON 5 1/2" EXTRUDED HEADER SPLICE (6061-T6 ALUM. ALLOY) A q 100 Ame1'Imax 5208 TENNYSON PARKWAY BUILDING PRODUCES, INC SUI100 TEXAS 75024 BEJ/CP �M ORE NTS Component Parts & Connection Details CD02-2006 17 2 of 9 SES Tw T, r 14A 7.0' 09' TYP. 1.0' �— 4.0' —� 7" x 4" I BEAM HEADER (6061-T6 ALUM. ALLOY) .104 R. .100 THICK TYPICAL 7.875' or 10' Irn' 8—#14 T .5" 24" © CLASSIC ALASKAN HEADER SPLICE (6061—T6 ALUM. ALLOT) STRUCTURAL PANEL SEE TABLE 4.10 16 GA (t=0059') 3'X8' STEEL HEADER 0 12 GA (t=0,105') 3-'X8' STEEL HEADER 12 GA Ct=0105') 3,5'X10' STEEL HEADER ASTM A653 GRADE 50 12 GAUGE (0.105') 16 GAUGE (0.059') •. 5" TYP. T �-I vN 1 ? zoo's 4/27/2009 Engineer's Stamp A`��yLlllleirllY�`(�X 5208 TENNYSON PARKWAY BUILDING PRODUCTB,ING SUITE 100 PLANO, TEXAS 75024 NTS Component Parts & Connection Details CD03-2006 3 of 9 4"'1' BEAM 1/2• Boas w/ 0:56' 1 1/16• Washers 3 0.09' t=0.09' , I 0.31' 1/2' Bolts w/ 7.0" '(� - - _ —8 _ —� 1 1/16" Washers " 2 5.0' 0' 1 + 2-7' C SPLICES ONE EACH SIDE i 4.00' 2.88' 419' OF T 'I' BEAM 361" o.11, I j -0-- 0> 12' I 0.13' I 3.00'----� —2411 7" X 4" I—BEAM SPLICE (6061—T6 ALUM. ALLOY) III"--- 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" 0.721.56� t0.72 SEE TABLE 4.10 0.56' oo' --� 0.93 �---- 0.72 JIM J_ R=:0937 Typ. T_ 1,.50" 0.032" P. 3,00 9 1.56 "SQUARE POST �S�ti� 1• —H26 ALUM. ALLOY) 0.28 I Q�tC3ti 0.37 I-- o.7z 4.00' 0.072' 2:88' P v 9 101 — 10.17ss5 O 1T` 11 1/2" SQUARE POST ��IIul �I �--0.11' � ` E Qi?'} • oQR Pyr " �� F' (3105—H26 ALUM. ALLOY) t = 0:041 0. ;T �-3.00'---� �..y� � V. m s ; C 13911 , C, f' IX �� ` �f e' • A� TE_ PARKWAY Ame�mti.X O 3' X 3' CL❑VERLEAF HEADERSUITE * \ 5208 aNYSON RN.LDINC ING. (A-653 Fy=40 KSI STEEL) t �, OFCACtF PRODUCf$, PLANO, TEXAS 75024 DROM or O 4" X 3" ALUM. I—BEAM BEJ/CP NTS Component. Parts & Connection Details 4/2712009 Engineer's Stamp 004-2006 4 of 9 FOUR #14 SO SCREWS EACH .75' FASCIA HDR. SIDE UP TO D=28" FOOTING TWO 3/8" BOLTS FOR 90 MPH EXP B TWO 3/8' BOLTS AND FOOTINGS UP TO d=24" 1.5" 90 P C LTS THAN THRAND OUP 3"X 3' 'X 6 1/2- /2".75' .75* TWO 3/8" BOLTS W/ 1" DIA. TO d=28" FOO NGS SIDEPLATES TYP. x. 3/32' THK. STL WASHER ALUM. FOOTING 0.032'X1.5' SO ALUM W/ DECORATIVE .ALUM SCROLS OR SOLID FILL Typ r3l ya BRACKET SEE GENERAL. NOTE X11 MAX FOOTING SIZE d =34' OR 6.0' SEE GENERAL NOTE #11 'I.' POST S •. MAX FOOTING SIZE d=34' / I' -f' SLAB OR FOOTING TWO 3/8" BOLTS X ®AD ALUMINUM FOOTING BRACKET FOR CONNECTING TO I 1TOM CONN. CHANNEL ti9 CONCRETE SLAB OR F❑❑TING ®M ROLL FORMED SCROLL POST C❑NNECTION 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 �— � 3.000' 1 " 86 '1 1" -- 6 3' or 4' TYP. 3" 37" 4) I— 0.37" 3.000' .68814) .094' 4 �- - 3' or 4' ---� F. or 4' ASTM A500 F. t (IN)= 0.032, 0.040 (ALUM "(4) O C' - G DE A STEEL POST = 0.041 (STEEL) .68 NOTE: POSTS MAY BE TRIMMED w/FLD( - .43714) z . .-- 7p7,3" ALUM. FACING. ALTERNATE POST 12 D. .020" DP. X ,i7 F ice^ ?' 5U�4 t, ` (3004-H36 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) 062" RAD j20) a �?1 y fvLL 11'2) l :1.87 RAD(16) 1,55 0 "�, �" ® COLONIAL POSTS C op 3 T �� rr * EXPO _ 009 SQ. 5208 TENNYSON PARKWAY (3" ALUM. 6063—T6) TWIN 1.5 X .062T1eP1I11c1X ` RUIL.DINC P.RODULTfi, ING SUITE � "t" " t 0.062 UNLESS OTHERWISE NOTED EXTRUDED POST `� OFcA�tif �' 0 TEXAS 75024 (ALUM. 6063-T6) E3EJ/cPINC 4/27/2009 NTS Component Parts & Connection Details Engineer's Stamp •CDOS-2006 •5 of 9 Sm. m6u EACH _ . SIDE OF POST` STEEL POSE BOLTS FDR OTY - ...•, SEE TABLE 7.3 I.COLUMN 'J' 1' MINI MIN, 0.188" ATTACHED STRUCTURE POST TO FO❑TING USING W/ 2' EMBEDMENT STAINLESS STEEL HILT KWIK BOLT TZ OR w. EQUIVALENT. MAX F❑❑TING SIZE d = 34' AI S$E� ,NJS�l�.li19 POST 'A' DETAIL AD POST 'A' DOUGLA:FIR UTILITYEIGHT M SMS GROR BTR 0 T,WO.W W/ 4' EMBEDMENT LAG SCREW, TWO 3/8' A-307 BOLTS W/ 13'0 ONE ON EACH SIDE OF POST. 0 0 WASHERS UNDER: BOTH HEAD AND NUT: 0 0 0 0 13 13N EACH SIDE OF POST. I" min THESE DETAILS ARE TIMBER FLOOR JOIST LIMITED TO 90 mph DECKING ' HEADER EXPOSURE B AND C O ATTACHED STRUCTURE POST TO DECKING A© ATTACHED STRUCTURE POST TO FLOOR JOIST TWO 3/8" BOLTS-- 0.09" OLTcr0:09" TYP.—{ 2.5" I r-.100" 3' x 3' ALUMINUM POST .750" 1.0" .750" 1.575" -j SEE G ,NERAL NOTE #11. MAX F❑❑TING SIZEY IS d= 34'' POST TO FOOTING OR SLAB ATTACHMENT DETAIL AP SINGLE SPAN ATTACHED UNITS ONLY SLAB as •�—ftt11IekL^21v4P • • •• a :a, a . � ♦ v X 9- STEEL BAR v ' s CONCRETE FOOTING x lyQg: OAQ FREESTANDING OR ATTACHED STRUCTUR, COLUMN TO FOOTING CONNECT ION DETAIL ti . 4/27/2009 Engineers Stamp IV JUN 17 2009 5208 TENNYSON PARKWAY SUITE 100 t� R[ALDIiYC PRODUC78, aVG PCO. TEXAS 75024 VAM BEil/CP NTS Component Parts & Connection Details CD06-2006 6 of 9 3/8' BOLTS W/ 1.0' DIA. x 3/32' THK. STL. WASHER OR #14 SDS. SEE NOTE FOR QTY. ALL 'I' BEAMS& 'C' BEAMS 4 USE TABLE 7.3 COLUMN A .FOR NUMBER OF HO_RI_ZO_NTAL BOLTS n6o USE TABLE_ 7.4 COLUMN N 3' x 3' POST FOR VERTICAL BOLTS USE 7.3 COLUMN I FOR HORZONTAL #14 SDS UES TABLE 7.4 COLUMN ❑ FOR VERTICAL #14 SDS' 3/8' BOLTS OR #14 SDS (SDS= SELF DRILLING` ALTERNATE 3" SO. POST CONNECTOR BRACKET SCREW) ® (6063-T6 ALUM. ALLOY) ALUMINUM 'r BEAM OR STEEL 'C' BEAM U+LJ LLW _—TWO %' BOLTS W/ I'm x Ilk' THK ' BOLTS STEEL WASHER. SEE TWO SEE TABLE 7.3 TABLE 7:4 COLUMN COLUMN 'J' 'N' FOR QUANTITY. FOR QUANTITY 3" STEEL POST "t" = 0.041 " AT 3' STEEL POST TO HEADER CONN. BRACKET (6063-T6 ALUM.) 3'X 8" BOX BEAM WRAP 3'xB'x 12 (t=0:105') OR 16 ga (t=0:059') STEEL C BEAM AW 3" X 8" STL. 'C' BEAM WRAP W/ 3" X 8" ALUM. BOX BEAM 3' x 3' HEADEF 8-/T4 7' x 4' use 6 - 3/8' bolts 4' x 3' use 4 - 3/8' bolts �weOM'= STEEL PDST OR LARGER Ls sous. FOUR x%14 SMS EACH OALTERNATE - I BEAM TO POST CONEcnON Beni with pernnnently flexl6le & •nterproof sealant 2'x6' Ledger Board 74'Stud 1.00'Thln. Nuum111111JJ 1.5' MIN 2.5' MIN PENETRATION INTO WOOD FRAMING FOUR #14 SMS EACH SIDE. o 3/8' Log Screw \ ATTACH PATIO COVER — AS PER AZ, BD OR BG Completely Seal with permanently flexible & waterproof sealant FOR CHMENT TO NON -STUCCO 1.00'min. WA E TABLE 7.5 'ANC4' FO ATT CHMENT THRU STUCCO SEE A OWAB E DISTANCE TO FIRST W OF OSTS IN TABLE 7.7 c Stucco or re )n-structu U' rax. thl ) �B ARD M.E T DETAIL Imiii6A011 on L 1 41 ILI fil, AX POST TO HEADER CONNECTION FOR 3" X 3" STEEL HEADER "AB" -0 C 4/27/2009 Engineers Stamp 3" X 8" BOX BEAM HEADER ALUMINUM "H" BRACKET 3"X 3" ALUMINUM COLUMN ALUMINUM 'H' BRACKET FOR CONNECTING COLUMN TO HEADER (6063-T6 ALUM. ALLOY) 1/4' BOLTS ASTM A307 OR #14 SELF DRILLING SCREWS SEE BELOW FOR QTY 7 1C��9 DOUBLE OR SINGLE 3'X8' STEEL C BEAM. BOLT LAYOUT FOR SPLICED AND NON—SPLICE ATTACHMENT UP TO 25 PSF USE 4 BOLTS 30 PSF USE 6 BOLTS OR 12 41:14 SCREWS 40+ PSF USE 10 BOLTS e kmem�X 5208 TENNYSON PARKWAY RUII.I)INC PRODUCTS, INC SUITE 100 PLANO, TX 75024 NTS Component Parts & Connection Details 'GD07-2006 7 of 9 STRUCTURAL PANEL 1.625' =-I ISEF TABLE 7.5 2.50' �10 SMS OR 3.I p• FO ING SPACING: O62" 1 O.C. FOR 6' PANELS / 12" O.C. FOR 12" PANELS SEE TABLE 7,5 NOTE #6 FOR END FASTENING REQUIREMENTS 1.50' ®ROLLFORMED HANGER (3004-1-136 ALUM. ALLOY) #10 x 2" SMS SEE TABLE 7:5 110 SMS O FOLLOW - FOR SPACING ING SkING: A -RAILS 1.50" 6' O.C. FOR 8",PANELS DETAIL 'X /- 12' O.C. FOR t2 PANES ONE #8 SMS 2.25' ®24" /c t=.062' OR TYP. 2.50• 111-111 0 30"--1 �- 1:50" ®D EXTRUDED HANGER (6063-T6 ALUM. ALLOY) 6.5" ROLLFORMED HEADER 'E' CONN. DETAILS TO STRUCTURAL PANELS SEE TABLE 7.5 NOTE #6 FOR END FASTENING REQUIREMENTS 2x wood studs SPF or BTR 016" o/c ATTACH PANELS PER DETAILS AZ, BD OR BG 1/4" LAG SCREW PER TABLE 7.5 "ANC4" MIN SCREW SPACING IS 1" 2x DF WOOD LEDGER LEDGER BOARD ATTACHMENT #10 x 2" SCREW.SEE 7.5 FOR SPACING BG 3 1/2- "G" Rp (6063-T6 ALUI 4.9 OR 4.10 C 4/27/2009 Engineer's Stamp -E BB 3 1/2" "J" HANGER (6063-T6 ALUM. ALLOY) 1.686" 7 1.500" TYP. 4— 1.562" — 9 EXTRUDED CHANNEL. CONNECTOR (6063—T6 ALUM. ALLOY) ' Ameit-yma x 5208 TENNYSON PARKWAY BUILDING PRODUCT S, A1C SUITE i 00 PLANO, TEXAS 75024 NTS Component Parts & Connection Details FW CD08-2006 1 8 Of 9 4' AStw A36 Sim Ir �r4.i1 ALUM ECD UO3= BOND (VF) PANEL tuMCEx Nm,a• .,n.. TOP S' TAME 7s FAWo1FA Sp EDU E TOP MOUNT BRACKET EXISTING EAVE WOOD FRAMING #10X1.5" SCREWS 6 PLACES 3/16" ASTM A36 STEEL BRACKET \! 1' SPACING BETWEEN SCREWS LEDGER BOARD EAVE OVERHANG AND 'L' MUST COMPLY WITH DETAIL BN ALSO Y1Irl _r2ljr EA E OVERHANG 124" 01CI 17' 18" 2C' 30' 76" 001 ii"•'!'�"-'."ii'I� r LL r satxwE caL1A61 (3105-1@6 ALUM ALLAY) BK 2`X 4.5' SMMATES _ <30M -M ALM ALLIM SIDE MOUNT BRACKET TWO i"# X4• RAFTER LAG scREws _ DETAIL "A' x FASCIA 2'x WOOD FRAMING DOUGLAS FIR—LARCH (NORTH) W D� /2 OR BTR HNICER ,x 7A,, 7s J I FOR MAXIMUM FOR FASnM IrlERF1ANG S� SCHMME omni n c s Pt BI ALTERNATE EAVE ATTACHMENTS MAX "L" FOR TOP OR SIDE MOUNT Live Load (psl) 16" o/c 24"o/c 10 20 9'-4" 6'-3" ALL HOUSE PENETRATIONS MUST BE COMPLETELY AND PERMANENTLY SEALED NOT ALLOWED IN SNOW LOAD AREAS MAX WIND SPEED IS 110 MPH EXP C FOR BOLT 25 SIZE SEE OETAL V 80 3.00' IVT —{ 1.0' i- 2.25'�i #14 x 3/4' TEK NSE DETAIL 'BJ' + FOR INSTALLATION AND + PROPER'CONNECnONS. BL- I e -O* 3" ALTERNATE POST CONN. 'BRACKETS (STEEL A-653 Fy=40.000 PSI) BN ALTERNATE EAVE ATTACHMENT 3/6' BOLT V/ 3/3L - /W AS PER TABLE 10.4 FASCIA E USE COLUMN K FASCIA L" USE COLUMN M FASCIA KLN USE CMJJMN N 3/6' BOLT AS PER TABLE 10.3 B USE COLUMN F POST D&E USE CMAM J NTU A_TE POST CONN. OR Zw BRACKET. 1 ✓ 3" SO..POST (DERV TIN) v BJ 3' POST CONNECTIONS FOR FASCIA HEADERS Llial3now Load RAFTER MA_ X DISTANCE TO'F.IRST ROW OF POSTS '•L•' Solid rn.Pi Wind SIZE EA E OVERHANG 124" 01CI 17' 18" 2C' 30' 76" 10 PSI 2x4 15'-81 8'-11' 5-6' 7-6'U-2' CO MPH.6xp B 2x6 22'-0' 22'4 1T i 131-e 0-W 2x6 27-0' 22'-0' 27.0' 27-0' 22%9 10 PSI 2x4 11'-2' 6' T 4'-1' 2.4' 0-2" £OA1PH£xpC 2x6 2Z -V 22'4 15-1' td -1' 7-21 2x0 _ 270 2Z4 27.0 224 22•A' 20'psl 2x4 8'-3' 4'-9'• 2'-B' 1=?' 0-1' Y654APHExpS 2x6 174' 12'-4' 9-r 6'-f0' 4•-9' - .. _. he 174' 17-4' 17.4' t7 -T i t•-6" 25 pd 2x4 6'•D' T-9' Y-1' 0'-10' 0-0" 105 NPH Ex 2x6 ITT IV -3' T•8' 5°-4' 3-8' - — 2x6 IT.?* 13'-.' 17-T It' -t0" 5-1' 30 psi 2x4 & 3 3'-0" V-6- 0-4' 0-0' 110,Il4PH'ExpC 2x6 11'-1' 91-7 6'4' 4'•1' 2'-8" . .. _. 2x6 • 1 V4 11'-4' 11'-4' 91-E' T-1 - 40 pet 2x4 3' 10" 1110, 0••6- 0 V 9.0' 2x6 T-10' V-7' 4'•2- 7.7• 1'•4• 2x8 ' 6'-4' B4' 67* 4•$ 60 PW 2x4 2'-3' 0-I0' 0.0' 01{- 0-0' 2x6 4'-3' 3-10' 7-2' 1'-C' 0'-1- 2x8 64 5'-9' 5-3- 3'4' 6-9 4/27/2009 Engineer's Stamp 17 280,1 105208 TENNYSON PARKWAYSUITI SUITE too BUILDING PROpUCiS, TNG PLANO, TEXAS 75024 BEJ/CP NTS Component Parts & Connection Details CD09-2006 9 of 9 LOAD BEARING POST SEE, DETAILS L25, L29, N9, N15, N29, AD, Al, AJ, AP OR AQ FOR POST/ CONCRETE ATTACHMENT FIBERGLASS POST COLLAR SLAB OR FOOTING RAFTERS .OR SOLID PANELS 0.032'X2'X6.625' ALUM HEADERS OR 0.W'X3'XW ALUM HEADERS 2'X6:25' ALUMINUM DOUBLE HEADERS 3'X8' ALUMINUM DOUBLE HEADER i� - PLASTIC HOLE PLUGS I I I I I I I I I I I f I I I I I I I I I I STEEL OF ALUMINUM FIBERGLnaa- NON LOAD BEARING POST FIBERGLASS DECORATIVE POST COVER 1.5'X1:5' STEEL L ANGLE BRACKET CTYP> -3/8'X3/4• BOLT 2 --CONCRETE ANCHOR I-1 e• e •a. .d v d d .• w • •. �.. v'• a. v d.' - a a vd - 1' MIN FIBERGLASS .POST COLLAR FIBERGLASS DECORATIVE M2 POST COVER h NOTES, 1.. FIBERGLASS POSTS ARE M❑N-LOAD BEARING. 2. ATTACHMENT TO HOLD COVERING #14 SMS AGAINST MIMOR, LATERAL FORCES, 3:. USE MULTIPLE BRACKETS AS NEEDED. 4. FIBERGLASS POSTS MAY BE -#103%4' USED FOR ANY STRUCTURE. TEK SCREW I I ' 3/8'X 3' BOLT 1.5'X1:5' STEEL L ANGLE BRACKET (TYP) I I I I I 1 STEEL OR ALUMINUM LOAD BEARING POST I EXISTING ROOF -,-,ROOF SNOW LOAD jU� 17 �oo� PATI❑ COVER yj M4 4/27/2009 Engineers Stamp STRUCTURES COMPLYING WITH THIS DETAIL D❑ NOT REQUIRE ADDITI❑NAL DRIFTING SNOW C❑NSIDERATI❑NS GROUND SNOW MAXIMUM LOAD (PSF) 'h' (IN) 10 9 15 14 20 17 25 18 30 20 40 25 50 30 60 33 �AmerimaX 5208 TENNYSON PARKWAY BU([.DtNG PRODUCTS, �1G. SUITE 100 PLANO, TEXAS 75024 CP WALL HANGER 0.120'x2'z2'X2' TRIB T- 0.045 MAX LONG 'L' ANGLE 0.048 WIDTH 2'0� REDID POST 1.430 6063T5 ALUM IFT: SPACING FOR SPACING POST SIZE R0.170 0.060 ON SLAB SLAB (FT) B -'d' (FT) #10X2' 4 U'-8" A 14'.8- 0.048'x1.5'x2:5' 6005T5 2'X2' FAN BEAM 6063T5 ALUM SCREW 4.5 WALL HANGER A 13'-10' °'' NO ❑RIENTATIUN SPECIFIED 19 5 13'-7' A 13'-"1 2'x2' FAN BEAM #10 SMS SCREWS FAN BEAM FAN �SEETNOTEO#iANGER BEAM— 5.5 124- 0:042'x3'x8' STRUCTURA PANEL CONFORMANCE TO THE APPLICABLE ELECTRICAL CODE IS OUTSIDE THE SCOPE OF THIS DETAIL AND MUST BE APPROVED SEPERATELY. / �d`fCt f� C. ill y EXP t ,h it OF C 4/27/2009 Engineer's Stamp 10 PSF LIVE LOAD I SO.MPH EXPOSURE C TRIB MAX POST MAX 401D5 ATTACHED WIDTH POST REDID POST MIN FOOTING IFT: SPACING FOR SPACING POST SIZE ON SLAB SLAB (FT) TYPE -'d' (FT) lin) 4 U'-8" A 14'.8- :A 19 4.5 '3'-1D- A 13'-10' A 19 5 13'-7' A 13'-"1 A 19 5.5 124- A 12'.r 8 20 G 11'-4` A 1719' B 20 6S /0'-51 A 1 i' -r 8 20 7 9-8' A 11'-2" 8 20 7.5 9=1- A 10'-fi a 21 8 8'-6" A 1U-5' B 21 9 7.61 A E -r B 21 10 8'A" A 81.2' a 22 1.1 fi-2- A r-9- .B 22 12 5'4' A r-1' B 22 13 S-2" A B' -r B 22 14 4'-10" A 8'-1` B 22 14 4'-8- A 51-8- a 22 18 4'-3- 'A 64- B 22 17 4'-0" A I 5'-0-' B 1 22 Weight of fanllights Allowable Spans 0.048"x1.E'x7-6" 2"X2" FAN BEAM 30 lbs 15'-9' 23'-0- 401D5 50 lbs V-6' 17-10- 80 fbs 7-10'15 . 75 lbs... 6-3- -._...•-_ 17-1•- ' `Ameirirnax 5208 TENNYSON PARKWAY BUII.DBVC PRODUCES, BVG SURE 100 PIANO. TEXAS 75024 Ffm W. TIM* CP NTS Miscellaneous Details —2006 l7 7.0 POST AND IWOM PNEM(MENTS FOR COMMERCIAL AND PATIO STRUCTURES IAPMO ES REPORT #0113 THb Width (ft) Allowable Width for Attached Two Post Strructures on.Slab Live or GroundSnowLoad Aluminum Material Gage (in) 10 par 20_ psf 4 37-1' 16-11' 4.5 28'-6" 15'-1" 5 25'A' 13'-6" 5.5 23'-4' 12'-4" 6 21,-5• 11%3' 6.5 19'-9" 10'-5` 7 18'41" n1a 7.5 17'-1" n/a 8 16'-0" n1a 8.5 15'-1" Na '9 14'=3" Na i auto r. -i Table7.3: Required Number of Fasteners for Shearing Loads Table 7.4: Required Number of Fasteners for Tension Loads POST TYPE, POST DESCRIPTIONS DETAIL Aluminum Material Gage (in) A Twin 0.032'x1:5"x1.5" Steel'Gage (in) 8' A Aluminum Gage (in) AC, AF 17 A 0.024'Post with Sideplates 1.24, N16, SK 0.024 0.024 0.032 0.036 0.040 0.040 0.060 0.060 0.041 0.041 Clover 0,040"x3"x3' Alum 0.036 0.062 0.060 0.090 0.100 17 D A B C D E F G H I J K L M N O G 3/16'x4'x4' Steel Square L21„N17, AG 18' Fooler Design #14 318" B 3/8r 8 914 #14 318-0 #14 3/8' B #14 318-8 3 3/8+'B 014 3/8' B Wir B #14 Design Foote Size Uplift 'SMS. SOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT 5 BOLT SMS BOLT BOLT SMS Uplift Size d (in) (lbs) 164 424 ass 245 273 tow 293 13114 soy 1691 1 5811 352 $65 1298 701 (lbs) d (in) 12 100 1 1 1 1 1 1 1 1 1 1 30 1563 Na 1 1 1 1 1 100 12 13 127 1 1 1 1 1 1, 1 1 1 1 7 1 1 1 1 1 127 13 14 159 1 1 1 1 1 1. 1 1 1 1 2 1 1 1 1 1 159 14 15 195 2 1 1 1 1 1 1 1 1 1 34 2275 No 1 1 1 1 1 195 15 16 237 2 1 1 1 1 1 1 1 1 1 n/a 1 1 1 1 1 237 16 17 284 2 1 1 2 2 1 1 1' 1 1 2 1 1 1 1 1 284 17 18 338 3 1 1 2 2 1 2 1 1 1 38 3175 Na 1 1 1 '1 1 338 18 19 397 3 1 1 2 2 1 2 1 1 1 n/a 1 2 1 1 1 397 19 20 psi Slab 90C 20 463 3 2 1 2 2 1 2 1 1 1 7 1 2 1 1 1 463 20 4 We 21 536 4 2 1 —3 2 1 2 1 2 1 6 1 2 1 1 1 536 21 n/a 22 616 4 2 1 3 3 1 3 1 2 1 n/a 2 2 1 1 1 616 22 We 23 704 5 2 1 3 3 1 3 1 2 1 45 5273 Na 2 2 1 1 2. 704 23 POST TYPE, POST DESCRIPTIONS DETAIL MAX POST HGHT A Twin 0.032'x1:5"x1.5" AC, AA 8' A Twin 0.062"x1.5"x1.5' AC, AF 17 A 0.024'Post with Sideplates 1.24, N16, SK 17 8 Clover 0.032"x37r3' Alum Ll 1, Nbl, AH 10' B Clover 0,040"x3"x3' Alum L11, N11, AH 17 C Colonial 0:062' Extruded AE 17 D 0.041'x3'x3' Steel Clover L11, N11. AH 12' E 0.041"0'0' Steel Clover L11, N11, AH '17 F 3U6'x3'x3' Steel Square L21..N17, AG 15' G 3/16'x4'x4' Steel Square L21„N17, AG 18' H 5/16'x4'x4' Steel Square 121, N17, AG 18' Table, 12 10.psf Slab 90B 722 5 2 1 .3 3 1 3 1 2 1 LOAD -2 2 -1 1 24 800 .5 2 1 4 3 1 3 1 2 1 2 3 1 1 io pal Slab 90C 886 6 3_ 2 4 4 1 4 '1 2 1 - 2 - 3 2 1 25 904 6 3 2 4 4 1 4 1 2 1 .2 3 2 1 26 1017 '7 3 2 5 4' 1 4 1 3 1 '2 3 2 1 27 1139 7 3 2 5 5 2 4 1 3 1 2' 3 2 1 26 1270 8 3 2 6 5 2 5 1 3 1 3 4 2 1 29 1411 9 4 '2 6 6 2 5 2 3 1 3 4 2 2 30 1563 Na 4 2 .7 6 2 6 2 4 1 3 5 2 2 31 1724 Na 5 3 8 7 2 6 2 4 2 3 5 2 2 32 1896 n1a 5 3 8 7 2 7 2 4 2 4 5 3 2 33 2080. No 5 3 9 a 2 8 2 5 2 4 6 3 2 34 2275 No 6 3 Na 9 3 8 2 5 2 4 6 3 2 35 2481 Na 6 3 Na n/a 3 9 2 5 2 5 7 3 2 36 2700 Na 7 4 Na n/a 3 Na 2 6 2 5 8 4 3 37 2931 n/a 7' 4 Na n/a 3 Na 3 6 2 'S 8 4 3 38 3175 Na 8 4 n/a n/a 4 Na 3 7 2 6 9 '4 3- .39 3433 Na .9 5 Na n/a 4 Na 3 7 3 6 9 4 3 40 3704 Na 9 5 n/a Na 4 Na 3 '8 3 7 Na 5 3 41 3988 Na Na 5 n/a Na 4 We 3 8 3 7 n/a '5 4 42 4288 Na n/a 6 n/a We 5 Na 4 9 3 8 n/a 5 4 43 4601 n1a n1a 6 n1a Na 5 Na 4 n/a 3 6 Na 6 4 44 4936 Na n/a 6 We n/a 5 n/a 4 Na 3 9 Na 6 4 45 5273 Na No 7 We n/a 6 No 4 rile 4 9 n/a 7 5' 46 5633 Na n/a 7 n/a n/a 6 Na 5 No 4 Na n1a 7 5 47 6008 n/a n/a 8 nfa Na 6 nla 5 No '4 n/a n/a 7 5 48 6400 Na n/a 6 Na Na 7 Na 5 n/a 4 Na Na 8 5 49 6608 n/a We .9 Na Na 7 n/a 5 Na 5 Na Na 8 6 50 7234. Na Na 9 Na Na 7 Na 6 We 5 We n1a, 9 6 FastenerTerminology _ #14' SMS = #14 sheet metal or SDS screw, 112' minimum length TABLE 7.5 WALL ATTACHMENTS FOR SOLID COVET 3/8' 8 = 3/6" Diameter Bolt ANC71 ANC 2 ANC 3 See General Notes for specifics on fasteners LIVE/ O/C O/C O/C CLE) 4 1/4" Lagscrews must have2 i/4" of penetration Into studs. These lag screws must have an tib" lead hole and 5/8'sleel'washers 30 20" 20" 6' 5 10 and 20 psf are live or snow loads. 25- 60 psf are snow loads. 6 Add one fastener to both ends of all covers. Use 518' washers on 40 16" 16" 4' a6 end fasteners allaching directly to wall. 60 - 16" 16" 4' 2 722 Slab 2 800 24 2 886 Slab 2 904 25 2 1017 26 2 1139 27 2 1270 28' 3 1411 29 3 1563 30 3 1724 31 3 1896 32 3 2080, 33. 4 2275 34 4 2481 35 4 2700 36 5 2931 37 5 3175 38 5 3433 39 6 3704 40 6 3988 41 7 4288, 42 7 4601 43 8 4930 44 8 5273 45 9 5633 46 9 6008 47 Na 6400 48 Na 6808 49 Na 7234 50 # OF 4/4" LAG SCREWS PER STUD.@18' - O/CSPACING' 1 2 1 2 1 2 1 2 2 IAPMO PAGE NUMBER 55 OF 57 1 Spacing between bolls and screws shall be 2.5 times the.shank diameter 2 The edge distance of bolls and screws'shell be 1times the shank diameter 3 Corineclionssliall be arranged so' that the center of resistance of the connection shall coincide with the resultant line of action of the load. TABLE 7.6: WALL ATTACHMENTS FOR LATTICE COVERS ANC 3 ANC 4 WIND SPEED SNOW SPACING SPACING SPACING SPAN :learspan on this chart is the distance, from the SPAN (MPH) AND LOAD CONCRETE- MASONRY FOR #10:x 2' (FT) vall to.the first row.of oolumns. (P_SF), EXPOSURE (PSF) ANCHORS _ ANCHORS SMS SCREWS 110C iil8 Kwik Bolt TZ 31W diameter and 2' embed: ICC ESR 1917 2 90`C 10 20” 20" tr other anchor w! 5509 shear vs wind and seismic loads. 1300 13' LIVE 2 LIVE 130C 21' )se 1' steel washer. 2 105 C 20 20" 20" 6' /1' Aasonry anchors must have a: shear value of 25011 for 19' 3 I LIVE 30 _ 21' vind or seismic bads. Use 1" diameter steel washer. ESS OQ��; Qui 110 C 25 20" 20' 6" 10' 4 1/4" Lagscrews must have2 i/4" of penetration Into studs. These lag screws must have an tib" lead hole and 5/8'sleel'washers 30 20" 20" 6' 5 10 and 20 psf are live or snow loads. 25- 60 psf are snow loads. 6 Add one fastener to both ends of all covers. Use 518' washers on 40 16" 16" 4' a6 end fasteners allaching directly to wall. 60 - 16" 16" 4' 2 722 Slab 2 800 24 2 886 Slab 2 904 25 2 1017 26 2 1139 27 2 1270 28' 3 1411 29 3 1563 30 3 1724 31 3 1896 32 3 2080, 33. 4 2275 34 4 2481 35 4 2700 36 5 2931 37 5 3175 38 5 3433 39 6 3704 40 6 3988 41 7 4288, 42 7 4601 43 8 4930 44 8 5273 45 9 5633 46 9 6008 47 Na 6400 48 Na 6808 49 Na 7234 50 # OF 4/4" LAG SCREWS PER STUD.@18' - O/CSPACING' 1 2 1 2 1 2 1 2 2 IAPMO PAGE NUMBER 55 OF 57 1 Spacing between bolls and screws shall be 2.5 times the.shank diameter 2 The edge distance of bolls and screws'shell be 1times the shank diameter 3 Corineclionssliall be arranged so' that the center of resistance of the connection shall coincide with the resultant line of action of the load. TABLE 7.6: WALL ATTACHMENTS FOR LATTICE COVERS ANC 3 ANC 4 GRND CLEAR- NO. OF#10 NO. OF 1/4' SNOW WIND SPAN SCREWS LAG SCREWS LOAD SPEED (FT) PER RAFTER PER RAFTER (P_SF), MPH 10 110C 27 2 2 LIVE W-6- 9'- 20 1300 13' 2 2 LIVE 130C 20' 3 2 25 IT 2 2 5208 Tennyson Parkway , 19' 3 2 30 11' 2 2 ESS OQ��; Qui 16" 3 2 40 B° 2 2 17 3 2 60 8' 3 2 %1391 EXt. 2009\ 11' 4 3 ALLOWABLE DISTANCE TO FIRST ROW OF POSTS 16" Nb 1 24' o2 Ground Snow Max Wind Condition 110 mph Exposure C Load (pso 1 Lag Screw I 2,1-ag.Screws 2 Lag'Screws 3' Lag Screws- _ �p - - -•. Live 10 12'-9" 20" Live 20 T 14' 15' 17' Ar 9' 14 10' 25 7'-6' 15 30 61S' 13' 8'E" 1 40 4'-10' X9'-8' W-6- 9'- 60 3" 6'-7" 4' EX M JArnerimax Building Products 5208 Tennyson Parkway , Plano; Texas 75024 Carl Putnam,, P. E. ` ESS OQ��; Qui � -0 1F 3441 Ivylink Place Lynchburg, VA 24503 ti VPS I (434) 384-2514' w C Ca11DUtnamir7lcomcaSt.netIx %1391 EXt. 2009\ * 1•, I OFC M3-2006 4/27/2009 7! PRINTED ON 4/29/2009 7.0 FOOTING AND SLAB ATTACHMENT TABLES EQUIVALENT FOOTINGS FOR For Single Span Attached FREESTA_ND AND ATTACHED 30 Structures Only 50 DIAMETER OF 67 o Footing 18 24 30 36 d (in) Lu z — G CIRCULAR 18 16 15 z Q O z z FOOTINGS (IN) 22 24 21 19 12" 18" 24" 30" DEPTH OF 24 z 0 N H 0,0 z z 0 CIRCULAR 26 23 21 26 V z U OLL FOOTINGS IN 33 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 3.1 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 N/A N/A 121 78 TABLE 7.8 Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carlautnam(a-comcast.net I AbLt /.`J IAPMO ES REPORT #0113 For Single Span Attached Structures Only Wind Condition Trib Area 90 mph 110 mph Trib Area for Solid Exp C Exp C for Lattice Covers Required "d" Structures (sq ftof Footing in) (sq ft For Single Span Attached 15 17 Equivalent 30 Structures Only 50 40 Footing Depth (in) 67 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 17 23 26 23 20 18 24 28 24 21 20 25 29 26 23 21 26 31 27 24 22 27 33 29 26 23 28 35 30 27 25 29 37 32 29 26 30 39 34 30 27 31 41 35 32 29 32 43 37 33 30 33 45 39 35 32 34 47 40 36 33 35 49 42 38 35 36 51 44 39 36 37 53 46 41 38 38 55 48 43 39 39 57 50 44 41 40 60 52 46 42 41 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 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carlautnam(a-comcast.net I AbLt /.`J IAPMO ES REPORT #0113 For Single Span Attached Structures Only Wind Condition Trib Area 90 mph 110 mph Trib Area for Solid Exp C Exp C for Lattice Covers Required "d" Structures (sq ftof Footing in) (sq ft 20 15 17 33 30 17 1.9 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 7.10 X Residence IAPMO PAGE NUMBER 56 OF 57 Panel ___________-- Corner Trib Area j Trib Area for j 1 Middle Post 1 I Post Spacing IPanel vert Figure 1 Determine. Trib Area from Figure 1 4/27/2009 31~' +�Q 11 Il PRINTED ON 4/29/2009 7.0 Requirements,for Surface Mounted Posts on Concrete Stabs or Footings t IAPMO ES. REPORT #0113 1 Tables At aH1- Pd.. nista... 32-1 —ft t— An ,,hi.. to r..— Clah lattice Seismic Size Requirements REQUIRED NUMBER. OF POSTS FOR SINGLE SPAN LATTICE UNITS WITH SURFACE MOUNTED POSTSONCONCRETE SLABS OR FOOTINGS Tables L1 and L2 mod to be chocked for. surface ible 1-2a Table Lis: Use this fable for the following headers - Double 3x8 Alum Header ouble 2x6.5 Alum Header Double Steel C Beam Table Ltb: Use this table for the following headers in h'Steel C Beam Cover '1. Determine Tributary width {3x8Alum Header size 2. Determinewidth or structure Ss Allowed Ss Allowed. 3. Determine height afstructurs 20% 2215 Double 3x8 Alum Header 2906 4. Determine number of posts structure has, 3011, 1477 30% 1937 5. Determine Ss for your area (contact 40% Double 2x6.5 Alum Header 40% 1453 0, your local building department)'"" 50% 1013 50% 1328 *no rhec 6. Choose Table L2a or 1.2b based on the header 60% Double Steel C Beam 1107 "no the 7. Determine the maximumsize allowed on the chart 7T% 723 70% 949 ""no chi 8.. Multiply #1,.02 and #3 and divide by #4"'r' 80% 738 Single Steel C Beam 969 - '""Ss is 9. If 08 is lower than #7 the, structure Is OK for seismic 90% 656 90% 861 n 10. if your Ss is over 150% use 150% 100% 591 100%, 775 Altemativel ASCE7-0512.8.1'3 110% 566 110% 769 For 2 post structures divide.by3 120% 537 120% 7D5 For 3 post structures divide by 3 130% 545 130% 715 For 4 post structures divide:by4-5 Post Height (N) 506 140% 664 For 5 -.post structures divide try 6 150% 473 150% 620 " For all others add 1.5 to number of posts Post He hl (Rj 31 6" 6" . Required 8' 9' 10' 11' 12' 8' 9' IT 11' 17 - Required _8' 9' 10' 11' 12" 8' 9' IT 11' 12' Wind -Number sl Wind",Exposure-B 51 sl Wind Exposure C s3 Wlnd Number 67 Wind Exposure B st sl Wind Exposure C at Speed of Posts at sl MAXIMUM TRIBUTARY WIDTH ALLOWED .sl s2 S of Posts 12" 12" MAXIMUM' TRIBUTARY WIDTH:ALLOWEO 42 44 85 mph 2 or 3 12' 9 6' 3' 0' 11' 8' '5' 3' 0' e3:mph 2.60 13' IN 10' T 4' 13' 12' 9' 6' 4' sl 4 13' 13' 10' 6' 3' 13' 13' 9' 9 2' sl 4 13' 17 IN 13' 9' 13' 13' IT '11' 8' 24" 5 17 13" 13' IT T 17 13' IN Ir 4' s2 5 13' 1T 13' 13' 13' 13' 13' 13' IN 11' s3 6 13' 13" 13' 13' 7' 17 13' 13' 11' 6' 6 13' 13' 17 13' 17 13' 13' 13' 13' 13' s5 ,7 13' IN 13' 17 10' 13' IT 13' 1T 9' s7 7 13' 13' 13' 13' 13' 13' 13' 13' 13' IN 90 mph '2 or 3 12' 9 -6' 3' 0'- 9 T 4- 2'- 0' 90 mph 2.or, 3. 17 13' 10' T 4' 13'- 11' 8' 6' 3' s2 4 13' 13' 10' 6' 3' 1T 11' 8' S' 7 s3 4 13' 13' '13' 13' 9' IT 13' 13'IT T 5 IN IN IN 10' F 13' 13' 11' 8' 4- s5 5 17 13' 1T 13' 13' 1T 17 17 13' 10' 's7 6 13' 13' 13" 13' T 13' 13' 13' 19 6- 59 6 13' 13'' IN IT 13' 13' 13' 13, 13' 1T s9 7 IN IT 13' 13' 10' 13' 13' 13' IN 8' s3 7 13' 13' IN 13' 13' 13' 13' 1T 1T 13' 95 mph 2 or.3 12' 9 6' 3' 011 B' 6' 4- '7 0' 95 mph 2 or 3 13' 13' 10' -T 4' 13' 10' 7' S 3- 34 4 13' 13' 10' B' 3' 13' 10' 7' 4- 2' s6 4 13' 13' 13' 13' 7 13' 13' '17 9'' 6' 5 13' 13' 13' "1 IT S. 1 T 1 T 10' T 4' s9 5 13' 13' IN 13' 13" 1T 13' 13' 13' 9' sll 6 13' 13' 13' 13' 7' 1T 13' 13' '9' T 95 16 13' I Y 17 13' 13' 13' 13' 1 T I T 17 7 13' 13' 1 T 1Y- _ 10' 17 1 T 13' 11' T s5 7 1 T I T 13' 13' 13' 13' 13' 13' 13' 13' 100 mph 26r,3 11' 8' S' 7 T 7' 5' 3, 1' 0' 100 mph 2 or3 13' IN 9 8' 4' 11' T 6' 4' 7 4 13' 13" 9 T 7 17 9' 6' 3' 1' 4 13' 13' 13' 11' 7' 13' 13' 10' 8' 6 5 13' 13' IN 8' 4' 17 17 9' S' 7 5 IN IT 1T 13' 11' 1T 17 IN 11' 8' 6 13' 13' 1 Y 14' 6' 17 IN 11' 7' 4' 6 IN 14T 13' 13' 13' 13' 13' 17 13' 10' 7 13' '13' 17 13' 8' IT IN 13' 9 5 7 13', IT 13' 13' 13' _ '13' IT 13' 13' '13' _ 105 mph 2 or 3 9' 6' 3' 1' - 0'' 6' 4' - 2' 1' O 105 mph 2 or 13' 11' 9 -5' 2' 10' 7' 5' 7 1" 4 13' 11' T 3' 0' 10' T 5' 2' T 4 13' 17 13' 9' 5' 13' 17 9 6' T 5 1T 13' IT 6' 1' 13' 17 7' 4- 1' 5 17 17 13' 13' 8' 13' 1T 17 9 5 6 13' '13' 13' 8' 3' 13' 13' 9' 5' , 6 1y 13' I T 13' IV I N 13' 13' 17 8' 7 13' 13' 13' 10' 4' 13' 1T 11' 7' 3' 7 13' 13' 13' 1T 13' '13' 17 13' 13' 11Y 110 mph 2'or 3 a, S 0' T 5' 3' 2' O 0' 110 mph 2 or3 13' T 6' 3' T 8' 6' - 4" 7- T A 17 9 _2' 5' 7 0' 9 6 T 1' a 4 13' 17 11' 7' 3' '13' 10' T S 7 5 13' 13' '8' T 0' 17 9 5' 2' IT S 13' IN IN 10' 6' 13' 13' 10' T 4' 6 1 T 13' 11' 'S 0' 1 T 11' T 4' 0' 6 13' 13' 13' 1T 8- IN 13' 13' 9' S' 7 13' 13' IN T 1' IT '13' 9' 5' 1' 7 13' 13' 13' IT 11' 1Y 13' 17 17 7' lattice Seismic Size Requirements Tables L1 and L2 mod to be chocked for. surface ible 1-2a Table L2b mount concrete attachment i8 Alum Header Double 3x8 Alum Header ouble 2x6.5 Alum Header Double Steel C Beam Directions for using Seismic Table 1.2a or L2b in h'Steel C Beam Cover '1. Determine Tributary width Sae size 2. Determinewidth or structure Ss Allowed Ss Allowed. 3. Determine height afstructurs 20% 2215 20% 2906 4. Determine number of posts structure has, 3011, 1477 30% 1937 5. Determine Ss for your area (contact 40% 1107 40% 1453 0, your local building department)'"" 50% 1013 50% 1328 *no rhec 6. Choose Table L2a or 1.2b based on the header 60% 844 60% 1107 "no the 7. Determine the maximumsize allowed on the chart 7T% 723 70% 949 ""no chi 8.. Multiply #1,.02 and #3 and divide by #4"'r' 80% 738 80% 969 - '""Ss is 9. If 08 is lower than #7 the, structure Is OK for seismic 90% 656 90% 861 n 10. if your Ss is over 150% use 150% 100% 591 100%, 775 Altemativel ASCE7-0512.8.1'3 110% 566 110% 769 For 2 post structures divide.by3 120% 537 120% 7D5 For 3 post structures divide by 3 130% 545 130% 715 For 4 post structures divide:by4-5 140%' 506 140% 664 For 5 -.post structures divide try 6 150% 473 150% 620 " For all others add 1.5 to number of posts lattice solid Cover Cover Trib Area Tdb Are Exposure B Exposure C Table SLA82: (s N s" -0 85 90 95 '100 105 110 .85 sl 40 sl 95 sl 100 sl 105 sl 110 s1 niph Slab Corner- Distance From Comer 50 30 sl sl sl sl sl sl 53 32 sl 51 sl $1 sl sl $1 sl 51 sl 51 s1 Code X Y 57 34 sl sl sl 51 sl sl s1' sl sl sl s{ 51 31 6" 6" 60 36 sl 51 31 sl sl s2 sl s1 sl sl sl s2 s2 12' 6" 63 38 sl sl sl sl sl s2 sl sl at 51 sl s2 s3 18" 6" 67 40 st sl 51 at s2 53 at sl sl .sl s2 s3 s4 12" 12" 69 42 44 sl sl sl sl $1 sl sl s2 s2 s3' .s3 s3 sl sl sl sl sl sl sl s2 s2 s3 s3 s3 s5 s6 24" 18" 6" 17' 46 s1 sl sl 32 s3 s4 sl sl s1 s2 s3 94 s7 '30" 6" 48 s1 sl s2 52 s3 s5 at s1 s2 s2 93 s5 38 24" 17' 50 s2 s2 s2 $3 s4 s5 s2 s2 s2 s3 s4 s5 s9 18" 16'.' 51 .s2 s2 s2 s3 s5' s6 s2 s2 s2 s3 s5 s6 s10 30` 12" 52 s2 s2 s2 s3 s5 s6 s2 s2 s2 s3 s5 s6 s11 24" 19' 53 s2 s2 s2 s3 s5 s7 s2 s2 s2 sl s5 s7 s18 30" 18" 54 s2- s2 s2 s3 s5 s7 92 s2 s2 s3 s5 s7 s13 24" 24" 55 s2 s2 s3 s3 s5 s7 s2 s2 s3 s3, 55 s7 514 3W 24" 56 s2 s2 s3 sit s6 .s8 s2 s2 s3 s4 s6 s6 W s3 s3 s3 s5 s6 -s8 s3 s3 s3 s5 s6 s8 58 s3 s3' s3 s5 's7 a8 s3 s3 s3 s5 s7 s8 r 59 -s3 s3 s3 s5 s7 -s9 s3 s3 s3 s5 s7 s9 60 s3' s3 s3 s5 s7 s10 s3 s3 s3 s5 s7 .s10 61 s3 s3 s3 s5 s8 s10 s3 s3 s3 s5 s6 s10 62 s3 s3 s4 s6 s8 510 s3 s3 34 s6' s8 ..s10 63 s3 s3 s5 s6 s8 s10 s3 s3 s5 s6 s8 sill 64 s3 s3 s5 sl s9 sll s3 s3 s5 s7 s9 s11 65 ,s4 s4 s5 s7 s9 sll s4 s4 s5 s7 s9 s11 66 95 s5 35 s7 s10 s11 s5 s5 s5 s7 s10 s11 68.2 1 95 s5 s5 s8 s10 sl2j 95 s5 s5 s8 s10 s12. Check with local building authority, o deternlne. lithe structure. is built' in Exposure B or C. Suburban, wooded and urban areas are,generally Exposure B Rural open areas are generally Exposure C Directions for using these tables 1- Determine Comer Tributary Area (see Figure 1) 2. Determine Wind Speed and Exposure for the patio cover 3. Cross Reference Table SLABt. and find the "Stab Comer Code" (s1, s2, e3, s4 etc) 4. 'Determine Comer Edge Distance Requirements From Tattle Slab2 S. Set Post away from Comer as per Figure 2 IAPMO PAGE NUMBER 57 OF 57 1001, Existing Residence Panel Span Comer Trib.Aiea � I I I Post Spacing r El1 1 !1�1Overhang Figure 1 Figure 2 3.5" Concrete Slab �- x--% Post 1 1Y I \1/ X and Yam Interchangeable 4/27/2009 2009