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Home My WebLink About5625 W 27th AvenueCity of Wheat Ridge Residential Roofing PERMIT - 201800952 PERMIT NO: 201800952 ISSUED: 04/05/2018 JOB ADDRESS: 5625 W 27th AVE EXPIRES: 04/05/2019 JOB DESCRIPTION: Residential reroof permit remove and install Owens Corning Oakridge Asphalt Shingles with 18squares. Pitch 7/12** 3rd Party Inspection required** * * * CONTACTS * * * OWNER (720)401-0013 SECORD JEFFREY D SUB (303)432-3500 Al Blake 021274 Blake Roofing & Const. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,363.00 FEES Total Valuation 0.00 Use Tax 154.62 Permit Fee 172.60 ** TOTAL ** 327.22 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201800952 PERMIT NO: 201800952 JOB ADDRESS: 5625 W 27th AVE JOB DESCRIPTION: Residential reroof permit remove Shingles with 18squares. Pitch 7/12** 3rd Party Inspection ISSUED: 04/05/2018 EXPIRES: 04/05/2019 and install Owens Corning Oakridge Asphalt required" 11by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain thispermit and perform the work described and approved in conjunction with this errt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and,that all wor*k� to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature tf OWNIR or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying )Tans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Isuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applico code or any ofdmance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chie#/Building Official Date REQUESTS NUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Blake Construction Company Roofing Division (303) 654-9849 PROPOSAL SUBMITTED TO: I DATE; NAME; I JOB_ NAME; STREET; STREET; CITY; CITY; STATE; STATE; ARCHITECT; I DATE OF PLANS; We hereby submit specifications and estimates for work as follows:y uut i ki i. r We hereby propose to furnish labor and materials — complete in accordance with the above specifications, for the sum of: e7-11121/ dollars ($ c c ) with payment to be made as follows: 50 percent downpayment and remainder due upon completion. All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other neces- sary insurance. Our workers are fully covered by Workmen's Compensation Insurance. Authorized Signature NOTE: This proposal may be withdrawn by us if not accepted within days. Arreptonrr of t1ropo,sol The above prices, specifications and conditions are satisfactory and are hereby accepted. «Y u are authorized to do the work as specified. Payment will be made as outlined above. j Signature/ Date r� Signature_' ' Blake Construction Company (303) 654-9849 enia Reimer From: no-reply@ci.wheatridge.co.us Sent: Thursday, April 5, 2018 12:41 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) 5625 W. 27th Avenue, Wheat Ridge, ( Jeff Secord 720-401-0013 Property Owner Email none Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed secord 5625 W. 27th Ave Wheat Ridge.ipg Contract I CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Blake Roofing & Construction 021274 j 720-585-1146 Contractor Address 4468 Wain Street, Denver CO 80212 (Primary address of your business) Contractor Email Address blake-construction@outlook.com Retype Contractor Email blake-construction@outlook.com Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or 18 $7,363.00 No Pitched roof (2:12 pitch or greater) 0) both? (check all that apply) What is the specific pitch, 7/12 of the PITCHED roof? How many squares are 18 part of the PITCHED roof?roof? Describe the roofing Owens Corning Oakridge Shingles: 151b Felt, Ice & Water materials for theSheild Underlayment; 2 Pipe Jacks; 1 R&R Raincap; 2Turtle PITCHED roof- Roof Vents; Continuous Ridge Vent. (per Proposal/Contract dated 03-16-18 attached) Type of material for the Asphalt PITCHED roof - Provide any additional Single Family Home detail here on the description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. 3 I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Blake Roofing and Construction Email not displaying correctly? View it in your browser. .9011 ON SI1413AOW3H ION 00 � / :ao�oadsu� r 4 r ,./q b:qju(] ££6S-t,CZ-£O£ le uoilaadsui-aj ao{ Ileo `apew uaaq aneq sugiloaaaoo uayM,, �`oN SPA :paainbaa uoiloadsul-aij y� auail :uoijoadsui aol ajqqiena auo ON r L 0 :aagwnN MWJ9d :ssa.ippd qof �� :ad�(1 uoilaadsul / J 331ION N01103dSNI XOJ 6068 -LEO (000) • 00140 0390-3E0 (E0E) au►l uolloadsul EE6S-bEZ (EOE) u01sinia mpedsul 6uiplin8 3Jam IV3HM =10 A113 Al FOR OFFICE USE ONLY CRY c1f, date; �2Wfi r *,. , C01" I Building & inspection Services Division Zc-> 1� 7500 W. 29th Ave.,: Wheat Ridge, CO 80033 Plan Review Fee.- Office, ee.Office: 303-2351-2855 * Fax: 3013-237-8929 Inspection Line: 3013-234-5933 Building Permit Application * please complete all highlighted areas on hath skies of this form. Incomplete applications mai' not be processed. D • *,ts r • •i* Address: Vit$ date, � • . "" .................... ,r„ x KIR, City License # Plumbing: Complete all inio—�mafion on BOTH sides of this form e COMMERCIALNEW , NEW RESIDENTIAL ..OMMERCIAL ROOFING COMMERCIALADDITIONROOFING RESDENTIAL ADDITION I WINDOW REPLACEMENT COMMERCIAL - shed, deck, RESIDENTIAL ACCESSORY STRUCTURE SYSTEM/APPLIANCEMECHANICAL .AREPLACEMENT SYSTEM/APPLIANCEPLUMBING REPAIR, . SYSTEM/APPLIANCEELECTRICAL .A Ob q. FULF Btu's Gallons Amps Squares Either p • ❑ ❑ ❑ ~ S 'L T ~ m m o o ~ o ° o x m a ~ ~ N ~ ~ 0) N 7 ~ O ' ~ 6 N ~ d S (D ~ O V V 7 ~ N N ~ "O CD d ~ 0 o a o P 3 n m ~ 0 m a CD ~ ~ 9 fl: v I 9 ~ ~ o o y o ~ ~ o~ m w "0 ~ v N w (D ~ b ~ W W c.- O ~ ❑ Q ~ ~ ~ n y 0 N ~ ^ `J ^ ~ c E -0 C 3 w CD Z ~or mWAQ~ ❑ S O n wWcnm (PW CD < O - .r Z0 ° A ~ Z°=.o3 ~ CD ~ Z ~ ~ n m o p m ~ ❑ :17 N City of Wheat Ridge at R.o Residential Addition PERMIT - 070465 PERMIT NO:. 070465, ISSUED: 05/18/2007 JOB ADDR$SS:.5625 W 27TH AVE EXPIRES: 11/14/2007 DESCkIPT1,~ON: 13'x201 . steel patio cover CONTACTS ***owner!303/238-117A Hill Treat & Donna Emmona gc ,303/777-3444 Jean Gravina 01-7529 Alsco Cardinal Home Improvemen YARCEL INFO ZONE CODB: R-1C USE: R-3 SUBDIVISTON: 0535 BLOCK/LOT#: 0/ FEESUMMARY **ESTIMATED PROJECT VALUATION: 7,000.00 ~ . FEES PleaseNc+tr: Pexmit Pee 3.~,~1 181.10 p~yner/contractorisrwsoc~SiD.eforioc3ti,^ g~Tp:rty Plan Review Fee 117 . 72 lines and consWcling improvemeni: xcarGmg ta thc Total Valuation .00 approved plan and;equired development standards. Uae Tax '1,26.00 The City is not rosponsible for inaccucete information TOTAL 424 . 82 submitted within the plan set end any conshuc4on commencs q Y7 f • MR: Zanad R-1C. permit approved with the nondition that the patio cover cannot extend past the existing east wall of the house due to a nonconforming aetback on that gide. BM: plan9 approved pending field inspecZione, shall meet the requirement of metallic',type decking material. I here.by ce~,rtify that the eetback dietancee propoeed by thie permit application are accurate, and do not violate applicable ordinancea,jsulee or regulatione of the City oE Wheat Riflge oz covenante, eaeemente oz reetzictione of record; that all measurement;e etiovm, and allegatione made are accurate; that I have readand a9ree to abide by all wnditione printed on thia application and that I aseume full reeponaibility for compliance with the wheat Ridge Building Code (I.B.C) and all other app/lica'~bl/e~;Whea id ne Or/d~,in~a~n~cee, for work under t/h~ie pe~/nit. Planaeubject to field inepection. ~ C YIIL~l~ ~P/6/1!/ . 1. Thie pernnit wae ieeue8 Sn accozdance with the provieione eet Eorth in your application and ie eubjeet to the lawe of the State of, Cblorado andto the Zoning Regulatione and Building Codee of Wheat Ridge, Colorado or any other applicable ordinaacee of the City. 2. Thie petmit ehall expire 180 daye from the ieaue date. Requeste for an extenaion muat be received prior to expiration date.lµn eztension may be 9ranted at the diecre[ion of the euilding Official. 3. IE.thiepermit expiree, a new pexmit may be acquired for a fee ot one-half the amount noxmally zequired, provided no change¢ihave 6een or will be made in the originai plane and epecificatione and any euapeneion or abandonment hae not exceeded one (ll year. If changee have been or if euepeneion or abandonment exceede one (1I year, full feee ehall be paid'Eor a new permit. 6. No work ot any manner ehall be done that will change the natural flow of water caueing a drainage problem. 5. Contracror ahall notify the Building Inapector twenty-tour (24) houre in advance for all inepectione and ehall receive writtenapproval on inepection casd before pzoceeding with eucceeelve phaeee of the job. 6. The isa of a pezmi or the approval of drawinga and epecificatlona ahall not be conatiued to be a permit for, nor an.apl of, anyo i ation of the provieiona of the building codee oz any other ordinance, law, rule or regulation. All ~view i stUM-elL to field inapectione. . Chief euilding Offical :TIpN RSQIIBST LINB: (303)234-5933 BUILDING OFFICE: (303)235-2855 3T5''.MUST BE MADE BY 3PM }1NY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. COAIMUNITY DEVELOPM1IENT DEPARTMEVT 3_:IC•.r,: =<rr ; Vur_ar T1~A BUILDING INSPECTION LINE - 303-234-5933 i `A, CITYOF WHEATRIDGE ~r 2' ~•F C~.3'v l 7500 WEST 24TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) .4PPLIC.4 TION Propem, O\kner: ~CmmG n5 Propzm .add::ss: f. U tZi6ci e,('O K00-2,~ Phor.:: 3-c Contractor License No.: ComFiny: ( ~ Pho;e: 33 ~ - 'J-~-~• 7~~1t-Id P+, ~ OWNERICONTRALTOR SIGNATURE OF UNOERS7ANOING AND AGREEMENT I hereby ceNfy Nat the selback distances proposetl .y Nis ;ertnit a0pliwticn are accurele, and do not violale aOPlicahle ordinances. rules or reyulatlons of the Ciry of W heal Ritlge or covenants, easements or resUicGOns e( record; Tat all measurements shown, and allega6ons matle are acCU2te: that I have read anC agree to abitle by all conCitions pnnled on this application and Nal I assume !ull responsi6iliry for compliance wiN the Wheat Ridge BuilGing Code (U.9.C) anC all oNer applicable W heat Ridge Ordinances, for work unCer th~is }p~ertnit. (OWNERgCONTRACTORYSIGNFO~.L'-~_ DATE 5~3107 (OWNERxCONTAACTOR)FRINTED eP C% 12S (!1 r('x l\ i, Yl Cor,struction Value:S P:rmit Fee:S P!an Rzview Fee:S tlGZ T3X'C Total:S I I Description: J'Ee e ~ ~Dc~a i p C 00 e.(_ ~~j' X o~ o I Sq. Ft. added BUILDI\G DE TMENT L'SE ONL1' SIC: Sq.FC: ONING COb0.1ENT5: AZonin9:~~\v ~ ~V S RECENED MAY 1 2007 BUILOING CCMMENTS: l ~ lti ~ PUBLIC WORI(S CC6UAENTS: - Approval: ~ Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing L:cense No: Mechanical License No: Company Company: Ccmpany: Expiration Date: Expiration Date: Ex:)iraticn Date: Aporoval: Aoproval: Acorov2i: (1) This pertnit was issued in accordance wiN Lhe provisions set forth in your applicaticn and is subjeato Ne izws of ~e State_f Coiorado anC to the Zoning Regula6ons anC Buildiny Codes of Wheat Ridge, Coloado or anyomu applir~le oreinances :r the Ciry. (2) This pertnit snalt expire i( (A) Ne work authcnzed is not commenced within sixty ("r2) Cays `om issue Ca[e :r (B) ne Cuilcrs auNOnzed is suspended or abandoneG for a penoC of 120 days. (3) I( this pertnit expires. a new pertnit may be acquired `or a fee oF one-half the amounc nortna?y reqwred, prcodeC no cr-anr= have been orwiil be made in the original plans and s;:ecifications anC any suspens,on or ahandonment has -ot exceeCr' Te (1) year. If changes have been or if suspension or abandonment excee0s one (1) year, tull fees shall be pai='or a rzw pernn t (4) No work o( any manner shall be done that wlll change the natu2l fiow of waler cacsing a:rainage proble-. (5) ConUactor shali noufy the Buildinq InspecWr twenry-four (24) hours in aGvance tcr ali ins^,ecGons and s<II receive vn, :en approval on inspecuon card before proceeCing with successive phases of the job. (6) The issuance of a pertnlt or the approval of d2wir.gs and specificaUOns shall nci be cocswed to be a:ertnit `or, nor =_n approval of, any violation of Ne provisions c'the be:ICing codes or any oNer orCirance, IzK, rule or reguiznon. Chief Building Official 'ate ~r~4 Y X1 ~S~ l J o- r Q ©0 V) 0 ~ O v w 3 76 NC O t C , C5 we U rq W 'A\ U Q U N 1 Vi ~ too c nro~ CL CD °p R=j ® 'o a° to ~6 CA't7 ~~o rn~ CL o a T. A~ < m ~ . . }Wc U 0 0 4 I~ai a IT, ,p y c v > ryMI C L v, S ~ 4. 10 p ..o~~o > c ~o~•£r RAFTAI C I ISA- TAI FhIrA1NFFRINr MP Al I IMINIIM PATIO COVERS, CARPORTS AND COMMERCIAL STRUCTURES PAGES DRAWING 1 PAGE TA01.DWG 1 PAGE TA02.DWG 6 PAGES TA03.DWG TA04.DWG TA05.DWG TA06. DWG TA07.DWG TA08.DWG 2 PAGES SECTION DESCRIPTION STRUCTURAL CONFIGURATIONS GENERAL NOTES ~II wwwwww IIpwrlt a "n B- LDI NG PR0D U0T*he t r,OF WHE4T,q'~P C t RQO Ridq+ Building Department COMPONEN I S/CUNNtU I IUiv ur= I P,11-0 Ai,pPOVBd ❑ OC CIAL DATE 4dity of pe : The issuance of a permit or approval of plans, specifications computations shall not be a permit for, or an approval of, any violation to any of the provisions of the building code or of any City ordinances. T -nits presuming to give aumomy to or cancel the provisions of the 1.0 PANEL SPANS FOR PATIO AND COMMERCIAL STRUCTURES IN NORMAL AND HIGH WIND ARFArAgcodes orom r. ,irm" ° theCity shall nothevalid. NORMAL WIND AREAS 9 PAGES 2.0 POST SPACINGS FOR SOLID PANEL PATIO AND COMMERCIAL COVERS USING ALUMINUM HEADERS IN NORMAL WIND AREAS 4 PAGES 3.0 POST SPACINGS FOR SOLID PANEL PATIO,AND-COMMERCIAL COVERS USING ALUMINUM I BEAMS IN NORMAL WIND AREAS HIGH WIND AREAS 9 PAGES 4.0 POST SPACINGS FOR SOLID PANEL PATIO AND COMMERCIAL COVERS USING ALUMINUM HEADERS IN HIGH WIND AREAS 4 PAGES 5.0 POST SPACINGS FOR SOLID PANEL PATIO AND COMMERCIAL COVERS USING ALUMINUM I BEAMS IN HIGH WIND AREAS F ~ 1 PAGE 6.0 POST AND FASTENER REQUIREMEENNTS FOR ALL S UR S,y 2004 November 15 v T BE ON SITE CHIEF BU ING OFFICIAL 2 3 2005;_. ROLL FORMED PANEL PANEL FORMED PANEL PANEL I BEAM OR OTHER STRUCTURAL HEADER MULTISPAN FREESTANDING UNIT TA 03 t POST FREESTANDING SINGLE SPAN COVER CIRC I? FOOTING Wheat Ridge Eti,;rs?it, p f I CUBIC Approved WIDTH MUST BE AT LEAST 9111 DIN' 75% OF PROJECTION FOR SINGLE SPAN ATTACHED nppn Of pe STRUCTURES WIDTH ~~+7 and Goy of oft the any he 0.5' PER II901SpreSUj TA ATTACHED SINGLE SPAN COVER MAY BE MULTISPAN FOOTIN d d , O LEDGER B'~ per POST CUBIC FOOTING N 30% OF MAY OVERHANG HEADERS MAY ;snall ALL PANELS SPACING 30% OF THEIR e issuance ofa permit or , sped.fications CLEARSPAN hall not be a permit for, or ny violation to isions of the building code rdinances. to give authority to violate ovisions of the s or other ord'~r-es o! tbe valid. MULTIPLE SPAN HEADERS ARE ALLOWED PATIO 'COVERS ARE -LIMITED„TO 12' HEIGHT COMMERCIAL C AND CARP S ARE d pax ~srA«- ~°~>Mr~ <Tttvtsb To . ~ , , , L~XR57i.✓G ~$'rpedc7uX65 S~' SINGLE f FREESI 3.5' CONCRETE T SLAIl~<OPTIONAL) UNIT FFSS/0NM-E~~\ PUTNAM ENGINEERING 3"1 IVYLINR PLACE LYNCHRURG. VA 24503 Y 4) 3842514 CARLPUTNAMBADELPHIANET a CMP a. a CMP °01 vlsizoaa TAOI.DVG sea, " OF 8 3.5' CONCRETE SLAB (OPTIONAL) , ar PROJECTION TRIB WIDTH TRIB WIDTH -----T- TRIBUTARY WIDTH OVERHANG EXISTING STRUCTURE TA 05 General Notes 1. Structural design per 2003 International Building Code. Patio Covers as defined in IBC Appendix I shall be used only for recreational, outdoor living purposes and not as carports, garages, storage rooms or habitable rooms. Commercial Covers may be used for these purposes. 2. Fasteners are to be stainless, zinc coated or gals. steel. Concrete anchor shall be Installed In accordance with ICBD E.S. Evaluation Report 4627 or equivalent. 3. Concrete shall have a compressive strength, f'c, of 2500 psi at 28 days. Minimum slab thickness Is 3.5'. No post shall be placed within 2'-6' of a crack or 4' of an edge or expansion joint. 4. Each application shall show a complete plot plan of the property and buildings. Circle the post spacing, span, etc.., In the tables that fit that particular job. 5. Each Installation shall bear an Identifying decal giving the name and address of mfgr., Live load, horiz. and uplift wind loads and approval number. - 6. Light gage steel shall be per ASTM A653. Grade will be specified under individual details. Thickness Is bare steel. Negative thickness tolerance Is -5%. 7. Alternate alum. alloys may be substituted for those specified provided they are registered with the Alum. Assoc. for equal or greater guaranteed minimum properties (Ftu, Fty, Fcy and E). Thickness Indicated is bare metal and negative tolerance is -57. 8. Lag screws shall be placed In holes prebored -70% diam. For concrete block construction, place masonry anchors In reinforced grouted elements only. 9. A foundation and solids Investigation is not necessary unless required by 1802.2.1. through 1802.2.6 of the 2003 IBC. 10. Drainage which otherwise would go over a public sidewalk shall be colLected and diverted under sidewalk. 11. Patio Covers may be enclosed with Insect screening, approved translucent or transparent plastic not more than 0.125' thick or glass conforming to Chapter 24 of the IBC. Maximum wind speed Is 110 mph Exposure C. 12. The roof panels shall have a minimum slope 0.5' per foot. 13. Soil Is assumed to be Class 5 of Table 1804.2 of the 2003 IBC. BEARING 1500 psf vert.,-100 psf/ft. horiz. 14. All steel shall be galvanlzed or painted one shop coat of rust Inhibiting primer and one coat of enamel finish coat. Point Inside of all embedded posts From the bottom to 12' above grade. 15. Wind velocity and Snow/Live Load Is Identified In all of the relevant tables. 16. The width of single span attached structures must be at least 75% of the projection. 17. - Multiple span units are allowed. For attached units one horizontal dimension must be equal to or less than 30' unless additional wind evaluation Is provided. There Is no restriction on the other horizontal dimension This restriction relates to the definition of 'a' In ASCE 7-02 Figure 6-2 and 6-37 18. Any unit built In a snow load higher than 30 psf and In Selsmic Design Category D, E or F Is not permitted w/o additional seismic engineering evaluation. 19. ALI roofs are Class A fire rated. 20. All screws are seLf drilling (SDS> or sheet metal (SMS) and in conformance with ICBO ER-5202, ER-5623, ER-5272 or equivalent 21. Header splice shall not be located nearer to the end than the first Interior post. 22. Bolts shall conform to ASTM A-307. 23. Sliding and drifting snow are beyond the scope of this report PUiNAM ENGINEERING 3441 IVYUNK PLACE LYNCHBURG, VA 24503 034) 384-2514 CARLPUTHAM2ADELPHIANET av g LMP awb CMP mw 11/]5/2004 TA02DWG S a Ne 20F B 3 PROJECTION TRIB WIDTH I- TRIBUTARY WIDTH FOS00 x0.562 1 2.344 ~T x0.1 0.969 -1 1 0.401 d125~ 0.401-1 O 0.562 os 6' FLAT PANEL 3004H36 I0.594 x1.911 2.040 ~ ~-0.531 0.875 2.14+ 0.864 15.941 16' IDEAL PANEL 3004H36 24' PATTIPORT 3004H36 OR ASTM A653 GRADE 40 STEEL f-41.312 - -1 2.598 Tp 24' TRI STAR PANEL 3004H36 1.350 F0.697 - 1.170 R0.38 L -1 ' - U,63 + 2 420 0.650 1 1.055 - 0.500 µ 0.250 0.250- 0.-f0 0.150 /2.000 - 0250 Q SUPER 2.5'X12' PANEL 3004H36 1.300 06r0_ -1-0.250 0.250 0.050 0.9002960 0.40" l- F0.060 0200j- D350 1 -12.000 0.550 Q 3' X12' RISER PANEL 3004H36 1.220 RO.IBO 1.100 RO.240 R0.200 2.500 R0.250 ~~1 -L 0.750 is 7.960 0. OD 1 2.5'x8' FLAT PANEL 3004H36 NOTES aD362 0500 + 1. FASTEN ALL PANELS SELF DRILLING SCREWS TO FASCIA WITH #10 (SDS), SHEET METAL SCREWS (SMS) a96D Q87s 0.325 3.015 x250 1 L 2. FASTEN ALL PANELS 3. 90 MPH EXPOSURE B TO OTHER HEADERS AND C REQUIRE TWO WITH #14 SMS OR SDS. SCREWS AT THE HEADER AND _ 0.162 I 12,000-{ HANGER PER 12'. 4. 110 MPH EXPOSURE B AND C REQUIRE TWO SCREWS AT THE HEADER AND 12' OLYMPIC FLAT PANEL 3004H36 HANGER PER 12' FOR ALL TRIBUTARY WIDTHS OVER 8' REQUIRE THREE SCREWS PER 12' UNDER 8'. ALL TRIB WIDTHS ASTM A-653 GRADE 40 5. 120 AND 130 MPH EX POSURE B AND C REQ UIRE THREE SCREWS AT THE HEADER AND HANGER PER 12'. 3.5' X12' AMBASSADOR PANEL 3004H36 0.656 1 r 0.281 1.000 1 .049 1 L000 1 11 0376-{ i 1.045 ,o 2.30.0. 1 o.z o a.o9l 12.Oo0 950 0.502 F O'S3 0.630 0.460 - 0.25D 0.880 [ 0.900 1 1.030 -0.700 3.422 1.030 ~ ~ I I p 1 5.314 1200 PANEL 3004H36 PUTNAN ENGINEERDIG OR 3441 IVYLINK PLACE LYNCHBURG, VA 24503 (434) 394-2514 CARLPUTNMRADELPHIANET o~ CHP w CNP °ob 11/15/2004 TA039VG 50°' NT-S- Poo. 3 0£ 8 8000 PANEL 3004H36 ® p 2.5'x12' NATIONAL RAM VEE PANEL ASTM A653 GRADE 40 STEEL t- 3.237 - 5.687 5 1513= A SAMPSON BEAM 1B 6063 T6 ALUM t=0.090' 6061T6 EXTRUDED 6' FASCIA I - 6' ALLMET EXTRUDED ' FASCIA 6063 T6 1.000 • 1 N •J7- ]A00 0~6?IS ni 1.000 I A 3250 6.5' ROLL FORMED FASCIA 3004 H36 5' RF FASCIA FOR 2.5' PANELS 6 3004H36 (t=0.040) 7' RF FASCIA FOR 2.5L 3' AND.3.5' PANELS 3004 H36 (t-0.040 6 0.050') ASTM A653 GRADE 40 24 GA t=0.024', 22 GA t=0.030', 20 GA t=0.036'. U SAMPSON GUTTER FASCIA 6063 T6 Qr I BEAN 6061 T6 "CUM 035'1 BEAM 9 6061 T6 PLUM 1.040 A 5' 1 BEAM 22 6061 T6 ALUI 17 7'x55' i 6061 M 0.760 I 9.560 0.165 2.150 I-- 10' C SPLICE 6061T6 6. 690 0.120 L --12.250 7' C SPLICE 6061T6 0.200 4.720 0.160 L 3.290-~-{ 5' C SPLICE 6061T6 8' E I 3/8' BOLT l3/8' BELT 8 PLCS TA 3.5' I SPLICE 5'x3' I SPLICE T" ® 6061 T6 ALUM O 6061 T6 ALUM 6061 T6 ALUM 1' u 0.107 - 0.150 -F7.350 " 3.5' C SPLICE x 6061T6 3/8' BOLT 8 PLCS ®A 10'x5.5' I SPLICE 6061 T6 ALUM um _ z466 MIN ,p ~ ~ ~ BRTS (8 PLCS PLACEME~ ~ FrR r AND IV I BEMIS O ^ O i 'J ~9/8' BATS R PLCS) fLACEIEMT ~ ® FOR 3S' AND S' 1 W" ® i 1' MIN ~ BEAM 20' FOR 3S' I 3/e' BOLTS (8 P=) 25' FOR 5' 1 BEAM BEAMS 36' FOR T 1 42' FOR 10' I BEANS V MIN SCREV PATTERNS p o 0 q- o FOR ALL FASCIA H MI \ 1 SPLICES. ALL FASCIA «em SPLICES MUST BE VITHIN I' MIN Ir112' OF A POST 0 0 O o O o 0 0 FASCIA S1EAB SPLTCEt L 3/B' HOL1S O. Q n m a mn~m N~ 23 (434) 384-2514 wl PUTNAM ENGINEERING 3141 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAMBADELPHIANET ~10'n&5' I BEAN 6061 T6 ALUM r- 5.683---l 0 O 750 M ~ I 0.060 + F71 TA STANDARD BRACKET a2 FOR CLOVERLEAF POSTS 6063 T6 ALUMINUM 2.702 DA90 ~ (TA 'U' BRACKET 47 FOR 3' SQUARE POSTS 6063 T6 ALUMINUM is N 2' ALUM .03 .040' ALUM .048' STEEL C2500 TA 3' CLOVERLEAF POST O A-653 GRADE 40 STEEL 3004 H36 ALUMINUM Dae7s 3', 4', 5' OR 6' ~5.6B3~ 0 0 0 0 0 0 O 0 6 O 0.125 TA HEAVY DUTY BRACKET 43 FOR CLOVERLEAF POSTS A-653 GRADE 37 STEEL -I L500 I p 0.060 ~p o, ~ --8250-{ TA 'BRACKETS FOR 1.5' SO TWIN POSTS 46 6063 T6 ALUMINUM h-2306-i [-2.375-{ 0.060 ALL BRACKET I DIMENSIONS EXCEPT THICKNESS 49 MA ROOF SEE NOTE ON PAGE 3 OF 8 Tq hTWO 3/8' BOLTS 44 I-BEAM WITH W/ 1.5' STEEL WASHER FLANGED STEEL BRACKET SEE 7A69 FOR ALUMINUM BRACKET REQUIREMENTS ONE 3/8' BOLTS FOR d=32' FOOTING TWO 3/8' BOLTS FOR d=39' FOOTING HEAVY DUTY- STEEL BRACKET HOLES FOR BOLTS TA U' BRACKET ARE APPROXI TE U 46 FOR CLOVERLEAF POSTS 3.5X3' I BEAM POST BRACKET Q 6063 T6 ALUMINUM ALUM 6063-T6 m TTA .51 ' SQ TWIN POST 3004 H36 ALUMINUM TA 3', 41, 5' OR 6- STEEL POSTS 55 ASTM A36 t2'MIN TA 5' SQ TWIN POST TA 0.095' STEEL ASTN A653 54 GRADE 33 OR 53 6063T6 ALUMINUM 0.100' 6063T5 AWN. V DEPENDS ON DETAIL TA63 I-3'~ h-3A00-~ ■ USE WITH TA45 0.055 3' ~t 56 ALUMINUME POST S7 SQUARE POSTS 6061 T6 ALUM 6063-T6 t= 0.120' FOR TA S0 3.5'X3' I BEAM BRACKET 3'x3' CLOVERLEAF STEEL POST FOUR 1/4' BOLTS w/ 0.050'X5/8' STEEL WASHERS 3/e' BOLTS 3'x3' CLOVERLEAF STEEL t= 0.043' ALUM t = 0.040' TAIL TA51 SEE TABLE FOR NUMBER AND SIZE OF BOLTS. { of 112' Maximum bolts Footing Size 4 44" t of 318" Maximum bolts Footing Size 4 42° 6 44° STEEL POST DETAIL TA55 D m ~mnmm `~mm IASP~~43 y~ N V ~ m(' m a"a _ {m N51M1. ...t PUTNAM ENGINEERING 3441 IVYLINK PLACE LYNCHBURG, VA 24503 (434) 384-2514 CARLPUTNAM9ADELPHIANET s. CMP u. CMP 11/15/2004 TA05.DWG $0'w NTS 5 of 8 TA HEAVY DUTY ALUM BRACKET 45 FOR 3' SQUARE POSTS 6063 T6 ALUMINUM 58 I-BEAM CONNECTION CONCRETE OR MASONRY ANCHOR 1/4' LAG SCREW #10 WOOD SCREW STRUCTURAL PANEL SEE NOTE ON PAGE 3 OF 8 ALWAYS USE #10 SMS SEE TABLE 6.5 FOR FASTENER SPACING STUD, CONCRETE OR MASONRY WALL .C. "J. OR "G" 7TYPE ALUM HANGERS MIN WALL TV 6063 T6 t= 0.060" 3004 H36 t--0.040" 1/4" LAG SCREW TA 1J 59 LEDGER AND WALL ATTACHMENT POST Seal with permanently flexible SIMPSON A34 ANCHOR EA. EACH & waterproof sealant RAFTER OR TRUSS " Ledger Board /-2" x 6 Existing wood framing iw W= 3/8• Log Screw 2' thick, 24' O.C. D.F, Larch 3.5' MIN Continuous 2' Completely WI fascia boar with permanently I exible & ATTACH WALL HANGER S== M =0 g I waterproof sealant PER DETAIL TA59---~ - 3.25' Min I MIN synthetic Stucco or SHEATHIN ther non-structural covering (I' max. thick) TABLE 6.7 SPECIFIES THE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS TA STUCCO ATTACHMENT DETAIL 60 WITH LEDGER BOARD 12' MIN ETAIL TA54 + W d 3/8' BOLT TWO 3/8,1 x 9" STEEL RODS (REBAR) V ' I ^ ~j OR BOLTS NEAR ONE BOLT DIAH M > BOTTOM OF POST. y= STAINLESS STEEL I l HILTI KWIK d OLT II j," ICBO ES FREESTANDING POURED F 62 OOTING . ER-4627 OR EQUIVALENT TA 63 ft E0U1RED FASTENING SPECS FOR SURFACE MOUNT IN NI EMBED MA% tl OF 3/a' W 1 BOLT DEPTH FOOTING O DIAMETER SIZE BOLTS e• G/9• 4.Za• d= ZS• 2 .....f_._... iii' b• d- ze• s e• am• r . d" aa• . D . ""b.a• i4• e• u: ic• a TA 61 MAX NOTCH 1' EAVE OVERHANG Live RAFTER 1T' 18" 24' 30" 36" Load SIZE MAX DISTANCE TO FIRST ROW OF POSTS "L" 10psf 2x4 17•_1•' 9'-6• 51-61' 2'-6'• 0•-2" 2x6 22'-a' 22'-a' 191-91 131-8" 91-6'1 2x8 22'-0' 22'-a' 22'-0" 224' 22'-Cr 20psf 2x4 81-6' 4'-0' 2'-e" 11_3" 011" 2x6 17•-2" 14'-2• 9'-0' 6-10" 4•-9" 2x8 22'-0' 22•-0•• 191-10" 14•-10• 11•-6'• 25psf 2x4 6'-5' 3'-9' T -l" 0-10" 0'_0" 2x6 i3'-8" 11'-3" TAP 5'4" 3'-8" 2x8 191-2' 181-4" 15'-9" 111-10" 9'-1" 30Psf 2x4 6-6- T-9' 1.6" 0.4" 0'-0" 2x6 11•-I" 9•-T• 61-1" 4•-1" - 2'A•• 2x8 15'-9" 14'-10' 12' 10" 8'-E 7'-1" 40psf 2x4 3'-10" 1'-1a' 0'-8" 17-0• 01-0" 2x6 7-10P 61-7' 4'-T T-7' 1'4" 2x8 11-4" 101-6" 9-3" 6'-7' 4'-9' WPSf 2x4 2'43" a-t0' 0=a' 0'-0' 01-0" 2x6 4'-8' 7-1 a' 2'-T' 1'-0" 01-1" 2x8 7'-a' 61-2' 51-3" 3'-8" 2'-3" CEO= A.J 0 m F n m rl~mm in rjmN C1, m mm 'mo i D 2 PUTNAN ENGINEERING 3441 IVYLIW PLACE LYtICHHt&G, VA 24503 (434) 394-2514 CARLPUTNANBADELPMANET s, 4 CHIP GrA 6 CMP 11/15/2004 w. TA06.➢VG NTS Po6 OF 0 ALUM HEADER, TA25, TWO 3/8' BOLTS TA26, TA 31, TA32, MAXIMUM FOOTING FOR, TA39, T439 OR TA40 TA26, TA32(t=0.040) is d=28' TA32(t=0.050), TA38 is 1=30' TA25, TA31, TA39, 40 is d=31' ONE 3/8' BOLTS FOR d=32' FOOTING TWO 3/8' BOLTS FOR d=40' FOOTING ALUM POST STANDARD BRACKET 3'x3' ALUM POST TA42, TA45 OR TA47 64 FASCIA/POST ATTAC HMENT ONE 3/8' BOLTS FOR d=26' FOOTING TWO 3/8' BOLTS FOR LARGER n' SS HIL71 KWIK BOLT 11 FOR SLAB ATTACHMENT 90 MPH EXP C =3/8'0 W/ P.5' EMBED 110 MPH EXP B =3/8'0 W/ 2.5' EMBED 110 MPH EXP C -V2'O W/ 35' EMBED FOR FOOTING ATTACHMENT d=24' USE 3/8'0 W/ 2.5' EMBED d-27' USE V2'O W/ 3.s' EMBE[ MAXIMUM FOOTING SIZE IS ;RT 3' POST STANDARD ALUMINUM TA EIGHT #10 SMS BRACKET DETAIL 65 SAMPSON REAM/POST CONNECTION OR SDS SCREWS TA42, TA43 OR TA45 OR TWO 3/8' BOLTS CONT. 0.015 FLASHING ALUM. ALLOY 3003-H14 (NON-STRUCTURAL) 08 SS. AT /8 S.M.S. AT 12' 1 /TOP OF EA RIB ROOF PANEL \ / ALUMINUM ,.-///v ROOF PANEL S.M.S. AT FA RIB I 3/8'0 STAINLESS STEEL HILTI KWIK BOLT II MAX FOOTING IS d=24' as, OR SLAB ATTACH 90 MPH EXP C I 110 MPH EXP B TA CONNECTION OF 3' POSTS AND 6T SLAB/FOOTING = TA a FASCIA TA25, TA26, TA31, TA32, TA38, TA39 AND TA40 MAX HEIGHT 8' -6' OR 9' 3/8' BOLT w/ 1.25' STEEL WASHER ONE 3/8' BOLT EL FOUR 08 SMS, TWO EACH SIDE, TOP AND BOTTOM CONNECTOR ROLL 6063TG BE TWO ONE 'IONS AN SCROLL POST DETAIL DER TA25, TA26, TA31, TA38, TA39 AND TA40) SEE NOTE ON PAGE 3 OF 8 ROOF PAN--J IJ • U 6s I-BEAM WITH FLANGED TWO 3/8' BOLTS ALUMINUM BRACKET W/ 1.5' STEEL WASHER -SEE TA44 FOR STEEL BRACKET REQUIREMENTS 3/B' BOLTS d=30' FOOTING 3/8' BELTS dm3 FODTING HEAVY ALUM BRACKET 66 FASCIA-RAFTER ALUM POST TA57 Rceiona /°U J 2J ;MAR 3 20 ~F~SS;ONAl_*'* m#7 of 8 I-BEAM - RAFTER .w I-BEAM - RAFTER oTiNG FOR CORNER POST BE tl41E: FO SHALL BE X RT DEEP IXISf. NA4 AT MARE ROOF OF STRUCTURE ONLY WALL 110 SYS AT 38' O.G SQO ER m 90E }10 54S At u ~ RX, N ¢ N10 feu om 4 SPLICE [N NORMAL POSITION ' MINIMUM LENGTH 1 BEAM SPACING C ' I 10' O/C 91 U/G 7' 1 10' I L1' D/C 1 1 3/8v ma *POST CONNECTIONS COUNT AS LATERAL BRACING A W2 3/8' BOLTS PER DETAIL TA64 I BRACKET TA42,J TA45 OR TA4T WS DOUBLE FASCIA-RAFTER REFER TO 4ROUND OR TRUCTURES iA5 CORNER POST 3" SQ. ALUMINUM Y REOUPID mrnlH BF TRB,CFI ':FOOTER (IN TTae mro~arn oPOSr~ MOTH EXPo9 JEB EXPOSIAEC (FO 80MPH i110M 9IX4PH ~110MP 4' Rz' 1z• 12" 1z' 6' 1T' tz• 12" IV 6' 1z' . - : 1T' it ir' _ 7: _ ' 12" ,4. 33 20" B 1T' 16 16' . 23' 9 1T' 18 1r' Z6' 10 13" 2G 18' 28' 111 14•' - 2T• 21" 31" 12' IV' i 23• 13 1T' 23' 26` ! 3r' 14' 18• 2r• 27` 4V' 16' 20' ~ 2R' 29' 43' 16' 21" 31" 31" ~ 46' 1T zz• 33• sz" : 43• RAFTERS; (2) E XT. RAF. FADR- BENT PL CUP ANGLES 1 1/2' X R 1/2'X W 4' LONG ALUM. ALLOY W/'10 S.M.S. AS SHOWN FASCIA, (TOP PORTION NOT SHOWN) 0.04' AWY. CUP iB S.YS. FA IFG.IYP 1n SUN POSSPACING 12'A C. ;6 FASCIA-CORNER FRAMING Revision %10 SMS REVERSED SPLICE /OR OTHER LATERAL BRACING- SPLICE IS 6' LONG L<W I I ~ ~ ~~a1 `CONCRETE FOOTER TRENCH TA CONTINUOUS FOOTER TRENCH 4 WIDTH VARIES WITH PANEL SPAN AND WIND SPEED _ SEE TABLE FOR DETAILS I-BEAM RAFTER (TOP FLG.N SHOWN) WN) SEE ODETAIL N~l FASCa3" SO. POST ALLOW POSE SPACING . "7 FASCIA-CORNER FRAMING VA P wo :TAB8MWG P 2004 Av. 8 of 8 Load 0.025 12 0.032 t 0.040 1: 0.050 1 Sleet 0.018 11 Steel 0.024 1' c 11 1 Stee10.01811 Steel 0.024 t Steel 0.030 tI 5 0.020 0025 S 0.032 1 0.040 1 0.050 1 Stee10.018 1 Steel 0.024 1 Steel 0.030 1 11 - T.H. 1 9 o a••.oe•• T". a", o~..e~ Table 1.4 Putnam Engineering 3441 Ivylink Place Lynchburg,VA 24503 (434) 3842514 carloutnam(madel phia.net 1 Steel 0.0241 1 Live Panel Wind Speed a nd Exposure Load Gauge Exposure B Exposure C (ps) (in) 90 110 120 130 90 110 120 130 0.015 T-5" 6' S" 5'-7" 8' 6' -1" 1'-1 " 4'-7" 0.024 12'.5" 11'_1" 9'-11" 13'-9" is 9" 9 7" 8'-3" 0.015 T-1" 6-5" 5'-7" 7--l" 6-1" 5'-3" 4--7-- 0.024 10-0" ia-0" V-11" 1a-0' 10'-0' 9-7" 8'-3" 0.015 6-11" 6'5" -7" 6-11" 6'-11" 5-3" 4'-7" r 0.024 1 9'-9' 9'-9' 9-9" 9-9' 9-9" 9'-T' 8'-3" 3 0.015 64- 6-4" 5'-7" 6-0" 6-4" 5'-3" 4'-7" 0.024 8'-11" 6-11" 9-11" 8'-11" V-11" 6-11" 6-3" 0.01 517- 5'8' '8' 0.024 T-9' T-9' T-9" 7'S" T-9' T-9" '7'-9' 0015 4'6' 4'' 4'8' 4'8' 4'- 4' 4' 0.024 65" 6-5" 6-5' 6-5° 63" 5-5" 6-5" Live Panel Wind Speed an d Exposure Load Gauge ExposureB ExposursC (lost) (in) 90 110 120 130 90 110 120 130 10 0.020 12'-2" 10-11" 10' 3" 9'-8" 11' T' 10'.(Y ' S' 8'-4" 0.025 13'-2" 11' 11" 11' 2" 10'-6" 12'J" 10'-11" 10' 3" 9'-7" 0.032 14'-4" 13'-1" 12'-3" 11'8' 13'-10" 12'-(Y' 11--3" 10-7" Steel 0.015 14'-0" 14'-0" 11' 10" is-7" 14' 0' 11'-6" 10' 2" V-C" Steel 0.018 15' 7" 14'-g' 13'-3!' 12'-U' t5' 7" 12' 11" iY-7" 10-4" 20 0.020 10' 3" 10' 3" 10' 3" 9' 8" 10' 3" 10-0' 9' S" 8'-4" 0.025 1 T 2" 11' 2" 11' 2" 10'8" 11' 2" 10-11" 10' 3" 9' 7" 0.032 12' -10--7 Steel 0.015 9'-10" 9'-la' 9'-10" 9-10' 9'-10" 9-10" 9-10" 9'-0' Steel 0.018 11' 2" 11' 2" 11'-2" 11' 2" 11' 2" 11' 2" 11'-2" 104" 25 0.020 1aa' 10 10'-0" 9 10'-0" 10'-0" 9'-5" 8'-4" 0.025 1a-11" 1a-11" 1a-11" 10'8' 101-11" is-11" 10'-3" 9-7- 0.032 1r-ta' 1r-1a' 1r-1a' 1r-6' tr-1a' 1r-1a' 1ra° 1a-7" Steel 0.015 9-7" 9-7" 9-7" 9-7" g-7" 9-7" 9-7" 9-0". Stee10.018 10-1a' to-10" 1a-1a' 10'-1a' 1a-1a' is-10" 10-1a' 10'-4 " 30 0.020 9-2" 9-2" 9-2" 9-2" 9-2" 9-2" -0' 0.025 1a-0" 1a-4" 1a-4" ta-4" 194" 1a4" is-3" 9-7" 0.032 11,-2" 11'-2" 11'-2" 11'-2" 11'-2" 11'2" 11•_2" 1a-7" Steel 0.015 8'8" 8'8" 8'-B" 8'8" 8'8" 8'8" 68" 6-9, Steel 0.018 9'-11" 9-11" 9'-11" 9-11" 9'-1 9'-11" 9'-11" 9-11" 40 0.020 T-11" T-11" T-11" 7'-11" T-tV T41" T-11" T-11" 0.025 V-9' 9'-Q' 9-0" 9-0' S-Y- 9'-0" 94y' 9'-0" 0.032 10-2" 10 2" 10'-2" 19-2" 10'-2" 19-2" 10'-2" 10-2" Steel 0.015 TT T_4" 7' 4" 7'-4" 7'-0" 7'-0" 7' 4" 7'-4" Steel 0.018 8'-6' 8'-6' e'8' 8' 6" 8'8' 8'8' 8'-6" 8'8' 60 0.020 6-6" 6 6 6'8" 68' 68' 6'-6" 6-6" 0.025 7'-4" " 7'-4 " 7'-4 7'-4" 7'-4" 7'-4" 7'-4" 0.032 8'-5" 8'8' V-5" 8'-5" 8'-5" 8'-5" 8'-S' Steel 0.015 S9' 5'-9' 51-9" V-9" 5'-9' 0'-9" 5'-9" 5'-9' Steel 0 016 6-1a' 6-1a' s'-1o° 6-10' 6-1a' 6-ia' 6-10" 6-10" Steel Steel Steel E 227 South Town Mesquite, TX 75 (972) 285.8811 F(972) 882-8818 1.0 STRUCTURAL VEE PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 1.0 STRUCTURAL FLAT PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES„__- e....,. e,ncuoe T"hre 1 11 s^r»•• ai.er Flar Pane131n5u2e T.H. 61n Live Panel Wind Sp eed and Exposu re Live Panel Wind S peed an d Expos ure Live Panel Wind Speed and Exposure Live Panel Wind Speed and Exposure Load Gauge E xposure B Exposur e C Load Gauge Exp osure B Exposur e C Load Gauge ExposureB Exposure C Load Gauge ExposureB Exposure C (ps (in) 90 110 120 130 90 110 120 130 (ps (in) 90 110 120 130 90 110 120 130 ps (in) 90 110 120 130 90 110 120 130 (st) in 90 110 120 130 90 110 120 130 ' " ' " ' " ' " ' " ' " ' " " 10 0.020 7'-6" 5'-3" 4'-8" 4'-3" 5'-10" 4'-5" 4'-0" 3'-8" 10 0.020 10'-10" 7'-9" 6'-6" 5'-10" 8'-8" 6'-4" 5'-5" 4'-11" 10 0.0361 12'-2"1 8'-7" T-6" 6'-8!' 1 9'-7" 7'-0" 6'-2" 6-6" 10 0.024 6 -2 4 -5 4 -0 3 -8 4 -10 3 -10 3 -6 V-3 0 025 9'-4" 6-7" 5'-10" 5'-3" 7'-4" 6-5" 4'-10" 4'-5" 025 0 13'-V' -10" 8'-3" 7'-4" 10'-11" 8'-0" 6'-9" 5'-0" 0.050 16 13'4" 11'-10' . 10'-T 14'-8" 11'-1" 9'-9" 8'-7" 0.030 8'-0" 5'-7" 6.0" 4'-6" 6-2" 4'-8" 4'-3" T-10" . 0.032 11' 9" S'-8" 7'-7" 6'-9" 9'-8" 7'-0" 6'-2" 5'-6" . 0.032 16'_0" 12'_7" 101_10" 9'-7" 13'_11•' 10'-5" 8'-9" 7'-9" 20 0.036 8•_11•' 8'-7" 7'-6" 6-8" 8'-11" 7'-0" 6'-2" 5'-6" 20 0.024 5'-7" 4'S' 4'-0" 3'-8" 4'-10" 3'-10" 3'-6" 3'-3" Ste el 0.018 17' l" 16-5" 13' 2" 11' 10" 1T 1" 14'-6" it' 5" 10'-2" 0.040 18'-10" 15' 9" 14'-0" 12'-6' 17' 3" 13' 4" 11' 6" 10'-2" 0.050 12' 1" 12' 1" 11'-10' 10'-7" 12' 1" 11.1•• 9' 9" 8'-T' 0.030 6'-8" 5'-7" 6-0" 4'46" 6'-2" 4',6" 4'-3" X-10" 20 0 020 6 5" 5' 3" 43 8" 4' 3" 5' 10" 4' 5" 20 0 020 8'-5" 7'-9" 6'-6" 5'-10" 8'-5" 6'-4" 5'-5" 4'-11" 25 0.036 8'-9" 8'-7" 7'-6" 6'-8" S'-9" 7'-0" 6'-2" 5'-6' 25 0.024 5'-6" 4'-5" 4'-0" 3'-8" 4'-10" T-10" 3'-6" 3'-3" . 0 025 - T-6" - 6-T' - 5'-10" - 5'-3" - 7'4" - 6-5" 4'-10" 4'-5" . 0.025 9'-9" 9'-9" 8'-3" 7'4" 9'-9" 8'-0" 6'-9" 6'-0" 0.050 11 11'-10' 11'-10' 10'-7" 1'-10' 11'-1" 9'-9" V-7" 0.030 6-6" 6-7" 5'-0" 4'-6" 6'-2" 4'-8" 4'-3" T-10" . 0.032 9'-0" V-8" T-T' 6-9" 9'-0" T-0" 6'-2" 6-6" 0.032 11'-7" 11'-7" 10'-10" 9'-7" 11'-7" 10'-5' 6-9" T-9" 30 0.036 8'-0" 7'4i" 8'-0" 7'-0" 5'-6" 30 0.024 6-0" 4'-5" 4'-0" V-8" 4'-10" 3'-10" 3'-6" 3'-3" Ste el 0.018 IT 6" 12' 6" 11' 4" 11'4" 12'-6'* 12'-6" 11'4" 10'-2" 0.040 13' 8" 13'-8" 13' 8" 12' 6" 13'-8" 13' 4" 11'-6" 10'-2" 0.050 10'-10' 10'-10' 10'-T' 0'-10' 10'-t0' 8'-7" 0.030 6-0" 5' T' 5' 0" 4'-6" 6'-0" 4'-8" 4'-3" 3'-10" 25 0.020 6'-3" 6-3" 43-8" 4'-3" 5'-10" 4'-5" 4'-0" 3'-8" 25 0.020 8'-2" 7'-9" 6'-6' 6-10" 8'-2" 6'-4" 6-5" 4'-11" 40 0.036 6'-11" 6'-11" 6'-11" 6'-8" 6'-11" 6'-71" 6'-2" 5'- 40 0.024 4'4" 4'-4" 4'-0" 3'-8" 4'4" T-10" 3'-6" 3'-3" 0 025 7'4" 6'-7" 6-10" 5'-3" T-4" 5'-5" 4'-10" 4'-5" 025 0 9'-6" 9'-6' 8'-3" 7'4" 9'-6" 8'-0" 6'-9" 6-0" 0.0501 9%5" 9'-5" 9'-5" 9'-5" 9'-5" 9'-5" V-5" 8'-7" 0.030 5'-2" 6-2" 6-0" 4'-6" 5'-2" 4'-8" 4'-3" 3'-10" . 0.032 8. 9" T-8" 7' 7" 6'-9" 8'-9" T-O" 6'-2" 5'-6" . 0.032 11' 4" 11 4" 10'-10" 9'-T' 11' 4" 10' S" 8'-9" T-9" 60 0.036 5' 8" 5' 8" 5'-8" 5'-S" 5'-8" 5'43" 5'-8" 5'-6" 60 0.024 3' 6" 3'-fi" 3'-6" 3' 6" 3%6" 3' 6" 3-6" 3_3.. Sle e10.018 12•_2'. 12'_2" 11._1" 11•_1" 12' 2" 12'_2.. 11' i" 10' 2" 0.040 13'_5" 13'_5" 13'_5•• 12'-6" 13'-5" 13'_4" 11'_6" 10'_2" 0.050 7'-9" 7'-9" 7'-9" 7'-9" 7'-9" 7'-9" 7'-9" 7'-9" 0.030 4'-Y 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" 3'-10" 30 0.020 5'-9" 6-3" 4'-8" 4'-3" 5'-9" 4'-5" 4'-0" 3'-8" 30 0.020 7'-6" T-6" 6'-6" 6-10" T.6" 6'-4" 4'-11" 0.025 6-8" 6'-7" 6-10" 6-3" 6-8" 6-5" 4'-10" 4'-5" 0.025 V-9" 8'-9" 8'-3" 7'4" V-9" 8'-0" V-9" 6-0" 2.375"x6" Flat Panel Table 1.12 EQUIVALENT FOOTINGS FOR TABLE 1.14 0.032 8'-0" 8'-0" T-7" 6-9" 8'-0" T-0" V-2" 5'-6' 0.032 10'-5" 10'-5" 10'-5" 9'-7" 10'-5" 10'-5" 8'-9" T-9" Live Panel Wind Speed and Exposure FREESTAND AND ATTACHED Ste el 0.018 11'-2" 11'-2" 10'-2" 10'-2" 11'-2" 11'-2" 10'-2" 10'-2" 0.040 12'-3" t2'-3" 12'-3" 12'-3" 12'-3" 12'-3" 11'-6" 10'-2" Load Gauge Exposure B Exposure C DIAMETER OF 40 0 020 5'-0" 5'-0" 4'-8" 4'-3" 5'-0" 4'-5" 4'-0" 3'-8" 40 0.020 6'-6" 6'-6" 6'-6" 5'-10" 6'-6' 6'-4" 4'-17" (ps0 (in) 90 110 120 130 90 110 120 130 w CIRCULAR . 0 025 6 10" 6 10" 6 10" 5' 3" 5' 10" 6 5" 4' 10" 4' 5" 0 025 7'-7" T-7" 7'-7p' 7'4" T-7" 7' 7" 6'-9" 6'-0" 10 0.020 10'-1" T-2" 64" 6-S" 8'-0" 6-11" 5'-3" 4'-9" z FOOTINGS (IN) . 0 032 - 7'-0" - T -O" - T-0" - 6'-9" - T-0" - T-0" - 6'-2" - 5'-6" . 0 032 9'-0" 9' 0" 9'-0" 9'-0" 9'-0" 9'-0" F-9" 7'-9" 0.025 12'-4" 9' 2" 8'-0" T-2" 10' 3" 7' 5" 6'-T' 6-10" 4a O - 12" 1S" 24" . ' " ' " " " ' " ' " ' " " . ' 8" 10' 8" 10'-8" 10'-8" 10'-8" 10'-6" 10'-8" 10'-2" 0 032 15'4" 12'-3" 10'-8" 9'-5" 13'4" 9'-11" 8'-8" T_8" y r 2 DEPTH OF Steel 0.018 9 9 9 -9 V-10 V-10 9 -9 9 -9 8 -10 -70 0.040 10 - - . 60 0 020 4'-1" 4' 1" 4' l" 4' 1" 4' 1" 4' 1" 4'-0" 3'-8" 60 0.020 6 4" 5'-4" 5' 4" 5'-4" 5-4" 5'4" 5'-4" 4'-11" 0.036 1T 0" 13' 7" 12' l" 10'-10' 16-0" 11•_5" 10'-0" V-10" O O o CIRCULAR . 0 025 4'-9" 4'-9" 4'-9" 4'-9" 4'-9" 4'-9" 4'-9" 4'-5" 0 025 6'-3" 6-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-0" ZO 0.020 8'-0 " 7'-2" 6'-4" 5'-8" 8'-0" 5'-11" 5'-3" 4'-9" U u. U FOOTINGS(IN . 0.032 6-9' 6-8" 5'-8" 5'-8" 6-8" 5'-8" 5'-8" 6" . 0.032 7'-5" T-5" T-5" T-S' T.5" T-5" T-5" T-5" 0.025 9'4" 9'-2" 8'-0" T-2" 9'4" T-5" 6'-7" 6-10" 18 18 52 23 13 Sleet 0.015 8. 0" 8--0" 7' 3" 7' 3" S' 0" 8'-0" 7'-3" 3 S: 0.040 8' 9" 8'-9" 8'-9" 8'-9" 8'-9" 8'-9" 8'-9" 81-9" 0.032 11'-3" 11--T' 10'.8" V-5" 11'-3" V-11" 8'-8" T-8" 19 20 61 27 15 1200 Panel Table 1 A 2 5"x8" Allmet Flat Panel Live Panel Wind Speed and Exposure Load Gauge Exposure B Exposure C s (in) 90 110 120 130 90 110 120 130 10 0.020 6-3" 4'-6" 4'-1" 3'-8" 4'-11" 3'-10" 3'-6" 3'-3" 0.025 9-1" 6-8" 6-7" 4'-T' 6-3" 4'-9" 4'-3" 3'-11" 0.032 10' 9" 7-9" SAO" 6'-l" 8'-T' 64" 64" 5' 0" 0.036 12'_3•. 9-1" 8'-9' 7' 1" 19_2" T-5" 6-6.' 5-10" 20 0.020 V-8" 4'-6" 4'-1" V-8" 4'-11" T-10" 3'-6" 3'-3" 0.025 6-9" V-8" 6-1" 4'-T' 6-3" 4'4" 4'-3" 3-11" 0.032 64" T-9" 6_10" 6-1" 8'4" 64" 64" 5'-0" 0.036 9'-3" 9-1" 8'-0" T-1" V-3" T-5" 60 V-19' 25 0.020 646 4•-9• 4'-1" 3'-8" 4'-11" T-10" 3'-6" T-3" 0.025 6-7' 5-S" 5'-1" 4'-T' 6.3" 4'-9" 4'J" 7-11" 0.032 V-2" T-9" 6-10" 6.4- V-2" 64" 5-T 6-0- 0. 036 9-1" 8'-0" T-1" 9-1" T-5" 6.6" 6-10" 30 0.020 5-9' R ' 4'-1" 3'-8" 4'-11" V-10" 3'-6" 3'J" 0.025 6-0" 6-8" 5'-1" 4'-T' 6-0" 4'-9" 4'-3" V-11" 0.032 T-6' T-6" 6-10" 6-1" T-6" 64" V-T' 5'-0" 0.036 64" 8'4" 8'-0" T-1" 8'4" T-6- 6-6" S-10" 40 0.020 4'4" 44" 4'-1" T-8" 4'4" 3-10" 3'-6" X-31" 0.025 5'-3" 6.3" 5'-1" 4'-7" 6-3" 4'-9" 4'-3" 3'-11" 0.032 6'-6" 6-6" &.6" 6-1" 6'-6" 64" 5'-T' 6-0" 0.036 T-3" T-3" 7'-3" T-1" 7'3' T-3" 6-6" 6-10" 60 0.020 3'-T' 3'-7" 3'-T' V-T' V-7" 3'-T' 3'-6" T-3" 0.025 4'-3" 4' 3" 4'-3" 4'-3''p 4'-3" 4' 3" 4'-3" X-11" 0.032 64" 5'4" 5'4" 64" 5'4" 5'4" 64" 6-9' 0.036 V-it" 6-11" S-11" V-11" 6-11" V-it" 5'-11" 6-10" Tahin •I In Live Panel Wind Speed and Exposure Load Gauge ExposureB Exposure C psf) in 90 110 120 130 90 110 120 130 10 0.022 11•_5" 8'-4" 7' 3" 6' 6" 9' 3" 6-9" 6' 0" 5'4" 0.028 13'-10" 10'_7.' 9'4" 81-31, 11'-9" 8'_e., 7' 7" 6 9'• 0.035 16-7" 13'-2" 11.8•• 10•_5" 14'-6!' 11•_0.• 9' T' V-6" 20 0.022 8' V' S- 4" 7' 3" 6'-0" 8'-6" 6' 9" 6' 0" 5'4" 0.028 10'-4" . 10'4" 9'4" 81-61 - 101-91.1 8' 8" 7'-7" 6`4' 0.035 12'-U' 12'-0" 11'-8" 19.3" 12'-4" 11' 0" 9'-7" F-6- 25 0.022 8'-T' 64" 7'-3" 9-6. 8'-T' 6-9' 6'-0" 64" 0.028 IV A" IVA" 9'4" v-3-, 10'-1" 8'S" T-T' 6-9" 0.035 11'_9" 1119" 111-8" 10.5" 1145" 11'-0" 9'-T' 9-6" 30 0.022 T-19" T-10" T- 6'-V' T-10" 64" 6-0" 54" 0.028 9'3" 94„ 9-V' 8'-3" 93" 8'-8" T-T'_ 6-9" 0.035 10'4" 10'5" 10'-9" 19_5, 10•4, 19_9" - 9'-T' 8'S" ,10 0.022 6-10" 6-1 T-10" 65" 6'_10•• 6-9" 6-0" 5'4" 0.028 S_ 0 S_ W-W V-0" T-T' 6-9" 0.035 9'4" 94" 94" 8'-6' 60 0.022 6-10" V-7" 5'- 5'-7" 5'-T' 6-7" 64" 6-4" 0.028 61-10" 6-T' 6'-T' 6-T' 6'-T' 64" 6'-T' 6-7" 0.035 7. 0" T-8" 7'-V' 7-4- T -S" T -S" 7' 8" T-8" Putnam Engineering 3441 Ivylink Place Lynchburg, VA 24503 (434) 384-2514 carlputnam(d!adelphiamet 21 23 82 36 20 22 24 94 42 24 23 26 108 48 27 24 27 WA 54 31 25 29 N/A 26 31 N/A 27 33 NIA 28 35 N/A 29 36 N/A 30 38 NIA 31 39 N/A 32 40 WA 33 41 WA 34 43 WA 36 44 WA 36 46 WA 37 47 WA 61 69 77 86 96 106 117 129 141 154 168 WA WA 35 a 39 L n' 44 q J~'^~'._T~ e 66 ) 53 79 yWR 23 2005 87 OFF 95 \ 103 - SS/ONN- 112 anwewws , U L' q"PRCSDUGTS 9UILDIN 227 South Town East Blvd Mesquite, TX 75149 (972) 285-9811 F(972) 882.8818 Page 2 of 29 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS LOAD JVVJOTH (P F) (FT) I BILAG FSLAS Ph OR IS FACING (Pnp-SE I FS~E RICONff i I.E. F.11 m 4.5 16-1" A 9-it' A 20 20 20 20 5 13'-7- A 9'-9- A 20 20 20 20 5.5 1Y4- A 9'-6 A 21 21 21 21 6 114- A 74 A 21 21 21 21 as 1V-5" A 6-1- A 22 22 22 22 7 9-8- A 8-16 A 22 22 22 22 7.5 94' A 8'-8- A 22 22 22 22 8 8'-6" A e'-6 A 23 23 23 23 9 7'-6" A B'-0- B D 23 23 23 10 6'-8- A T.r a 24 24 24 24 11 6'-7 A 7'-3- B 24 24 24 24 2 6-8- A 6'-11- B 24 24 24 24 1 3 6-T A 6-6' B 25 25 25 25 14 4'-16' A 6'-5- B 25 25 25 25 15 4'-r A 6-Y 8 25 25 25 25 16 4'-3' A 6YT C 26 26 26 26 "UMINUM HEADERS IN NORMAL WIND AREAS .5" Roll Formed Fascia TA38 Allmet Extruded Fascia TA31 Attached Freestanding Or Attached Freestanding or TABI Structure Multispan Units Structure Multispan Units MAX MAX P05T LENGTH MAX MAX POSTLENGTH LIVE TRIB MAx POST ' F T IN F R I F A PACING POST SIZE AINED OOTER CONST SPACING P SZE INED OOTER CLNST ( SF) (FT) SPACING (FT) TYPE -r `T v' (FT) TYPE 'T ON SLAB f ) 9~) ( ) ( ) 00 ON (9) ON fFT) 9D MPH EXPOSURE 11'-e' A 20 20 21 22 11-5" A 21 21 21 22 111-T A 21 21 21 22 10-11- A 22 22 22 22 19-e' A 22 22 22 22 101-5• A 23 23 23 T3 1D'-Y 5 23 23 23 23 9'-11- B 23 23 23 23 9'-9' B 24 24 24 24 9'A' B 24 24 24 24 B'-11' B 25 25 25 25 8'-7- C 2s 25 25 25 C 2fi 26 26 26 6'4T C 26 26 26 28 ]'-r C 2] 2 2] 2] 7'-6 C 2] ZI 2] 2) 7'4- D n 2 2 2 T-1' D 23 26 28 28 14'-Y A 21 22 23 25 13'-11' A 22 22 23 24 131-5' A 23 23 23 24 13'-0' 8 23 23 23 24 12'-8' B 24 24 24 24 124- B 24 24 24 24 12'-0- B 24 24 24 24 11'-9- B 25 25 25 25 11'-6" B 25 25 25 25 11'-1- C 26 26 26 26 19-e- C 26 26 26 25 1V-Y 2 2 27 4-r . 27 2> ; 22 ; 2] 4-4` 2B 2B e'-r J 28 28 28 8-B" 28 28 28 8'-5' 29 29 20 B'-2' 28 29 29 10 4 1T-r A 9'-3- A 18 10 19 18 10'-T A 19 20 21 22 17-11- A 21 22 23 24 4.5 16-1' A Y-1. A 19 19 19 19 10-5 A 20 20 21 22 12'-8 A 21 22 23 24 5 13'-T' A S'-11 A 20 20 20 20 10'-3- A 21 21 21 21 12'-5" A 22 22 23 24 5.5 1Y-4" A S'-e A 20 20 20 20 10'-0' A 21 21 21 21 12-2' A 23 23 23 24 6 11'-4` A S A 21 21 21 21 91-10 A 22 22 22 22 11'-11` B 23 23 23 24 6.5 10-5- A 34' A 21 21 21 21 9'-T A 22 22 22 22 111-8' B 24 24 24 24 7 9'-e' A 8'-Y A 21 21 21 21 A 23 23 23 23 11'-5' B 24 24 24 24 7.5 X-1. A 8'-0- A 22 22 22 22 9'-T B 23 23 23 23 11'-7 B 24 24 24 24 S 8'-6 A TAT A 22 22 22 23 9'-r B 23 23 23 23 101-11` a 25 25 25 25 9 7'-6 A T-6 A 23 23 23 23 8'-8- B 24 24 24 24 10-6" C 25 25 25 25 10 6'-9' A T-3' B 23 23 23 23 8'4' 0 24 24 24 24 1P-1- C 26 26 26 26 11 6-Y A 6-11' B 2 24 24 24 8'-P B 25 25 25 25 X-8- C 26 26 26 12 6-8- B 24 : 29 24 24 T-9' B 25 25 25 25 9'-3' O 2 2] 27 13 5'-T A e'-5- B 24 24 24 24 T'-6 C 26 26 26 26 8'41' C 27 27 27 14 4'4V A 6-T B 25 35 25 25 TJ' C 26 26 26 26 8'-8- D 28 28 2B J 15 A 6-IY B 25 25 25 25 T-0' C 26 26 26 26 8'4' D 28 20 28 1B A 6-tr B 25 ?5 25 25 6-tr C 27 27 27 27 B'-1' D 2a 20 28 -1T 4'4T A 6d' C 26 26 6.8' C 2 2] 27 27 T-1r 0 29 29 29 10 4 1T4T A 6-11' A 10 18 18 19 1VW A 19 19 21 21 12d" A 21 22 23 24 4.5 16-1` A 8'-1r A 19 19 19 18 1V-T A 20 2l1 20 21 124` A 21 21 23 24 5 13'-T A 64Y A 20 20 20 20 1V-r A 21 21 21 21 17-1' A- 22 22 23 24 5.5 1T4` A 649' A 20 20 20 20 r-r A 21 21 21 21 11'-11' A 22 22 22 24 9 11'-4- A 84' A 21 24 21 21 8'-T A 22 22 22 23 11'A` B 23 23 23 23 6.5 1V-6 A 8'-T A 21 21 21 21 9'-5' A 22 22 22 22 11'A- B 23 23 23 23 7 9'-6- A 8'-1- A 21 21 21 21 9'J- A 22 22 22 22 11'-3' 8 24 24 24 24 7.5 9'-1' A T41' A 22 22 22 22 4-1. B 23 23 23 23 11'4- B 24 24 24 24 8 8'-6 A T-r A 22 22 22 22 8'-11' B 23 23 23 23 10'-10- B 25 25 25 25 9 7'£ A TS A 23 23 23 23 e'-T 8 24 24 24 24 1V-5` C 25 25 25 25 10 6-9' A T-T B 23 23 23 23 8'-3- B 24 24 24 24 tV-1- C 26 26 26 26 11 B'-Y A T4T B 24 24 24 24 8'-0" 8 25 25 25 25 r-0- C 26 26 26 26 12 5'-8` A 6-r B 24 24 24 24 T-r B 25 25 25 25 9-4" C 27 2 2 27 13 5'-Y A 6E' B 25 25 25 25 rd C 26 26 26 26 9-0- D 27 2 27 2 14 4--1 r A 64" B 25 25 25 25 74' C 20 26 26 26 8'-r 0 28 28 28 28 15 4'-6 A 6-1- B 25 25 25 25 T-1- C 26 26 26 26 B'L' D 128 28 28 28 16 A 5-11- C 25 25 25 25 6'-11' C 27 2 27 2 B'-3' D 28 2B 28 28 17 4'4T A 6-r C 26 26 26 26 6-r C 27 27 27 27 6'4Y D 28 29 29 28 'Roll Formed Fascia (1=0.040") TA26 6.5" Roil Formed Fascia TA38 6' Allme t Extruded Fascia TA31 Attached Freestanding or Attacried Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Multispan Units MAX MAXPOSr LENGTH MAX MAX POST LENGTH MA% MAX POST LENGTH POST MIN FOOTER 8' I 10 I 12 POST MIN FOOTER 0' I 10' I 12 POST MIN FOOTER S' I 1o I 1Y PACING PO SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING PO SIZE CONSTRAINED FOOTER (PT TYPE 1. V' 'd 'tl' (Pn TYPE 'C "8" 'd `C (FT) TYPE 'd" "a' 'J' 'd' (iry M) fin) On) M) (Inl On) 0) IN ON (m) (m) 25 4 T-2" A e'-3- B 18 18 18 19 10'-4" C 19 19 21 21 11'4" C 20 21 22 23 45 6'-4- A T-10- B 18 18 18 19 8'-9" C 20 20 20 21 10'-11. C 20 21 22 23 5 5'-r A 7'-5" B 19 19 19 19 9'-3" C 20 m 20 21 10'-5- D 21 21 22 23 SE 5'-7 A 7'-1- B 19 19 19 19 8'-1r C 2D 2D 20 21 9-11- D 21 21 21 22 6 4'-9" A 6'-r C 19 19 19 19 6-6 D 21 21 21 21 41" D 21 21 21 22 65 4'-5- A 6'-6" C 19 19 19 19 B'-2- D 21 21 21 21 9-1" D 22 22 22 22 7 4'-P A 6-Y C 20 20 20 20 T'-10" D 21 21 21 21 B'-B" D 22 22 22 22 7.5 3'-10' A 6-1' C 20 20 20 20 T-7' D 21 21 21 21 8'-B' 0 22 22 22 22 8 3'4' A 5'-10' C 20 20 20 20 7'-4' D 22 22 22 22 B'J" D 23 23 23 23 8 3'-7 A 5'-6" D 21 21 21 21 61-11- 0 22 22 22 22 T-9- D 23 23 23 23 10 7-10- A 5'-3" D 21 21 21 21 6'-0` D 23 23 23 23 7'-4' D 23 23 23 23 11 Y4" A D 21 21 21 21 6-3" D 23 23 33 23 T-0 D 24 24 24 24 12 2'4" A 4'-B- D 22 22 22 22 6'-0- D 23 23 23 23 6'-6" E 24 24 24 24 13 2'2" A 4'-]- D 22 22 22 22 64 0 24 24 24 24 B'-5' E 24 24 24 24 9D MPH EXPOSURE C 25 4 T-7 A 8'3" B 18 18 1B 19 14-Y C 19 19 21 21 11'-4' C 20 21 22 23 4.5 6'4" A 7'-10- B 18 16 18 19 9'-9' C 20 20 20 21 11Y-11- C 20 21 22 23 5 5'-9- A T-5" B 19 18 18 18 9'J- C 20 20 20 21 10'-5- D 21 21 22 23 55 5'-2' A 7'-1' B 19 19 19 19 81d0' C 20 20 20 - 21 9'-11" D 21 21 21 22 6 4'-9' A 6-9" C 19 19 19 19 D 21 21 21 21 9'E" D 21 21 21 22 e5 4'-5' A 6-0" C 19 18 19 19 8'B- 0 21 21 21 21 9'-1- D 22 22 22 22 7 4'-1" A 6'-3" C 20 20 20 20 7'-10" D 21 21 21 21 8'-e- 0 22 22 22 22 7.5 3'-10" A e'-1. C 20 20 2D 20 7'-0" D 21 21 21 21 8'-6` D 22 22 22 22 8 3'-T A 5'-10' C 20 20 20 20 T-4" D 22 22 22 22 8'-3- D 23 23 23 23 9 3'-T A 5'-6- D 21 21 21 21 6-11" D 22 22 22 22 T-9' 0 23 23 23 23 10 2'-W" A 5'-3- D 21 21 21 21 6-T D 23 23 23 23 T-4" D 23 2J 23 23 11 2'9' A 64Y D 21 21 21 21 6-3' D 23 23 23 23 T'-r D 24 24 24 24 12 2'4` A 4'-e- D 22 22 22 22 6-0' D 23 23 23 23 E 24 24 24 24 13 2'-T A 4'-T D 22 22 22 22 5'-9- D 24 24 34 24 E 24 24 24 24 30 4 6'-0' A T'-7- B 17 17 18 19 9'-5- C 19 18 ED 21 10'-7" D 19 21 22 23 4E 5'4' A T-2' B 18 18 18 18 8'-11' C 19 12 20 21 10'-0" D 20 20 22 23 5 4'-10- A 6-8- C 18 18 18 18 8'-5" D t9 18 2G 20 9'-e- 0 20 20 21 22 55 4'-4- A 6'-5' C 18 10 18 18 8'4" D 20 20 20 20 9'-0' D 21 21 21 22 6 A 6-Y C 19 19 19 19 T-r D 20 20 _ 20 20 8'-B- D 21 21 21 22 5.5 3'-8' A 5'-11' C 19 18 18 19 T-S 0 20 20 20 20 11' D 21 21 21 22 7 3'-5` A 5'-r C 19 19 19 19 T-7 D 21 21 21 21 8'-T D 21 21 21 21 7.5 3'-2' A 64T D 19 18 19 19 -6-11' D 21 21 21 21 T-r D 22 22 22 21 8 3'-0` A 54' D Xi 20 20 26 63' D 21 21 21 21 T-r D 22 22 22 22 9 Zit` A 5'4T D 20 20 20 20 64' 0 21 21 21 21 T-1- D 21 22 22 E 10 2S' A 4'-r D 20 A A 20 6-0• D 22 22 2 22 6-8` E 2"3 23 23 23 11 YS A 4'-T D 21 21 21 21 5'$• D 23 12 22 2 6-s' E Y4 23 23 12 24T A 44' 0 21 21 21 21 5~5' D 23 23 D 23 6-1` E ZJ 23 23 80 MPH EXPOSURE C 30 4 6-0' A 8 17 17 10 19 9-S C 19 19 20 21 23 4 5 54- A 7'-Y B 18 18 18 18 8'-11• C 19 19 20 21 10' 3 `r3 . 5 4'4r A 6-91 C 18 18 18 18 81-5' 0 19 18 20 20 r • • • 211, ' - r D 55 44- A 6-5' C 18 18 18 18 -1 3 D 20 20 20 20 4 - - ~ ` 8 4'-V A 6-Y C 19 19 19 19 ]'-r 0 20 20 20 20 8 8` T p 25 <12 5.5 3'-0' A 5'-11' C 19 18 19 19 T-5' 0 20 20 20 20 !1' ' 1 t 21 22 ' T 3'-S A 5'-r C 19 19 19 19 T-Y D 21 21 21 21 32TJ 21 21 7.5 T-T A 5'-6 D 19 19 19 19 6-11" D 21 21 21 21 T=r ~2 4~y I W 22 i 6 Y-0' A 54' D 20 20 20 20 6.8- D 21 21 21 21 y6'- . ~ 41i V Y Z1i- 9 2'-8- A 6-0` D 20 20 20 20 64" 0 21 21 21 21 rj -_D` 22 2 22` 10 2.5' A 4'-r D 20 20 20 20 0 22 22 22 22 61 C `,211 " 23 ' •°Y3` v 11 2'-Y A 4'-T D 21 21 21 21 D 22 a 2 22 6-5' j~='l " 13. , •7s , 12 2'4T A D 21 21 21 21 D 23 23 23 9 6-1' x,23-1 .iim. 23 Page 3 of 29 4.v rw 1 arre.urw rvrt r TABLE 2.1 LNE TRIG MAX POSr (P9FD w(F'p SP CIIJG FOR ON SUB SLAG (F'0 n!"Roil nn 5R MAX POST sPA CiNG (FT) M For1n4mmetl Fascia ascia Attached Structure MIN Po8T FBILER TYPE 'd 6n) nL t.wcrtT uullr. (t=0.040') TA26 Freestanding or Multispan Units MAX POSrLENGTH CONSTRAINED i00TER Y (inl 9n1 f ) • nL5 r.~ 6.5" Roll oll F Formed Fascia TA38 Attached Freestanding or Structure MUltispan Units MAl( MAX POST LENGTH 3PACIIJG POST FSIZER CONSTRAINED TOOTER (FT) ttPE '6' 'B' "C "d' 9n) (in) 9n) (in) r..._.._ 5' Allmet Extruded Fa Attached Structure MAX SPACING POIN FS¢ER (Fn TYPE V (in) scia TA31 Freestantling or Multispan Units MAX POST LENGTH CONSTAINED FOOTER 'd .s 'd (in) 6n) (in) TABLE 2.1 LIE TRIG MPX POST (P6 ~IFT) SPACING FORD ON SLAB SLAG fP0 5" Roll Formed Fasci Attached Structure MAX SPACING PoIN FOOTER (FN TYPE "R' (in) a (t=0.04d') TA26 Freestanding or Multispan Units MA%POSrLENGTH CONSTRAINED FOOTER 'C 'C (inl (in) (in) 6.5" ROII Formed Fasc Attached Structure MAX SPACING POTS( FS~ZER (Pn TYPE 6n) ia TA38 Freestanding or Muftispan Units M4X POST LENGTH CONSTRAINED FOOTER Y V -d (In) (in) (in) 6" Allmet Extruded Fa Attached Structure MAX SPACING POIN FS~ZER (F~ TYPE Y Sint scia TA31 Freestanding or Multispan Units MPX POST LENGTH CONSTRAINED FOOTER "d 'tl" •T on) 9n) ( ) 10 4 17'-0' A B'-2' A 19 19 19 20 9-4" A 20 20 21 22 114" A 21 Z2 23 24 4.5 154" A F.D. A 19 19 19 20 9'-3" A 20 20 21 22 11'-2" A 22 22 23 24 5 13'-7 A 7'-11' A 20 90 20 20 9'-1" A 21 21 21 22 11'-0- A 22 22 23 24 5E 12'4" A 7'-9" A 21 21 21 21 8'-1V A 22 22 22 22 10'40- A 23 23 23 24 6 11'4' A T-0" A 21 21 21 21 B'-9- A 22 22 22 22 10'-S- A 24 24 24 24 65 10'-5• A T-e" A 22 22 22 22 8'-T A 23 23 23 23 last A 24 24 24 24 7 9'-8• A T-4• A 22 22 22 22 e'-5• A 23 23 23 23 to'-3" B 24 24 24 24 T5 9'-1' A T'-2" A 22 22 22 22 8'-3" A 23 23 23 23 19-1 B 25 25 25 25 B 6-6 A 7'-1' A 23 23 23 23 0'-1' A 24 24 24 24 91-19' B 25 25 25 25 9 7'-6 A e'-10- A 23 23 23 23 T-10" 8 24 24 24 24 9'-6" B 26 2B 25 25 10 6'-9" A 6'-7" A 24 24 24 24 7'-7" B 25 25 25 25 9'Q' S 27 27 27 27 11 6'-7 A 6'4" B 24 24 24 24 T-4" 8 25 25 25 25 B'-10' C 27 27 27 27 12 5'-e• A 6'-2• a 25 25 25 25 7'4• B 26 26 26 26 8'-7 C 28 28 28 28 13 51-2 A 5'-11' B 25 25 25 25 VAT B 26 26 26 26 8V" C 28 28 28 28 14 4'-10' A 5'-7 B 25 25 25 25 V's- C 27 27 27 27 e'-0" C 28 28 26 28 15 4'-T A 5'-T 0 26 2B 26 26 6-5' C 27 27 27 27 T-9' C 29 29 29 29 20 4 841- A 8'6" A 16 18 - 18 19 10'-3" 8 19 19 21 21 111-6" B 20 21 22 23 AS 7-11• A B'-0' 8 18 18 t8 19 10-0 8 20 20 20 21 11'-1' C 21 21 22 23 5 T4• A 7'-T B 19 19 19 19 91-V B 20 20 20 21 10'-8" C 21 21 22 23 5.5 6-5• A r-T B 19 19 19 19 9'd• C 21 21 21 21 1D'-7 C 21 21 22 23 6 V-1v A 6-11• B 19 19 19 19 8'-8' C 21 21 21 21 9-9- O 22 22 22 22 6.5 5'E' A 6-0- B 20 20 20 20 8'<• C 21 21 21 21 9-4- C 22 22 22 22 7 S.A. A 6-5' B 20 20 20 20 0'-T C 21 21 21 21 91-0" D 22 22 22 22 lis 41-9' A 6-r B 20 20 20 20 T-T C 22 22 22 22 B'-8" D 22 22 22 n 8 4'-S A B 20 20 20 20 T-6• C 22 22 22 22 B'-5" D 23 23 23 23 9 3'-11' A F-8' C 21 21 21 21 T-1' 0 22 22 22 22 7'd1- 0 23 23 23 23 10 3'E' A 5'-4' C 21 21 21 21 6.9' D 23 23 23 23 T-B' 0 24 24 24 24 11 3'-7 A 5'-1' C 21 21 21 21 6'-5' D 23 23 23 23 ]'-2' D 24 24 24 24 I 12 7-11- A 4'-11• C 22 22 22 22 6'-2 0 23 23 23 23 6-10' D 24 24 24 24 13 7E' A 4'-8- 0 22 22 ZZ 22 5'-11' 0 24 24 24 24 64" D 25 25 25 25 20 4 A A 18 18 18 19 19-6 B 19 19 21 21 11'-6- B 20 21 22 23 4.5 T-11- A B 18 18 18 19 10-0 0 20 20 20 21 11'-P C 21 21 22 23 5 T-1" A T-T B 19 19 19 19 9'S 0 20 20 20 21 10'-8' C 21 21 22 23 5.5 6E" A T-8 B 19 18 19 19 9-1" C 21 21 21 21 10-7 C 21 21 22 23 8 9-11• A 6-11• B 19 19 19 19 8'-S' C 21 21 21 21 B-r C 22 22 22 22 85 6-S A 6-0• B 20 20 20 20 84- C 21 21 21 21 r4' C 22 22 22 22 7 6-1- A V-5- B 20 20 20 AI 8'4T C 21 21 21 21 r4 D 22 22 22 22 7.5 4•-8- A 6-7 a 0 21 M 2b T-V C 22 Z2"' 22 23 8'-W D 22 22 Z2 22 8 4'-5• A F4T B 20 20 21 20 TS C 22 22 - 22 22 8'S• 0 23 23 2T 23 9 3'-11- A 5'd' C 21 21 21 21 T-1• D 22 22 22 22 T-11' 0 23 23 23 23 10 3'-0• A 5.4• C 21 21 21 21 6'-9- 0 23 23 23 23 TA' D 24 24 24 24 11 3'-2 A 5'-1• C 21 21 21 21 6'-5' 0 23 Z3 23 23 7-2 D 24 24 24 24 12 2-11- A 4•-11' c 22 22 22 22 6-7 D 23 23 23 23 6.10" D 24 24 24 24 13 7.6 A 4'-B- 0 22 22 22 22 9-11- D 24 24 24 24 6'-T D 25 25 25 25 14 7E' A 4'8 D 22 22 22 22 5'-8- D 24 24 24 24 64' 0 25 25 25 25 lstKtKXL wfl I KVV I IVKJ YVK I KCJC I A04ZQ 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2- CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM TABLES 1.1 TO 1.14 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 CALCULATE FROM TRIBUTARY DIAGRAM ON TA02 PAGE 2 OF 8 6. CHOOSE A HEADER FROM TABLE 2.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 90 MPH EXPOSURE C 40 4 4'-6" A 6'-7" C IT 17 17 18 8'-7 D 18 18 1B A 9'-7 D 19 20 21 22 4.5 4'-0" A 6'-2 C 17 17 17 10 T-9- D 18 18 19 A 8'-8- D 19 20 21 22 5 3'-7" A 5'-10" C 17 17 17 17 T-4' D 19 19 19 20 V-3 0 19 19 21 21 5.5 3'-3" A 5'-7• C 17 17 17 17 T-r D 19 19 19 20 T-1D• 0 20 20 20 21 6 3'-0- A 54' D 18 18 10 18 V-8' D 19 19 19 19 TE- D 20 20 20 21 6.5 7-r A 6-2' D 16 18 18 18 6-5" D 19 19 19 19 T'-2" D 20 20 20 21 7 2-T A 4'-1V D 18 18 t8 18 6'-2- D 20 20 20 20 6'-11' D 20 20 20 21 7.5 7-5- A 4'-8' D t8 18 16 18 61-0" D 20 20 20 20 6'-8- E 21 21 21 21 8 2'-3" A 4'-8" 0 19 19 19 1B 5'-9" D 20 20 20 20 61-6" E 21 21 21 21 9 2'-0" A 4'-4" D 19 19 19 19 5'-S 0 20 20 20 20 6'-P' E 21 21 21 21 10 1'-9- A 4'-Z' 0 19 19 19 19 5'-7 E 21 21 21 21 5'-t0' E 22 22 22 22 11 1'-T' A 3'-11' 0 20 20 20 20 V-11' 1 E 21 21 21 71 5'-6 E 22 22 22 22 60 4 3'-0' A ]'-4" D 19 19 19 ZO 6-e' 0 19 19 20 21 >'-e• D 20 21 22 23 45 2'-8• A T-7 D 20 20 20 20 614• D 19 19 20 21 7'-P D 20 GO 22 23 5 7-5- A 6'-e" E 20 20 20 20 6'-0- D 20 20 20 21 6-8- D 20 20 21 22 5.5 T-2• A V-5- E 21 21 21 21 5'-8' D 20 20 20 20 61-5• E 21 21 21 22 6 2'-T A 6-2" E 21 21 21 21 5'-5" D 20 20 20 20 F-1. E 21 21 21 22 65 1'-10" A 5'-1P E 21 21 21 21 5'-3• E 20 20 20 20 5'-11' E 21 21 21 22 7 1'-r A 51-T E 22 22 22 22 51-1" E 21 21 21 21 5'-8- E 21 21 21 21 7.5 1'4" A 5'E' E 22 22 22 22 4'-11" E 21 21 21 21 5'-6" E 22 22 22 22 6 1'E" A 54" E 22 22 22 22 4'-9• E 21 21 21 21 5'4- E 22 22 22 22 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4. 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 6.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 2.1 SLAB 8. USE THE SMALLER OF THE SLAB SPACING OR HEADER SPACING SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE OVER- HANG TABLE 22 TRIBUTARY WIOTIIS FOR SINGLE SPANATTACHED STRUCTURES PR W ECTION OF SINGLE SPAN STUCTURES (FT( (FT) B' V IF 11 12 13' 14 15' 16 17' 10' tY 20 21' 22' 23' 24' 25 0' 4' 4.6 5' 5.5 6' as 7' 7.5 8' 85' 9 as. IF 10.5' 11' 11 5• 17 12.5' - 1' 45 F 5.5' e' 6.5' T 7.5' V as 9' 95 10 10.5' 11' 11.5' 17 12.5' IT 2' 6 5,51 6 as. T 7.5' 8' as 9 9.5' 10' 10.5' 11' 11.5 17 12.5' IT 13.6- 1. 5.6 6 as T 7.5' 8' 0.5' 9' ss 1O Its IT 11.5 12 115 13' 13.6 14- 4 ' 6 6.5' T 75' e' S.S. 9 9.5' 1o' 10.6 H. 11.5 17 125' 13' 13.5' 14' 145' 5' as T T.5' e' B.S. 9 95' 10 10.5' 11' 11.5 17 125 13' 13.5' 14• 14.5' 15 6 T 7.5' 0' as 9 BE. 19 10.5' 11 11.6 12 Its 13' 135' 14' 145 IF 15.5- T 7.5' 8' as 9' 9.5' 10 ISE, 11' 11.5' 17 12.5' 1T 13.5' 14 14.5' 19 15.5' 16 8' 8' 8.6 9 9.5' 1o' 10.5' t1' 11.5 17 12.5 13' 13.5' 1C 145 15' 15.5' IV 16.5- W as r as 1o' 10.5' 11' 11.5 17 12.5' 13' 135 14' 14.5' Is 15.5' 16 16.5' IT 10 r as to' 10.6 it' 115' 17 12.6 17 13.6 14' 14.6 16 15.5' 16 10.5' IT 11's TABLE 2.4 Post Requirements for Freestanding Structures Post Description Max Heigh POST 0.043"x3"x3" Steel Clover 8' 0.188"x3"x3" uare Steel 18 G 0.1804x4" uare Steel 18 t 0.188x5Square Steel T8 5 pulTOLS ~)ria f'RODl1CTS 227 South Town East Blvd Mesquite, TX 75149 (972) 285.8811 F(972) 882.8818 , ~t oT .C1 h • ic -3 `"MAR 2 3 20115r Putnam Engineering 3441 Ivylink Place Lynchburg, VA 24503 (4341384-2514 carlouMamr✓Dadeloh ta.net Page 4 of 29 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN NORMAL LIVE TRIB MA% POST MfOr MA% POST LENGTH I J M4X JMAX POSE LENGM MA% MAX POST LENGTH 11 LIVE TRIG MPX POET MAX LOAD WIDTH PoST REO'0 POST MIN FOOTER e' I 10 I IT POST MIN FOOTER 0' I 10 I 1Y POST JMIN FOOTER 8' I 10' 12 LOAD WIDTH POSE PRE= j (PSF) (FT) SPACING FOR EPACING POST SRE CONSTPAIN FOOTER EPACING POST E¢E CONSTe I ED FOOTER PA I PO S¢E CONSrtAINED FOOTER (PSF) (Fn SPACING FOR EPACIN ON SLAB SLAB (FT) TYPE 'T V' `T (FT) TYPE -T -C I 'T I 'T (Fn TYPE "T "C I _6` I 'T ON SLAB SLAB (FT) 10 4V 14 Wlr-0 ✓ A 13-11" A 21 21 21 22 4.5 15'-1 A 13'-8 A 22 22 22 22 5 13'-7" A 13'-5' A 23 23 23 23 5.5 124- A 13'd` B A 23 23 23 6 111- A 12-16 B 24 24 24 24 6.5 to-5" A 12-6 B 24 24 24 24 7 9'-8` A 17-2' B 25 25 25 25 7.5 9'-1- A N'-1P 0 25 25 25 25 8 8'-6' A 11'-8' B 25 25 25 25 9 TE A 111-1- C 26 26 25 26 10 6'-9' A 10'9" C 25 26 26 26 11 6'-7 A 19-1- C 27 27 22 22 12 51-8- A 9-8' C 27 27 22 27 13 5'-T A 9'-3" D 29 28 28 28 14 4'-10' A 8191" D 28 28 20 28 15 4'-6" A 8'-7" D 28 28 20 28 16 4'-3' A X-C 0 29 29 29 29 9 4'4T A B''-1" 0 29 29 29 29 15'-8' A 22 22 23 24 15'-3- B 23 23 23 24 14-9 B 23 23 23 A 14'-3' 6 24 24 24 24 13'-11' B 24 24 24 24 13'-6- B 25 25 25 25 13'-2- B 25 25 25 25 12'-iP C 26 26 26 25 12'-T' C 26 26 25 26 t2'-2` C 27 22 27 27 11'-9' D 27 27 27 27 11'4" 0 28 28 28 28 11-9 0 28 26 26 28 ID'-e' D 29 29 29 29 19J" D 29 A 29 29 9-11' D 30 30 30 30 9'-7` 0 30 30 30 30 9'1' D 30 30 30 30 12-11- A 21 22 23 24 17-8" A 21 22 23 24 12-5 A 22 22 23 24 12-1" A 23 23 A 24 11'-10" B 23 23 23 23 11-7- a 24 24 24 24 11'1" B 24 24 24 24 11'-0' B 24 24 24 24 19-9 a 25 A 25 25 10'-4" B 25 25 25 25 91-11' C 26 26 26 26 9'-6• C 26 26 26 25 T-T C 27 27 27 27 8'-11' C 27 27 27 27 8'-]" D 27 27 27 27 61-3' D 28 28 26 28 8'-6 D 28 28 26 28 T-e" D 28 28 28 28 10 tuu 4 mm 4.5 5 5.5 6 55 7 7.5 0 9 10 Eir dune 15'-1` 13V- 124' 114` 10-5` 9'-8- 9-1- 8'-8" T5- 6-9- v A A A A A A A A A A A 17-1 3" 12'-6 12'-3` 12-0' 11'-6 11'5' 11'-3` 11'-9 101-9' 104' 9'-11" A A A B B B B B B C 21 21 22 23 23 23 24 24 25 25 2B 21 21 22 A 23 23 24 24 25 25 26 21 21 22 23 A 23 24 24 25 A 26 21 21 22 A A 23 24 24 A 25 26 14'-3' 141 13'-9 13'-6" 13'-3- 4'-11- 17-8" 17-S 12'-2' 11'-8- 11'-T' A A B B B B B B C C C 21 22 A 23 24 24 25 25 26 26 27 21 22 23 A 24 24 25 25 26 26 27 22 22 23 23 24 24 A 25 26 26 27 A A A 23 24 24 25 25 26 26 27 11'-9" 119" 114' 11'-1' 10'-10" 10'-8" 10'-5' 19-7 10'-0` 9'J' 9'd" A A A A A B B B 8 B 6 20 21 21 22 22 A 23 24 24 25 25 21 21 21 22 22 23 23 24 24 25 25 22 22 22 22 22 23 A 24 24 25 25 23 23 23 23 23 A 23 24 24 25 25 11 12 13 14 15 16 17 6'-7 51S' 5'-2" 4'-10' 4'S 4'-3" 4 A A A A A A A 9-6- 9-2" 0'-10` 8'S- 8'-3" 8'-0" T-9" C C 0 D D D D 26 27 27 27 20 20 28 26 27 27 27 28 28 20 26 27 27 in 28 28 28 26 27 27 27 20 28 2B 10'-11Y 19-6 10'-1" 9-9- 9'S" 9-3" 9-0' D D D D O D D 27 28 28 29 A TB 30 27 28 28 29 29 29 30 27 28 28 29 29 29 30 27 28 28 A 29 29 30 8'-10' 8'-7" 84` 8'-1- T-16 T-T T-5- C C C C D D D 26 26 27 27 27 28 28 26 26 27 27 27 28 20 26 26 27 27 27 20 28 26 26 27 27 27 28 A 10 w mHt 4 4.5 5 5.5 6 6.5 EAeM1w 1T-0" IVA- 13-T 1T4" 11'4" 10-5" L- A A A A A A 1T4" 17-7 11111" it'-6 11'-6 11'-3 A A A A 8 8 TO 21 T2 T2 A A TO 21 T2 T2 23 A TO 21 T2 A A A 21 21, 22 22 A A 13'-16 13-0" 13 a" 13'-T 12-11' 1T-9' A A A B 8 B 21 T2 A A 24 24 21 T1 23 A 24 24 T2 T2 A A 24 24 A A A A 24 24 11'5" 11'-3' 11'-1' 16-1T 19-0' 117-5 A A A A A A 20 21 21 22 22 A 21 21 21 22 22 A T2 A 22 22 A 23 A A A A 23 A 7 7.5 8 9 10 11 12 13 14 15 16 17 9-0" 9-1- 0'S" T-6 B-9' 6-27 5'b" 6-7 4'-16 4'-6 4'.T' 4'-0" A A A A A A A A A A A A 11.4. 10'-10' 19-0' 19-3' 9-11- 9-T 9-3" 8'-11' B'-0' 8'-5` 6'-T T-11" B B 8 B C C 0 C 0 D D D 24 24 25 25 26 26 27 27 28 28 28 T9 24 24 25 25 26 26 27 27 28 28 28 29 24 24 25 25 26 26 27 27 28 28 20 29 24 24 25 25 26 26 27 27 20 20 28 A 12-6- 17-3' 1T-D' 11'-T 11'-T 19-19 105- 19-7 8-19 9-T 94- W.I. B B C C C 0 0 D D 0 D D 25 25 26 26 27 27 28 20 29 29 30 a0 25 25 26 25 27 27 28 20 29 29 30 30 25 25 26 26 27 27 20 28 T9 A 30 b 25 25 26 26 27 2] 28 28 29 A 30 30 19-3- 19-1" 9-16 9-6` 9'-7 8'-19 0'-T 84' 8'-1" T-11` T-0' r4 B B B 0 B C C C C 0 D D A 24 24 25 25 26 26 27 27 27 28 28 23 24 24 TS 25 26 26 27 27 27 28 28 A 24 24 25 25 28 25 27 27 27 20 28 23 24 24 25 25 26 26 27 27 27 28 28 Fascia TA32 TAT 7"x 0.050" ROII Formed Fascia TA32 Sampson Gu[ter Fascia TA40 2011 Formed 'hed E Freestanding or hed Freestanding or Attached Freestanding or cure Multispan Units ture Multispan UnHs Structure Multispan Units MAX POST LENGTH MAX POST LENGTH MAX MAX POST LENGTH 30TER 8' ' 19 1 12 J OOTER 8'.I 10• I IT POST MIN FOOTER B' I 19 I IT SIZE CONSTMINED FOOT ER ~P-ING SVE: CONSTRAINEDFOOTER SPAC PO QE CONSTRAINED FOOTER 'T "T V V 'T "6' (FT) TYP -C V 'T V (in) (in) (in) (n1 (in) (n) On) (in) (n) (in)) (n) (in) 20 21 22 117-19 C 20 21 n 23 25 4 7'-T A 11'-5" C 20 20 20 21 12-5 0 20 45 E-4- A 10-10' C 20 20 20 20 D 21 21 21 22 1D'-S C TD 21 22 23 5 5'-9" A 10-1 D 21 21 21 21 115" D 22 22 22 22 9'-1' C 20 20 21 21 5.5 5'-2" A 9'-10" 0 21 21 21 21 11'-2- 0 22 22 22 22 7-5" D 21 21 21 22 6 4'-9" A 9-5" D 21 21 21 21 19-10" D 22 22 22 22 9-7 D 21 21 21 22 6.5 4'-S A 9'-6 D 22 22 22 22 10'-5•' D A A 23 23 8'-0' 0 21 21 21 22 L 7 4'-1- A 8'-9' D 22 22 22 22 10'-0" D 23 23 A A 6'-4" D 22 22 22 21 7.5 3'-10" A 81-5" D 22 22 22 22 -8' 0 23 23 23 23 6-1" D 22 22 22 22 8 3'7` A 8'-2- ' D 22 22 22 22 91-5" D 24 24 24 24 T'-19 D 22 22 22 A 9 3'-2' A T-0" D 23 A A 23 e'-10" E 24 24 24 24 7'-4` 0 23 23 23 23 10 7-10- A 7'-3 D 23 A 23 23 8'S•' E 24 24 24 24 7'-0- D 23 A 23 A 11 T-0" A 6'-11" 0 24 24 24 24 F-8' E 25 25 25 TS 6-8" D TJ 23 A 23 12 2'-4" A 6'-8" E 24 24 24 24 T-8" E 25 25 25 25 6'-5- D 24 24 24 24 13 2'-Y' A V-5" E 24 24 24 24 7'-4- E 26 26 25 28 6'-2' E 24 24 24 24 25 90 MYH 4 4.5 5 55 V.YVJV RE 7'-2- 6'-4" 51-9" 5'-T' C A A A A 118 19-10" 104" 91-IT C C D D 20 20 21 21 20 20 21 21 20 20 21 21 21 20 21 21 iT-5" 111-11" 11'-6' ii'-7 D D 0 D 20 21 Z2 22 20 21 22 22 21 21 22 22 22 22 22 22 10-1P 19-5' 9-10 9'S" C C C D 20 20 20 21 21 21 20 21 22 Z2 21 21 23 23 22 22 6 6.5 7 7.5 8 9 ID 11 4 13 4'-9' 4'-5" 4'd" 3-19 3'-T 3'-7 2'-10" 2'-T' Y4" YQ' A A A A A A A A A A 9'S" 7-0" 6'-e" 6'-5" 8'-T 7'-e" T-3" 6'-11" 6-6' 6'-5' D D D D D 0 D D E E 21 22 22 22 22 A A 24 24 24 21 22 22 22 22 23 23 24 24 24 21 22 22 22 A 23 23 24 24 24 21 22 22 22 22 23 23 24 24 24 1 19-10' 10'-5" 101-0" 9'-8' 9'-S 81-10" 8'-5- 8'-9' 2'-8' 1 7'1' 0 0 0 D D E E E E E 22 A 23 23 24 24 24 25 25 26 22 A A 23 24 24 24 25 25 26 22 23 23 23 24 24 24 25 25 26 22 23 23 23 24 24 24 25 25 26 1 9-0- 61-8" 8'-4" W.I. 7140' 74' 7'-0" 6-8' 6'-5" 6-2" 1 D D D D D D 0 D D E 1 21 21 22 A 22 23 23 23 24 24 21 21 22 22 22 A 23 23 24 24 21 21 22 22 22 23 A A 24 24 22 M 22 22 22 23 23 A 24 24 YV MYI4 GYVJVne o D 20 20 21 22 10'-1" C 19 20 A 23 30 4 6'-0" A 10-6 D 19 19 19 20 4.5 54' A 9'-11" D TO 20 20 TO ll'~Y D 21 21 21 22 9'-6" D 20 20 21 2i 5 4'-10' A 9'-5- 0 20 20 20 20 0 21 21 21 22 9'-0" D 20 TO 21 22 5.5 4'-4" A 9'-0" D 20 20 2O 20 D 21 21 21 21 8'-T D 20 TO 21 22 6 4'-W A 8'-T 0 21 11 21 21 D 22 A 22 22 8'-3' D 20 20 21 21 6.5 3-8' A 8'3" D 21 21 21 21 H D 22 22 22 A T-11" 0 21 21 21 21 7 3'-5' A T-11" 11 21 21 21 21 D A 22 22 T2 T-T D 21 21 21 21 7.5 3-T -A Td" D 33 22 TT 22 E A A A A Ti" D 21 21 21 21 3'-0' A rb 0 A 22 A T2 E 23 A A A T-T D 21 21 21 21 Y-0' A T4T D A 22 23 E A A A A 6-8" D 22 T2 22 T1 T5" A 6-0" E A A A A E 24 24 24 N S5' D TT 22 TT 22 11 T-2' A 6-4' E A A A A T4" E 24 20 24 24 S-1' E A 12 T-0" A S-i' E A A A A T4 E 24 24 24 24 S-18- A 90 MPH EXPOSURE C ' - D 20 20 21 22 0'- f S 3 30 4 6'-6 A 10'-6- D 19 18 19 20 11 -B e 4 5 54' A 9'91" D 20 TO 20 20 11'-T D 21 21 21 2T .-D To , . 5 4'd9 A 9-5- 0 A 20 20 20 19-10" D 21 21 21 A ` 0 I 5 5 44' A 9'-0" D 20 20 TO 20 104' D 21 21 21 21 }6 T . fi 4'-9 A 8'-7' D 21 21 21 21 9-1P D 22 22 22 22 1 ' D -3 - 21 ` 21V ' 6.6 3'-8" A 8'-3` D 21 21 21 21 91-fi" ' 0 A 22 22 22 A 22 22 22 X~11 (T T 0 4 1 1 21 jj^ O 21 y- 2~i 7 3'-S A ]'-it" 0 21 21 21 21 9 -T D A ` ' " N l V J . 7 5 3-7 A T-8` D A 22 22 22 0'40' E A 23 A 23 ~ ,A i 1 1 r . - 2 7- 8' E A A A 23 iR 21 . 21 Ohl r A T-S D TZ 22 22 2 - Q ~ 12a Y2' Y2 9 2'-B' A T-0" 0 A 22 22 22 8'-1. E A A 23 23 ~1 Sao ~C 1 _ 22 t0 7-5- A 6'-8" E A A A A T-8' E 24 24 24 24 6-S DA l;~ l 11 Y.T. A E 23 23 A A 7'4" E 24 24 24 24 T.I. 12 A 6-1. E 23 A 23 A T-0' E 24 24 24 N 5'-16 E A A A A Page 5 of 29 I1C TAI 7"x 0.040" Rol) Formed Fascia TA32 TAI 7"x 0.050" Roil Formed Fascia TA32 Sampson Gutter Fascia A40 TAI 7"x 0.04(Y" Roll Formed Fascia TA32 TAf TX Q050' Roil Formed Fascia TA32 Sampson Gutter Fascia A40 TABLE 2.6 Attachetl Freestanding or Attached Freestanding or Attached Freestanding or TABLE 2.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Muttispan Units Structure Multispan Units Structure Multispan Units Structure Multispan Units Structure Multispan Units Structure Muttispan Units. LIVE TRIB M4X POST MAX MA%POST LENGTH MAX MAX POSrLENGTI MAX MAX P06r LENGTH LIVE TRIG MAX Posr MAX MAX POST LENGTH MAX ~ MAX POStLENGTH MAX MAX POST LENGTH ) M POST M IN F T R T . F i F R I 10 F I OST N F R z F I 10 OA O I EG N OOTS R I T o 60 R 8. 10 17 I F FORT M N OOTE P R 7 F (PSF ) (FY) SPACING FOR SPA NG POST 52 E OOER . WNED SPACING PO ST SUIE OOER INED CONST SPACING PO BRE OO E R CONSr INED (PSF FT) SPACING FOR SPACING O 6¢E CON6r INEO OOTER SPACING POST 12E NEO OOER CONSi SPACING PO 6IZE CONSrRAiNED OOT ER ONSLAS STAB (FT) TYPE "T 'C 'd "C (FT) TYPE 'B' If '6' "d (FT) TYPE -6' ON SLAB STAB (FN TYPE "d' Y 'd' N (Fn TYPE 'd' b' "J" "c IFT7 TYP T "C "d' "A (FT) (in) lin) [ 1 (inl (n) ( ) (in) (in) (in) on) On) C. ) (Fn fn) On) 9p On) On) (iN (I n) Cn) On) On) ON fN 100 MP H EXPOSURE C 10 4 17'-0- A 11'-T A 21 21 21 21 12-7' A 22 22 22 24 104" A 20 21 23 24 4.5 15-1" A 11'-0- A 22 22 22 22 17-5" A 23 Td 23 23 1P-3" A 21 21 23 24 5 12-r A 10-19 A ?1 22 22 22 17-3" A 23 23 23 23 10'-1" A 22 22 22 23 5.5 12.4- A 10'-e- A 23 23 23 23 12-0" A 24 24 24 34 9-16 A 22 22 22 23 6 1T-4- A 19-T A 23 23 23 23 11'-9" B 24 24 24 24 9-e- A 23 23 23 23 6.5 19-Y A M.S. A 24 24 24 24 11'-0- 0 25 25 25 25 9-6 A 23 23 23 23 7 6-8- A 19-1- 8 24 24 24 24 11'-4' B 25 25 25 25 64" A 24 24 24 24 75 V'I- A e'-11' B 25 25 25 25 11'-2" B 28 26 26 25 T-T 6 24 24 24 24 0 S'-6 A 9'-17 B 25 25 25 25 101-11. B 26 28 26 26 B'-6 a 25 25 35 25 9 7'-T A 9-4' B 26 26 25 26 10'-7- C 27 27 27 27 e'-8• 8 25 25 25 25 10 6'-9" A 9-6 B 26 26 26 26 10'-T C 28 28 28 28 8'-4" B 26 26 26 26 11 6-T A 8'-9" C 27 27 27 27 9'-10" C 28 28 28 20 8'-1" B 25 26 26 25 12 5'-8" A 8'8 C 27 27 27 27 9'-T' C 20 29 29 29 ]'-10" C 27 9 27 27 13 5'-T A V-2- C 28 28 28 28 9'-3" D 29 29 29 29 ]'-0" C 27 2] 2] 2] 14 4'-10• A T-lX C 28 28 20 28 91-0- D 30 30 30 30 7'-5" C 28 28 28 28 15 4'-6" A 7'-8- c 29 29 29 29 81-T 0 30 30 30 30 T-T C 28 28 28 28 90 MPH EXOSURE B 20 4 8'-1P A 11'-9- B 20 20 20 21 12'-r C 21 21 22 23 111" B 20 21 22 23 4.5 T-11- A 11.4' C 21 21 21 21 12'-7 C 21 21 21 22 10'-T' B 20 21 22 23 5 T9- A 19-T C 21 21 21 21 11'-9' C 22 22 22 22 10'-1' C 21 21 22 23 5.5 6'-5- A 19-1' C 21 21 21 21 11'4" D 22 22 22 22 9'-8" C 21 21 21 22 6 5'-11• A B.S. C 22 22 22 22 11'-0" D 23 23 23 23 9'-3- C 21 21 21 22 6.5 V-5- A 91J- C 22 22 22 22 10'-8" ❑ 23 23 23 23 8'-11- C 22 22 22 22 7 5-1- A 8'-11' D 22 22 22 22 1V-3" ❑ 23 23 23 23 8'-r C 22 22 22 22 TS 4'A" A 8'-r D 22 22 22 22 7-11- D 23 23 23 23 8'-3" D 22 22 22 22 8 4'-5' A 8'-4• D 23 23 23 23 9'-7" D 24 24 24 24 W.D. O 22 22 22 22 9 T41- A T-10" D 23 23 23 23 6-1" D 24 24 24 24 T'-]" 0 23 23 23 23 10 3'-6 A T-T D 23 23 0 23 8'-r D 25 25 25 25 riT 0 23 23 23 23 11 X-2' A T-1- D 24 24 24 24 8'-T D 25 25 25 25 6'-10" 0 24 24 24 24 2 2-11" A 6-10" D 24 24 24 24 7'-10" D 25 25 25 25 61-6 D 24 24 24 24 13 SS' A 6-7" D 25 25 25 25 T-7" E 28 26 26 26 6'-3- ❑ 24 24 24 24 20 4 6-11- A 11'-9" B 20 20 M 21 12'-r C 21 21 22 23 11'-1" B 20 21 22 23 4.5 T-H• A 11'-1- C 21 21 21 21 4'-T C 21 21 21 22 10'-r B 20 21 22 23 5 T.T. A 10'-r C 21 21 21 21 ii'-9' C 22 22 22 Y1 16-1- C 21 21 22 23 5.5 6-S A 19-V C 21 21 21 21 114' D 22 22 22 YL 6.8" C 21 21 21 21 6 5-11" A 6-0' C 22 22 22 22 11'-0" D 23 23 23 23 9'-3' C 21 21 21 22 0.5 V$ A -91 C 22 22 22 22 117-0" D 23 4 23 23 0'-11" C 22 22 22 22 7 5'-1. A 0•-11. D 22 22 22 22 1173" D 23 23 23 23 V-r c 22 22 22 22 7.5 4•-8" A 6-r D 22- 22 22 22 9-11" D 23 23 23 23 0•-3• D 22 22 22 2z B 4'-S A 04" D 23 23 23 23 9-r D 24 24 24. 24 8'-0" D 22 22 22 22 9 3•-11" A T-10" D 23 23 23 23 7-1" D 24 24 24 24 T-r D 23 23 23 23 10 Td" A Td D 23 E3 23 23 0'-r D 25 25 25 25 T-T D 23 23 23 23 11 3'-27 A T-1- D 24 24 24 24 0'-r D 25 25 25 25 6-10' D 24 24 24 24 12 7-11" A 6'-in- D 24 24 24 24 T-10- 0 25 25 25 25 6-6- D 24 24 24 24 13 7-8" A 6-r D 25 25 25 25 T-r E 26 25 26 26 6'-3" D 24 24 24 24 14 7-8" A 64' D 25 25 25 25 T-T E 26 26 26 26 6-1" D 25 25 25 25 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM TABLES 1.1 TO 1.14 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.6 CALCULATE FROM TRIBUTARY DIAGRAM ON TA02 PAGE 2 OF 8 6. CHOOSE A HEADER FROM TABLE 2.6 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. au mrn uru urzc u 40 ~ A 9'-1' D 18 10 19 t9 t0'-6' D 19 30 21 22 B'-8" D 18 20 2t 22 4.5 A S'-7- D 19 19 19 19 9'-11- D 20 30 20 21 B.S. 0 19 19 21 21 5 3'-7" A e'-2- 0 19 19 19 19 96-5- D 20 20 20 21 7'46 D 19 19 20 21 55 3'-7 A 7'-9" D 30 20 20 20 8'-11" 0 20 20 20 21 7'-5" D 19 19 20 21 6 T-T A 7'-5- D 30 20 20 20 8'-7- E 21 21 21 21 T-2- 0 20 20 20 21 6.5 2'-9- A ]'-T 0 20 20 20 20 8'-T E 21 21 21 21 6'-ID" O 20 20 20 21 7 7-7' A 6'-11- ' D 20 20 20 20 T-11" E 21 31 21 21 6'4" D 20 20 20 20 > 5 2-5" A 6'-8- 0 21 21 21 21 T-8" E 22 22 22 22 6'-5•' D 20 20 20 20 8 2'-3" A 6-5" E 21 21 21 21 7-5- E 22 22 22 22 6'Q" D 20 20 20 20 9 T-O- A 6'4" E 21 21 21 21 7'0" E 22 22 22 22 5'-10" E 21 21 21 21 10 1'-9- A 5'-9- E 22 22 22 22 6'-8- E 23 23 23 23 5'-6- E 21 21 21 21 11 V-7' A 5'-6 E 22 22 22 22 6-4- E 23 23 23 23 5'-3- E 22 22 22 22 110 MP H EXPOSUR E C 60 4 T-O- A 194- E 22 22 22 22 8-7- E 20 20 31 22 7'-2- D 19 20 22 23 4.5 2'-B" A P-11- E 22 22 22 22 8'4- E 21 21 21 22 6'-9- D 20 20 21 22 5 2'-5- A 9'-S E 23 23 23 23 T-8" E 21 21 21 22 61" D 20 20 21 22 5.5 2'4" A T-0" E 23 23 23 23 T-4- E 22 22 22 22 6'-1- D 20 20 21 22 5 2'-0" A V-r E 23 23 23 23 7'-6' E 22 22 22 22 5'-10- E 21 21 21 22 6.5 11-10- A 8'-3" E 24 24 24 24 6'-9'• E 22 22 22 22 6-7" E 21 21 21 21 7 1•-9" A T-11" E 24 24 24 24 6'-6 E 22 22 22 22 5'-S E 21 21 21 21 7.5 11P A T-B- E 24 24 24 24 6'4 " E 23 23 23 23 5'-7' E 21 21 21 21 8 1'-6" A T-5' E 25 25 25 25 6'4• E 23 23 23 23 5-9 E 22 22 22 22 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 2.8 9. FIND THE O/C SPACING OR It OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 6.5 10. USE THEAPPROPRIATEDETAILS FOR PATIO SLABS FOLLOW 1-8 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 2.6 SLAB S. USE THE SMALLER OF THE SLAB SPACING OR HEADER SPACING SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE OVER- HAND TABLE 2.7 TRIBUTARY MOTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURE3(FT) (Fn e' 9' 10 IT 17 IT 14' 15 16' IT 18 19' 20• 21' 2T 23• 24 25- 0 ' 4• 4.5' 5' 5.5 6 d6 T 7.5 8• 8.5' 9' 9.5• 10• 10.5' 11• 11.5 1T 12.5 1' 4.5' S' 5.5 6• 6.5' T 7.5• 8• 85• 9• 9.5' m• 10.5' 11' 11.5' 17 125' IT T 5' a5' 6 O,F 7 7.6 8• SE. 9' 9.5 to' 105' 11 11.5' IT 125' 13 13.5' 3• 55' 6 BE' T 7.5• 8' 85• 9• 9.5• W 10.5 11• 115• 12 12.5' 13 135' 14- 4' 6' 6.5• T > a 8 as. 9' 9.5• 10 10.5' 11' 11.5 17 125' 13' 13.5' 14 14.5' 5' 5.5' 7' 7.5' 8• as 9 0.5 19 105' 11 11.5 12• 12.5 13' 13.5 14' 14.5' 15' 6 T 7.5 8' 85' 9' e5• - 10• 105 T. 11.5' IT 12.5 13 135' 14• 14.5 15' 155• T 7.5' a 8.5' e' 9.5• 10• 10.5' 11' 11.5 12 12.5' IT 13.5 14• 14.5' 15• 155' 16 6 8' 8.5 9 95 19 10.6 11• 11.5' 12• 12.5' IT 13.5' 14• 14.5 15 15.5' 16 _ 16.5' 9• 8,5• 9 9S' IT 10.5' 11• 11.5' IT 115' IT 13.5' 14' 14.5' 15' 155 16 16.5' IT 1M ff VS 11Y 1.R 11' 115' 17 129 IT 13.6 14' 14.5' 15' 15.5' 16 18S' IT 17.5' TABLE 29 Post Requirements for Freestanding Structures Post Description Max Height POST 0.043"x3-&- Steel Clever 8' F 0.188"x3")0'S ware Steel 15' G 0.188'k4'94" S uare Steel 18' 0.188"x5'k5"Square S[eei 18' O' S CitLDINCi F€iQDUCTS 227 South Town East Blvd Mesquite, TX 75149 (972) 285-8811 F(972) 882-8818 Putnam Engineering 34411vylink Place Lynchburg, VA 24503 (4341384-2514 carloutnam(dtadel phlam Page 6 of 29 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING ALUMINUM HEADERS IN NORMAL WIND AREAS 7" Steel National Fascia TA39 Double Fascia (6.5" RF or 6' EX) TA63 5" Extruded Fascia Detail TA25 7" Steel National Fascia TA39 Double Fascia (6.5" RF or ET EX) TA63 6" Extruded Fascia Detail TA25 - or TABLE 2.10 Attached Freestanding or Attached Freestantling or Attached Freestanding or TABLE 2.10 - Attachetl Freestantling Or Attached Freestanding or Atttruached Freestanntling Units Structure Multispan Units Structure Multispan Units Structure Multispan Units Structure Mutlispan Units Structure Multispan Units Scture Mutispa Units M S" LENKIFIH PC ' I iP 12 8' I 10I 17 MIN FOOTER 01P I t2' AD WIDTH POST Osr IN FOOTER 1P I 1Y PO Sr MIN FOOTER tP I tY POST MIN FOOTER 8' ' 10' I tY P MAX POSr LENGTH 51' I ED FOO ER BPN NG POSr 312E CON Sr RN ED FO Eft 6P IAC NG PN 8¢f CONSrIAI ED FVOOTER (PSF) (FTtg SPh NG FOR BP CIA NG 1p.. SIZE CNED FOOTER SPh NG P03T SIZE CONS'rRAI E F00 ER SPAO NG PO 56E CON6rRAI ED FLOAD W10TH POSL REO'PORT MIN R B LINE TRIS MAX SF) (FT) SPACING FOH SPA NG PC S¢E CON.RA (P F OOTE (d On) (n) IA (FT) WP (d (iC (S ( ON SIAS SLAB PT) TYPE 'E" -C I `C I V (FC) TYPE 'S, rC I tC I IP (FT) TYPE (f OY I Gn) I ( O(~ 3LAB (FTI TYPE 1. Cn ~ v (FT) TYPE pos" 10 4V 10 11P` ✓ A 14'-5" A 22 22 22 22 4.5 15'-1- A 14'-2' A 22 22 22 22 5 13'-T A 13'-1P B 23 23 23 23 SE 1Y4" A 13'-7- B 23 23 23 23 6 11'-4- A 13'-3- B 24 24 24 24 6.5 1P-5 A 12-11- 8 24 24 24 24 7 9'-8" A 12-T B 25 25 25 25 7.5 9'-1' A 17-4' B 25 25 25 25 8 A 11'-11- C 25 25 25 25 9 T-6- A 11'-3' C 26 26 26 26 10 6-9 A 10'-8- C 26 26 26 26 it 6-Y A 10'-3- C 27 27 27 27 12 1-6 A 9-9 D 27 27 27 27 13 5'-T A 9'-5' D 28 28 28 28 19 4'-10' A 9-1- D 28 28 28 28 15 4'-6- A Y-9" 0 28 28 28 28 18 4'3- A 8'-6- D 29 29 29 29 17 4'-9 A 81-3- 0 29 29 29 29 166-6" A 23 23 23 24 16'-T B 23 23 23 24 15-7' B 24 24 24 24 15'-2" B 24 24 24 24 14'-9' 5 25 25 25 25 144" B 25 25 25 25 14'-T C 26 26 26 26 13'-0- C 26 26 26 26 13'-5- C 26 26 26 26 12-11- C 27 27 27 27 12'-5' D 28 28 28 28 tY-r D za 29 28 2e 11'-9' 0 29 29 39 N 114- D 29 29 29 29 11'-0' D 30 30 30 JO 10'-8' D 30 30 30 30 10'-0" D J1 11 31 3t 10'-1- D 31 ]1 J1 31 15'-5- A 22 23 24 25 14'-10' A 23 23 24 25 14'-4' 8 23 23 24 25 13'-1P' B 24 24 24 24 13'-0' B 24 24 24 24 13'-7 B 25 25 25 25 12-1P B 25 25 25 25 12'-T C 25 25 25 25 12'-4" C 26 28 26 26 71'40' C 28 26 26 26 11'-5" C 27 27 27 27 11'-0' D 28 2B 28 28 ID'-0' D 26 28 20 28 10'-2' D 28 28 28 28 9'-9- D 29 29 29 29 S.S. ' D 29 29 N 29 9-T D 29 N 29 29 8'40' D 30 30 30 30 25 90 MPH E 4 4.5 5 5.5 6 6.5 T 7.5 8 9 10 1t t2 13 XPOSURE 7'-2" 14" 5'-9" 5'-T 4'-T 4'-5" 3'-1C' 3'-7- 3'-2' 2'-10" T->- 2'-4' 2'-2' B A A A A A A A A A A A A A A 12-0" 19-4 101-9' 10'-3" 9'-10" 9'-5" R.I. 0'-10" 9'-6" 8'-P T-8- T-3" 1-P' 6'-8" C D D D 0 D D D D D 0 E E E 20 21 21 21 22 22 22 23 23 23 24 24 24 25 20 21 21 21 22 22 22 23 23 23 24 2: 24 25 N 21 21 21 22 22 22 23 23 23 24 22: 24 25 21 21 21 21 22 22 22 23 23 23 24 24 24 25 13'-T 121-6" 12'-3- 1141- 1P-6" II.-3" 11'-0- 101-0' 1014- 91" 9'3" B'-10' 81-5' 9'd" D 0 D D D D 0 E E E E E E E 21 21 22 22 23 23 24 24 24 25 25 26 28 26 21 21 22 22 23 23 24 24 24 25 25 26 26 26 22 22 22 22 23 23 24 24 24 25 25 26 26 26 23 23 22 22 23 23 24 24 24 25 25 26 26 26 - 12-1" 11'-0" 11'3" 101-9" 194" 0'-11" 9'-6 D 9'-3" 8'-11" 8'-S 0'-0' T4" >4' L T-D' C D D D D D D D D E E E E 20 21 21 22 22 22 23 23 23 24 24 24 25 25 21 21 21 22 22 22 23 23 23 24 24 24 25 25 23 22 22 22 22 22 23 23 23 24 24 24 25 25 24 23 23 23 23 22 23 23 23 24 24 24 25 25 90 MPH EXPOSURE C 25 4 4.5 5 S.5 T-2. T-4- 5'-9" 5'-7 A A A A 12'-0' tt'-4" 109 10'-3" C D D D 20 21 21 21 20 21 21 21 20 21 21 21 21 21 21 21 13'-2" 17-8' 12'3" 11'-11" D D D D 21 21 22 22 21 21 22 22 22 22 22 22 23 23 22 22 1T-1" 111-8" 111-3, ID'-9" C D D D 20 21 21 22 21 21 21 22 23 22 22 22 24 23 23 23 6 6S 7 7.5 0 9 10 11 12 13 4'-9" 4'-5" 4'-1' 3'-T 3'-Y 2'-10' 2-T 2'-4- 2'-Y A A A A A A A A A A 9'-10' 9'-5' 9'-1" e'-10" a'-6- B'-1- 7'-0" T-3" T-0" 6.8' D D 0 D D 0 D E E E 22 22 22 23 23 23 24 24 24 25 22 22 22 23 23 23 24 24 24 25 22 22 22 23 23 23 24 24 24 25 22 N Yt 23 23 23 24 24 24 25 tt'-6" 11'-3" 11'-0 101-8" 10'4. 9'-9' 9f-9- 0'-10' 31-5" e'-Y 0 D D E E E E E E E 23 23 24 24 24 25 25 26 2fi 26 23 23 24 24 24 25 25 26 26 26 23 23 24 24 24 25 25 N 26 26 23 23 24 24 24 25 25 26 26 26 10'-4' 9'-11- 91-6" 9'-3' e'-11' 8'-5" 8'-0" 7'-T' 7'4" 7'4' D D D 0 D D E E E E 22 22 23 23 23 24 24 24 25 25 22 22 23 23 23 24 24 24 25 25 22 22 23 23 23 24 24 24 25 25 23 22 23 23 23 24 24 24 25 25 90 MPH EXPOSURE 8 3D 4 4.5 6'-P A A it'-0" t0-5" D D 20 20 20 20 20 20 N 20 1T-S 1811' ❑ D 20 21 N 21 21 21 22 22 11'-S 10'4P D 0 N 20 21 21 22 22 23 23 5 4'-10" A 9'-11- 0 20 20 20 20 11'-6" D 22 22 22 22 1P-4' D 21 21 22 23 5.5 6 44" 4'-0" A A 9'-S 9'-0- D D 21 21 21 21 21 21 21 21 11'-Y 19-10- D D 22 22 22 22 22 22 22 22 6-1P 9-5" D D 21 21 21 21 21 21 22 22 as 7 3'-0" a'-S" A A 8'-0- D D 21 N 21 22 21 22 21 22 10'-6- 19-1' E E 23 23 23 4 23 T3 23 23 9-0' 8'-9" D D 22 22 22 22 N 22 22 4 7S 3'-7 A D T2 22 22 Y1 9'-8' E 23 23 23 TS 8'-S D Y1 22 22 22 8 3'4T A T-IT D 22 22 T2 21 lr " E 24 24 N 24 8'-2 D 22 22 T2 22 9 10 11 12 2-8" 2S 2-2 2-0' A A A A T$ TA" 6-0" 6-S E E E E 23 23 23 2/ 23 23 23 24 23 23 23 24 23 23 23 24 0''-11" 6-5" 8'-t' E E E E N 24 25 25 24 24 25 25 N 24 TS 25 24 N 25 25 T-8" T-4" 0-11" B-B" E E E E m 23 24 23 23 N 23 23 24 24 23 23 24 N 90 MPH EXPOSURE C 30 4 4.5 5 55 6 6.5 7 7.5 6-0- 54- 4'-19 44" 4'-0" 3'-0- 3'-5- 31-T A A A A A A A A 116-0' 1P-5" 9-11" 9'-5" 9-0' 0'-0- 84' 8'-1' D D D D 0 D D D 20 20 20 21 21 21 22 22 20 20 20 21 21 21 2T 22 20 20 20 21 21 21 22 22 N N 20 21 21 21 22 22 12-5" 111-19 11'-6' 11'-T 10'-10' 19-B" 10'-1" 9-9" D D D D D E E E 20 21 22 22 22 23 23 23 20 21 22 22 22 23 23 23 21 21 22 E 22 23 23 N 22 N 22 22 22 23 23 23 11' 10' - 9S dJ A'-5' B''-5' ~G° . D 30.,, ]~0~ :21 T 22 1 I t 1 1 YL 1G' 21'4 T1 o 23 4~ 22 ' 8 9 3'-0' 2A' A A 7'-10' T8 D E 22 23 22 23 22 23 22 23 9-5' 8'-11- E E 24 24 24 24 24 24 24 24 - 21 10 11 2-5' Y-Y A A T-0' 6-8" E E N 23 A 23 23 23 23 Za 8'-5" 8'-i' E E N 25 24 25 24 25 24 25 T-0' 6-11' (1/2/3 U'TV 3 Q 23 24 11 2A' A 6.5" E 24 24 24 24 T-9- E 25 25 _ TS 25 E 24 24 10 tuu mrn 4.5 5 5S 6 6.5 7 7.5 8 9 17O ne 15'-1" 13'-7- 124- 11W 10.5 9'-8' 9'-1- 0'S TB o A A A A A A A A A A 13'-7 17-11' 12.8- 12-5" 12'-7 11'-11- 11'-8" 11'-5' 11-2- 10'-8" A A A 8 8 B B 0 B C 21 22 22 23 23 24 N 25 25 26 21 22 22 23 23 24 24 25 25 26 21 22 22 23 23 24 24 25 25 26 21 22 22 23 23 24 24 25 25 N 15'-0- 14'-9' 14'-6- 14'-Y 13'-10" 13'-T 13'-Y 131-0- 17-9' 12-3- A A B B B B B C C C 22 23 23 24 24 25 25 2B 26 27 22 23 23 24 24 25 25 28 26 27 23 23 23 24 24 25 25 26 26 27 24 23 23 24 24 25 25 26 28 27 14'-1' 13'-W- 13'-7, 13'-3- 13'-0' 12'-9- 17-5' 17-Y 11-11" 11'-5- A A A B B B B B C C 21 22 23 23 24 24 25 25 25 26 22 22 23 23 24 24 25 25 25 26 23 23 23 23 24 24 25 25 25 25 24 24 24 24 24 24 25 25 25 26 10 6-T A 19-4- C 26 26 26 28 11'-9- D 27 27 27 27 11-P C 27 27 27 22 11 12 13 14 15 16 17 6-Y 5'-9- 5-2 4'-1P 4'S 4'-3" 4'4T A A A A A A A 9'-11- e-T 9-3- 9'-0' 9'-9' 8'-e" .8'3' C C D D D D D 27 27 28 28 28 29 N 27 27 28 28 28 29 29 27 27 28 28 28 N N 27 27 29 28 28 29 N 11'4- 10'-11" 19-7" 17-3- 1P-P 9.8" it ' D D D D D D D 20 28 29 29 30 30 a0 28 28 29 29 30 30 as 28 28 29 29 30 30 SD 28 28 29 29 30 a0 N 104- 106-2' 9-9" 9'-S 9-2 8'-1P 8'-T C 0 D D D D D 27 28 20 28 29 N 29 27 28 28 28 29 29 -29 27 28 28 28 29 29 29 27 20 28 28 - 29 N 29 1D WMP 4 43 5 5.5 5 V.PO.Y1Rt 1T4T 15-0" 13'-T 124' 114" V A A A A A 12-9' 12-T 12-4' 12-Y 11'-11" A A A A 0 21 21 22 23 23 21 21 22 23 23 21 21 22 TS 23 21 21. 22 N N tfIr 14'-P W-1" 13-10' 13'-T A A 0 B B 22 22 23 24 24 22 22 23 24 24 22 22 23 24 24 23 23 m 24 24 136-0" 13'-S tY-3- 13'-0' 120 A A A B 0 21 22 23 23 24 22 2E m N N 23 21 23 23 24 24 24 24 24 24 BS tP-S A 11-- B 24 24 24 24 13'4" B 25 25 25 25 12-8' B 24 24 24 24 7 7.5 8 9 10 11 12 9-1" 0'4Y T-6' 6.9' 6-T 5'-0- A A A A A A A 11'-6' 11'3" 11'-0" 10-0- 10'-3' 9'-11" 6-T B B B C C C C 24 24 25 26 26 27 27 24 24 25 26 26 27 27 24 24 25 26 26 27 27 24 24 25 28 26 27 27 13'-1- 12-10" 12-7- 1i-2 11'-9- 114" 11'-0- B C C C D D D 25 26 26 27 27 28 26 25 N 26 27 27 28 28 25 25 26 27 27 2a 28 25 N 26 27 27 28 28 12-3- 17-T 11'-1tl' 11'-S 11'-0- 10`-8" 194" B B C C C D 0 25 25 25 26 27 27 28 25 25 25 26 27 27 28 25 25 25 26 2T 27 28 25 25 25 26 27 27 28 13 14 15 Y-2 4'40- 4'4Y A A A 94- 9-1" 0'-2 D D D 28 20 28 28 28 28 20 28 28 20 20 20 19.8" 1P4- 19-1' D D D 29 29 30 29 N 30 29 29 SO 29 29 30 9-11- 9-7- 94" D D D 28 29 29 28 29 N ZB 29 N 28 29 29 19 17 4'-3" 4'4Y A A a'-0- 8'-3" D D N N N N 29 29 N N 9-10' 9.T D D 30 30 30 30 30 30 30 30 9'-0' - Of D D N 11 30 29 30 29 30 N 30 Page 7 of 29 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING ALUMINUM HEADERS IN NORMAL WIND " " AREA5 il TA ' 7" Steel National Fascia TA39 5" RF or G' EX) TA63 Double Fascia (6 6" Extruded Fascia Detail TA25 " Steel National Fascia A39 ) TA63 Double Fascia (6.5 RF or 6 Extrud ed Fascia Deta 2 - . TABLE 2.10 Attached Freestanding or ached reestalding or Attached Freestanding or TABLE 2.10 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units ucture Multispan Units Structure Multispan Units Structure Multispan Units Structure Multispan Units Structure Multispan Units LIVE TRIG MAx POST MAx MAX POSTLENGTH POST LENGTH MAXOLENGTN LIVE TRIG MAY POST MAX MAX POST LENGTH LENGTH MA% POST LENGTH I I F R Y I T t F F POST N F R F O MC P D IN F T R F F ¢ R I F OBT IN F R F (PeFD W m BP CII4G FOR 6PACILG Si PO ¢E CONST INED OOTER .PA So OOTER NSTRAINED SPACING Po SZE OO ER D (PSF S CI FOR PACING PO SIZ E OOTER CONSTMIN D SPACING FOST B E CON AINED 00 ER SPAC NG O SIZE CONSTRAINED OOTER ONSUB SUB (FT) TYPE 'tl' 'C 'a" 'T 'C V Y 'd' (m TYPE Y 1 177 ON 6l As SLAB (m TYPE 'C 'S 'C 'd' (m TYPE V '4' .s V (m TYP 1. ' i f ) 6n) 1 (m ORI 6n7 6n1 9N CN M) 9n1 f ) 9n) ml (in) 9R1 ( (m 9R) C~) 9N ON ON n) FI 9n) N ( 100 MP H EXPOSURE C 10 4 17'-0" A 11'-0' A 21 21 21 21 13'-3" A 22 22 23 24 17-5 A 22 22 24 25 45 15-1" A 11'-5' A 22 -22 22 22 13-1 A 23 23 23 24 fY-3 A 22 22 24 25 5 13'-r A 11'-3' A m 23 23 23 12-IW A 24 24 24 24 12'-0" A 23 23 23 25 5.5 1Z4- A 111-0• A 23 23 23 23 12'-7' B 24 24 24 24 11'-10" A 24 24 24 24 6 11'4" A 101-1V A 24 24 24 24 12'-4' B 25 25 25 25 117" B 24 24 24 24 65 1V-5' A 101-8" 8 24 24 24 24 1Z-2" B 25 25 25 25 11'-5- B 25 25 25 25 7 9-8• A 10'-5' B 25 25 25 25 11'-11- B 26 26 26 26 111-2- B 25 25 25 25 T5 B'-1' A 10'-3" B 25 25 25 25 11'-8' B 26 26 26 26 11'-V a 26 26 26 26 8 B'-6" A 101-1' B 25 25 25 25 11'-6" B 27 27 27 27 10'-9" B 26 26 25 26 9 T-6" A 9'-S" B 26 26 26 26 11'-1" C 27 27 27 27 10'-5' B 27 27 27 27 10 G-V A e''-4" C 27 27 27 27 101-8- C 28 28 28 28 10'-V C 27 27 27 27 n A C 27 27 27 27 1V4" C 29 29 29 29 9'-8' O 28 21 28 28 12 5'-B' A C 28 20 28 28 10'-0" D 29 29 28 22 4" C 28 2E 28 23 13 5'-2' A B''-6' C ZB 20 28 28 9'-9" D 30 JO 30 30 B'-V D 29 29 29 29 14 4'-W A S'-3' C 29 29 29 29 9'-5- D 30 30 30 3D e'-r D 29 29 29 29 15 4'-4 A B'-1' p 29 28 29 29 9'-T D 30 JO 30 30 8'-6' D 30 m 30 gn MPH FXPCVURE C 30 20 4 e'-11' A 12'-3' C 20 20 20 21 13-5 C 21 21 22 23 124 C 20 21 23 24 4.5 7'-11' A 111-T C 21 21 21 21 12'-11' C 22 22 22 23 11'-10" C 21 21 m 23 5 T4' A 11'-0" C 21 21 21 21 4'-5' D 22 22 22 22 11'-5" C 21 21 22 23 515 6'-T A 101-6" C 22 22 22 22 12'-1" 0 23 23 23 23 11'-0" C 22 22 22 23 6 5'-tY A 18-1' C 22 22 22 22 11'-9" 0 23 23 23 23 Io-r D 22 22 22 23 6.5 5'-5' A 9'4" D 22 22 22 22 11'-5' 0 23 23 23 23 10'-2" D 23 23 m 23 7 5'-1- A 94- D 22 22 22 22 11'-r 0 24 24 24 24 9'-9- D 23 23 23 23 7.5 4'T A 9'-T D 23 23 23 23 19-11' 0 24 24 24 24 9'3' D 23 23 23 23 0 4'-5' A B'-r D 23 23 23 23 10'-7' D 25 25 25 25 9'-T 0 23 23 23 23 9 3'-11' A 8'-3" D 23 23 23 23 10'-0' D 25 25 25 25 8'-8' D 24 24 24 24 10 3'-6' A T-1V D 24 24 24 24 9'-6' D 25 25 25 25 B'-r D 24 24 24 24 11 3'-r A 7'-r D 24 24 24 24 B'-1' E. 26 26 26 25 7'-1V D 25 25 25 25 t2 2-11' A 7'-T D 25 25 25 25 B'-8' E 26 26 2B 26 T-6' D 25 25 25 25 13 2-5- A 6'-1V D 25 25 25 25 6'-4' E 27 27 27 27 ]'-2' D 25 25 25 25 20 4 B''-11' A 12-r C 2D 20 20 21 13-6 C 21 21 22 23 124- D 20 21 23 24 4.5 T-1V A 11'-T C 21 21 21 21 12-11- C 22 22 22 23 11'-10- C 21 21 22 23 5 T-1' A 11'4Y C 21 21 21 21 17-S D 22 22 22 22 11'-5" C 21 21 22 23 5.5 B-5" A 1V-6 C 22 22 m 22 12-1" D 23 23 23 23 11'-0" C 22 22 m 23 5. 5'-1t" A 19-1" C 22 21 22 22 11'-V D 23 23 23 23 -IV-7' D m 22 22 23 6.5 5'S' A 9'S D 22 m 22 22 118 D 23 23 23 23 IV-r D 4 23 23 23 7 1-1' A B' D 22 22 22 22 11'-r 0 24 24 24 24 V4P D 23 m 23 0 7.5 V A 9'-0' D 23 23 23 23 - IV-11- 0 24 24 24 24 0'a' D 23 23 23 23 8 a A 0•-T D 23 23 m 23 10-r D 25 25 25 25 C-r D 23 23 23 23 9 r-11' A 8•-r 0 2.T m 23 23 1V-0' D 25 25 25 25 0•-0' 0 24 24 24 24 10 3'43' A T-iV D 24 24 24 24 VHP D 25 25 25 25 0'-2' D 24 24 24 24 11 34 A T'-5' D 24 24 24 24 0'4" E 26 25 28 26 F-1V D 25 25 25 25 12 2-11" A T-7 D 25 25 25 25 8'-0" E 26 26 28 25 T£ D 25 25 25 25 13 7$ A V47 D 25 25 25 25 a4' E 27 27 27 27 T-r D 25 25 25 25 14 2-6' A 6-0' D 25 25 25 25 S''-V E 27 27 27 27 V-11' D 26 26 26 28 NIL nYJ I RYI.I I.N. rV R I MC.. 1 NOL. 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM TABLES 1.1 TO 1.14 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.11 CALCULATE FROM TRIBUTARY DIAGRAM ON TA02 PAGE 2 OF 8 6. CHOOSE A HEADER FROM TABLE 2.10 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 40 4 4'-0' A 9'J" D 18 19 19 20 114- D m 20 21 22 10'-V O 19 3u 3G 33 4.5 4'-D' A B'-1" D 19 19 18 19 10140- D m 20 21 22 9'-5" D - 19 20 21 22 5 3'-r A e'-T 0 20 20 20 20 10`4" E 21 21 21 21 81-11" D 20 20 21 22 55 3'-T A 8'3" D 20 20 20 20 9'40" E 21 21 21 21 D 20 20 21 22 6 T-T A T-1V 0 20 20 20 20 9-5" E 21 21 21 21 8'-2- O 20 20 20 21 6.5 2'-e- A 7-T 0 20 20 20 20 9-1- E 22 22 22 22 7'-10" E 21 21 21 21 7 2'4' A Ti' E 21 21 21 21 0'-9- E 22 22 n 22 T-7 E 21 21 21 21 7.5 2'-5' A T-1' E 21 21 21 21 B.S. E 22 22 22 22 74" E 21 21 21 21 B 2'-3- A 6'-10' E 21 21 21 21 8'-r E 22 22 22 22 7'4' E 21 21 21 21 9 2'-T A V.S. E. 22 22 22 22 7'-V E 23 23 23 23 6'8" E 22 22 22 22 10 1'-r A 6'-1- E 22 22 22 22 T-4" E 23 23 23 23 6'4" E 22 22 22 22 11 1'-r A F-10" E 22 22 22 22 7'-0' E 24 24 24 24 6'-0' E 23 23 23 23 60 4 3'-V A 101-5' E 22 22 22 22 9'-5" E 21 21 22 23 8'-r 0 20 21 22 23 As 2'-8' A 19-3" E 23 23 23 23 a'-11- E 21 21 22 23 7'-e' E 20 21 22 23 5 2'-5" A 9'-11' E 23 23 23 23 81-5" E 22 22 22 22 T-4' E 21 21 22 23 So 2'-7 A 91-5" E 23 23 23 23 a'-1- E 22 22 22 22 6-11' E 21 21 21 22 6 2'-0" A 9'0" E 24 24 24 24 T-9- E 23 23 23 23 6'-8" E 21 21 21 22 6.5 i'-1V A 8'-8" E 24 24 24 24 7'-5" E 23 23 23 23 6'-5" E 22 22 22 22 7 1'-9' A 6'-4- E 24 24 24 24 T-r F 23 23 23 23 6-Y E 22 22 22 22 7.5 1'-r A 8'-1. E 25 25 25 25 641- E 23 23 23 23 F-11' E 22 22 22 22 8 i'-6" A T-10- F 25 25 25 25 6'-e' E 24 24 24 24 5'-9' E 23 23 23 23 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 2.12 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 6.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 13 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 2.10 SLAB S. USE THE SMALLER OF THE SLAB SPACING OR HEADER SPACING SLAB 9. POST W MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE OVER- HANG TABLE 2.41 TRIBUTARY W I)THS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) (m 6' 9' 19 11 17 13' 14' 15 16' 17' 18' 19' 2V 21' 22 23' 24' 25' V 4' 4.5' V 5.5 V 6.5' 7' 7.5 8' 8 5' V S.S. 1V 105 1T 11.5' IT 12.6 1' 4.5 5' 5.5' 6 e.5' T 7.5' S' as, 9 85• 10 10S' it' H.5' 12 12.9 IT Y 5' 5.5 e' 6.6 T 25' e' 8.5' e' 8.5' IT 10.5 IT 115 12 12.6 ii 115 3' 55' 6' 65' 7' LS' 1' 85' V 95' 10 10.5' 11' 11.5' 17 12.5' 13' 13.5' 14 4' 6' 6.6 7' 75 V 6.6 9 9.5' 10 10.5' 11• 115' ti 12s 13' 13.5' 14' 14 5' 5' 6.5' 7' 75 0' S.5• 9' 9.5' 10' 10.6 IT 11.6 12 125' 13' 135 14 145 15' 6 7' 7.6' V 0.5' 9' 9.5 is 10.5' 11 11.5' 12' 12S is 13.5 14' 14.5' IF 15.5 T TV B 8.5 9' 9.5' 10' 105 it' N.5' 12' 115' Is 135 14' 14.5' 15 15.5' 16, e B' 8.6 8' 0.6 1V 10.5' IT 11.6 iZ 12.5' IT 13.5' 14• 14.5' 15 15.5 1V 16.5' 9 6.5' V 9.5' 10' 10.5 11 11.5' 12 12.5 IV 13.5• 14' 14.6 15' 15.5' IV 10.5' IT 10' 9' 9.6 1V 10.6 11' 11.5' 12 12S IT 13.6 14' 14.5' 15 15.5' 16 16.5' 1T 17.6 TABLE 2.13 Post Requirements for Freestan_&g Structures Post Description Max Height POST 0.043"x3565" Steel Clover 8' F 0.188"05x" S uare Steel 15' 0.186"x4"x4" Square Steel 18' 0.188"x5"x5"Square Steel 1 WEIRS USH's U€LD1NG PRODUGTS 227 South Town East Blvd Mesquite, TX 75149 (972) 2853811 F(972) 8823818 Qd `7 C i 3 tAR 2 3 20OV, Putnam Engineering 34411vylink Place Lynchburg, VA 24503 (434) 384-2514 earioutnam~adel ohiamet Page 8 of 29 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL LIVE LOAD FSF) TRIG WIDTH (M MAX POST SPACING ON SLAB (FT) POST REDID FOR SLAB MA% POST SPACING (Fn MIN POST TYPE FOOTER SUE V tin) M/1.l YOal Lcnuin 8' 10' I 12 CONSTRAIN ED FOOER 'T On) I Bn) tin) 90 MPH EXPOSURE e 10 4 17'-0' A 11'-5' A 20 20 20 21 4.5 15'-1- A 10'-2' A 20 20 20 20 5 13'-7' A 9'-2 A 20 2D 20 20 55 12'-4' A 8'-5' A 20 20 20 20 6 111W A 7'-8 A 20 20 20 20 65 ID'-F A T-1' A 20 20 20 2D 7 9-8' A 6-7' A 20 20 20 20 7.5 9-1' A 6'-T A 20 20 20 20 8 8'-6" A 5'-9" A 20 20 20 20 9 7'-F A 6-2' A 20 20 20 20 t0 6'-7- A 4'-8- A 20 20 20 20 11 6'-T A 4'-3" A 20 20 20 20 12 5'-8" A 3'-10' A 20 20 20 20 13 5'-2' A 3'-7- A 20 20 20 20 14 4'-10' A 3'-4' A 20 20 20 20 15 4'-6- A 3'-1' A 20 20 20 21 16 4'-3' A 2'-W A 20 20 20 21 17 4'-T A 2'-9' A 20 20 20 21 UMINUM HEADERS IN NORMAL WIND AREAS Al 7"X22GA Steel Roll FORn Fascia TA32 TAI 7")(20GA Steel Roll Form Fascia TA32 Attachetl Freestanding or Attached Freestanding or Structure Multispan Units Structure Mutispan Units MAX MAX POST LENGTH MAX MAX POSr LENGTH P0517 MIN FOOTER 8' I 10' 1 12 Posr MIN FOOTER 8' I 10 I 12 PACING POST SIZE CONSTRAINED FOOTER SPACING PO SIZE CONSTRAINED FOOTER (Fr) TYPE 'c 'T 'c 'C (FT) TYPE -d" 'd' V -d- (in) (in) (in) Inn) On) (in) (in) On) 13'-11' A 21 21 22 23 13'-8' A 22 22 22 23 12-10' A 22 22 22 23 12-1 A 23 23 23 23 11'-5' B 23 23 23 23 11'-0 B 23 23 23 23 10-5' B 23 23 23 23 9'-11' B 23 23 23 23 9'-5' B 24 24 24 24 B'-9' B 24 24 24 24 7'-11 B 24 24 24 24 ]'3' 8 20 24 24 24 6'-T B 24 24 24 24 6'-1' B 24 24 24 24 5'-8' B 24 24 24 24 5'-3' B 24 24 24 24 4'-11' B 24 24 24 24 4'd- B 24 24 24 24 15'-5' A 22 23 24 25 15'-2" B 23 23 24 25 14'-IT B 23 23 24 25 14-3 B 24 24 24 25 13'd" B 24 24 24 24 12-11' B 24 24 24 24 124" B 25 25 25 25 11'-ID' B 25 25 25 25 11'-5' B 25 25 25 25 19-7" C 25 25 25 25 9'-10" C 26 26 26 26 9'-3' C 26 26 26 26 8'-9' C 28 26 26 26 8'3" C 27 27 27 27 7'-11" C 27 27 27 27 T-]" C 27 27 27 27 71" C 27 27 27 27 6'-9" C 27 27 27 27 10 10D MPH 4 4.5 5 5.5 EXPOSURE 17'-0' 154- 13'-7' 124" B A A A A 10'-3' 9-10' 9'-7 8'-5' A A A A 19 20 20 20 19 20 20 20 19 20 20 20 20 20 20 20 124 12-6 12'-3- 12-F A A A A 21 21 22 23 21 21 22 23 22 22 22 23 23 23 22 23 14'-0" 13'-10' 13'-F 13'-3' A A A B 21 22 23 23 22 22 23 23 23 23 23 23 24 24 24 24 6 6.5 7 7.5 8 9 114' 10'E- 9'-0' 9'-1' 8'-6- 7'-T A A A A A A T-8' T-1' 81-T 61-7 5'-F 6-7 A A A A A A 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 2D 20 20 20 20 20 20 11'-S' 111-6 10'-5' 9'-11' 9-F 8'-9' B B B B B B 23 23 23 23 24 24 23 23 23 23 24 24 23 23 23 23 24 24 23 23 23 23 24 24 1Y-0' 12'-8- 124' 11'-10" 11'-5' 10'-7' B B B B B C 24 24 25 25 25 25 24 24 25 M 25 25 24 24 25 25 25 25 24 24 25 25 25 25 10 6'-T A 4'-8' A 20 20 20 20 7'-11' B 24 24 24 24 9'-10' C 26 26 26 25 11 12 13 14 15 18 17 6-2' S'-T 4'-1P 4'F 4'-3' 4'-0' A A A A A A A 4'-3' 3'-16 3'-7' 34- 3'-1' T-11' 2-B' A A A A A A A 20 20 20 20 20 20 ZO 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 21 21 21 7'-7 6'-T 6-1- 51-F 5'-3' 4'-11' 4'-8- B B B B B B B 24 24 24 24 24- 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 9'-3' 8'-9' 8'-3' T41' T4' 7-7 6-9' C C C C C C C 26 26 27 27 27 27 27 26 26 27 27 27 - 27 27 26 26 27 27 27 T] 2) 26 26 27 27 27 Z7 27 TAI 7") 24GA Steel Roll Fenn fascia TA32 TAI 7'42GA Steel Roll Form Fascia TA32 Al T7'X2OGA Steel Roll Form Fascia TA32 TABLE 2.14 Attached Freestanding or Attachetl Freestanding or Attached Freestanding or Structure Multispan Units Structure Mullispan Units Structure Multispan Units TRIB MAN POST MA% MAX PORT LENGTH M4X MA% POST LENGTH MAX MAX POST LENGTH 'IDTH D IN FO T R 'E F FS T R I F N F R - I iv F (Fn SPACING FOR SPACING PO IZ E OOER CONSTI NED SPACING POSr IZ E OOTER CONST INED SPACING PO SIZE OOTER CONS NEO ON SLAB SLAB (FT) TYP 'tl' "d' -d' 'a' lFn TYPE 'd 'd' 'd- 'G (FT) TYP n FF _ Bn) (in) (in) 6n) (in) (in) 9n) (In) on) n) (in) In) 9n) 4 T-2'- A S'-10' A 16 16 17 17 4,5 6-4' A 5'-2" A 16 16 16 17 5 F-9" A 4'-B- A 16 16 16 16 5.5 5-2.r A 4'-3 A 16 16 16 16 6 4'-F A 3'-11' A 16 16 16 16 6.5 4'-5' A 3'-0" A 16 16 18 17 ] 4'-1" A 34 A 16 16 16 17 7.5 3'-10" A 3'4- A 16 16 17 17 B 3'7' A 2'-11' A 16 16 17 18 9 3'-T A 7-7. A 16 16 17 16 10 7-10' A Y-4' A 16 17 10 19 11 2'-7- A 2'-1' A 16 17 18 19 12 24' A 1'-11' A 16 18 19 19 11 11 A 1'-F A 15 18 19 20 9'-7' B 19 19 20 21 8'-30. C 19 19 20 21 8'-0' C 19 19 19 20 T-3" C 19 19 19 20 Y.S. C 19 19 19 19 8'-T C 19 19 19 19 5'd' C 19 19 19 19 51-4' C 19 19 19 19 5'-0' C 19 19 19 19 4'5" C 19 19 19 19 4'' " C 19 19 19 19 3'-8' C 19 19 19 19 C 19 19 19 19 C 10 19 19 20 it'-S C 20 21 St 10.8' C 20 21 22 23 9'-31' D 21 21 21 22 9'4- 0 21 21 21 22 0'-F 0 21 21 21 22 8'-4' D 21 21 21 22 8'U" D 21 21 21 21 7'-T D 21 21 21 21 T'-2' D 22 22 22 22 a-5' D 22 22 22 22 5'-7 D 22 22 22 22 5'-3' D 22 22 22 22 4'-10' D 22 22 22 22 4'-5" D 23 22 22 22 25 YU MYX 4 45 5 tFYVJV M1C T-Y 6'4- 5'-9" A A A 51-16 5'-T 4'-8- A A A f8 16 16 16 16 16 9 16 16 9 W 18 9'-7' 8'-10" 0'-0" 8 C C t9 19 19 19 19 18 20 20 19 21 21 2D 11'-5' 101-8" 9'-11' C C D 20 20 21 21 21 21 22 22 21 23 23 22 5.5 5-2- A 4'-3" A 16 16 16 16 2'-3- C 19 19 in 20 9'-P 0 21 21 21 22 6 6.5 7 7.5 8 9 10 11 12 13 4'-9' 4'-5" 4'4- 3'-10' 3'-7' 3'-2' 7-10' 14' 2-4' Y-2" A A A A A A A A A A 3'-11- 3'-T 3'-r 3'-1" 5-11' Z-T 2'4' 2-1' 141- 1'-9' A A A A A A A A A A 16 16 16 16 16 16 16 16 16 16 16 16 16 is 16 16 17 17 18 18 16 16 18 17 17 17 18 18 19 19 16 17 17 17 16 16 19 19 19 20 6'-8' 6-T 6-8' 5'-4' 5'0" 4'-5' 4'-T T-8' 34' 3'-1- C C C C C C C C C C 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 18 19 19 19 19 19 19 19 19 ZO 8'-9' 84 8'-0' 7'-T T-2' 61-5" 5'-9" 6-3' 4'-10' 4'-5' D D D D D D D D D D 21 21 21 21 22 22 22 22 22 22 21 21 21 21 22 22 22 22 22 22 21 21 21 21 22 22 22 22 22 22 22 22 21 21 22 22 22 22 22 22 30 NU MYX 4 11UJURC 6'-0' O A 4'-11' A 15 15 16 17 C 18 13 19 20 10-Y C 19 20 22 4 5 5'-4' A 4'-4' A 15 15 15 16 7 C 18 18 19 20 9-6' D 20 20 21 22 5 4'-1F A 3'-fl' A 15 15 15 16 C 18 10 13 19 8'-10' D 2C 20 21 22 5.5 4'4' A 3'-T A 15 15 15 16 C fe 18 18 19 8.31 D 20 20 21 21 6 4'-0' A 3'J' A 15 15 16 16 C 18 16 10 10 T-10- D 20 20 20 21 6.5 3'-8' A 3-D' A 15 15 16 17 [ C 18 t8 18 18 T-5' D 20 20 20 21 7 3'-F A 2-10' A 15 15 16 17 C 18 18 t8 10 6'-11' D 20 20 20 21 75 3'-T A 2-T A 15 18 17 17 C 18 18 18 10 ad' 0 20 20 20 20 0 3'4T A T-5' A 15 16 17 18 C 18 18 10 18 6-1' D 20 20 20 20 9 T-B' A 7-7 A 15 16 17 10 C 18 10 18 18 5'3' D 20 20 20 20 10 ZS' A 1'-11' A 15 17 18 19 C 18 18 16 19 4'-IT D 20 20 20 20- 11 2-7 A 1'-F A 15 17 18 19 3'-1' C 10 18 18 19 4'3' D 2D 20 2D Z) 12 T-0' A 1'-T A 15 18 19 19 2-0- C 18 18 19 19 FP D 20 ZO 20 90 MPH EXPOSURE C 30 4. 6-P A 4'-11' A 15 15 16 17 84' C 18 18 10 20 23 4.5 54' A 14' A t5 15 15 16 T3' C 10 18 19 20 y4"' ~0 T ZZ 5 4'40' A Y-11' A 15 15 15 16 6-8' C 18 10 18 19 22 55 4'-4' A 3'-T A 15 15 15 16 6-1' C to 18 18 19 V3,f 2 V • F'2 6 4'4T A 3'-3' A 15 15 16 16 5'-T C 18 is 10 18 t 'x Ili-" 0 '0 21 6.5 3'-e- A 0-0' A 15 15 16 17 5'-T C 18 18 18 18 i 20 20 21 7 3'-5' A 2-10' A 15 15 16 17 4'-10 C 18 10 tB 10 j a D 20 ° 20 • 21 7.5 3'-T A Z4' ' A 15 18 17 17 8 4'-6 Y 4' C C 18 10 18 18 18 18 18 ( 1B Y 64' ..6'- • y° , pp 9%JVI 20 20 Zo 8 9 3b- 7-8' A A 2-5 2-7 A A 15 15 16 16 17 17 1 1B - 3'-8' C 18 1B 18 18 y1S c C~ 0 2k 20 ' ' 7 18 19 34' C 18 18 18 19 ) F +1R °Q 20 1 20 i1 In 2-F Z-T A A 1 -11 t'-F A A 15 15 1 17 18 19 3'-1' C t8 18 t0 19 ( epe~Mp `a IV20 t 20 23 20 12 2-0" A 1'-T A 15 18 19 19 Z-F C 18 1B 19 19 L - 10 WMYX 4 4S 5 5.5 B 6.5 ti1RJYJ N. lr4 15-1. 1Y-T 124' 11Y• 10'-5' V A A A A A A 104' 9-B' 9-F 8'-F T$ T-1' A A A A A A 18 20 20 20 20 20 19 20 20 20 20 20 - 19 20 20 20 20 20 20 20 20 20 X. 20 124' '12`? 11'-11- 11'-9' 11'-5' 11'-0' A A A A 8 8 4 21 22 22 23 23 20 21 22 22 23 23 21 21 22 22 23 23 22 21 22 22 23 23 13'-T 13'-5' 13'-T 1T4H 12-9, 17-F A A A 8 B B 21 22 23 23 24 24 22 22 23 23 24 24 23 23 23 23 24 24 24 24 24 24 24 24 7 7.5 B 9 10 iA 12 13 14 15 16 17 91-B' 9'4' 0'-F 7'S 6'-F 6-2 5'-T 4'-10' LS f-Y 4'-F A A A A A A A A A A A A 61-7 6.7 5'-9' 6-2 4 4V' 3'-16 3'-T 3'4' P-1' 2-11' Z-9' A A A A A A A A A A A A 20 20 20 20 20 20 20 20 20 20 ZI 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 4 20 20 20 20 20 ZO 2) 20 21 21 10-F 9'-11' 5-0' F-9' T-11' T-T 6'-7' 5'a' ..3 4'-' B B B B B B B B B B B 23 23 24 24 24 24 24 24 24 24 24 24 23 23 24 24 24 2 4 24 24 24 24 24 24 23 23 24 24 24 24 24 24 24 24 24 24 23 23 24 24 24 24 24 24 24 24 24 24 12-3' 11'40' 11'-5' 19-T 9'-10' 9'3' '-9' 8 0'd' T-11' T-T T-Y 6-F B B B C C C C C C C C C 25 25 25 25 25 28 26 27 27 27 27 27 25 25 25 25 26 2fi 26 2] 27 27 27 27 25 25 25 25 26 25 25 25 25 26 127 Page 9 of 29 2.0 POST SPACINGS FOR P TABLE 2.14 L~l 11. LOAD WIDH POST REDO IST (PSF) PT) BPpC NG PoR ON 6LA8 61AB n ATIO AND COMMERCIAL COVERS USING TAI 7"X24GA Steel Roll Form Fascia TAT 2' Attached Freestanding or Structure Multispan Unds M GET LENGTH POST MIN FOOTER '10'' 12 BFACING POST 6¢E CON3TRAI 0. FO ER (F11 TYPE 'Ir 'C '1 V am 9m oA) Bro ALUMIN 7x2 3 UM HEADER 2GA Steel R Attached Structure MIN FOOTER POST 812E TYPE 'C 9m S IN NDRMAL VVINU oll Form Fascia TA32 Freestanding or Multispan Units a' 10I 1T CONSTRN ED FE OOTER 'C '1' 'c 64) (in) nN Anr~ia TAI 7"x2 OST SPACING (FT) 0GA Steel Ro Attached Structure MIN TER PO IZE TYPE V' (in) ll Form Fascia TA32 Freestanding or Multispan Units B' ' t0' I t2 CONSFRAINED FOOTER 'y "C -d 9n) 9m 6m TAI 7')Q4GA Steel Roll Form Fascia TA32 TAI 7"x22GA Steel Roll Form Fascia TA32 TAI 7"x20GA Steel Roll Form Fascia TA32 TABLE 2.14 Attachetl Freestanding or Attached Freestanding or Attached Freestanding or SPUCNTe Multispan Units Structure Multispan Units Structure Multispan Units POST RIB LOAD DTH POST REO'C POST MIN FOOTE0. S' ' 0' POSr MIN TER ' T' tY PO6r MIN FOOTER e' I iDI 1Y (P6F(FP(A NG FR 6PAO NG PO S6E CON~RAI EO FOOTER SPACING POST SIZE CONSTRAPOST I EDFFOOTER SPA LING Po S¢E CONNS RAPOST I ED FOOO ER ON SLAB SLAB (FT) TYPE -e "1' (F0 TYPE V (FT) TYP %r "0" Fn 9m cm Da re) (in) In) 9a rm) (in) (in) (in) cm 100 MPH EXPOSURE C 10 4 17'-0' A 7'-11' A 12 19 19 20 112 A 21 21 22 23 12'-5- A 22 2? 24 25 4.5 16-1" A T-T A 19 18 19 19 11'-0" A 22 22 22 73 12'-2" A 22 22 24 25 5 13'-7' A T-1- A 19 19 i9 19 1014T A 22 22 2T 23 12'-0- A 23 23 23 25 5.5 174" A 6'-7' A 20 20 20 20 to'-8" A 23 23 23 23 11-10" A 24 24 24 24 6 11'4" A 6'-3' A 20 20 20 20 10'8 A 23 23 23 23 11'-T B 24 24 24 24 6.5 10'8 A T-(). A 20 2D 20 20 10'-T A 24 24 24 24 fl'-4' B 25 25 25 25 7 9-8" A 5'-8• A TO 20 20 20 9'-8• A 24 24 24 24 11'-2- 9 25 25 25 25 73 R.I. A 5'-3" A 2D 20 20 20 1-5" 0 24 24 24 24 10'-11" B 26 26 26 26 B 8'-6- A 5'-Y A 20 20 20 20 9'-1" B 25 25 25 25 10'-0" B 26 26 26 26 9 T-6' A 4'-r A 20 20 20 20 8'-6" B 25 25 25 25 10`-4" B 27 27 27 27 10 a-9- A 4'-T A 20 20 20 20 7'-11" B 25 25 25 25 9'-10" C 27 27 27 27 11 9.2- A T-1T A 21 2t 2i 21 7'-T B 25 25 25 25 C 28 28 20 28 12 5'-S' A 3'-8- A 21 21 21 21 6'-7" 0 25 25 25 25 C 20 28 28 28 13 5'-2' A T-5- A 21 2] 21 Zt 6'-1" 8 25 25 25 25 8'-3" C 28 26 2S 28 11 4'-1T A 3'-7 A 21 21 21 2t 5'-8' B 25 25 25 25 T-11" C 28 28 28 28 15 4'S A 3'-0- A 21 21 2t Z1 5'-3" B 25 25 25 25 T-T L 29 29 29 29 20 e. 1<-„ S'-11"`L V A R.I. A 16 16 17 18 9'-11" B 19 19 20 21 11'-9- B 20 21 22 23 4.5 T-1P A 6-S' A 16 16 16 17 9'4• B 19 19 20 21 10'-11" O 20 21 22 23 5 74• A 4'-11' A 16 t6 16 17 6'-4" B 19 19 19 20 IT-3- C 21 21 22 23 55 1-5" A 4'-S A 16 16 i6 16 7-7" B 19 19 19 20 9'-0' C 21 21 21 22 6 641' A 4'-1" A 16 16 16 16 6'-11- B 19 19 19 19 V-1. C 21 21 21 22 65 5'-5' A 3'-T A 16 16 16 17 6'-5' B 19 19 19 19 11" C 21 21 21 22 7 64- A 3'-6" A 16 16 16 17 B.S. B 19 19 19 19 B'7 C 21 21 21 21 75 4'-e' A 3'-3- A 16 16 17 17 5'-7" B 18 19 19 18 TAT C 22 22 22 22 B 4'-V A 3'd" A 16 16 17 10 T-3- 8 19 19 19 19 7'-6- C 22 22 22 22 9 3'-H• A 2'-r A 16 16 17 18 4'-8" 8 19 19 18 19 6'-8- C 22 22 22 22 10 3'8 A T-S- A 16 17 i0 18 4'-2- B t9 19 19 19 C 22 22 2Z 22 11 3'-T A Y-3' A i6 17 18 19 3'-1T B 19 19 19 19 5'8 C 22 22 22 22 t2 13 2-11" 2'4- A A T-0- T-10- A A t6 16 18 18 19 19 19 20 3'-r 13" B B 19 19 19 19 19 i9 19 20 68 4'-a' C C 22 22 22 22 22 @ 72 22 20 ....4 8'-11. V A 6'-1- A 18 16 17 18 P-11- B 19 19 20 21 11'-T 8 20 21 22 23 4.5 T'-11' A 5'-5" A 16 18 16 17 P4" B 19 19 20 21 19-11- C 20 21 22 23 5 T-1• A 4'-11' A 16 16 16 17 8'<• B 19 19 19 20 t0'-W C 21 21 22 23 SS V-5' A 4'S A 18 16 18 18 T-T B 19 10 19 20 9'-T C 21 21. 21 22 B 5-11• A 4'-1- A 16 18 18 18 V-11- 8 19 19 18 19 6-1- C 21 21 21 22 05 5A• A TT A 16 16 to 17 6'-5' B 19 19 19 1B 8'-T C 21 21 21 22 7 S.1. A 3d A /6 16 16 17 6'-ff B 19 19 19 19 8'-2 C 21 21 21 21 7.5 4'A• A 3'A" A 19 18 17 17- S-T B 19 19 19 19 T-10• C 22 22 22 22 a "4W A 3'-1" A 16 18 17 18 6'a' B 19 19 19 19 r$ C 22 22 E 22 9 T-11- A 28- A 18 16 - 17 18 4'4- S 19 19 19 19 6b• C 22 22 21 Tit 10 3'-0- A 7s A to 17 18 19 4'-T B 19 19 19 19 r-0- C 2T 22 22 22 11 S'-r A 7-T A 16 7 18 18 3'-ID' B 1B 18 18 19 5b'- C 4 22 22 Z2 12 7-11- A T-0' A 16 NI 19 19 3'-B' B 18 19 18 19 5-0" C 22 Z? 4 22 13 T-r A 1'-1T A 16 18 19 W 3'-3- B 19 19 18 20 4'-a- C 22 22 22 22 11 YA' A 1'-9" A 18 18 19 M 3'-0' B 19 19 19 20 14- C 22 22 22 22 GENERAL IN51 ROGTIONS FOR I I I AMLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM TABLES 1.1 TO 1.13 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.15 CALCULATE FROM TRIBUTARY DIAGRAM ON TA02 PAGE 2 OF 8 6. CHOOSE A HEADER FROM TABLE 2.14 THAT HAS ADEQUATE POST SPACING. - 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 40 4 4'-8" A 3'-B- A 45 4'-0' A 31<• A 14 5 T-7- A 3'-0" A td 5.5 3'-3" A 2'-0- A 14 6 3'-0" A 2'-r A 14 6.5 2'-9" A 2-3• A 14 7 7-7- A 7-1• A 14 7.5 2'-5" A 2'A- A U 6 T-3- A 1'-IT A 14 9 2'0" A 1'-8 A 14 10 T-9- A 11-6 A 14 11 1-7" A 114 A 14 110 MPH EXPOSURE C 60 4 3'-0- A 4'd1" C W 4,5 2'-8" A 4'4' C 17 5 2'-6" A 3'-11- C 17 5.5 7-2' A 3'-T C 17 6 2'-T A 3'-3- C 17 5.5 1'-11T A 3'-0" C 17 7 1'-9" A 2'40" C 17 7.5 1'-7" A Y-T C 17 A 1'1 A 7-y C 17 6. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 2.16 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 6.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 14 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 2.14 SLAB S. USE THE SMALLER OF THE SLAB SPACING OR HEADER SPACING SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE 14 5 16 14 15 i5 14 15 16 15 15 16 15 16 16 15 t6 1] 15 i6 17 16 17 17 16 17 18 16 17 i5 17 18 19 1] 16 19 17 17 10 17 1] 18 17 17 17 17 17 i5 17 17 i8 17 17 18 17 18 19 17 1B 18 17 18 19 C 16 17 18 19 5-8" C 16 17 18 19 5'-1" C 16 16 IT 18 4'9" C 16 16 17 10 4'-3' C 16 16 17 17 3'-11- C 16 16 16 17 3'-8" C 16 16 18 17 T-5" C 16 18 W 17 3'-T C 16 18 17 18 z-IT C 16 16 17 18 T8 C 16 17 1B 19 T-4' C 16 17 10 19 44" C 16 17 iB 19 3'AT C 16 17 it 18 3'-y C 16 16 17 18 3'4- C Is 16 17 18 2'-1P C 16 16 17 1B 2A- C 16 17 17 to T-5" C 16 17 13 19 2'-3' C 16 17 to 19 2'Y C 16 17 18 19 9'-r D 18 20 21 22 T-H- D 16 i9 20 21 Ti ❑ 18 19 20 21 6'-8" D 19 19 i9 20 6-2- D 19 19 19 20 5'-r 1)19191920 5'-T 0 19 19 i8 i9 4'-11• D 19 19 18 18 C-7- 0 19 19 19 19 4'-1- D 19 19 19 19 3'-8" D 19 19 19 19 3.1• n 14 19 t9 19 5'-6' 0 18 19 20 2 4'-1r D t8 19 20 21 4'-6' D 10 18 19 20 4-2- T-IT 0 18 18 18 19 3'-r ❑ 18 18 15 19 3'-0" D 18 18 t8 19 3'-1- D tB 18 t8 19 OVER- HANKS TABLE 2.15 TRIBUTARYWIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES IFTI (Fn 8 9' 10 11' IT 17 14' 15' 16' 9' )8' 19 2T 21' 22' 23 24 25 0' 4' 4.5' S' S.5' 6' SV T 7.5' B' SE' 8.5' iP 10.5' IT 11.5' IT 12.5' 1- 45 5' S.5' 6' 6.5' T 7.5 8' 8.5' 9' Be iP ics t1' 11.5' IT 126 IT T 5' 5.5' 6 65' T ].5' V 8.5' 9' 9.5' 19 10.5' 11' 11.5' 1T 12.5' IT 13.5' 3' 5.5' 6 65' 7' 7.5' IT St. 9' 9.5" 1T 10.5' 11' 11.5 IT 12.5' IT 13.5' 14- 4 ' 6 65' T > s 0' 8.5' 8' 9.5' iP 10.5' 11' 11.5 12 12.5 IT 13.5' 14' ICE T B.5' 7' 75 8' B.5' S 9.5' iP 1os. H. Its 12 12.5' IT 13.5' 14' 14.5 15' 6 7' 7.5' 1' 0.5 9' 9.6 1P 10.5' 11' 11.5' IT 123 13' 13.5' 14' 14.5' 15' 15.5' T Z5' 8' St. 9' S.E. 10' 10.5' 11' 115' IT 12.5 IT 13.5' 14' 14.5' 15' 15.5 19 0' 8' 8.6 - IF 9.5' 10' 10.5' 11' 11.5 17 12.5' 13' 13.5' 11' 14.9 15' isS. 16 16.5' 8 85 9 9.6 tP 1015' 11' 11.5' tY 12.6 IT 13.6 14' 145 19 15H 19 16.5' 1T iP 9 9.5 1a 10.5' 11' 110 IT 12.5' IT 13.9 14' 14.5 16 15.5' IV 18.5' iT 17.5' TABLE 2.17 Post Requirements for Freestanding Structures Post Description Max POST Height 0.043%1'73" Steel Clover 8' F 0.188"x3"Y3" "are Steel 15 G 0.188'714"x4" uare Steel 18 H 0.188"x5'k5"Square Sleet - -r18'- L J' r UiLD1NG PRODUCT5 227 South Town East Blvd Mesquite, TX 75149 (972) 2854811 F(972) 8824818 Putnam Engineering 3441 Ivylink Place Lynchburg, VA 24503 (434) 364-2514 cari❑utnamlffiadelohia.net Page 10 of 29 m N O d OI q 6 o f i_ o e rv n rv rv rv n n N N N n rv n rv rv rv ry n N rv rv rv rv n N n n rv rv N n rv rv ry rv rv rv rv N n rv n rv rv rv rv ~ n n rv n n rv N n n rv n rv rv rv rv rv F o_ O b_ rv rv rv n rv n rv n rv rv rv n n n rv rv n n rv rv rv n rv rv rv~ n rv rv rv rv rv n rv n rv n rv rv n rv n ~ rv rv rv rv rv rv rv rv rv rv n rv rv rv rv rv m C m w O A q 6- a ami='~-Fa_ nnrvrvNnrvrvrvnrvrv rvnrvrvrvrvNrvrvrvrvrv RR<'.rvrvrvrvNnrvN rvrvnrvrvrvrvRRArv ~rvrvrvrvrvrvrvrvry nnrynrvrvn E m ~ m p q LL ~ U m w°~a oN-_ RRrvrvrvrvrvnrvrvrvrvrv rvnnrvNrvrvnrvnNrv rvnrvrvrvrvryrvrvrvrv nrvrvrvrvrvNrvrvrvrv -rvrvrvrvrvrvrvNN rvnrvrvrvrvrv a d=' m n W w W W w W w w W W w n Z N v V) ~ 6 j V U O m U O O O O W W W W V V O O O O O V O O W W w U O O O V O O m V W W W U m O O O O O 0 O W W W W O O D U V w ¢ r Z _ - e O a b~ ¢ E i o a r`- m a m m e_ a n r m f m _ m m ~ m a m m - n m m m m r m m Z H 6 b p N a¢¢ a a a a a< a a< a¢ < t a¢ a a< a a a a a a< < a a<<¢¢ a< a a¢ a << a a¢ a a¢¢ a<<< ¢ a a a a a¢< a a a< m a a¢ a a a a a< Z m w w m rc O q C Q Gj V N y, O 'n w N m v D rv 0 h rv in "v h m rv n n e n o v n n n n rv N rv e a n n n n rv n rv M w r 4 n rv N 4TH ~ ~ n acc 2 W n m :n m a a rv rv rv rv~ r m m m v n n N h N W v ° m n n rv rv w m v rv W v ~ a~ v _ E a 4 0 E a v E v w f v m m r - v m m n m-= f v v m m r o f v m m n f 3 .i . in m ^ a N m n ~ ~ ~ O n d c n C ~ t d V N d C a ? C q C C Q~N E E ? ~ ~ q L N ~ E C~- 6 M J a U I J J 1 ~ MAR 23, N m ON ACE W v 3 r ' m FFmN W 0 O JN.~ m O..N n r A N ~L vLL Q Z m ry n n rv n n ry rv N n N rv rv N rv rv rv N rv N n n n rv n n n rv n N rv n N n n N n n n n rv n n N rv ry ry IN n n R r N n rv n N n _ rv rv n rv~ n Z-0- n n N n n r rmi F rv N rv rv n n n N rv n n n N n n N n n n rv rv n n n N n rv e N N N n rv rv n n n n N n N rv n n N m m ARFRRAn~ryrrvFNnrvRRn Fppn r°rv FF m mr nnn m F mwm rm m rRF mrRm RRry rvrv n d n _ RR O c g- m m n m n v m m n r p rvnn ~E a k~ nppRR'n_°n A n A r F F A A A 9 A &C. SYA R A A AF$RFFn~.°. F+.9 Fl7 F."3AAAARnRFFr7 Yv R.° F7AAAnAn~m. ~°~.F r~°.R~RR rF 77RAAAnnrv RRArRpnRRAArrRR w ~ 8 y.}~ FppRRArvARr~FFr9rR,°.n 'n FARAAAAh'A °~FFrnR~R~ rtlpR~.AAAnnRFFr«kRa ARAnnrvrvRrF°nAR,°„9 R$&rrn n^R RAAn,m. RRHFnnnRaAA«rR f ° 2 U y E p <<< m m m m m m o d o m o 0 o m o < a< m m m m m m d m m u d m¢ o m a a a m m m m m m m u m a m m¢ o o a a a m m m m m m m m m u o m m m u m u m m o 0 o m m o w m u d m m o 0 0 0 0 o m w w O c ° 6 6 6 Z m m a n%e? c b n m b m m b w a H n b a a h o e n b y e f- h e m m a m m m n m w m ro h n F T m m A A m v v ° A O E E Y a< 4 N N N m A a m .N-i. N o D a m m v a 6 7 F m Q a ~ tom p N O W O~ < 6<<< Q 6 6 6<< 6 t a 6 Q Q< 6 6 6¢< 6 Q 6 6 6< 6 0 0 0 6 6 Q 6< 6 a 6 6< Q 6 6¢ 6 6 6 4 4 6 6 < Q a 6 6 Q 6 6 6 6 Q 6 t< 6< 6< 6 0 0 0 6< 6<< 6 Q 6 6 6 6 6 6 6 6 6 6 6 6 6< 6< O W 1 m N W W W W W LL J % w O Q g] m h° n b b n q: m H m h b b q°' m m H m n c o F d m N m m m m W m. b h`- H o m m . m g m h z; 7 a m rv L; 7 Aga"~"ga __`am'mmnmmm .:Sc_c"_z@mmnmmm ..g _ __emmrmmm ° .:_____°am ..mr m n a € a w s m R 5 o n N e e US!N _ ALUMINUM1 EAMS IN NORMAL WIND GRFGS v.v vv ....u...... 1 11 "I Bea Bea in T..A22 5 x4 5" 77x5.68" I in TA23 10"x5.68" I Beam TA24 5"x4.11" I Beam TA22 7"x5.68" I Beam TA23 10'X5.68" I Beam TA24 TABLE 3.1 . . Attachetl Freestanding or Attached Freestanding or Attached Freestanding or TABLE 3.1 Attached Freestanding or Arta had Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Muttispan Unds Structure Multispan Units Structure Muttispan Units Structure Multispan Units LIVE TRIB MAX PO Sr MAX MAX POST LENGTH MAX MAX POSTLENGTH MAX MAX POSrLENGTH LIVE TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX OSr LENGTH N F R F 'Z' is IN F R F N R F F M( lEQ'l PO IN F Q R 17 F I F T R F N FS R I F (PSF) (m SPACING FOR 6PACNG POSL SIZE CON6rRAINE0 C0TER SPACING PO 6D:E OOTER CONSTRAINED SPACING PO SIZE CONSTMINED OOTER (PEF) FT) SPACII.G FOn G NG PO 6 E COI45T NED OOTER SPACING POST 612 E CONSTRAINED OOTER SPA NG O IIZE C ONSiRAINED OOTER ON S1-AS SLAB (m TYPE "T 'T 'T 'T (FT) TYPE b" •T "T "T Im TYPE '8• 'T Y 'T ON SLAB s1AB (m TYP "T 'd TYPE 'T Y 'T 'T (m WP -T "T "T -T (m linl 6N ON MI M) 9N ON (in) ON (IP) Po) M) (m ( ) TIN 9N M) (IN 6N fN 5N On) (m) 9e) 9N 90 MPH EXPOSURE 8 10 4 17-0 A 1T-8 B 23 23 24 25 45 15'-l. A 16-T B 23 23 24 25 5 13'-7" A 16-1" B 24 24 24 25 5.5 12'-4' A 16-T B 25 25 25 25 8 114" A 15'-T 8 25 25 25 25 85 10'-5' A 14'-9' C 26 26 26 26 7 9'-8' A 14'-5' C 26 26 26 26 7.5 9'-1" A 14'-1' C 26 26 26 26 6 e'-T A 13'-9 C 27 27 27 27 9 7'-6 A 13'-3' D 27 27 27 27 10 6'-9" A 17-10 D 28 28 28 26 iI 6-T A tY-5" D 20 29 29 29 4 5'-e A 4-1 D 29 29 29 29 13 5'-T A D 30 30 30 N 14 4'-10' A 1T-6" D 30 30 30 36 15 4'-6" A 11'-3" D 31 31 31 31 16 4'-3" A 1'-0" D 31 3t 31 J1 17 4b A 10'-6 D J1 31 31 31 23'-11" C 25 26 28 29 23'-1' C 26 26 28 29 22'4- C 27 27 27 29 21'-8' D 27 27 27 29 21-0' D 28 28 28 28 26'-6" D 26 28 28 28 211-0- 0 29 29 29 29 19'-7" D 29 29 29 29 19'-7 D 30 30 30 30 18'-S D 31 31 31 31 17'-8" D 31 31 31 31 16'-1- D 31 31 31 31 14'-9- D 31 31 31 31 13'-8- O 31 31 31 31 lz 6 D 31 31 31 31 11-1fl" D 31 T 31 31 11'-7 D 31 31 31 31 19-6' D 31 31 31 31 361-1" 0 29 31 33 34 34'-10 D 30 31 32 34 33'-9" D 31 31 32 34 32'-T D 31 31 32 33 31'-19' E 32 32 32 33 31'-P E 33 33 33 33 30-4• E 33 33 33 33 29-9 E 34 34 34 34 27-1- E 34 34 34 34 28'-1" E 35 35 35 35 27-7 E 36 36 36 35 26'-4" E 37 37 37 37 25-7 E 38 36 38 38 24'-1P E 38 39 38 3B 244" E 39 39 39 39 23-10" F AD 40 40 40 23'4- G 40 40 40 40 22'-1P G 41 41 41 41 10 4 W4)' A 17'-3' B 23 33 24 25 23'-11" C 25 26 2B 29 36'-t' 0 29 31 33 34 4.5 16-1" A 16'-7" B 23 23 24 25 25-1" C 26 26 28 29 34'-10' D 30 31 32 34 5 13'-T A 16-1" B 24 24 24 25 22'-4' C 27 27 27 29 33'-9- D 31 31 32 $4 55 1Y-4" A 15'-7" B 25 25 25 25 21'-8' D 27 27 27 29 32-9" ❑ 31 31 32 33 6 11V" A 15'-2' B 25 25 25 25 21'-T D 28 28 28 28 31'-10" E 32 32 32 33 6.5 16-6 A 14'-9' C 25 26 26 26 20'-T D 28 28 28 28 31'-1' E 33 33 33 33 7 9-8• A 14'-5' C 26 26 26 26 20'-0' D 29 29 29 29 304' E 33 33 33 33 7.5 9-1• A 14'-1" C 26 26 26 26 19'-T D 29 29 29 29 29'-T E 34 34 34 34 8 8'-6 A 13-7 C 27 27 27 27 19'-T 0 30 30 30 30 29'-1' E 34 34 34 34 9 rib A 13'-3' D 27 27 27 27 18'-0' D 30 30 30 30 28'-t E 35 35 35 35 10 6-9• A 12-10" D 28 28 28 26 16-T D 31 31 31 31 27'-2" E 35 36 36 36 11 -Y A tY-5' D 2B 29 29 29 15'-5• ❑ 31 31 31 31 264' E 3] 3] 37 12 5'-B' A tY-1' D 29 29 29 29 14'-5• 0 31 31 31 31 25'-]' E 3B 3B 38 30 13 5'd A tt'-9 D 30 30 30 30 13'-6" D 31 31 31 31 24'-11' E 30 38 38 38 14 4-10 A 1P-8' D 30 JO . 30 17-8- D 31 31 31 31 244' E 39 39 39 39 15 4'6 A ii''-3' D 31 31 31 31 11'-10" D 31 31 31 31 23'-10" F 40 40 40 40 16 4'-3 A 11'6 D 31 31 31 31 H''-Y D 31 31 31 31 234' G 40 40 40 40 17 4'6 A 106 D 31 31 31 31 106 D 31 31 31 31 2Y-t0 G _ 41 41 41 Al 10 4 1T6 - A 1T-3- B 23 23 24 25 23':11" C 25 213 28 20 38'-1• D 29 31 33 34 4.5 15'-1• A 16-T' B 23 23 24 2¢ 23-1- C 26 0 2B 29 34'-10 D 30 31 32 34, 5 17-T' A 16-1- B 24 24 24 25 224- C 22 27 2] 29 3S-Y D 31 31 32 34 SS 174' A 15-T B 25 25 25 4 21'-8" 0 27 27 27 29 3T-9" D 31 31 32 33 0 11'4" A 19-7 B 2S 25 25 25 21'6 D 28 28 20 28 31'-1P E 32 32 32 33 6.5 10-5- A 14'-8' C 26 26 26 26 20-8" D 28 28 28 28 31'-1' E 33 33 33 33 7 A 14•-5' C 28 26 26 26 20-0 D 29 29 29 29 30.4- E 33 33 33 33 7.5 T.I. A 14'-1' C M 26 26 M 19-T' D 29 29 29 29 29'-9• E 34 34 N 34 8 8'6 A 13'-8' C 27 27 27 27 19'6 D 30 30 30 30 29'-1' E 34 34 34 34 9 T6 A 13'-T D 27 27 27 27 iT-0' D 30 30 30 DO 28'-1" E 35 35 35 35 10 6-P A 1240 D 28 28 28 20 16'd" D 31 31 31 31 2T-T E 36 36 36 36 11 6-Y A 1T-5' D 29 29 154" D 31 31 31 31 26< E 37 37 37 37 12 tY-1" D 29 29 n 29 14'-5' D 31 31 31 31 25'-T E 38 3B 38 30 13 5N27 A -9' D 30 30 13'-T D 31 31 31 31 24-11' E 30 M 30 38 14 410 . G- D 30 J 30 17-8" D 31 31 31 31 244' E 39 39 39 39 15 4'6 A ll''3Y D 31 31 11'-10 D 31 31 31 31 23'-10• F 40 40 40 40 10 4'-3- A 11'6 D 31 31 11'-Y D 31 31 31 234" G 40 4D 40 40 17 4.6 A 106 0 31 31 106 D 31 31 31 31 2Y-10' G 41 41 41 41 90 MPH EXPOSURE B 25 4 7'-T A 131-9' D 21 21 23 24 19'-T' 0 24 25 26 28 294 E 27 29 31 32 45 64" A 13'-3" D 22 22 22 24 18'-Y E 24 25 26 27 28'-1' E 20 29 31 32 5 5'-9 A 12-10 D 22 22 22 23 9'-8• E 25 25 26 27 2T-2" E 29 29 SO 32 6.5 5'-7 A 12'd- D 23 23 23 23 16'-P E 25 25 25 27 26'-4- F 29 29 30 32 6 4'-Y A 12'-1" D 23 23 23 23 14'-9" E 25 25 25 26 25'-T F 30 30 30 31 B.5 4'-5' A 11'-9" D 24 24 24 24 13'-9' E 25 25 25 25 24'-H' G 30 30 30 31 7 4'-1" A 11'-6' E 24 24 24 24 12'-8" E 25 25 25 25 244" G 31 31 31 31 I's 3'-10" A 11'-3- E 24 24 24 24 11'-10" E 25 25 25 25 23'-10" G 31 31 31 31 a 3'-7' A 11'-0" E 25 25 25 25 11'-2" E 25 25 25 25 23'-4" G 32 32 32 32 9 S-2" A 9'-11' E 25 25 25 25 9'-11' E 25 25 25 25 22'-5" G 33 33 33 33 10 2'-10- A e'-11" E 25 25 25 25 841' E 25 25 25 25 21'-5' G 33 33 33 33 11 2'J" A 8'-2" E 25 25 25 25 8'-1" E 25 25 25 25 17 G 33 33 33 33 t2 2'4' A Tfi- E 25 25 25 25 7'-5' E 25 25 25 25 11'-1P G 33 33 33 33 13 2'-T A e'-11" E 25 25 25 25 6-10' E 25 25 25 25 f6'-T G 33 33 33 33 90 MPH EXPOSURE C 25 4 T-T A l3'-9" D 21 21 23 24 19-T D 24 25 26 28 '29'-1' E 27 20 31 32 4.5 64' A 1Y-3" D 22 22 22 24 18'-5' E 24 25 26 27 28'-1' E 20 29 31 32 5 5'4" A 12-10' D 22 22 22 23 1T-8" E 25 25 26 27 2T-T E 29 29 3r1 32 55 5'-T A 17-S D 23 23 23 23 16-1- E 25 25 25 27 26-4' F 29 29 30 32 6 4'-9' A 12'-1' D 23 23 23 23 14'-9" E 25 25 25 26 26-T F 30 30 30 31 6.5 4'-T A 11'-9" D 24 24 24 24 13'-8- E 25 25 M 25 24-11" G 30 30 30 31 7 4'1' A 11-6 E 24 24 24 24 12'-8- E 25 25 25 25 24'4' G 31 31 31 31 7.S 3'-10' A 11'-3" E 24 24 24 24 11'-10" E 25 25 25 25 23-10• G 31 31 31 31 0 3'-T A 11'-O' E 25 25 25 25 1R2" E 25 25 25 25 2J'4' G 32 32 32 32 9 3'-2' A 9'-11' E 25 25 25 25 9'-11" E 25 25 25 25 22'-5' G 33 33 33 33 10 2-10' A 8'-11' E 25 25 25 25 V-i1" E 25 25 25 25 21'-5" G 33 33 w 33 11 2'-T A 8'-T E 25 25 25 25 814' E 25 25 25 25 19-e" G 33 33 33 33 12 2'-4" A TS E 25 25 25 25 7'-5" E 25 25 25 25 1T-11- G 33 33 33 33 13 2'-T A 6'-11" E 25 25 25 25 61I0 E 25 25 25 25 16-7" G 33 33 33 OS 90 MPH EXPOSURE B 30 4 6-0- A 13'-0" 0 21 21 22 23 184" E 23 25 26 27 27'-0" E 27 29 31 32 4.5 54' A 12-6" D 21 21 22 23 16'6 E 23 24 25 27 26'-6' E 27 29 30 32 5 4'-10 A 12'-1" D 22 22 22 23 14-11- E 23 24 25 26 25'-8' F 28 28 30 31 55 44" A 1T-9' 0 22 22 22 M 13'-7' E 23 23 24 25 24'-11' G 29 29 30 31 6 4'-T A 11'-5' E 23 23 23 23 17-S E 23 23 24 25 24'-S G 29 29 30 31 6.5 3'-B" A 11'-1' E 23 23 23 23 11'6 E 23 23 M 24 23'-T G 30 30 30 31 7 3'3" A 10-9' E 24 24 24 24 106 E 23 23 23 24 23'6 G 3D 30 SO 31 7.5 3'-7 A 10'6 E 24 24 24 24 106 E 24 24 24 24 2Y6 G 31 31 31 31 8 3'6 A lrS E 24 24 24 24 94' E 24 24 24 24 276 G' 31 31 31 31 9 76 A 84" E 24 24 24 24 84' E 24 24 24 24 206 G 31 31 31 31 10 7S A T6 E 24 24 24 24 T6 E 24 24 24 24 111 G 32 32 32 32 11 2-7 A 6-1P E T4 24 24 24 6'-10' E 24 24 b TI 16-5 G 32 32 32 32 12 7-T A 6-3' E 24 24 24 24 6-3 E b 24 24 24 15'-1' G 3 32 32 90 MPH EXOSURE C 30 4 6'-0 A 13'-0 D 21 21 22 23 18'1' E 23 25 26 27 9j 32 4.5 51" A 17-8' D 21 21 22 23 16'6 E 23 24 25 27 26 1 23, `1 $ 4'-40' A 1Y-V D 22 22 22 Ts 14-11- E 23 24 25 26 2 55 44" A 11'-9' D 22 22 22 23 13'-T E 23 23 24 25 2 \G P 29 6 4'6 A 11'-S E 23 - 23 23 23 tY-5' E 23 23 24 25 Y 1 29 f 6.5 3'-8" A 11'-1' E M 23 23 23 11'-6' E 23 23 23 24 30 31 7 3'-S A 106 E 24 24 24 24 10-8" E 23 73 23 24 31 75 7-7 A 106 E 24 24 24 24 10'-0' E 24 24 24 24 2~')B' _ A 31~ L0 1 a 3'-0' A W.S. E 24 24 24 24 94' E 24 24 24 24 - 271' 3~/ 3Y B T-8' A 84' E 24 24 24 24 84" E 24 24 24 24 211' 31 31 ~eJ 10 2-5' A T-8' E 24 24 24 24 T-6' E 24 24 24 24 18'-1 a k. e 4 Ke 11 2'-T A VAT E 24 24 24 24 6-10 E 24 24 24 24 16.5 A ~ pt- 32 12 Y-0' A 6-3' E 24 24 24 24 6-3' E 24 24 24 24 15'-1' G 32 J Page 12 of 29 3.0 POST SPACINGS S (FT) COVERS USING LNE OBT LO WIDTH POST RE01) M MIN ( SI (TRIS FT) ISPACINGONMAIiSLAI,I FPOST I ING TYPEIFSCT LAB IS AC or Structure M- POST IT I a. STRAINEDFOO ERI ISIA NGIPOS~F 52ERIC0~ )N °d• I •C I V (F) TYPEI •C °T IAL WIND AREAS TA22 4 11" 1 B 5 1014 66'1 Beam TA24 . 5 x eam ding or Attached Freestanding or TABLE 3A Attached Freestanding or t Units Structure Multispan Units Structure Multispan Units ;<LENGTH MAX MAX PoSTLENGTH Live TRI8 MAX P057 MAX M4X POST LENGTH 15' I 1B' POST R T O 12 15I 10' L OAD WIDTH PO REO'0 POST N FOOTER Y 15' I 18 4ED FOOTER SPACING P . .E CONSTRAINED FOOTER (PSF) PT) SPACING FOR SPACING PO SVC CONSTRAINED FOOTER (Fn WSIAB SUB (FT) TYPE °d" -T Y (in) pn) (in) ON fm7 (in) fFT) On) I-) on) On) On) on 90 MPH EXPOSUREC 10 4 - 1T 0' V A 1T-3" B 24 24 25 26 21'-T B 26 27 28 3O 36'-1 D 31 32 34 36 4.5 15'-1- A 16'-T' B 25 25 25 28 20'-B- B 27 27 28 29 34'40- 0 32 32 34 35 5 13'-r A 16'4' a 25 25 25 26 194P C 27 27 28 29 33'-9" D 33 33 34 35 5.5 17-4" A 15'-r B 26 26 26 26 19-7 C 28 28 26 29 31-9• D 33 33 33 35 6 11'-4' A 16-2" B 26 26 26 26 10'-6 C 28 28 28 29 31'-10- E 34 34 34 35 65 1V-5• A 14'-9' C 27 27 27 27 P'-9• C 29 29 29 29 31'-1- E 35 35 35 35 7 91-8• A 14'-5- C 27 27 27 27 1T-1° D 28 29 29 29 304• E 35 35 35 35 7.5 4" A 14'-1• C 28 28 28 28 1V-5' D 29 29 29 29 29'-9° E 36 36 36 36 8 8'-6 A 13'-9" C 28 28 28 28 15'-IT D 30 30 30 30 29'-1" E 36 36 36 36 9 7-6• A 1T-3- D 29 29 29 23 14'-9' D 30 30 30 30 28'-1" E 37 37 37 37 10 61-T A 12'-10• 0 30 30 30 30 13'-9- D 30 30 30 30 27'-2• E 38 38 38 38 11 6'-T A 12'-S' D 30 30 30 30 17-1P D 31 31 31 31 26-V E 39 39 39 39 12 6-8" A 12'-0• D 31 31 31 31 12'-0' 0 31 31 31 31 25'-7' E 40 40 40 40 13 6-2- A 114" D 31 31 31 31 114' D 31 31 31 31 24'-11' E W 40 40 40 14 4'-10• A 19-8" D 31 31 31 31 10143" 0 31 31 31 31 24'-4° E 41 41 41 41 15 4'-6 A 19-2• D 31 31 31 31 10'-2' D 31 31 31 31 23'-1D" F 42 42 42 42 40 4 4'4" A 11-11" D 20 21 Z2 23 4.5 4'-0• A 11'-5' E 21 21 22 23 5 P-]• A 11'10' E 21 21 21 22 5.5 3'-3• A 10'4" E 21 21 21 22 5 31-0. A 9'-6° E 21 21 21 22 5.5 7-9' A 8'-9" E 21 21 21 21 ] 1-7" A B-2" E 21 21 21 21 7E 2'-5- A 7'-r E 21 21 21 21 a 2'-31 A 7'4" E 21 21 21 21 9 2'-17 A 64- E 21 21 21 21 10 T-9' A 5'-0' E 21 21 21 21 11 1'-r A 2" E 21 21 21 21 7"x5.68" I Beam TA23 10"x5.68" I Beam TA 24 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units NAX MAX POSrLENGM MAX MAX POST LENGTH POST I F V R R F R SPACING PO ST E AINED OOTER CON SPACING t E CONSTRAINED FOOTER (FT) TYPE •T "6' (Fry "V' (i0 9n) W pn) 0,0 itn) W 14'-1' E 21 23 25 26 25'-T G 26 26 39 11 12'-r E 21 23 24 25 24'-3• G 27 28 30 31 11'-4' E 21 22 23 24 23'-5" G 27 28 29 31 10'-4- E 21 21 23 24 22'-9° G 28 26 29 31 9'-5- E 21 21 22 23 27-1• G 28 28 29 30 1-9" E 21 T 22 23 21'4• G 29 29 29 30 8'-1' E 21 21 21 22 lVV G 29 29 29 29 T-7' E 21 21 21 22 t8'-3- G 29 29 29 29 T4' E 21 21 21 22 1T-1" G 29 29 29 29 6-4" E 21 21 21 21 15'-3" G 29 29 29 29 'B" E 21 21 21 21 13 G Z9 29 29 29 5 '-2" E 21 21 21 21 G 29 29 29 29 60 V4 PH G3'-V ` L yA 13'4- E 23 23 24 26 9'4" E 21 23 24 25 27-Y' G 28 30 32 33 4.5 2'-8• A 17-8- E 24 24 24 25 8'-6- E 21 22 24 25 20'-5• G 28 29 31 32 5 7-5' A 12-1" E 25 25 25 25 T-8" E 21 22 23 24 181-5' G 28 2B 30 32 5.5 2-T A 111-9" F 25 25 25 25 6'-11' E 21 21 22 24 16'-9' G 2B 28 30 - 31 6 T-0' A 11'-5' G 26 26 26 2fi - E 21 21 22 23 16-5" G 20 28 29 SD 6.5 f-10' A 11'-1• G 26 26 26 26 5'-11" E 21 21 22 23 14'-3' G 28 28 28 30 7 1'-9' A 19-9- G 26 26 28 26 66" E 21 21 21 22 13'-2° G 28 28 28 29 7.5 1'T' A 10'-0' G 26 26 25 26 5'-V E 21 21 21 Z2 124- G 28 28 28 29 8 1'3' A 9'-5" G 27 27 27 77 4'-9" E 21 21 21 21 11'-7• G 20 28 28 28 20 ao 4"° u 8'-iP c v A 144- C 21 22 23 24 D 24 75 27 29 31 33 4S T-H• A 13'-T C 22 22 23 2 D 24 25 28 29 31 32 5 T-1• A 13'-0• 0 Z2 22 22 23 25 25 29 29 31 32 5.5 6-5• A t2-r D 23 23 23 23 16--IW D 25 25 29 29 30 32 6 5-11' A 12-3- D 23 23 23 23 D 5 25 30 30 30 32 8.5 5'-5• A tt'-11• D 24 24 24 24 F D 25 2 31 31 31 31 7 5-i° A fl'-8- D 24 24 24 2 D 25 g 31 31 31 31 7.5 4'-9• A 11'-5• 0 25 25 25 2 D 2 25 32 32 32 32 8 4'-5• A 11'-r 0 25 25 25 2 D 2 25 32 32 32 32 9 3'-11- A iV-5" D 25 25 25 D 25 33 33 33 33 10 3'-e• A 9'-5' D 25 25 25 2 D 25 34 34 34 34 i Y-r A 8-6• 0 25 25 25 2 8'-6- D 5 25 34 34 34 34 12 2'-N° A T-10" D 25 25 25 2 7-10' D 5 25 34 34 34 13 74C A T-3• O 25 25 25 2 7'-T D 25 25 34 34 34 34 20 ..0 4"' 8'-11•`L y A 14'-0• C 21 22 23 24 D 24 25 2 29-r E 2] 29 31 33 4.5 T-11• A ls' C 22 22 23 24 111 24 25 26 28 28'-6• E 28 29 31 32 6 T-1• A 13'-0° D 22 22 32 23 D 25 ZS 26 27 2T-6 E 29 29 31 32 55 6-5' A 12-T D 23 23 23 ZJ D 25 25 20 27 24.0• E 29 29 30 32 8 4-11• A 12-3• D 23 23 23 23 D 25 25 25 TO 264Y E 30 SO SO 32 6.5 5'S A 11'-11" D 24 24 24 24 fuw4l- 0 25 25 25 28 254• E 31 31 31 31 1 5'-1• A 11'W D 24 24 24 24 0 25 25 25 25 24'-9° E 31 31 31 31 7.5 {'-0• A 11'W D 25 25 25 25- D 25 25 25 25 2{'-r F 32 32 32 32 8 4'S A 11'-r D 25 25 25 25 D 25 25 25 25 2TIC F 32 32 32 32 9 T'-11• A ly5 D 25 25 25 25 D 25 25 25 25 2Y-9' G 33 33 33 33 to 3'A• A s-5• D 25 25 25 Z5 Vr D 25 25 25 25 22-0• G 34 34 34 34 it 3'-2 A VT D 25 25 25 25 8'-6' D 25 25 T5 25 2V-5- G 34 34 U 34 12 2-11• A 7-10- D 25 25 25 25 T-10' D 25 25 25 25 18'-9' G 34 34 34 34 13 T-8• A T-3• D 25 25 25 25 T-T D 25 25 25 25 1Ti• G 34 34 IN 3d 14 7-fC A V-e• D 25 25 25 25 64C D 25 25 25 25 16-1' G U 34 36 U UtNtKAL INS I KUG I IUN* f VK I KMOC I Netw 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM TABLES 1.1 TO 1.14 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 CALCULATE FROM TRIBUTARY DIAGRAM ON TA02 PAGE 2 OF 8 6. CHOOSE A HEADER FROM TABLE 3.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4. 9. FIND THE O/C SPACING OR 9 OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 6.5 10. USE THE APPROPRIATE DETAILS FOR PATIO BLABS FOLLOW 1.6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 3.1 SLAB 8. USE THE SMALLER OF THE SLAB SPACING OR HEADER SPACING SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE OVER- HANG TABLE 3.2 TRIBUTARY MOTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES(FT) (Fry 0' 9 10 11' IT 13' t4' 15' 16' 1]' 18' 19 20' 21' 22' 23' 24' 25 V 4' 4.V 5' 5.5' 6 6.5' T 7.5' 8' 8.5' V B.S. 10' 10.5' 11' 11.5' 17 12.5- V 4.5' 5' 5.5' 6' Bs 7' 75 8' 8.5' 9' VV t0' 10.5 11' 11.5' IT 125 13 T 5 5.5' 6 6.5' 7' TV 8' B.5' V O.S. 1V 105 11' 11.5' IT 12.5' 13' 13.5' T 55 6 6.5• T 7S' 8' B5' 9' 95' 1V 106 11' 11.5 12' 125' IT 13.5 14' 4' 6' 6.6 T TV e 85 9 95' 10 10.5' 11' 11.5 IT 125 13' 135 14 14.5' 5' 5.5' 7' 7.5' 8' BS• 9 95 19 105' 11' 115' IT 12.5 13' 115' 14' 14.5' 15 6 7' TV 8' 8.5' V 9.5' 1V 10.5 1t- 11.5' 12 125 13' 13.5 14' 14.5' 15' 15.5' 7' 7.5' e' BE, 9 9.5' 1V 10.5 11' 11.6 12 12.5' 13' 13.6 14' 14.5' 15' 15.5' 16 8' 0' 8.5' 9 VV 1V IVF 11' 11.5' 12 125 13' 13.5 14• 14.5' 16 15.5' 14 16.5' 4 8.6 9 OR 1V 10.6 11' 11.6 IT 12.5' IT 13.6 14' 14.5 16 15.6 td 48.5 IT to 9 9.4 IV 10.5' 11' 1Y.Y 12 12.4 1V 13.5' 14' 14.5' IT 15.5 1V 16.5' IT 1TV TABLE 3.4 Post Requirements for - Freestanding Structures Post Description Max Heigh[ POST 0.043"#'S3" Steel Clover 8' F 0.188'Y3"x3" uare Steel 15 G 0.188!W'W" Square Steel 18' H 0.188"x5"x5" Square Steel 18' NEWS f f UILDING PRODUCTS 227 South Town East Blvd Mesquite, TX 75149 (972) 285-8811 F(972)882.8818 Putnam Engineering 34411vylink Place Lynchburg, VA 24503 (434)384.2514 carlDutnamfadelphtauli Page 13 of 29 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING ALUMINUM I BEAMS IN NORMAL WIND AREAS 3.5" x al Beam 10'x5.5" VK I Beam 3,a' x 3" 1 Beam 7"x5.5" VK I Beam 10'x5.5" VK I Beam TABLE 3.6 Att aChad Freestanding or Attached Freestanding or Attached Freestanding or TABLE 3.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure MuRispan Units Structure IMuftispan Units Structure Multispan Units Structure Multispan Units Structure Multispan Units Structure MuRispan Units LIVE TRIG MAX POST MAX MAX POST LENGTH MAX MAXPOSTLENGTH LNE TRIB M4X POST MAX MAXPOSTLENGTH MA% MAX POS'TLENGTH MAx MAX POSr LENGTH ,GTER LOAD WIDTH POST REDID POST MIN FOOTER 12'' 15' I 18' POSr MIN FOOTER tY' 15' I 18' LOAD WIDTH P08T REO'C P06( MIN FOOTER 1Y I 15' I 18 POSL MIN FOOTER 12' I 15' I 16' POST MIN FOOTER TT' t5'' 18' SPACING POSTI SIZE SPACING PO SIZE CONSTRAINED FOOTER (PSF) (FT) SPACING FOR SPACING PO 612E CON3TRAINED FOOTER I.N. SPOST 56E CONSIMINED FOOTER SPACING PO SIZE CONSTRAINED FOOTER (PSF) (FT) SPACING FOR 3PACING POSr 61ZE CgJSRtNNED FOOTER ON SLAB SLAB (FT) TYPE v -d' "d" (Fn TYPE "tl' 'tl' "P V ON SLAB SLAB (FT) TYPE b" "C 'T (FT) TYPE "r 'd' "d' Y" (FT) WP (F!) lin) On) I fnl I On) (in) 0n) On) fn) (Fn (in) (im) (m) (n) ON (in) (n) (in) (in) (in) (10 00 '4 U 17-P c o A 1P-e- A 20 21 22 23 23'-T' C 25 26 28 29 37-0- D 28 30 32 33 4.5 15'-1- A N'-3• A 21 21 22 23 22'-T C 26 26 26 29 30-11" D 29 30 31 33 5 13'-T A 10'-1T A 21 21 21 22 22'-T O 27 27 27 29 29'-11" D 30 3D 31 33 5.5 12'-4" A 19-6 A 22 22 22 22 21'l' D 27 27 27 28 29'-T D 30 30 31 32 6 11'-4" A 18-2- A 22 22 22 22 20'-9" D 28 28 28 28 20'-3" D 31 31 31 32 6.5 10'-5- A V-11- A 22 22 22 22 20'-3" D 28 28 28 28 27'-6' D 31 31 31 32 7 9'-8- A w-8" B 23 23 23 23 19'-9' D 29 29 29 29 2G-11" E 32 32 32 32 7.5 91-1- A 9'-6' B 23 23 23 23 19'-V D 29 29 29 29 26'4" E 32 32 32 32 0 8'6" A 9-3- B 23 23 23 23 16-11' D 30 30 30 30 25'-9" E 33 33 33 33 9 7'-6- A 8'-11' B 24 24 24 24 18'-2' D 30 30 30 30 24'-10" E 34 34 34 34 10 61-T A X-0" B 25 25 25 25 17'-T D 31 31 31 31 24'-0' E 35 35 35 35 11 6'-Y -A 8'-4" B 25 25 25 25 1T-1" E 32 32 32 32 23'J" E 35 35 35 35 12 5'-B' A 8'-P C 26 26 26 26 114" E 33 33 33 33 Y2'-7' E 35 36 36 36 13 5'-2' A T-11' C 26 26 26 2fi 16'-2' E 33 33 33 33 22'-D' E 37 37 37 37 td 4'-1T A T-9' C 2> 2] 2) 2] 16-9" E 34 34 34 34 21'-6" E 37 37 37 37 15 4'-6' A T-T C 2] 2> 2) D 19-5- E 34 34 34 34 21'-0' E 38 38 38 38 16 4'-]' A T-5" D P 2] 2> 27 16-1" E 35 35 35 35 20'-7- E 38 38 38 38 17 4'-T A T-3' D 28 2B 28 28 14'-9" E 35 35 35 35 20'-Y F 39 39 39 39 10 4 tT-0' A ii'-0- A 20 21 22 23 23'-0" C 25 26 28 29 32'-0" D 28 30 32 33 4.5 15'-1' A 11'5' A 21 21 22 23 22'-8' C 26 26 28 29 30'-11- D 29 30 31 33 5 13'-T A t0-1P A 21 21 21 22 2Y-T C 27 27 27 29 29'-11- D 30 30 31 33 5.5 174' A 19-5 A 22 u 22 M 21'-4" D 27 27 '27 28 298 D 30 30 31 32 6 11'4' A W'-2' A 22 22 22 23 20'-9" D 20 28 28 28 28'-3' 0 31 31 31 32 6.5 17-S A 9'-11" A 22 22 22 22 20'-3' D 28 28 28 28 27'-e' D 31 31 31 32 7 9S" A 91-V B 23 23 23 23 19'-e' D 29 29 29 29 26-11- E 32 32 32 32 7.5 9-1" A 9-5 B 23 23 23 23 19'W D 29 29 29 29 28'-4- E 32 32 32 32 8 8'-6` A 7-3- 0 23 23 23 23 18'-11" D 30 30 GO 30 25'-A E 33 33 33 33 9 7'-6" A V-11' B 24 24 24 24 16'-2" 0 30 30 30 30 24'-10" E 34 34 34 34 10 6-T A 0'-8' B 25 25 25 25 17'-7" D 31 31 31 31 24'-0- E 35 35 35 35 11 e'-Y A 0'-4" B 25 25 25 25 17'-1" E 32 32 32 32 23'-3" E 35 35 35 35 12 5'-0' A 8'-1' C 26 26 28 26 16-7- E 33 33 33 33 22'4" E 36 36 36 36 13 5'-2' A T-11' C 26 26 26 26 18'-2" E 33 33 33 33 22'-0- E 37 37 37 37 14 4'-1T A T-8" C 2> 2> 27 27 15'-9" E 34 34 34 34 21'-6' E 37 37 37 37 t5 C$ A Td' C 27 27 27 27 16-S - E 34 34 34 34 21'-V E 38 36 38 30 18 4'-3' A TS' 0 27 27 27 27 15'-1" E 35 35 35 35 27-T E 30 38 38 30 17 A TS" D 28 28 28 28- 14'-9- E 35 35 35 M5 2P-T F 39 38 38 39 10 4 1T-P A 11'8 A 20 21 22 23 2YT C 25 4 28 29 92-0' D 20 30 32 33 4A 15-1' A 11V" A 21 21 22 -?A. 22-0' C 26 26 28 20 ' 3D-11' D 30 30 31 A 5 130-7, A W4W A 21 21 21 22 2Z-0' C 27 27 2) 29 29'-11- D 30 30 31 33 5.5 12~ A 108 A 22 22 22 22 214- D 27 27 27 28 w`7 D 30 GO 31 32 6 114- A 10-Z A 22 22 22 22 205' D 28 28 28 28 28'5' D 31 31 31 32 6.5 103" A 7-11- A 22 22 22 22 20'-3- D 28 26 28 28 2TA- D 31 31 31 33 7 95' A 6-8' B 23 23 23 23 1C-8- D 29 29 29 29 26-11" E 32 32 32 32 7.5 9'-1- A 9'-e' 0 23 23 23 ZJ 1Y-4' D 29 29 29 29 20'4- E 32 32 32 32 e 8'8 A 9'J" B 23 23 23 23 18'-11" D 30 30 30 30 26-9- E 33 33 33 33 9 T8 A 0'-11' B 24 24 24 24 10'-Y D 30 30 30 30 24-10' E 34 34 34 34 10 6-9- A 8'-e' 8 25 25 25 25 1T-T' D 31 31 31 31 24'-0" E 35 35 35 35 11 e'J' 8 25 25 25 25 1>'-1" E 32 32 32 32 23'-3' E 35 35 35 35 12 8'-0-' C 26 26 2fi 26 16'-T E 33 33 33 33 =.r E 36 36 as 36 13 T-11' C 26 26 26 28 16'-Y E 33 33 33 33 278 E 37 37 37 37 14 1 T-9' C 2) 2) 27 2] 1A8- E 34 34 34 34 21'-e- E 37 3] 3) 37 15 4W A T-T C 2> 27 27 2) 15'-5- E 34 34 34 34 21'-T E 38 30 38 38 16 T-5 D 2] 2] Z7 2) 15-1- E 35 35 35 35 20'-T E 3B 38 30 38 17 T-3' D 28" 26 28 28 14'-8• E 35 35 35 35 20'-Z F 39 39 38 39 25 4 7'-2' A 9'-3" B 18 19 21 22 18'-11" D 24 25 26 26 25'-T E 28 28 3u 31 4.5 a-4' A 8'-11" C 19 19 20 21 18'-2" E 24 25 28 27 24'-IV E 27 28 3O 31 5 5-9" A 8'-8" c 4 20 20 21 1T4" E 25 25 28 27 24'-T E 27 2B 30 31 5.5 5'4' A 84 C 20 20 20 21 17'-1' E 25 25 26 27 23'-3' E 28 26 29 31 6 4'-T A 6'4' C 20 20 20 21 16-7" E 26 26 26 27 2Z-T E 29 29 28 30 6.5 4'-5' A 7'-11' O 21 21 21 21 16-2' E 26 26 26 27 2Z-T E 29 22 29 30 7 4'-1' A 7'-9" D 21 21 21 21 15'-9" E 27 27 27 27 21'6" F 30 30 30 30 7.5 3'-10' A 7'-0" 0 21 21 21 21 15'-5" E 27 27 27 27 21'-0" F 30 3O 30 30 0 3'-7" A 7'-5' D 22 22 22 22 16-1' E 28 28 28 28 20'-0" G 31 31 31 31 9 3'Y A ]'-V D 22 22 22 22 14'4 " E 28 26 28 20 19'-t T' G 31 31 31 31 10 2'-10- A 6'-1T D 23 23 23 23 14'-T E 29 29 29 29 19'-T G 32 32 32 32 11 2'4' A 6-8' D 23 23 23 23 13'-Z F 30 30 30 30 I&W G 33 33 33 33 12 Y-4" A 6-5- D 24 24 24 24 13'-T G 30 30 30 30 16'-0' G 33 33 33 33 13 2'-Y A 6'-2" E 24 24 24 24 12'-iW G 31 31 31 31 17'-T G 34 34 34 34 25 4 7'-Y A 9'J" a t9 19 21 22 18'-N" D 24 25 26 28 25-9' E 26 28 30 31 4.5 6-4" A C 19 19 20 21 182" E 24 25 26 27 24-10" E 27 28 30 31 5 6-9" A 8'-6' C 20 20 20 21 17'-7 E 25 25 26 27 24'-0" E 27 26 30 31 5.5 6-2' A 8'-4" C 20 20 20 21 17'-1" E 25 25 26 11 23'-3" E 28 28 29 31 6 4'-9' A 8'-1" C 20 20 20 21 16'47 E 26 26 26 27 22'-T E 29 29 29 30 6.5 4'-5" A 7'-11" D 21 21 21 21 16'-2" E 26 26 26 27 22-D' E 29 29 29 3O 7 4'-1" A 7'-e' D 21 21 21 21 15'-9- E 2] 27 27 27 21'-T F 30 30 30 30 7s 3'-10' A 7'4" D 21 21 21 21 15'-5" E 27 27 27 27 21'-D" F 30 30 30 30 8 X-T A T-T D 22 22 22 22 15'4' E 28 20 28 28 20'-7- G 31 31 31 31 9 3'-2" A 7'4" D 22 22 22 22 14'-6" E 28 28 28 28 19-10" G 31 31 31 31 10 2'-ID' A 8•-10- D 23 23 23 23 14'" E 29 29 29 29 19'-2' G 32 32 32 32 11 2'-)' A 6'-0' D 23 23 23 23 13'-T F 3O 30 JD 30 18'-6' G 33 12 24' A 6'-5' D 29 1 24 24 24 13'-T G 30 30 30 30 10'- G 33 33 33 33 13 2'-Y A e'-2' E 24 N 24 24 12'-1T G 31 31 31 31 1)'-0" G 34 3`1 34 31 30 4 6'-T A B-1. C 18 19 20 21 17'-iT E 23 25 26 27 24'1" E 26 28 30 31 4.5 54" A 81-5- C 19 19 20 21 17'-T E 24 24 26 27 23'-5- E 26 20 29 31 5 4'-10' A 8'-2" C 19 19 2D 21 184' E 24 24 26 27 27-0" E 27 28 29 31 5.5 4'4' A 7'-11" D 20 2D 20 21 16'd" E 25 25 25 27 27-0, E 28 28 29 30 6 4'-T A TS- D 20 20 20 21 16-8" E 25 25 25 26 21'-T F 28 28 29 30 6.5 3'-8- A 7'-0' D 20 20 20 20 15'-3" E 26 26 28 26 20'-17 G 29 M 29 30 7 3'-S A T-3' D 21 21 21 21 14'-1T E 28 26 26 26 204' G 29 29 20 3D 75 T-Z A 7-1' D 21 21 21 21 14'-0" E 27 27 27 27 18'-1T G 30 . 30 30 30 0 74T A T-T 0 21 21 21 21 14'-5 E n 27 27 27 18'b' G 30 30 3) 30 8 7it' A 88 D 22 22 22 22 13-0 F 28 26 28 28 18'-8' G 31 31 31 31 10 78 A 68 D 22 22 22 22 13'5' G 28 28 28 28 i6'-1" G 32 32 32 11 Z-Z A 6'-1' E 23 23 23 23 1Z-1T G 29 28 29 29 1T-8' G 32 32 a2 12 2'-T A S-T' E 23 Zt 23 23 17 S G 30 30 30 an 1T-0' G 33 33 90 MPH EXPOSURE C 30 4 6'-T A B'-8' C 18 19 20 31 1r-in- E A 25 26 9 24'-4" - 28 4.6 5'-4' A 8'-5' C 19 19 20 21 17'-2- E 24 24 26 27 23'-5' ~{v Q 1 5 4'-1P A 8'-Y c 19 19 20 21 16-7' E 24 24 26 27 2Y-8- > ' D 20 30 20 31 16-1' E 25 25 8 2] I 5.5 6 4'-0" A A -i t ]'S' 0 20 20 20 21 15'-6- E 25 25 25 26 21' "Ei r 6.5 A T-6' 0 20 20 20 20 16-3" E 26 26 26 26 2P- G. 7 3-5" A T-3" D 21 21 21 21 14'-10" E 26 26 26 26 20' 7.5 3'-T A T-1' D 21 21 21 V 14'8 E 2] 27 27 2) 19'- G . 3 JA 8 38 A T-0" D 21 21 21 21 14'-3' E 27 27 27 27 19 GO 9 TS' A 85' D 22 22 22 22 1T-0' F 28 28 28 28 18'5 Q% `at ~ 31 31_ 1 10 Y-S A 6'-6' D 22 22 22 22 13'-Y G 28 28 38 28 10'-1' F0 4~ ~~e u5 4 11 Z-T A 23 Zt 23 23 tY-t0" G 28 N A 29 A C-f ! 12 Y-0' A 5'-T E 23 23 23 23 17-5' G 30 30 30 as 1>'-0" G 33 . 33 Y 1 r Page 14 of 29 3.0 POST SPACINGS FOR Structure Muttispan Units - 7 Tft16 MAX POST MAX MAX POST LENGTH LOAD WIDTH Po6T ftE0'D Po6r MIN FOOTER 1Y I 15' I TV (PSF) (FT) SPACING FOR SPACING POSr SIDE CONSiFWNE0 FOOTE ONSLAB SLAB (FT) TYPE .1 -d' "C -d' I (M (in) On) on) 6n) -UMINUM I BEAMS IN NORMAL WINO "x5.5" VK I Beam AKhAJ 10'65" VK I Beam Attached Freestanding or Attachetl Freestanding Or Structure Muttispan Units Structure Multispan Units MAX MAX POST LENGTH MAX MAX P06r LENGTH POST MIN FOOTER 12 I is I 18' POST MIN FOOTER 1Y' 15' I 18' PACING POST SEE CONSTRAINED FOOTER SPACING PO SEE CORSTMINEO FOOTER (FT) TYPE "d' "d' -d" -d (FT) TYPE 'e 0n) en) tin) (in) (n) fin) (m) 5n) 100 MPH EXPOSURE C - 5 10 4 4.5 5 5.5 6 6.5 7 7.5 B 9 10 11 12 17'-0- 15'-1" 13'-P 12'-1 11'<' 16-5" 9'-8- 9-1" 8'-6- 7'-6- 6'-9 6-T 5'-e- A A A A A A A A A A A A A 11'-e" 11'-3" 16-16 10-6- 19-7 9-11" T-0" 9'-6' 9'-3' 8'-11" B'-8' 64" F-1- A A A A A A B B B B 6 B C 21 22 22 23 23 24 24 24 25 25 21 27 27 21 22 22 23 23 24 24 24 25 25 2B T] 27 23 22 22 23 23 24 24 24 25 25 26 27 27 24 24 23 23 23 24 24 24 25 25 26 27 27 23'-0" 22'-9" 22'-0" 214- 29-V 26-3" 191-9" 19'-4' W-W 18'-7 ' 1T-]" 17'-1' 16'-7- C O C D D D D D D D D E E 27 20 20 29 29 SO 3D 31 31 32 33 34 34 27 28 28 29 29 SO 30 31 31 32 33 34 34 29 29 29 29 29 30 30 31 31 32 33 34 34 30 30 30 30 29 30 30 31 31 32 33 34 34 37-0 36.11" 29'-11" 29'-6' 28'-3- 2T-6" 26'-11" 26'-4" 25'-e' 24'40- 24'-0' 2J'-3- 22'-7" D D D D D D E E E E E E E 30 30 31 32 33 33 34 34 35 36 37 37 38 31 31 31 32 33 33 34 34 35 36 37 37 30 33 33 33 32 33 33 34 34 35 78 37 37 38 3 34 34 34 34 33 34 34 35 36 37 37 38 13 14 15 5'-2" 4-16 4'6" A A A T-11" 7'-9" T4- C C C 28 28 29 28 28 29 28 26 2B 28 28 29 16'-2' -9" 5'-5' E E E 35 36 >6 35 36 36 35 36 36 35 36 36 22'-0- 21'-V E E E 39 39 40 39 39 40 39 39 40 39 39 40 eu Pn Re X o 262" 32 20 4 6'41 A 9-5' B 18 20 21 22 24 25 28 2 4.5 T-11" A B''-1" 0 19 19 20 21 24 25 26 2 25'-2- 31 5 T-1" A S'-9" 0 20 20 20 21 25 25 26 24'-4- 31 5 5 61-5- A e'6- B 20 20 20 21 25 J 25 26 23'-]" 1 . 6 5'Q1" A 8'-3" C S 20 20 21 ' 20 E 26 26 22-11" 31 26 26 26 2T-4" N R 9 30 6.5 5-5" A 8-6 C 21 21 21 2 " ' A TAT C 21 21 21 2 27 27 27 2 21'-10" 3C 7 7.5 -1 5 4'-9" A T-6 C Y1 22 22 E 27 2] 27 2 21W 30 0 4'-5" A 7-6' C 22 22 22 - E 20 28 28 20 20-1P 31 9 3'-1P A Td- D 22 " 28 28 20 20-P 32 10 T T A T6" D 23 23 23 " 19S 2 32 11 3'-T A 6-9" D 23 23 23 2 " 3 30 1B'- 33 33 33 33 12 2-11" A 6-T D 24 34 24 34 " E 30 30 -4" G 34 34 34 34 13 7-8" A 6-5' 0 24 24 24 24 E 31 E 31 31 31 G J4 34 34 34 nu 4m u ne e ' - 28 26'-2" E 26 29 30 32 20 641 A SW B 19 20 21 22 19 -2 D 24 25 4.5 T-11" A B'-1" B 19 19 20 21 1B'-6 D 24 25 2 21 E 1 21 30 31 5 7-1" A B''-P B 20 20 20 21 17-16 0 25 244- E 20 28 SO 31 5.5 6-S A 8'-B" B 20 20 20 21 1T4' D 25 23'-T E 28 28 29 31 a 5'-11' A 8'-3" C 20 20 20 21 16,10" E w 2 2T-11" E 29 20 4 31 SUB SS A 6'4T C 21 21 21 21 lvS E 28 26 26 27 27i E 29 29 20 -30 7 1-0' A T-1P C 21 21 21 21 16-R E 27 n n 27 21117 E an 30 30 SO 75 1'-C A Td" C 22 23 22 22 16-9" E 27 27 27 27 214' E SO 30 30 SO a 4'6" A T$ C Tl M 22 22 111 E 211 28 28 29 W-11" E 31 31 31 31 9 3'-11- A T-0" D 22 Tt 22 22 14'-8" E 28 28 26 20 27-1" F 32 32 32 32 0 3'6" A T-0 D 23 23 4 23 14'-3" E 29 22 28 29 18'-S F 32 32 32 32 1 6 9 0 23 23 n 23 13'-T E SO 30 30 30 18'-10" G 33 33 33 33 11 12 T-T 2'-11' A A . 6'-T 0 24 24 24 24 13'-S E 30 30 30 SO 184" G 34 34 34 34 13 T6" A 6-S D 24 24 24 24 13'-1. E 31 31 31 31 1T-10' G 34 34 34 34 14 26" A 66" 0 24 24 24 24 tY-9' E 31 31 31 31 1T-5" G 35 35 35 35 V CIYCRNL IIYJ 1 RVY I V na rVn . n~vw r`r~~v 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM TABLES 1.1 TO 1.14 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.7 CALCULATE FROM TRIBUTARY DIAGRAM ON TA02 PAGE 2 OF 8 6. CHOOSE A HEADER FROM TABLE 3.6 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. " 5" VK I Beam 7"x5 10"x VK I Beam 1 Beam 3.5 x 3 . TABLE 3.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Muttispan Units St ructure Multispan Units fRIB MAX MAX MAX POSt LENGTH MA% POSrLENGTH MAX P06rLENGTH Cs , N F 0 R - 16 T FORT 1 0 R is IS IT T I POST N R F ! PEE PACING PO 5 12E OOT ER CONSTRAINED GPAC NG P0 8T E OOTER INEO ONBT SPACING PO SIZE " D TE OR N5rRPJNED ' - " ' " - ON SLAB (FT) TYPE "T 'M V -d" (Fr) TYPE V' 'd' -T "d- (Fn WP r d s d (FT) (in) (in) on) (in) On) fn) 0n) (in) Bn) (in) (in) (in) 40 4 4'-6" A VV D 18 4.5 4'-0' A 7'-e- 0 18 5 1-1' A T-5- D 19 5.5 3'-3- A T-2" D 19 6 3'-6 A D 12 5.5 T-9" A 6-16 0 20 7 T-T A e'-a- D 20 7.5 7-5" A 6-8" D 20 8 2'3" A 6-4` E 21 9 7-0" A 5'-6 E 21 10 1'-9" A 5'-1- E 21 18 20 21 164" E 22 24 25 27 19 20 21 16-F E 23 24 25 26 19 19 ID 15'-T E 24 24 25 26 19 19 20 14'-8' E 24 24 25 26 19 19 20 146" E 25 25 25 26 20 20 20 13-11" E 25 25 25 26 20 20 20 134 F 25 25 25 25 20 20 20 13'-3- F 26 26 26 26 21 21 21 13'-0" G 26 26 26 26 21 21 21 12-6 G 27 27 27 27 21 21 21 124' G 28 26 28 28 21 21 21 11'-0' G 28 28 28 26 22'-3- E 25 27 29 30 21'-5" F 26 27 29 30 20'-8" G 26 27 29 30 20'-1" G 27 27 28 30 19-6 G 27 27 28 29 19'-6 G 28 26 28 29 18'6" G 28 28 28 29 18'-1" G 29 29 29 29 1T-5' G 29 29 29 29 1T-1" G 30 30 30 30 16'6` G 31 31 31 31 16-0' G 31 31 31 31 60 110 MPH 4 4.5 5 5.5 6 fis 7 7.5 EXPOSUR 3'-0" T-e' 2-5' 2'-2" 2'-6 1'-10- 1'-9' 1'-7 E C A A A A A A A A A 8'-IT 8'-5- 8'-7 T-01' T-8' 7'-6 7'3" T4` T-6 E E E E E E E E E 21 21 22 22 23 23 23 24 24 21 21 22 22 23 23 23 24 24 22 22 22 22 23 23 M 24 24 23 23 23 23 M 23 23 24 24 144 13'-T 13'-4" 12-11- 126" 12'-2' 11-11- 11'-6" 10'-9" E F F G G G G G G 24 25 25 26 26 27 27 26 28 25 25 25 26 26 27 27 26 28 27 27 26 26 26 27 . 27 26 28 28 28 28 27 27 27 27 28 28 19'-7" 10-16 18'-2- 177 1T-l- 16'-V 16'-3" 15-11- 15'-]" G G G G G G G G G 27 28 28 29 29 30 30 31 31 29 29 29 29 29 30 30 31 31 31 30 30 30 30 30 30 31 31 32 32 32 31 31 31 31 31 31 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 3.8. 9. FIND THE OTC SPACING OR 9 OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 6.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 16 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 3.1 SLAB S. USE THE SMALLER OF THE SLAB SPACING OR HEADER SPACING SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE OVER- HANG TABLE 3.7 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) (Fn 10' 11' 12 IT 14' 15' IT IT 18' 19' 20' 21 27 23 ' 24' ' 25 ' 0' 4' 4.5' S' 5.5' e' 6.5' T 7.5' 0' as. 9' 9.5' 19 10.6 115 4 125 1' 4.5' S' 5.6 e' 05 T 75' T 8.5' 9 95 10' IUF 11' 11.5 12' 12.5' IT 2' 1' 5.5' V 65' T TV 8' a5' 9 9.5' 10' 10.5' 11' 11.5' 12 12.6 13 135 6 6.5' T 7.5' F 8.5' 9'. TV 10' 10.5' 11 11.5' 12 125' IS 115' 14 4- 6 6.5' 7' TV 8' 8.5' 9' 85 16 10.5 11' 115' 12 125 13 135 14 14.5 5' 65 T 7.5' V 8.5' 9 SE. 16 10.5 11' 11.5 17 12.5' 13' 13.5' 14 ICE` 15' 6' T 7.5 e' B.5' 9' 9.5' 16 105 11' 11.5' 12' 12.5' IT 135' 14 14.5' 15' 15.6 T 7.6 8' a.5' 9' 9.5' 10' 105' 11' 11.5' 12' 12.5' IT 13.5' 14' 14.5' IV 15.5' 16 V - 8' 8.5' 9' ev 10 10.5' 11' t1.B 12 12.5 17 135' 14' 14.5' IF 15.5 16 165' 1' 9.5' 9 915' 16 105 11 11.5' 12 12.5' IT 13.6 14' 14.6 15' 15.5' 16 16.5' IT 16 a 9.5 16 10.5' 11' ITS 12 12.5' IT 13.5' 14' 14.6 15' 16.5' 16 16.5' IT 176 TABLE 3.9 Post Requiremems for Freestanding Structures Post Descdption Max Height POST 0.Ga5a)0" Steel Clover 8' F 0.189LA3'53" uam Steel 15' G 0.188"x4'w" Square Steel jq- H 0.188"xO,)v Square Sleet 7 1 &qff 19-UILDINGPRODUOTS 227 South Town East Blvd Mesquite, TX 75149 (972) 285-8811 F(972)882.8818 11, Putnam Engineering 3441 Ivylink Place Lynchburg,VA 24503 (434) 384-2514 carloutnamtioadeloh iIi Page 15 of 29 4.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING ALUMINUM HEADERS IN HIGH WIND AREAS TABLE 4.1 LIVE TRIB ' POSr LOAD W DTH POST REO'D (PSF) (FT) SPACING FOR ON BLAB SUB 5" Roll Formed Fascia (t=0.040") TA26 6.5" Roll Formed Fascia TA36 Allmet Extruded Fascia TA31 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Multispan Umis MAX MAX POST LENGTH MAX MAX POSr LENGTH MAX MAX POST LENGTH POST MIN FOOTER 8' ' 16 I 17 POST MIN FOOTER V I 10' I 12 POST MIN FOOTER S' 1 10 1 1Y SPACING POST SIZE CONSTRANED FOOTER SPACING 1 POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRANED FOOTER (FT) TYPE "C "C ^C ^C (FT) TYPE ^d^ Y ^d' "C (Fn TYPE •C •d -C "C (in) On) ON On) - 1 (n) (in) (.n) (in) (in) (in) rn) On) 10 C IT -T nc o A 9-r A 19 19 19 19 19'-7^ A 19 29 2t 22 12'-iP A 31 22 23 24 4.5 15'-1" A 9'-1^ A 19 19 19 19 10'-5" A 20 20 21 22 12'E^ A 21 22 23 24 5 13'-r A 8'-11' A 20 20 20 2D 10'-3" A 21 21 21 21 123• A 22 22 23 24 55 1Y4• A Y-9' A 20 20 20 20 10'-0" A 21 21 21 21 12'-2 ' A 23 23 23 N 6 11-4• A e''-6 A 21 21 21 21 946 A 2 22 22 22 11-11• B 23 23 23 34 6.5 10-5 A 84' A 21 21 21 21 9'-7^ A 22 22 22 22 11'-8 B 24 24 24 24 7 9'-0- A 8'S A 21 21 21 21 9'-5" A 23 23 23 23 11'-5" B 24 24 24 24 75 6-1^ A 8'4T A 22 22 22 2 9'-T B 23 23 23 23 11'-T 8 24 24 24 24 8 V-6' A 7'-10' A 22 22 22 22 9'-0- 8 23 23 23 23 10'-11. B 25 25 25 25 9 ]'-6^ A 7'-6 A 23 23 23 23 e'-a^ B 24 24 24 24 10'-6" C 25 25 25 25 10 6'-9' A TJ' 5 23 23 23 23 84^ B 24 24 24 24 10'4' C 26 26 26 28 11 6'-Y A 6-11- B 24 24 24 24 0'-0' B 25 25 25 25 9'-8^ C 26 26 26 26 12 5'-0^ A 6'-8- B 24 24 24 24 T-T B 25 25 25 25 9'-3" C 2 27 27 27 13 5'-T A 6'-5" B 24 24 24 24 ]'-6" C 26 26 26 26 8'-1P' C 27 27 27 27 14 4'-10^ A 6-2^ B 25 25 25 25 7'-3" C 26 26 26 20 8'-6" D 28 28 28 28 15 4'-6 A 5'-0' B 25 25 25 25 ]'-6' C 26 26 26 26 8'-4" D 28 28 28 28 16 4'-3" A 5'-1" 6 25 25 25 25 640" C 27 27 D 27 D 28 28 28 28 17 4'-6 A 5'-T C Z6 25 25 26 6'-8- C 27 2 27 27 0 29 29 29 29 100 MPH EXPOSURE C 10 4 17'-0- A 6'-2- A 19 19 19 20 9'-4" A 20 20 21 22 " A 21 22 2"a 24 45 15'-P A 8`-0^ A 19 19 19 20 -3" A 20 21 22 11'-2 A 22 22 23 24 5 13'-r A T-11^ A 20 20 20 20 9'-1' A 21 21 21 22 11'-0" A 22 22 23 24 5.5 124- A 7'-9' A 21 21 21 21 e'-11' A 22 22 22 22 10'-1" A 23 23 23 24 6 11-4 A 7'-7- A 21 21 21 21 9'-9^ A 22 22 22 22 10'-8• A 24 24 24 24 85 19-5' A 7'-T A 22 22 22 22 0'-r A 23 23 23 23 10'-5^ A 24 24 24 24 7 6-8• A ]4^ A 22 22 22 22 B'-5^ A 23 23 23 23 10-3 B 24 24 24 24 7.5 B'-1^ A 7'-T A 22 22 22 22 8'-3^ A 23 23 23 23 10'-1• B 25 25 25 25 0 8'-6 A T4' A 23 23 23 23 B'-1^ A 24 24 24 24 9140• B 25 25 25 25 B ]'-6• A 6'-10• A 23 23 23 23 T-1" B 24 24 24 24 9'-6- B 26 26 26 25 10 6'-9 A e-r A 24 24 24 24 B 25 25 25 25 9'-2^ 8 27 27 27 27 11 6-T A 6'-4^ B 24 24 24 24 T-4^ B S 25 25 25 e'-10" C 27 2 2 27 12 5'-8• A 61-T 0 25 25 25 25 T-1" 8 26 26 26 26 8'J^ C 20 28 28 20 13 6-7 A 6-11' 0 25 25 25 25 6-10- B 26 26 26 26 01-3• C 20 28 28 28 14 4'-10' A 6-6 B 25 25 25 25 6-6 C 27 27 27 27 1-0- C 28 28 28 28 15 4'S A 5'-r a 26 26 26 26 6-0' O 27 27 2 27 T-9^ C 29 29 29 TB 16 P-3• A 5-5^ B 26 28 26 26 64- C 27 27 27 27 Tb- 0 29 29 29 28 17 4'4T A 5'-3• B 28 1 26 20 28 6-2' C 28 28 28 28 T-4^ D 29 29 29 29 11OMPH E%POSL RP 8 _ 10 4 1T-0' A BY• A 19 19 19 20 6-r A 20 20 21 2 11'-T A 21 22 23 24 45 W-1• A 6-2^ A TO 20 20 20 6-S A 21 21 21 22 11'-5^ A 22 22 23 24 5 13'-T A 8''-1• A 20 20 20 20 9'-3' A 21 21 21 22 11'-T A 23 23 23 24 515 174• A T-11• A 21 21 21 21 9.1^ A 22 22 T2 22 11'-1• A Z3 23 23 24 B 114^ A T-P A 21 21 21 21 8'-11• A 22 22 22 2 19-10• A 24 24 24 24 6.5 16-6 A T-r A 2 22 22 22 8'-9• A 23 23 23 23 10'-8- B 24 24 24 24 7 e'-T A 7,-8• A 2 22 22 22 8'-r A 23 23 23 23 19-5• 8 25 25 25 25 75 6-1• A T4^ A 22 22 22 2 B'-6 A 23 23 23 23 101-3• B 25 25 25 25 8 8'-6- A T-T A 23 23 23 23 8'-7 A 24 24 24 24 1D-0^ B 25 25 25 25 9 T-6- A 6-11• A 23 23 23 23 T-11• 0 24 24 24 24 9'-8^ B 26 26 26 25 10 6-C A 6-0- A 24 24 24 24 T-6- B 25 25 25 25 9'i^ B 27 27 27 27 11 6-T A 6-5^ B 24 24 24 24 ]'3^ B 26 26 26 26 B'-0^ C 27 27 27 27 12 11• A 6-7 B 25 25 25 25 T-7 a 20 26 26 26 18^ C 28 28 28 28 13 5'-T A 5'-11• B 25 25 25 25 6-11- B 26 26 26 26 8'-4• C 28 28 28 28 14 4'-10' A 5'-8• B 25 25 25 25 6.9• C 27 27 27 27 8'-1^ C 28 28 28 28 15 4'-9• A e-r B T6 26 26 26 6-r C 27 27 27 9 TAT D 29 29 29 29 16 4'J' A 5'-S B 26 26 26 26 6-5- C 28 28 20 28 T-0- 0 29 29 28 29 17 4'-P A F-3^ B 1 26 26 26 6-3^ C 28 20 28 20 T.S. D 30 30 30 30 5" Roll Formed Fascia (t=0.040") TA26 6.5" Roll Formed Fascia TA38 6" Allmet E)druded Fascia TA31 TABLE 4.1 Attachetl Freestanding or Attached Freestanding Or Attached Frees[antling or Structure Multispan Units Structure Multispan Units Structure Multispan Units LIVE TRIB MAX POST MAX MA% POST LENGTH MAX MAX POST LENGTH MAX M4X POST LENGTi LOAD WIDTH POST RE 'D POST MIN FOOTE B' I 16 I 1Y 1 POST MIN FOOTE e' I 10 I tY POSr IN FOOTE e' I 16 I 1T (PSF) (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER BPACING POST SDE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTER ON SUB SLAB (FT) TYPE -C ^C •C 'C (Fn TYPE ^C ^C 'd Y (FT) TYPE 'T ^C "d ^e (FT) i I 9m rm ea tro cm cn) 6n) 9m (in) nn) 6n) 20 4 8'-11- A B'G P fB 18 18 iB 1'-r B t9 20 21 2 11'-8" B 20 it 2 23 4.5 7'41^ A B 18 10 18 19 16-0^ 8 20 20 2D 21 111-1" C 21 21 2 23 5 ]'-1^ A T-7 " 0 19 19 19 19 9'-6^ B 20 20 20 21 10'-8" C 21 21 22 23 55 6'-5" A 7'-3" 0 19 19 19 10 9'-1' C 21 21 21 21 10'-T C 21 21 22 23 6 5'-11- A 6'-11" B 19 19 19 19 8'-8" C 21 21 21 21 9'-9" C 22 22 2 22 6,5 5'S^ A 61" B 20 20 20 20 8'-4• C 21 21 21 21 9'-4• C 2 22 22 22 7 5'-1^ A 6'-5^ B 20 20 20 20 8'-6 C 21 21 21 21 B'-0^ D 22 22 22 22 7.5 4'-B^ A 6'2" a 2D 20 20 20 ]'-9^ C 2 22 22 22 8'-8^ 0 22 22 22 22 8 4'-5" A 6'-0' 0 20 20 20 20 T-6" C 22 22 22 22 8'-5' 0 23 23 23 23 9 341" A 5'-8' C 21 21 21 21 >'-1^ D 22 22 22 22 7'-11• D 23 23 23 23 10 3'-6' A 5'4" C 21 21 21 21 6-9' D 23 23 23 23 7'3" 0 24 24 24 24 t1 - A 5'-i" C 21 21 21 21 6'-5' D 23 2 23 23 ]'-T D 29 24 24 24 t2 2 Z 1Z - A 4'4 T' C 22 22 22 22 B'-2" D 23 23 23 23 6-10- 0 29 24 24 24 13 - `1 A 4-e C 22 22 22 22 5'-11' D 24 24 24 24 6'4' 0 25 25 25 25 20 4 4.5 5 5.5 6 6,5 ] T9 841- T41• T-1^ 6-5' 5'-11^ 6-5- 5'-1 4-5 ' A A A A A A A A A 8'-2^ 8'-0' ]'4^ 7'-3- 6'-1P -8' 6'-5^ 6-2- 6.-V ' ' A B B B B 0 B B 9 19 19 20 20 20 21 21 21 21 19 19 20 20 20 21 21 21 21 19 19 20 20 20 21 21 21 21 20 20 20 20 20 91 21 21 21 9-e' B4^ -Y' 0'-0^ 0'4^ 1` 6'1" T-W B B B C C C C C 20 20 21 22 22 JJ 2J 3 23 20 M 21 2 2 2J 23 23 23 24 I 21 21 21 22 22 72 23 23 23 2 I 22 22 22 22 22 22 23 23 23 24 I 11'-4• N'-P 10-8' 10'-2^ 9'-9' 9'-0- 9'0" 8-8. T 11-^ I 8 C C C C C D D D D I 21 22 22 23 23 23 23 24 24 21 22 22 23 23 23 23 24 24 22 22 22 23 23 2S 23 24 24 23 23 23 23 23 I 23 24 24 10 11 12 13 3 - 11 3'-e' 3'-2' T-11^ 2-6 A A A A A S 0 54' 51-1" 4'-11^ 4--8' C C C C D 22 22 23 23 23 22 22 23 23 23 22 22 23 23 23 22 22 23 23 23 ] 61-0" 6.9" 6-6^ F.I. D D D 0 0 24 24 24 25 25 24 24 25 25 4 24 24 25 25 29 24 25 25 - ]'-Y 6'-1P 6'-r D O D D 24 25 26 25 26 24 25 25 26 26 24 PS 25 2E 26 24 25 35 26 26 2D 4 0'-11- A 11' A 19 19 19 20 9'-7 B 20 20 21 22 111-6' B 21 22 23 24 45 T-11• A 8'-6 8 19 19 18 20 9'-5^ B 21 21 21 2 11'-1• C 22 22 23 24 5 ]'-1^ A T-r 8 x 20 20 20 S-3^ B 21 21 21 22 16-6 C 2 22 23 24 5.5 6-5^ A 7'-3' B 20 20 20 20 9'-1^ C 2 22 22 22 10'-7 C 22 2 22 24 6 5'-11^ A 6-11- B 20 20 20 20 8'-T C 22 22 2 22 8'-8^ C 23 z 0 23 6.5 6-T A 6-T B 21 21 21 21 B'4• C 22 2 22 2 94• C 23 23 23 23 7 5'-C A e'ri• B 21 21 21 21 C 23 23 23 23 64T D 23 23 23 21 75 4'-9^ A 6-7 B 21 21 21 21 T-9' C 23 23 23 23 8'$^ D 24 24 24 24 B 4'S A 64T B 21 21 21 21 7`-0• -C n 23 23 23 0'-5• 0 24 24 24 24 8 3'-11• A 5'B• C 2 2 2 2 T-1• D 24 24 24 24 T-01• D 24 24 24 A 10 3'-6• A 54• C 2 2 2 2 6-9- D 24 24 24 24 T8 D 25 25 25 25 11 31-T A 5'-1. C 23 23 23 23 68 D N 24 24 24 1-1 D 25 Z5 25 25 12 2-11• A 1'-11- C 23 23 23 23 6-T D 25 25 25 24 S-1 D 26 2B 26 110 MPH EXPOSURE C x 4 8'-11. A 74^ A 19 19 19 20 8'-5^ A 20 20 21 22 O'3' 25 4.5 T-11^ A 2'-T A 20 20 20 20 0'-3- B 20 20 21 22 10'-1• 25 5 r-1. A 7'-1• B 21 21 21 21 0'-2• B 20 20 21 2 25 5.5 6-S A ]'-0- B 21 A 21 21 8'-0^ B 21 21 21 22 Y{1 X ~,34 6 5'-11^ A 6'-1" B 2 2 2 22 T-10" B 21 21 21 2 ` e 23 5 1 6.5 5'-5- A 6-6- B 2 2 2 22 T-9' C 2 22 2 2 Y ` 3 23 ` `44 7 5'-1^ A 6'-5 8 2 2 2 2 r-r C 22 2 22 2 -0• 21, 24 7.5 1'-B• A 6-T B 23 23 23 23 T-5^ C 23 23 23 23 D j {j 24. 8 4'-5^ A B 23 23 23 23 7,<- C 23 23 23 23 ~'e'd• 24 9 3'-11- A 5A'- C 23 23 23 23 r-1' D 23 23 23 23 L7;11L 'NA M O 10 31S A 54- C 24 24 24 24 6-6 D 24 24 24 24 'T'.8 ' 'D 25 25 5 11 3-T A 0 24 24 24 24 6-5^ D 24 24 24 24 T.24 : y ° ° 25 g5 ° 25 2 241• A 4' 11- C 2 21 Z Y 1 Cam 1 - 4 4 24 6-Y D 25 25 25 25 6-t ul , 26 Page 16 of 29 . _ ..........,..........tee..,., C-i ee iteimn AI uM1uuM=AnPRA IN MIOM WIND AREAS 5" Roll Formed Fascia (t=0D40') TA26 6.5" ROII Formed Fascia TA38 Allmet Extruded Fascia TA31 TABLE 4 1 Attachetl Freestanding or Attached Freestanding or Attachetl Freestanding or . Structure Multispan Unlts Structure Multispan Units Structure Multispan Units POST TER V I 19 1 12 LOAD IDTH POM A N REO'0 POST A POST N MIN FOOTER t01 t2 0 E POSr I IN F FOOTER 0' I 10' 1 IN POST MIN FOO (P6f) (FT) G SP FOR SP G POST SIZE I E 0 R CONSTRA BPAC G Sr [ 1 SIZE C SrRV ED FOOTER SPACING POST s2E C SrRAI ED DOTER ' ' ' ON SLA (Fn PE "T °d' (FT) TYPE "T T T T (FT) fin) (n) 8n) (in) (in) SO (in) I 6n) 6n) pn) (in) 5" Roll Formed Fascia (t=0.040") TA26 S5" ROII Formed Fascia TA38 Allmet Extruded Fascia TA31 TABLE 4.1 Attached Freestanding or Attached Freestanding or Attachetl Freestanding or Structure Multispan Units Structure Multispan Unhs Structure Multispan Units LIVE TRIO MAx P05T MAX X POST LENGTH MAX MAX POST LENGTH MAX MAX PONT LENGrH ' ' 00,0 1 WIDTA T N I r F T I Mr P f 0 E FO S 10 1 12 R - (PSF)) SPACING FOR SPACING PO Si 52E 00TER CONSr NED SPA NG PO NT N E NEDFOOTER CONST 6PA N POST NE AINED FOOTER CON ' " ' ' ONSUe SLAB (FT) TTPE 'T 'T Y 'd' (FT) TYPE "T °T "T 'T (FT) TYPE V T T P (FT) On) (in) (in) (inl On) (in) (n) Cry (in) (n) lin) an) ti 3'-2' A 5'-1' C 28 26 21 26 6'4" D 27 27 27 27 T-2' D 29 28 29 29 10 110 MPH 4 4.5 5 5.5 6 615 7 7.5 6 9 10 it 12 13 to 15 EXPOSURE 9'4' 15'-1" 13'-T 17<- 11'-4" ID'-5- e'-e' V.I. 0'-6' ]'-6 6'-9' 6'-T 18" 6-T 4'-1V 4'-6" C A A A A A A A A A A A A A A A A Ti" T-3' ]'-1' T-0" e'-10- 8'-9" 6'-0" 6-6 6'-a" 6'-Y 5'-t 1' 5'-8" Y-6 5'-4" 5'-T 5'-0' A A A A A A A A A A A A A B 8 B 19 ID 21 21 22 22 23 23 23 24 25 25 25 26 26 27 19 20 21 21 22 22 23 23 23 24 25 25 25 26 26 27 19 20 21 21 22 22 23 23 23 24 25 25 25 26 26 27 20 20 21 21 22 22 23 23 23 24 Z5 25 25 26 26 27 8'-5' 8'-3' e'-2 ]'d0' >'-9" T-]' ]'-5' T-4' ]'-1" 6'-t0" 6-r 6'-5' 6'-T 6'-0- T-10" A A A A A A A A A A B a B B B B 20 21 22 22 23 23 24 24 24 25 26 25 27 27 26 28 20 21 22 22 23 23 2a 24 24 25 26 26 27 27 28 28 2t 21 22 22 23 23 24 24 24 25 26 26 27 27 20 28 22 22 22 22 Z3 23 2a 24 24 25 26 26 27 27 28 26 1V-3' la-l- 9-1t 9'-9" 9-T 6-5' 9'-3" 9'4' V-11" S'-T 6-4' S'-0" 7'-9" r-6" 7'-3' T-P A A A A A A A a B B 8 B B C C C 22 22 23 24 24 25 ZS 26 26 2) 27 2 28 6 29 ZB 30 22 22 23 Z4 24 25 25 26 26 2) 27 2 20 6 29 29 30 24 24 23 2a 24 25 25 26 26 27 2] 28 28 29 29 30 25 25 25 24 34 25 25 2fi 2fi 2] 27 26 28 29 29 30 12O MPH EXPOSURE 6 0 4 .5 5 5.5 6 as 7 7.5 8 9 10 11 12 13 -0° 16-1" 13-r 12'-4" 114' 101-5" 9-8' 9'-1" 8'-6 7'-6" 6'-9" 6'-Y' 5'-8' 8'-3' A A A A A A A A A A A A A A -7" )'-6" T-S- T-3' T-1" T-0" 61-10' 6'-e" 6-T 64" 6'-T 5'-ID- 5'-8" 5'-5' A A A A A A A A A A A A B B 9 20 21 21 22 22 23 23 23 24 25 25 25 26 9 20 21 21 22 22 23 23 23 24 25 25 25 26 9 20 21 21 22 22 23 23 23 24 25 25 25 26 0 20 21 21 22 22 23 23 23 24 25 25 25 26 -7" 9'-5' 9'-3' 9-1' B'-11' 8'-9" 1-7- 8'-5- 81-3" )'-11- T-8' 7'-5' T-7 6'-1P A A A A A A A A A 8 B B B B 1 22 22 23 23 24 24 25 25 26 27 27 20 26 1 22 22 23 23 24 24 25 25 26 27 27 20 28 2 22 22 23 23 24 24 25 25 26 27 27 20 20 3 23 23 23 23 24 24 25 25 26 27 27 26 28 '-8" 1b-6° 10'-4" 19-2- 9-11" 9-9- 94" 94' 9-2- VAN S'-0' e'-3' T-11' 7'-8' A A A A A A A B B 8 B B C L 2 23 23 24 24 25 25 26 26 27 27 28 28 29 2 23 23 24 24 25 25 26 26 27 27 2B 28 29 4 24 24 24 24 25 25 26 26 27 27 28 28 29 120 MPH EXPOSURE C 20 4 a'-11" A 6-B" A 20 20 NO 21 7'-6" A 21 21 22 23 9-4" 8 22 23 24 25 4.5 7'-11" A e'4" A 21 21 21 21 7'-7' A 22 Z2 Z2 23 9-3' B 23 23 24 25 5 7'4 A 61-8 A 21 21 21 21 T-6" B 22 22 22 23 9'd" B 24 24 24 25 55 6'-5' A 6'-5" A 22 22 22 Z2 )4" 8 23 23 23 23 8'-1V C 24 24 24 25 6 6.11" A 6-3" 8 22 22 22 22 7'-3' 5 23 23 23 23 V-9" C 25 25 25 25 6.5 5'-5' A 6'-2" B 23 23 23 n 7'-1" B 24 24 24 24 8'7 " C 25 25 25 25 7 S.A. A 6'4" B 23 23 23 23 6'-11" B 24 24 24 24 8'-6 C 28 26 26 26 Is 4'-e' A S'-1P B 24 24 24 24 6-tb' C 25 35 25 25 04' 0 26 26 26 20 8 4'-5" A 5'-10" 8 24 24 24 24 6'-9' C 25 25 25 25 6'-2" D 27 27 27 27 9 ]'4P A 5'-e7 C 25 25 25 25 6.6" C 26 26 26 26 TAT D 26 26 28 28 10 J'-6" A 25 25 25 25 6'-3" D 26 28 28 26 ]'-6" D 26 28 28 2e 25 25 25 25 24 25 25 26 26 27 27 28 26 29 10 130 MPH 4 4.5 5 5.5 a -BS T 7.5 8 9 10 11 12 13 14 EXPOSURE 17'-0' 15'-1" 13'-T 124' 114' /b-5' 7-0' 9-1' 8'$" T-6' 6-e' 6-T 5'-8" F-7 4'-10F 5 A A A A A A A A A A A A A A A 7'-0- 6-11" 6-10' 8'-0° 6-r a-S 64" 6-T VA. 5'-1P V-r 6-5" 6-7 F 4'-1P A A A A A A A A A A A A A A 5 20 21 21 22 E 23 9 24 24 25 25 2fi 26 27 27 20 21 21 22 22 23 23 24 24 25 25 25 26 27 27 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 21 21 21 M 22 23 23 24 24 25 Z5 26 26 27 27 8'-1' T-W T-10' T-8' T-6' Td' T-3'- T-1" T-0' '1 64T 6'-3' 6-1- 6-11' s.9- A A A A A A A A A A A B B a B 21 22 22 M 23 24 24 25 25 26 4 27 w 20 26 21 22 22 23 23 24 24 25 25 26 ?9 27 27 28 28 22 22 22 23 23 24 24 25 25 26 28 27 27 28 28 23 23 23 23 _IZ3 24 24 25 25 26 26 21 27 28 28 1 T-10- 95- 9'-6' 94' 9-T IF47 8'-10' 8'-T 6'3' 8'-1" T8 TE' T-7 6-11' 1 Of A A A A A A A A A B B B B 6 C 22 23 24 24 25 w 26 28 27 27 28 29 29 30 30 23 23 24 24 25 26 28 26 27 27 28 29 29 30 NO 24 24 24 24 25 26 26 26 27 27 28 29 29 30 30 25 25 25 25 25 26 28 25 27 27 28 29 29 30 30 JtNtR L IKJ I KUG I IVNJ rVK I KCav 1 no-a 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM TABLES 1.1 TO 1.14 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 4.2 CALCULATE FROM TRIBUTARY DIAGRAM ON TA02 PAGE 2 OF 8 6. CHOOSE A HEADER FROM TABLE 4.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 20 130 MPH 4 4.5 5 5.5 6 6.5 7 7.5 B EXP05V B'-11' 7'-11' 71-1" 61-5" S'-11" 5'-5" 5'-1- 4'-e- 4'S HL G A A A A A A A A A 6'-2' 6'-1" 6'-0 51-11- 5'-t0" 5'-B' 5-7" 5'-6" 5'-6 A A A A A B B B B 20 21 22 22 23 23 24 24 25 20 21 22 22 23 23 24 24 25 20 21 22 22 Z3 23 24 24 25 21 21 22 22 23 23 24 24 25 ]'-P T-0" V-11' 6'9" 6'-e" 6'-8- V.S. 6'-4" 6'3" A A A B B B B B C 21 22 23 23 24 25 25 25 26 21 22 23 23 24 25 25 25 26 22 22 23 23 24 25 25 25 26 23 23 23 23 24 25 25 25 26 e'e" 8'-6 a'-5 8'-3' T-1- 71-11" 7'-1V' 7'-8" T-6" A B 8 B B C C c C 23 24 24 25 26 26 27 27 27 23 24 24 25 26 26 27 27 27 25 25 24 25 26 26 27 27 27 28 26 26 25 26 26 27 27 27 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 4.4. 9. FIND THE O/C SPACING OR 4 OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 6.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 4.1 SLAB 8. USE THE SMALLER OF THE SLAB SPACING OR HEADER SPACING SLAB 9. POST IN MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE 10' 0.5 1' 1.5' Y 4' 4' 5 S' 5' 5' S' S' 5' 6 S' 6 6' 6' 6 6 a 6 6 a 6' 7' T T T 7' 8' T T e' 8' e 9' 9 9 9' 9' 10' 9' V 1b 10 10 IT IN 1V 10' 11 IV 10 11 IT H' 1T 11' it' fl' 12 11' 11' 12 12 IN IT IT tY IN IT 12 17 IN 13 IN IN IN IN IN 14' 3 B' 6 T 7' V 0' 9' 16 10 IT IT 12 12 13 13 14' 14 q~ 6 T A 6 T T 9 e 2• 2' 8' e 9 7' 9' T 9 9 0' 9 iV 8' 9 1V 19 a V 1V 19 11' 9 1V 1V 11' 11' 1V 11' IT 12 17 it' 11' 12 12 17 11' IN 12 13' 13' 17 IT IN IV 14' 17 IN IN 14' W 13 IN 14' 14' 16 IN 14' 14 15' 16 14 14' 15 IN 16 14' 15 15' 16 16 15' 15' 16 16 1T F. UILDING PRODUCTS I 227 South Town East Blvd Mesquite, TX 75149 (972) 285-9811 F(972) 882.8818 ~ Putnam Engineering N Y . 34411vylink Place Lynchburg, VA 24503 T{ (439) 384-2514 carlputnamftadelohiNnet 38353 y`W 2 3 2Q0 At Page 17 of 29 0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING ALUMINUM HEADERS IN HIGH WIND AREAS • TAI 7"x 0.040" Roll Formed Fascia TA32 TAI 7"x 0.0 ' Roil Formed Fascia TA32 Sampso n Gutter Fascia TA40 TABLE 4.6 Atachetl Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Muttispan Units Structure Multispan Units LIVE TRIG MAX PoST MAX MAX POST LENGTH MAX 7 Post LENGThI MA% MAX POST LENGTH LOAD orH D I F ft la 12 F Post IN F R I to. I F po~ E R 17 I T (PSF) ~PT) BPACNG FOR 3FACING ST PO SI2E OOTER CRAINED SPACING PO I $ME ooTER CONSTRAINED SPACING POST SIZE CONST NED OOTER ON SLAB SUB (FT) TYPE -C -C 'C v (FO TYPE 'm -C 'C 'C (F13 TYPE -6' `a V 'C (FT) nn) 9~1 9ro rm 6n) 6n) nn) cn1 ore 9n) (In) on) 100 MPH EXPOSURE B 10 4 17'-0' A 12-8' A 21 21 21 21 14'-3" A 21 21 n 23 11'-9- A 20 21 22 23 4.5 15'-P A 17fi A 21 21 21 21 14'-1" A 22 n 22 23 11'-7 A 21 21 n 23 5 13'-T A 17-3- A n 22 22 n 13'-9' 8 23 23 23 23 11'-4- A 21 21 22 23 55 124' A 12-0- A 23 23 23 23 13'-6- B n 23 23 23 11-1 A 22 n n 23 6 11-4` A 11'-9- B 23 23 23 23 13-T B 24 24 24 24 1040- A 22 22 22 23 6.5 i9-S A it'-T a 23 23 23 23 1Y-Y1" B 24 24 24 24 10'-8- 8 23 23 23 23 7 9-0' A 111-3' 5 24 24 24 24 12'-8- B 25 25 25 25 19-5' B 23 23 23 23 7.5 9-1' A 11.0" 3 24 24 24 24 12-5" B 25 25 25 25 10'4" B 24 24 24 24 8 e'-P A ID'-r B 25 25 25 25 12-7 C 26 26 26 26 10'-0' B 24 24 24 24 B T-6' A 10'i' B 25 25 25 25 11'-8` C 26 26 26 20 9'-r B 25 25 25 25 10 5-P A 9'-1P 26 11'-1 C 2] 2] 27 27 9'-T 5 25 25 25 25 tt 6'-T A 9'-P 26 19-10' D 27 27 27 27 8'40` C 26 26 28 26 12 A 9'-2- 27 19-5' D 28 28 28 28 8'-7 ' C 26 26 26 26 13 5'-r A 8'-10` 27 10'4" D 28 28 28 26 8'-P C 27 27 27 27 14 4'-1P A S-6- a 27 D 29 29 29 a B'-1" C 27 27 27 27 15 4'-5 A 8'-3- 28 9'-P O 29 29 29 29 7'-10' D 27 27 27 27 16 4'-3- A 8'-0- 28 28 28 9'-3` D 29 29 29 29 ]-T D 28 28 28 28 1] d''-P A 28 9'-0- D 36 30 30 30 7'-5- 0 28 28 28 28 10 4 `17'0- y A 11'-r A 21 21 21 21 12-7 " A 22 22 22 24 10'A" A 20 21 23 24 45 154` A 11'-P A 22 22 22 22 12'-5- A 23 23 23 23 10'-3' A 21 21 n 24 5 13'-r A 101d0 A n 22 22 n 12-3' - A 23 23 23 23 10'-1` A n 22 22 23 5.5 17-4- A 10-8` A n 23 23 23 17-0' A 24 24 24 24 940- A n 22 n 23 6 114- A 10'-P A 23 23 23 23 1T-9- 8 24 24 24 24 9-8- A 23 n 23 23 6.5 19-5 A 10-3' A 24 24 24 24 11'-0" B 25 25 25 25 T.G. A 23 23 23 23 > 8'-0` A 10-1` B 24 24 24 24 114' B 25 25 25 25 A 24 24 24 24 7.5 9'-1' A 9-11- B 25 25 25 25 11'-T B 25 26 26 26 9'-7 0 24 24 24 24 8 61-0 A 9-r B 25 25 25 25 10-11' B 26 26 25 26 9'-0' 0 25 25 25 25 9 TB A 9'4- B 26 26 26 26 10'-r C 27 27 27 n 8'-e- B 25 25 25 25 10 6'-P A 9-0- B 26 26 26 26 10-2- C 28 28 28 28 8'-4- B 26 26 26 26 11 5-7 A 8'-P C 27 27 27 2] 9-10•' C 28 28 20 2B 0'-P B 26 26 25 26 12 5'-T A B.S. ' C 27 27 2] 2] 9'7" C 29 29 29 29 ]'4P C P 27 27 27 13 5'-r A 8'-7 C 28 28 28 ZB 9'-3- 0 29 29 29 29 7'-7' C 27 27 27 27 14 4'40` A T4P C 28 28 28 2B 9-0- D 30 30 30 30 7'-5` C 28 28 28 28 15 4'4T A TS` C 29 29 29 28 8'-P D 30 30 30 30 T-2' C 26 28 28 28 16 4'S' A rS D n 28 29 Z9 8'-0` D 30 30 30 30 T-0` C ZB 28 28 28 17 4'-0` A T-T D n 2B 29 28 54` D 31 31 31 31 5-1P C 22 29 20 28 10 " 4 m lr-0 a A 11'd` A 21 21 21 21 12-110 A Z! M 23 24 117-T' A 21 21 23 24 4.5 15-1' A 115- A 22 22 22 n 17-0 A n 23 23 24 lv$ A 21 21 23 24 5 1Y-T A 11'-1' A n 22 n n 12-0` A 23 23 23 23 105- A n 22 23 24 5.5 174` A 10-11' A 23 b 23 n 4d A 24 24 24 24 10-1- A n n n M 5 114- A 10-0• A 24 24 24 24 lz-0 B N 24 24 24 0-11- A A 23 Zi 23 6.5 W-5- A 10% 5 24 24 24 24 11'-9- B 25 25 25 25 A 23 23 23 23 > 9-8- A 10-r B 24 24 24 24 11'-T B 25 25 25 25 9'-8' A 24 24 24 24 7.5 8'4` A 10-1- B 25 25 25 25 11'-4` 8 28 w 26 26 94' B 24 24 24 24 0 8'd` A 4-11- B 25 25 25 25 11'-i` 0 28 26 28 26 7-2 B 25 25 25 25 9 rS A 9d- 8 26 26 26 26 10'-P C 27 27 n 27 8'-10- 5 25 25 25 25 10 6'-P A 9-7 8 27 27 27 27 104` C 28 28 28 28 8'-P B 25 26 26 26 11 6-7 A B'-P C 27 27 27 27 10'-0` C 28 28 28 28 B'-Y B 26 28 26 26 12 5'-0` A 8'd` C 27 27 27 27 9d' C 29 29 29 29 T-11` C n 27 27 27 13 5'-7 A F-r C 28 28 28 Za 0.5` 0 29 29 29 29 T-9- C n 27 27 27 14 4'-10 A T-11- C T8 28 28 20 k-1` D 30 30 30 30 T-P C 28 28 28 28 15 44` A TS` C 29 29 29 ?0 e'-1P D 30 30 n 30 T-Y C 28 28 28 28 16 17 4'-]' 4'-0 A A Td` rS D 0 2B 29 28 29 29 29 29 29 8'S' 8'-S D D 30 31 SO 31 30 31 30 31 T-1' a-11` C D 29 29 n Z9 29 29 29 29 TAI 7"x 0.040" Roll Fo rmed Fascia TA32 7Al Tix 0.050" Roll F ormed Fascia TA32 Sampso n Gutter Fascia A4 TABLE 4.6 Attached Freestanding or Att ached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Multispan Units LNE TRIB MAX POST MAX M4X POST LENGTH MAX MA%POST LENGRf MAX MAX POST LENGTH N D F I Po F I F (P FD SPACING FOR SPACItG POST 9RE OTEft CONSr NED SPACING POST I SIIZE CONSTRAINEDFI TER sPACN POST SZE CONST ODTER NEO 0 ,_a SUR (FT) TYPE -V 'C -d' -C (F0 TYPE -C `8' -C -E- (Fn TYPE -e -C' -t- `B' tFT) cro (In) (in) 6n) rut (in) 9n) (in) am (m) (in) (in) 2D 1Y4V!^ 8'41'V "LA 11-9' 5 20 20 20 21 12'-r C 21 21 n 23 11'-1' B 20 21 22 23 4.5 TA1` A 11'-1" C 21 21 21 21 17-7 ' C 21 21 21 n 10'-7- B 20 21 22 23 S T-1- A 10'-7" C 21 21 21 21 11'-P C n n 22 n 194- C 21 21 22 23 55 6-5' A 194' C 21 21 21 21 114' D 22 22 22 22 9-e' C 21 21 21 22 6 5'-11" A 9'-8- O n 22 n n 11'-0' D 23 23 23 23 91-Y C 21 21 21 22 65 5'-5- A 9'-3- C 22 22 22 22 10'-8" D 23 23 23 23 Y-11- C 22 22 n 22 7 $'-t` A a'-11- D n n 22 n 10'-T D 23 23 23 23 8'-0- C 22 22 n 22 7.5 4'-8' A 8'-7' D 22 22 22 22 9'-11' D 23 23 23 23 e'-3- 0 22 22 n 22 8 4'-P A 84` D 23 23 23 23 8'-7` D 24 24 24 24 8'-0" 0 22 22 n n 9 T-1P A 7'-1P 0 Z3 23 23 23 4-1- D 24 24 24 24 1-0' D 23 23 23 23 10 3'-6- A T-6- 0 23 23 23 23 0'-7' D 25 25 25 25 T-Y D 23 23 23 23 11 3'-2" A 7-1- D 24 24 24 24 8'-7 D 25 25 25 25 D 2tr 24 24 2a 12 2'4 t" A D 2tr 24 24 24 T-10 D 25 25 25 25 e'-6' D 2a 24 24 2< 13 7-e- A 6'-r D 25 25 25 25 7'-r E 26 26 26 26 6'-3' D 2a 24 24 34 20 4 8-11- A 11-7 B 21 21 21 21 1Y-0- C 22 22 n 24 10'-4- B 20 21 22 23 4.5 7'-11' A 11'-0- C 22 n n 22 12-10' C 22 22 n 23 10'-3' B 21 21 n 23 5 R1" A 19-7' C n 22 22 22 11-7 C 23 23 23 Z3 19-1- C 22 22 22 23 5.5 6-5- A 10'-1- C 22 n 22 22 11'-0" 0 23 23 23 23 9-0" C 22 22 22 n 6 5'41' A 9'-8' C 23 23 23 23 11'G- D 24 24 24 24 9-3- C 22 22 22 n 6.5 5'-S A 9'-3' C 23 n 23 23 t0-7 D 24 24 24 24 81-11` C 23 23 23 23 7 5'-1- A 8'41 D 23 23 23 23 10'-9' D 25 25 25 25 61" O 23 23 23 n 7.5 4'-9` A 8'-r D 24 24 24 24 9'-4' 0 25 25 25 25 8'-3' D 23 23 23 23 8 4'-5" A X-4- D 24 24 24 24 8'-P 0 25 25 25 25 8'-P D 24 24 24 24 9 T'-11' A ]'-10" D 24 24 24 24 9-8" D 26 26 26 28 7'-T D 24 24 24 24 10 3'-6' A 7'-P D 25 25 25 25 8'-3- D 26 26 25 26 7-T D 24 24 24 24 it 3'-T A ]'-1` D 25 25 25 25 8'-11' D 28 26 25 26 9 6'-1 D 25 25 25 25 12 Y-11` A 6-10- D 26 26 26 25 T-r 0 n 27 27 27 -6' 6' D 25 25 25 25 13 2-e' A 6'-7' 0 25 26 2fi 26 T'-1 E 27 27 27 2] 8'-3' D 26 28 28 26 20 11V4 V~^ 9'-V 11" "L A 11'-5- B 21 21 21 21 12'-T C 22 22 n SJ 104' B 21 21 23 24 4.5 7' A 11'4` C 22 n 22 n 17-7 ' C n n 22 23 IV-5` B 21 21 23 24 5 T-1' A 10'-7` C n 22 n 22 11-8' C 23 23 23 23 10'-1- C 22 22 22 24 5,5 5-S A 19-1- C 22 22 22 n n'-4- 0 23 23 n 23 91-0- C n 22 n 23 6 5-11` A 9-8- C 23 23 _ 23 23 11'-0' D 24 24 24 24 9-3- C n n 22 23 as S.S. A 9-3- C 23 23 23 23 1D-8' 0 24 24 24 24 8'-11- C 23 23 23 Z3 7 V'l- A a'-11- D 23 23 23 23 10-3- D 24 24 24 24 8'-T C b 23 23 23 7.5 4'-0- A 8'-T D 24 24 24 24 C-11- D 25 25 25 25 8'-3' D 23 n 23 Z3 B A 84' D 24 24 24 24 0-r D 25 25 25 25 8'-0' D 24 24 24 24 B 3'-11' A T-17 D 24 24 24 24 C-1' D 4 25 28 28 T-T D 24 24 24 24 10 T4 A Td` D 25 25 25 25 B''-r D 28 ZB 26 26 r-r D 24 24 24 24 11 3'-r A T-i` D 25 25 25 25 8'-r D 28 28 28 28 6-10 D 25 25 25 25 12 7-11' A @-1P D 26 26 26 28 T-10 D n 2) Z7 2) 5A` D 25 25 15 25 110 MPH EXPOSU RE C 20 4 B'-11 A 19-1' B n 22 n 22 11 14- B n 22 M 24 94' T4-I 1 IDIA 24 4.5 T-11- A 9'-11` B n n n 22 11'-r C 22 rl n 24 8'- a . Z4 5 T-1` A 9-P B 23 23 23 23 11'-0` C n n 23 24 9• 5.5 61-5` A 91-T C 24 24 24 24 10'-1P C 23 n 23 24 1n- 2 4 Si 6 5'-11 A 9'-S C 24 24 24 24 10'-8- D 24 24 24 24 -P 2 6 5 5'-5` A 9-3- C 25 4 25 25 tad` D 24 24 24 24 -7- 23 23+ . 7 5'-1` A 8'-11' D 25 25 25 25 19-T 0 24 24 24 24 ['S C ~Z13 23+ 224 7.5 8 4'-P 4'd` A A 8'-T 84` D D 25 ZS 25 25 25 25 25 25 9-11. 9'r D 0 25 25 25 25 25 25 25 25 ( 3F (F-1 ~ . . ~ 9 3'-11- A )''-1P D 28 26 n 25 28 9-1` D 26 26 Z6 26 TL}'". - 1 I V 10 38 A Td` D 26 26 26 26 8'-r D 26 26 26 26 T. X44 4 ' C V3 11 3'-2- -A T-1` 0 2) 27 21 27 8'-7 D 26 26 26 26 -1P 6 O /,5 ~ 26 L 25 12 2611' A 8'-1P D n 27 27 2) T4P D 2> 2) 27 27 8'S ~35~ I 2Y ZS J Page 18 of 29 4.0 POST SPACINGS FOR P TABLE 4.6 LIVE TRIB Idk4 POST LOAD WIDTH POST REO'D (PSF) (FT) SPACING FOR ON SLAB SLAB (FT) AT 10 ANU UUMMCRd741_'vTCnu uuu.u ' n. _ 050' Roll Formed Fascia TA32 TAI 7" 0 Sampson Gutter Fascia TA40 ROII Formed Fascia TA32 TAI 7"x 0.040 x . di Attached Freestanding or Attached Freestanding or ng or Attached Freestan Structure Multispan Units Structure Multispan Units Structure Multispan Units STL 1a' 1Z POSr AC N IN FODTE0. 8' I 16' tT POST MIN FOOTER 0'' ho I IT F I sa SP G POSH 5¢E CONSntAI ED FOOTER SPACING PoSr SIZE OOTER CONSTMI EO SPA ICNG t C STRINE0 F00 R " ' ' (FT) TYPE `B- (FT) (FT) a `B 6n) 9n) h) (IN 01 On) 050' Roll Formed Fascia TA32 Sampson Gutter Fascia 7A40 TAI 7"x 0 " Roll Formed Fascia TA32 TAI 7"x 0.040 . 6 TABLE 4 Attached Freestanding or Attached Freestanding or Attached Freestanding or . ShuctU s Multispan Units Structure Multispan Units Structure Multispan Units LIVE True MAX POST MAX M_POSTLENG_ MAC MAX POST LENGTH i MAC POST I F MAXPOSTLENGn1 1 IT V POST D D F T PCST POIsr F SIZE TER CONSTRAINED FI SPAC N PO ST SITE CONSrPNNO F O ER 0 (P F) En SPACING FOR CING SPP POST E S¢ CONSTRAINS FOOTER 5PACING ` - (FT) TYPE "C 'V 'G '8' ON SUB SLAB (Fn TYPE "d- 'B" 'C 'C (Fn TYPE C T (n) (in) 9n) 6n) (Fn fn) 6n) (n) 9N ( ) 6n) ON On) 20 120 MPH 4 4.5 5 5.5 B 6.5 ] 7.5 B 9 10 H EXPOSU F-11' T-11' 7'-1" 6-5" 5-11" 5'-5' s-P I'-B' 4'-5" J'-i t` 3'-6 3'-Y' nt V A A A A A A A A A A A A rg~Y 6 T4^ B B B B C C C D D D D D 22 23 24 24 25 25 20 26 2) 9 28 28 22 23 24 24 25 25 26 26 P 27 28 28 22 23 24 24 25 25 2fi 26 2] 2] 2B 26 22 23 24 24 25 25 26 26 2] 2] 20 28 to-5` to-3' 10'4" 9-11" 9-9" 9-T 9-5' 9-3' 9-1" 0-9" 0'-5` 8'-7 8 B C C C D D D D D D D 23 24 25 25 26 26 27 2] 28 29 29 30 23 24 25 25 26 26 27 27 28 29 29 30 Z3 24 25 25 25 26 27 27 28 29 29 30 25 24 25 25 2fi 26 2] 0 28 2B 29 30 0'-7` 8'-5- 84^ 0'-Y T-10" T-9' T-7" T-5' 7-T' 6-11' e'-8' A B B B B C C C C D D D 22 22 23 24 24 25 25 26 26 27 27 28 - - 22 22 23 24 24 25 26 26 27 27 2a 24 24 23 24 24 25 25 2fi 26 2] 27 2B 25 25 25 24 24 25 25 26 26 2] 27 28 110 MPH EXPOSURE C 10 4 4-0- A 194" A 22 22 22 22 11'-4' A 22 22 23 24 9'4' A 21 22 23 24 4.5 15'-1` A 9'-11^ A 22 22 22 22 11'-T A 23 23 23 24 e'-T A Z2 22 23 24 5 13'-]' A 9'-9" A 23 2J 23 23 H'-0' A 24 24 24 24 e'-1` A 22 22 23 24 5.5 1T4- A 9'-T A 24 24 24 24 10-10' A 25 25 25 25 A 23 23 2] 24 6 114` A 8-5- A 24 24 24 24 10'-8- A 25 25 25 25 A 24 24 24 24 6.5 to-5" A 9'-3- A 25 25 25 25 10'8 A 26 26 26 26 1-0• A 24 24 24 24 7 9-8" A 9'-1' A 25 25 25 25 1a-T B 26 26 26 26 V-5' A 24 24 24 24 7.5 9'-1" A 8'-11' A 25 25 25 25 to-1' B 27 27 27 27 8'-T A 25 25 25 25 8 8'-e' A 0'-9- B 26 26 26 26 9-1a' B 27 27 27 27 8'-P A 25 25 25 25 9 7'-e- A 81-5" B 27 27 27 27 9-6` B 28 28 28 28 7'-10' B 26 26 26 26 10 6'-9' A 8'-7 B 27 27 27 27 9'-2- S 28 28 20 28 T-r B 27 27 27 27 C 29 29 29 29 7'4^ B 27 27 27 27 e'-2 A ]-1 D' B 28 28 28 2 A 7-7- B 28 28 28 L 5'-T A T-4' C 29 29 29 29 14 4'-10` A T-1' C 29 29 29 29 4'$ A 6'-00 C 29 29 29 29 120 MPH EXPOSURE B 10 4 174) A 19-5- A 22 22 22 22 4.5 15'-1` A 1014^ A 22 u 22 22 5 13'-T A 10'-T A 23 M 23 23 5.5 124^ A 10'-0` A 24 24 24 24 6 114' A 9'-9" A 24 24 24 24 6.5 10'-5" A 9'-r A 25 25 25 25 ] 9-8` A 9-5' A 25 25 25 25 7.5 9'-1" A e'-3" B 26 26 26 26 0 9'8 A 9'-1- B 26 26 26 26 9 T-6` A V-9- 0 27 27 27 27 10 6-8" A 81-5" B 27 27 27 27 11 6'-T A 8'-1` B 20 28 28 28 12 V.S. A T-9` B 28 20 28 28 13 5'-2" A T-6" C 29 29 29 29 130 MP H EXPOSUR E B 10 4 iT-0' A 9-0" A 22 22 Z2 22 4.5 15'-1. A 9-6- A 23 23 23 23 5 13'-7' A 94' A 24 24 24 24 5.5 174` A 9-T A 24 24 24 24 B 11•-4" A lr T A 25 -Z5 25 25 65 10'8 A 6-W A 25 25 25 25 7 lr ` A e'd" A 20 26 26 26 7.5 7-1• A e'8 A 28 28 28 26 8 6$ A 84` A 27 27 27 27 e T-0' A V-1' B 27 27 27 27 10 6-9' A T-9' B 26 26 28 28 11 6-Y A T-5` B 29 29 29 29 12 5'-8' A T-Y B 29 29 29 29 13 5'-7 A 6-11` 8 29 29 29 29 14 4'-10' A 6$ C 30 30 30 30 GEN ERAL INSTRUC T IONS FOR TH ESE TA BLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION. WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND SNOW LOAD OF STRUCTU RE SI TE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNIT S USE 20PSF MIN) 4. CHOOSE A PANEL FROM TABLES 1.1 TO 1.14 THA T HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 4.6 CALCULATE FROM TRIBUTARY DIAGRAM ON TA02 PAGE 2 OF 8 6. CHOOSE A HEADER FROM TABLE 4.6 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 0-11 ' B 28 28 28 28 130 MPH EXPOSU RE C 29 20 29 29 T-1 " A 8'-6' A 23 23 23 23 8'-5" C 30 30 30 30 6'G1" B 28 28 28 28 20 4 6-11 ' " 24 24 24 24 ' 30 30 30 6'-8` C 29 2B 29 29 4.5 T-11' A V 5 B 8 -Y O 30 ' C 29 29 29 29 5 7'-1" A 8'-3" B 24 24 24 24 T-11" 0 31 31 31 31 -r 6 5 5 6-5" A e'-1^ B 25 25 25 25 ' - 1 22 23 24 . 6 5'-11" A IET 0 25 25 25 25 - 12'-11 A 23 23 24 25 9 -0 A 2 6 5 5' -5' A ]'-10' C 2fi 26 26 28 12-0' A 24 24 24 25 9'-r A 22 22 23 24 . ' " 8" C 27 27 27 27 1T4I" A 25 25 25 25 9'-5" A 23 23 23 24 7 5 -1 A - " ' 27 27 27 27 5 25 9'-3' A 23 23 23 24 7.5 4'-T A 7 -7 C 17-3" A 25 25 2 12-a 11'-9" B a 26 26 26 26 26 26 26 26 9-1" 01-11" A A 24 24 24 24 4 24 24 11'-0- 11'-4" B B 27 27 27 27 27 27 27 27 8'-9' (E- A A 25 25 25 25 25 25 25 25 11'-1' 1a-7 B C 28 29 28 29 28 29 20 29 88 8'-1. A B 25 26 25 26 25 26 25 26 104' 10'-0" C C 29 30 29 30 29 30 ZB 30 T-9' T-6" B B 27 27 27 V 27 27 27 27 9-6- 9'-5" C D 30 31 30 31 30 31 30 31 7'-3' T-1" B B 28 28 28 28 28 28 28 26 " ' 22 24 25 16-11" to-9" A A 23 24 23 24 24 24 M 25 -11 B e'-1m A A 22 22 22 24 25 is-T 194" A A 25 25 25 4 25 25 4 25 '8'4E 8'd A A 23 24 23 24 23 24 25 24 16-T 16.0' A A 28 25 TO 26 W 26 20 20 0'-4" 8'-7 A A 24 25 24 25 24 25 24 25 9-T 9-r B a 27 27 27 27 27 27 27 27 8'-0" 741" A A 25 26 25 25 25 20 25 26 9-S 9-11 B 6 28 29 28 T9 28 20 26 20 T-0' T-5' A A 26 27 26 27 26 27 26 0 6-9` 8'-S B B 29 30 29 30 29 30 29 30 T-7 6-11" B B 27 26 2] 28 27. 29 27 20 8'-Y T-11" C C 30 31 30 31 30 31 30 31 6-9` 6'S a B 28 29 ZB 29 28 29 28 29 T-V C 31 31 31 31 8'4' B 29 29 29 29 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 4.8 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 6.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 4.6 SLAB S. USE THE SMALLER OF THE SLAB SPACING OR HEADER SPACING SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB 24 a 4'-5" A )'-5' C 27 27 27 27 2 SLAB 10. FOLLOW 9 AND 10 FROM ABOVE HANG PROJECTION OF SINGI (Fn B' 9 W IT IT 13' 14 0' 4' 6 6 7' T O5' 4' S' 5' e' 6' 7' T 1' 5' S' 6 6 T 1.5' 5' S' 6' 6' 7' > e T 5' IT 6 7' 7' 8' 8' T V 1. 7` 7 1.119 4' 6 T 8' 8' 9' 9' 5' T T 6 6 IT 8 to 6 T 8' e' 9 9 10 1a T B• 9' 9 9 to 10' 11' A e' 9 9 16 117 H' IT 9'-7 B 24 24 2,1 25 B 25 25 25 25 94' B 25 25 25 25 9-T C 26 26 26 26 9'-0" C 27 27 27 27 8'-1o- C 27 27 27. 27 8'-e" C 28 28 28 28 0'-6' D 28 28 28 28 84" D 28 20 28 28 'HS FOR SINGLE SPAN ATTACHED STRUCTURES T-1 t' A 22 23 24 25 T-9' A 23 23 24 25 ]'-B' 6 24 24 24 25 T-6- 6 24 24 24 25 7'-5" B 25 25 25 25 T-3' B 25 25 25 25 7'-1" C 26 26 26 26 7'-0" C 28 26 26 26 P'-ID' C 27 27 27 27 B' 9' 9' to 10 11' IT 12 12 IT e' 9 9 16 to it' 11' 12 12 13 g• IF 10' to 1T 11' 12 IT 13' 13 9' 9' to to 11 11 1T 12 13' IT 9 19 10' 11 11' 12' IT IT IT 14' 1a 10' 11' it' IT 12 13 IT 14' 14 10 11 11 ' 17 IT 13 is 14' 14' 15' 11' 11' 12 17 13 13' 14 14' 15' IT 11' 17 IT 13' IT 14' 14' 16 15' 18 IT 1T IT IT 1L 14' 15 15' 16 16 1T 13' 16 1R 14' 16 15 16 16 1T Requlrement5 for $I Ing Structures ! i ut t f , Max POST LLL Height [ _ BUILDING PROD UCTS 1CIOver 8' F are Steel 15' G 227 South Town East Blvd are Steel 18' H Mesquite, TX 75149 are Steel 18' 1 (972)285.8811 F(972) 882-8818 aJ ~S' Putnam Engineering 3441 Ivylink Place ' N Lynchburg, VA 24503 1434) 384-2514 carloutnaln(IDadelDhia- et ,MAR 2 3 i ~S/ONA~E Page 19 of 29 4.9 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING ALUMINUM 7" Steel National Fascia TA39 Double Fa: TABLE-4101 Attached Freestanding or (PSF) W(FT) I DNSIAOI SLAB I6Prn G) D.IGOEE RICONNSTi NECO 0TE Structure Multispan Units MAX 7X POST LENGTH POST MIN FOOTER 8' I 19 I 17 PACING POST SEE CONSTRAINEDFOOTE (FT) TYPE 'T 'T I "T I -d- 1 POST JI IV 1 12' p~ArCCIINGI PTOSE IF SE RICONTNAINVE.D OTE 4 5 16-1' A 12-11' A 22 22 22 n 5 13'-7' A 17-8' A n 22 n n 5.5 124' A 12'-5- B 23 23 23 23 6 11'-4' A 12-2' B n 23 23 23 6.5 19-5' A 11'-11" B 24 24 24 24 7 A 11'-8' B 24 24 24 24 7.5 9'4' A 11'-5- B 25 25 25 25 8 8'2' A 11'-2' B 25 25 25 25 9 T2' A 19-S' C 26 26 26 26 10 6'-9' - A 194' C 26 26 26 26 it 6'4' A 941" C 27 27 27 27 12 52' A 9'4" 0 27 27 27 27 13 S'-T A 9'-3' D 28 28 28 28 14 4'-10' A 9'-0' D 28 28 28 28 t5 4'fi' A 6'-9' D 26 28 28 28 13 4'-3' A 8'-6" D 29 29 29 29 17 4'-0' A D 29 29 29 29 154T A 22 n n 24 14'4' A 23 23 23 n 14'-T 9 23 23 23 23 14'-2' B 24 24 24 24 1340' B 24 24 24 24 13'-7' B 25 25 25 25 13'-3' B 25 25 25 25 13'-0" C 26. 26 26 26 12-9 C 26 26 26 26 12'-3" C 27 27 27 27 111-9" D 27 27 n 27 11'4' D 28 28 28 28 IV-11. D 28 28 28 28 W'4' 0 29 29 29 29 19-3" D 29 29 29 29 19-0' D 30 30 So 30 9'-6' D 30 30 30 30 9-5' D 30 30 30 30 14'-1' A 21 22 23 24 13'-1P A 22 22 23 24 13'-7 A 23 23 23 24 13'-3' B 23 23 23 24 13'-0" B 24 24 24 24 1T-9' B 24 24 24 24 17-5' B 25 25 25 25 12'-T B 25 25 25 25 111-11" c 25 25 25 25 11'-5' C 26 26 26 26 II.-T C n 27 27 27 194' C 27 n 27 27 10'-7 D 26 28 20 28 9-9' D 28 29 28 28 9'-5' D 28 28 28 28 9-T D as 29 29 29 B-10' D 29 29 29 29 0'-7" D 29 29 29 29 10 4 lr-0 A 11'-0" A 21 21 21 21 13-3' A 22 22 23 24 12'-5' A 22 22 24 25 4.5 15'-1' A 41'-5' A n n 22 n 13'-1' A 23 n 23 24 12-3' A 22 22 24 25 5 13'-T A 11-3 A 23 23 23 23 12-19 A 24 24 24 24 12'-9 A 23 23 23 25 5.5 1Ti A 111-0' A 23 n 23 23 17-7' B 24 24 24 24 11'-10' A 24 24 24 24 6 114' A 10'-10' A 24 24 24 24 tY<' B 25 25 25 25 114' B 24 24 24 24 BE 10-5' A 102' B 24 24 24 24 II'-T B 25 25 25 25 II-5' B 25 25 25 25 7 92' A 10'-5' 0 25 25 25 25 11'-11" B 26 26 26 26 11'-T a 25 25 25 25 7.5 9-1' A 19-3' B 25 25 25 25 112" B 26 26 26 26 11--0' B 26 26 26 26 0 8'F A 19-1' a 25 25 25 25 11'-6' 0 27 27 27 27 19-9' 8 26 26 26 26 0 T8 A 92- 8 26 26 26 26 11'-1' c 27 27 22 27 10'-5- B 27 27 27 27 10 6-9 A 9-d' C 27 27 27 27 19-0' C 28 28 28 28 19.0' C 27 27 27 D 11 6-T A 9-1' C 27 27 27 27 10'4' C 29 29 29 29 9-8' C 20 28 a 26 12 5'-8' A B''-9- C 28 a 20 28 1b-D' D 39 29 29 29 9'4' C 20 28 28 28 13 6-7 A 28 28 28 28 91-9' D 30 30 30 30 9'-0' 0 29 29 4 n 14 4'-10' A 0'J' C 29 29 29 29 91-5' D 30 30 30 J0 8'-9 0 29 n 29 29 15 r A 8'4' D 28 29 29 29 91-7 D 30 SO 30 30 30 SO 30 30 16 4'-3' A 7,-10' D b 30 30 30 9-0' D 31 31 31 31 1J' D 30 30 30 30 17 1'-0' A T2' 0 30 30 30 30 8'-9' D 31 31 31 31 B'-0' D 30 30 -30 30 10 4._ -1T-0' A 11''-1P A 21 21 21 n 13'f- A n n 23 24 15-8' A 22 n 24 25 4.5 15-1' A 11'2' A n n 22 n 13'4' A 23 23 21 24 1x2' A n 24 25 5 13'-T A 111-0' A 23 23 23 23 13'-1' A 24 24 24 24 15-3' A 23 23 24 25 SS 17i A 11'-3' A 23 23 23 23 15-17 6 24 24 24 24 17-1' A 24 24 24 25 6 114' A 11'-1' A 24 24 24 24 15-T B 25 25 25 25 ii'-10' B 24 24 24 24 5.5 16-5 A 19-10' B 24 24 24 24 124- 8 25 25 25 25 11'-7- B 25 25 25 25 7 9-0' A 10'-T 0 25 25 25 25 17-5 B 26 26 26 26 11•-5' B 25 25 25 25 75 9-1' A 19-5' B 25 25 25 25 11'-11' B 26 26 26 26 11'-2- B 26 26 26 26 6 0'4T A 10'-3" B 26 26 26 26 t1'2' B 27 27 27 27 19-11' B 26 26 26 26 9 T-6' A 9'-19 B 26 26 26 26 11'-3' c 27 27 27 27 10'-T C 27 27 27 n 10 6.9 A 92' C 27 27 27 27 10.10' D 28 28 28 28 19-T c 27 n 27 27 11 6-T A 9-7 C 27 27 27 27 1941' C 29 29 29 29 9'-9' c 28 28 28 28 12 52' A 8'-11' C 2B 28 28 28 10.2' D 2B 2B 29 29 9'S' C 28 28 20 2B 13 5'-T A 82' c 28 28 28 28 940' D 30 30 00 m 9'-1' D 29 29 29 29 14 4-AM A B'-5' D 29 29 29 29 9-T D 30 30 30 30 8'-B' D 29 29 28 29 15 L% A B''-T D n 29 29 29 9-1' D 31 31 31 31 8'-6' D 30 30 30 30 16 4'-3' A T-11' D 30 30 30 30 9-i' 0 31 31 31 3 1 8'-3' D 30 30 30 30 17 1'-0' A T-9' D 30 30 30 30 8'-10' D 31 J1 3t 3 1 0-1. - D 30 30 30 30 7" Steel National Fascia TA39 Double Fascia (65" RF or 6" ) TA63 Extru ded Fascia Detail TA25 TABLE 4.10 Attached Freestandin , Att ached Freestanding or Attached Freestanding or Structure 1 = Units Structure Multispan UnRS Structure Multispan Units LIVE TRIB MAX POST MA% MA%POST L N ~ MAX MAX POST LENGTH MAX MAX POST LENGTH LOAD WIDTH POST ftE0'D POST MIN FOOTET e' ' ID' J POSi MIN FOOTE 8' I WI 17 PO ST MIN FOOTE 8' I ID' I II PSF) FOR SPACING POST SEE CONSTINED F O OTE SPACING POST SEE J CONSTRAINED FOOTER SPACIN POST SEE CONSTRAINED FOOTER ONSLAB SLAB (FT) TYPE 'T '8' (FT) TYPE 'C 'T -C -C (FU TYPE -T 'C (rn (pro 6 9m 11P) (1. 4) 6m m) IM MPH EXPOSU RE B 20 4 S'-i t' A 12'-3' C 20 20 20 21 13'-5' C 21 21 n 23 12'i' C 20 2t 23 24 4.5 T'-11 A 11'4' C 21 21 21 21 12-11' C 22 22 n 23 11'-10' c 21 21 22 23 5 T-1' A 11'-0' C 21 21 21 21 12'-5' D n n 22 n 11'-5' c 21 21 22 n 5.5 6-5' A 10'-6" C 22 n n n IT-1- D 23 23 23 n I"- c 22 n n 23 0 6-11' A 10'-1' C 22 22 n 22 11'-9- D 23 23 23 23 10'-0' D 22 n n 23 3B 5'-5" A 9'-8' 0 n n 22 n 111-5' D 23 23 23 n 19-7 0 23 n 23 23 7 5'-1' A 9'4' D 22 n 22 n 11'-7' D 24 24 24 24 7-9' D 23 n 23 n 75 4'-9" A 9'-0' D n 23 23 n 10'-11' D 24 24 24 24 B-5' D 23 23 23 23 8 A S-7 D n 23 23 23 10'-7' D 25 25 25 25 9'-T D 23 23 23 23 0 3'-11" A V-3- D 23 n 23 23 10'-0' D 25 25 25 25 8'-B- D 24 24 24 24 10 3'-6" A T4P D 24 24 24 24 94T D 25 25 25 25 1-2' D 24 24 24 24 U 3'-7 A ]'-S 0 29 24 24 24 9'4' E 26 26 26 26 7'-10' D 25 25 25 25 t2 2'-11- A 78' D 25 25 25 25 -0' E 26 26 26 28 7'-6 D 25 25 25 25 13 2'-e" A 6-10' 0 25 25 25 25 e'-4' E n 27 27 27 T-2' D 25 25 25 25 20 4 8'-11' A 11'-]' B 21 31 21 31 139 c n n 23 24 174" O 22 22 n 24 45 7'-11" A 111-5' C 22 n n n 126 C 23 23 23 24 11'-10' C 22 22 n 23 5 11" A it C 22 n n 22 17-3" D 23 23 23 23 11'-5" c 23 23 23 23 5's 6-5' A 10 C 23 23 n 23 f7-o" D 24 24 24 24 11'-0" C 23 n 23 23 6 S-11' A 10'-1' C 23 23 23 23 11'13' D 24 24 24 24 t0'J" D 23 23 23 23 6.5 51-5" A D 23 n 23 23 11'41' D 25 25 25 25 t0-2" D 24 24 24 24 7 5'-1" A 94' D 24 24 24 24 Ii'S D 25 25 25 25 9'-9" D 24 24 24 24 7.5 4'-9" A D 24 24 24 24 10'-1" D 26 26 26 26 9-5' D 24 24 24 24 8 4'-5" A 8'-9' D 24 24 24 24 10'-9' D 26 26 26 26 9-7 D 25 25 25 25 9 3'-11' A 8'-3' D 25 25 25 25 10'-5' D 26 26 26 26 8'-0' D 25 25 25 25 10 3'4T A T-19 D 25 25 25 25 9-T D 27 27 27 27 8'-7 D 26 26 26 26 11 3'-T A 7'-5' D 26 26 26 26 9-11' E 27 27 27 27 T-1P D 26 26 26 28 12 2'-it' A T-T D 26 26 26 26 8'-7' E 20 28 28 28 T-6' D 26 26 2fi 26 13 Y-8' A 6-10- D 26 26 26 26 8'-0' E 28 28 28 28 7'-2' D 27 27 27 27 2D 4 8'-11" A 11'-10 B 21 21 21 22 13.5' C n 22 n 24 17-P C 22 22 24 25 4.5 T-11' A 11'-T C n n n n 12'-11" C 23 23 n 24 11'-10' c 22 n 23 24 5 T-1- A 11'-0' C n n 22 n 17-5' D n n n n 11'-5- C 23 23 23 24 55 6'-5' A io. C 23 n n n 17-1- D 24 24 24 24 11'-0' C 23 23 23 24 6 6-11' A ID'-1' C 23 23 23 23 11'-9' D 24 24 24 24 19-7' D n 23 23 24 6.5 5'-5' A 92' D n 23 23 A 11'S D 25 25 25 25 19-7 D 24 24 24 24 7 5'-1' A 9l- D 24 24 24 24 11'-T D 25 25 25 25 9-B' D 24 24 24 24 7.5 4'-6' A 9.0' D 24 24 24 24 10-11' D 26 26 26 26 9-S D 24 24 24 24 6 4'S A 0'-C 0 24 24 24 24 19-T' D 26 26 25 26 9-T D 25 25 25 25 9 3'-11' A 0'-3' D 25 25 25 25 10-0'" 0 26 26 26 26 0'S D 25 25 25 25 10 72' A T-Iv D 25 25 25 25 lr8 D n 27 27 22 8'-7 D 25 26 26 26 11 7-7 A T8 D 28 26 26 26 9-1' E n n n 27 7-1P D 26 26 26 ZB 12 2-11' A T-T D 26 n n 26 E 20 28 20 28 D n 26 x 28 110 MPH EXPOSU RE C 20 4 6-11' A 192' B n n n n 111-11' B 23 n n 24 11'-T 24 25 4.5 T-11' A 19-3' 6 n 23 23 23 11'-9' c n n n 24 11;& 2 G•1 r22. 24 25 5 T-1' A 10'-1' c 23 23 23 23 11'-T C n n 23 24 1 I'D . ?2 25 5 5 6.5' A 9-tY C N 24 24 24 11'<' D 23 n b 21 9 „•C- 23 25 . 8 5'-11' A 9'-8' L 24 24 24 24 11'-2' D 24 24 24 24 ~ltS'• 1(' 1 (Q1 35 6.5 5'-5' A 9'-T D 25 25 25 25 19-11' D 24 24 24 24 \ 1D-F ' 4 2 't~ - 25 7 5'-1' A 94' D 25 25 25 2S Io-9' D 25 25 25 25 B'-~ 4 7.5 4'-9' A 94Y D ZB 26 26 26 10'-7- 0 25 25 25 25 9' 4 ~ 34 34 9 4'-5' A 8'-9 D 28 26 26 26 19-4' D 26 26 26 n Y 5 25 9 3'-11- A 8'-3' D 26 26 25 26 10'-0' D 26 26 28 2fi 'a:2. AR 1 25 10 3'-6" A T-10' D 27 27 27 27 9d D n 27 27 n D 28 291, 26 tI 3'-T A T-5- D 27 n 27 27 9-1' E 27 27 27 27 tP ,I'D,. 26~ 26 12 5-11- A T-5 0 20 28 28 28 0'-8' E 28 28 28 28 W ' ltb,. .24 L~`12 26 ,'J Page 20 of 29 nn.n n. a iu uvu 1Mun AREAS . TA___ i F i TA39 5" RF or 6' EX) TA63 Double Fascia (6 6" EXtrudetl Fascia Detail TA25 TABLE 4.10 sc a asc a Seel National 7 ached reestanding or . Attached Freestanding or Attached Freestanding or ucture Multispan Units Structure Multispan Units Structure Multispan Units LIVE TRIB MAY POST MAX PORT LENGTH X MAX POBr I F R MAY LOAD w anr t Z F R i I FSRT R i T POST T (PS (Fn PACING F E SO 00TeR CONSTRAINED SPAC PO Sr E OOTER CONST NEO PACING PO ST BIZE OOTER CONSTINED ' ' S "C I (Fn TYPE 'C 'C (FT) TYPE 'C C d Y (Fn (In) do (in1 (in) (Iro On) 5n) Ifni 6n7 (n7 no Pm 110 MPH EXPOSURE C 10 4 1T-0^ A 10'-S A 22 22 22 22 11'-11" A 23 23 23 24 111-7 A w 23 24 25 4.5 15'-1- A 19-3' A 23 23 23 23 11'-V' A 24 24 24 24 11'-9' A 23 23 24 25 5 13'-7' A 10-1' A 23 23 23 23 11'-T A 24 24 24 24 10'-10" A 24 24 24 25 5.5 174' A e'-11' A 24 24 24 24 it'-4' A 25 25 25 25 10-8" A 24 24 24 25 6 114^ A 9'-9' A 24 24 24 24 11'-2" A 25 25 25 25 10'-5- A 25 25 25 25 6.5 101-5" A 9'-7 A 25 25 25 25 10'-11' B 26 26 26 26 10'-3- A 25 25 25 25 7 9'-8' A V-5' ' A 25 25 25 25 109 B 27 27 27 22 101-1' B 26 26 26 26 7.5 e'-1' A 9'-3' B 26 26 26 26 10'-T B 27 27 27 27 9-11" B 26 26 26 26 8 8'-6' A 9.11 B 26 26 26 26 19-4' 6 27 27 27 27 9-e" B 27 27 22 27 9 Tom- A B'-9" 6 27 27 27 27 17-0' B 28 28 28 28 9'-4- B 28 28 28 28 10 6'-9' A 8'-S B 26 28 26 28 9'-8" C 29 29 29 29 9'-1" B 28 20 28 28 11 6-Y A 8'-Y B 28 20 28 30 9'-4' C 29 29 29 29 8'-9' C 29 29 29 29 12 5'd^ A T-11' C 29 29 29 29 9'4' C 30 30 30 30 e'-5' C 28 29 29 29 13 5'-2' A 7'-8' O 29 29 28 29 8'-10' C 30 30 30 30 8'-2' C 30 30 30 30 1< 4'40' A 7'-6- C 30 30 30 30 e'-7" D 31 31 31 31 T40- C 30 30 30 30 115 4'£ A T-3' C 30 NO 30 JO B4" 0 31 31 31 31 7'-e' C 31 31 31 31 120 MPH EXPOSURE B 10 4 1T-D' A 1D'-1P A 22 22 22 22 131-V A 24 24 24 25 11-0- A 22 23 24 25 4.5 15'-1" A 101-8' A 23 23 23 23 134' A 24 24 24 25 115 A 23 23 24 25 5 13'-0' A 10'-T A 23 23 23 23 13'-1- A 25 25 25 25 11'-3- A 24 24 24 25 as 1174- A 194- A 24 24 24 24 12'-IT B 26 26 2fi 26 it'-P A 25 25 25 25 6 114' A 10-Y A 25 25 25 25 4'-7- B 26 26 26 26 1V-110- A 25 25 25 25 65 10'-Y A 9'-11- A 25 25 25 25 17-4^ B 27 27 27 27 101-8" B 26 25 26 26 7 9.8' A 9'-9- B 25 25 25 25 12'Q" B 27 27 27 27 10'-5- B 25 26 25 26 7.5 9-1- A 94- B 26 26 26 26 11'-11' B 28 28 28 28 10-3' B 26 26 26 26 8 6'-8^ A 5-4^ B 26 26 26 26 11'-8- B 28 28 28 28 19-0- B 27 27 27 27 9 T-6- A 9'-0' B 27 27 27 27 ll'-3" C 29 29 29 29 B'-8- B 28 28 28 28 10 6'-9 A 8'-9" B 28 28 28 28 10-10' C 30 30 30 30 9'-4' B 2B 28 20 28 11 6'-T A e'-5' B 28 28 28 28 1V-6- C SO 30 30 30 8'41' C 29 28 29 29 12 5'-8' A 8'-7 C 29 29 29 29 10'-2' D 31 31 31 31 B'-7' L 28 29 29 29 13 6-7 A T-11' C 29 29 29 29 9-10' D 31 311 311 31 8'-4- C 30 30 30 30 10 130 MPH 4 4.5 5 SS 6 6.5 7 75 8 9 10 11 12 13 14 EXPOSURE 1T-V 16-1" 13•-T 124" 11'-4- 193- 947 9-1- 8'8 TS 6-T 6-2' 5'-8' 5'-T 4'-10" B A A A A A A A A A A A A A A A 10'-0- 9-10- 9-8- 9A- 94' 9S 7d B'-1P 8'43' 64Y T-9- Tfi Ti- T-1- A A A A A A A A B B B B B C C 23 23 24 25 25 26 28 27 27 28 28 29 34, NO 30 23 23 24 25 25 26 26 27 27 28 28 29 w 30 30 23 23 24 25 25 26 26 27 27 20 28 29 30 30 30 23 23 24 25 25 26 26 Y7 27 28 28 29 30 30 30 11'-5- 11'-3" 11''-1' 101-10' 10-8- - lvE 1OS. 10-1- 9-10' PF 9-Y 6'-10- 8'-T 04' 8'd- A A A A A B B B B B B C C C O 24 24 25 26 25 27 27 2B 28 29 30 30 31 31 32 24 24 25 26 26 27 27 2B 20 29 30 30 31 31 32 24 24 25 26 28 27 27 28 28 29 30 30 31 31 32 25 25 25 28 26 27 27 28 20 29 30 30 31 31 32 10'-9- 10'-T 17-5- lV-Y 1047 9-10" 9-r 9.5" 9J- V'11- 8'-T 8'-T T-11' TJ' T-5' A A A A A A A B B B B B L C C 23 24 25 25 26 26 27 27 28 28 29 30 30 31 31 33 24 25 25 26 25 n 27 28 28 29 30 30 31 311 25 25 25 25 26 26 n 27 28 28 29 30 30 31 311 2fi 26 26 26 26 26 27 27 28 26 29 30 30 31 31 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM TABLES 1.1 TO 1.14 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 4.11 CALCULATE FROM TRIBUTARY DIAGRAM ON TA02 PAGE 2 OF 8 6. CHOOSE A HEADER FROM TABLE 4.10 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 7" Steel National Fasc ia TA39 Double Fascia (6.5" RF or 6" IX) TA63 6' Extru ded Fascia Detail TA25 TABLE 4.110 Att ached Freestanding or Attachetl Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Multispan Units LIVE TRIB MAX POST MAX POSr LENGTH MAX MAX POSTLENGTH NAX MAX POST LENGTH Wp wl F O 7 I T PO"r I F O I F T T ( Fr) SPACING FOR SPACING PORT RE S OOTER CONST NED BPACING ST Po B RE OTER CONSTRAINED F SPACI POST SIZE - AINED OOTER CON - ON SLAB SIAS (M TYPE V 'C T -T (Fn TYPE "e -6 V "d" (FT) TYPE c C (FT) 6n) (in) (in) 6n) (in) 9n) 9n) (in) no (inl Dn) On) 20 120 MPH 4 4.5 5 5.5 6 65 7 7.5 8 9 10 it E%POSU J''-11" T-1" 6-5" 6-11' S-5- 5'4- 4'-9 -5- T-11- -6' 3'-2" Rt 4 A A A A A A A A A A A A 9'-7" 9'-5" 9'-3' V-1- 8'-11- 8'-7 8'-0' e'-6 6'4" B'-0" T-9 B B B C C C C D D D D D 22 23 24 25 25 26 26 27 27 26 28 29 22 23 24 25 25 26 26 27 27 28 2a 29 22 23 24 25 25 26 26 27 27 28 28 29 22 23 24 25 25 26 26 27 27 28 26 29 10'-11' la-9' 19-7' 10-5. 10'-3- 10'-6 9-W 9'-8' 9'4' 5-2' 8•-10" B B C C D D 0 D D D 0 0 23 24 25 26 26 22 27 26 20 29 30 3D 23 24 25 25 26 27 27 28 28 29 w 3D 24 24 25 26 26 27 27 26 28 29 30 30 25 25 25 26 26 27 27 20 28 29 3O 30 10-3" lV-1' V-11- 9'-9- 9-7" 9'-5' 9'-3- 94' 6'41" 0'4- 8'-7 7''-10- B B C C 0 D D D D D D D 23 24 24 25 26 26 27 27 28 28 29 29 23 24 24 25 26 26 27 27 28 28 29 29 25 25 25 25 26 26 27 27 28 28 29 29 26 25 26 26 26 26 27 27 26 28 29 29 20 130 MPH 4 45 5 55 6 6.5 7 7.5 B EXPOSV e'-1 t' ]'-11- 7'-1- V-5- 5'-11" 5'-S 5'-1' 4'-9' 4'-5' Rt V A A A A A A A A A 8-10 8'-8- 8'J- 8'-5' 9-3' 8'-1' T-W 7'-10' T-e- A S B B L C C C D 23 24 25 25 25 26 27 27 28 23 24 25 25 26 26 27 27 28 23 24 25 25 26 26 27 27 25 23 24 25 25 25 26 27 27 28 110'-P B'-11- 9'-9" 9'-T 9-5' S.F. 9'-1- V-11- 8'-9" B B B O C C D D 0 24 25 26 26 27 28 28 28 29 24 25 26 26 27 28 28 28 w 24 25 26 26 27 28 28 28 29 25 25 26 26 22 28 26 28 29 9'-5" 9i' 9'-2" 9'-0" 8'-19' SW 6'-6- 64- 8'-3' B B B C C 0 C D O 24 24 25 2fi 26 27 27 28 28 24 24 25 26 26 27 27 26 28 25 25 25 26 25 27 27 28 28 26 26 26 25 26 27 27 28 28 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 4.12 9. FIND THE OfC SPACING OR IN OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 6.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 4.10 SLAB 8. USE THE SMALLER OF THE SLAB SPACING OR HEADER SPACING SLAB S. POST'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE HANG (Fn e' 9' 10' 11' PR.E0➢ON V65m."5RW a u,. cu V q 1Y IN 14' 16 IT IT 19' 20 21' ' 27 ' 23 24' 25' 0.5' 1' 116 T 4' 1' 5. S s 1' 5' 6 V 6 6 6 6 6 6' 6' 7' 6 e T 7' 7' 7' T 7' T 81 7' 7' 8' 8' a' 8' 8' 9 9' 9' 9 e' 9 9 10 9' 9 10' 10' 10' 10' 1V 10' t0' 11' 10 10 11' 11' 11' 11 1P 11' 11' 2- 11 1T 12 12' tY 1T iT 12' 12' 13' 17 IT 13' IT 113' 13 IN IF 113 14 ' 3 0 6' 7' 7' 6' 8' 9' IV 10 11' it' 12 17 IN 13 14' 14 4' 6 T 9 6' T T 8' B' T 7' N 8' 9 8' 8' 9' 9 B' 8' 9 9 IV 8' V 9' IV IV 9' 9 1V 10 11• 9' 10 10 11• 11' 110 11' 11' 17 17 11' N' 17 17 IT 11' 112' 12 IT 19 IT 12 17 IT 14' 17 13 IF iS 14' IF 13 14' 16 16 IN 14' 14' 16 15' 14' 14' IV 16 16 14' IT 15' t6 1V is 15' 16' 16 IT V LIAR 2 3 201 _ a i UiLDSNG PftC~DUCTS 227 South Town East Blvd Mesquite, TX 75149 (972) 285-8811 F(972)882.8818 Putnam Engineering Place 3441 Ivylink Lynchburg, , Lynch VA 24503 (4341384.2514 Y carlpufiamr®adelphia.net Page 21 of 29 4,0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING ALUMINUM HEADERS IN HIGH WIND AREAS TAI 7"#4GA Steel Roll Form Fascia TA32 TAI 7"02GA Steel Roll Form Fascia TA32 TAI 7"#OGA Steel RDII Form Fascia TA32 TAI 7 )24GA Steel Roll Form Fascia TA32 TAI 7"#2GA Steel Roll Form Fascia TA32 TAI "#0GA Steel Roll Form Fascia TA32 TABLE 4.14 Attached Structure Freestanding or Multispan Units Attached Structure Freestanding or Multispan Units Attached Structure Freestanding or Multispan Units TABLE 4.14 Attached Structure Freestanding or Multispan Units Attached Structure Freestanding or Multispan Untts Attached Structure Freestanding or Multispan Unas LIVE TRIG MAX POST MAX MAXPOSTLENGTH MAX MA%POST LENGTH MAX MAX POSTLENGTH LIVE TRIG MAX Poor MAX MAX POST LENGTI MAX MAX POST LENGTH MAX MAX POST LENGTH LOAD N POST D P I r R POST MIN r R I F R i S F µ FS¢ I T F 2 1c I MIN F6 i (PSF) PACING FOR fi NCING ST O 61ZE CONSrRANED 00TER SPACING POST' b ZE 00 Eft CONSTRAINED SPACING POST 6ME CONBntNNED 00TER (P D (FT) 3PACING FOR SPACING PORT E CONST NEO OOTER sPA NG POST 8 E CONST INE D FOOTER 3PACIN POBL ¢E CONSTRP1NED 00TER ON 31AB SLAB (F() TYPE 'G "C Y 'C (FT) TYPE "C "tl" 'tl' N (Fn TYPE ON SLAB SLAB (PT) TYPE 'C' 'C 'C 'tl' (FT) TYPE Y 'd "C V (FT) TfPE 'C 'C •tl" •C (FT) An) (In) (fn) (In) (in) (in) (n) (in) (In) M) 5n) (in) On) On) (in) 6n1 On) (in) 9n) lin) (In) 9n) (n) (in) 109 MPH 10 4 1]'-0" A 10-3' A 19 19 19 20 17-8' A 21 21 22 23 14'-0" A 21 22 23 24 4.5 16-1- A 9-10" A 20 20 20 20 12.8' A 21 21 22 m 13'-IT A 22 22 23 24 5 13-7 A 9'-7 A 20 20 20 20 12-3" A 22 22 22 22 13-6 A 23 23 23 24 5.5 124• A B'-5 A 20 ZO 20 20 12'-9' A 23 23 23 23 13-3 B 23 23 23 24 6 114' A ]'-0" A 20 20 20 20 111-5" B 23 23 23 23 13'-T B 24 24 24 24 6.5 10'-5" A 7'-1' A 20 20 20 20 111-0' B 23 23 23 23 12'-8- B 24 24 24 24 7 9'-9' A 6'-T A 20 20 20 20 10-5' B 23 23 m 23 124' B 25 25 25 25 7.5 9'-1' A 6'-7 A 20 20 20 20 9'-11" B 23 23 23 23 11-10' B 25 25 25 25 a 8'-6- A 51-9' A 20 20 20 20 9'A- B 24 24 24 24 11 -S B 25 25 25 25 9 7'-6 A 5'-7 A 20 20 20 20 e'-9- B 24 24 24 24 10'-T C 25 25 25 25 10 6'-9- A 4'-8- A 20 20 20 20 T-11• B 24 24 24 24 9'-10' C 26 26 26 26 11 6'-2' A 4'-3- A 20 20 20 20 7'Q" B 24 24 24 24 9'-3' C 26 2fi 26 26 12 5'-0- A 340' A 20 20 20 20 6'-T B 24 24 24 24 e'-9' C 26 26 26 26 13 6-2' A 3'-0' A 20 20 20 20 T.I. B 24 24 24 24 8'-3' C 27 27 27 27 14 4'-19- A 3'-4" A 20 20 20 20 5'-8 B 24 24 24 24 ]'41" C 27 27 27 27 15 4'-6' A 3'4' A 20 20 20 21 5'-3" B 24 24 24 24 T4' C 27 27 27 27 16 4'-T A 241' A 20 20 20 21 4'-11" B 24 24 24 24 7'-7 C 27 27 27 27 17 4'-(T A 2'-r A 20 20 20 21 4'-8' B 24 24 24 24 6-9- C 27 27 27 27 100 MPH EXPOSURE C 10 4 1T-0- A 741' A 19 19 19 20 11'-2' A 21 21 22 23 17.5" A 22 22 24 25 4.5 154" A T-T A 19 19 19 19 11'-9' A 22 22 22 23 12'-2- A 22 22 24 25 5 13'-T A 7'-1' A 19 19 19 19 10-10' A 22 22 22 23 12'-0" A 23 23 23 25 515 124' A k-T A 20 20 20 20 ttt-0' A 23 23 m 23 11-10- A 24 24 24 24 0 114' A 8'-3' A 20 20 20 20 19-6' A 23 23 23 23 11'4' B 24 24 24 24 65 10'-5- A 6-0' A 20 20 20 20 10-0' A 24 24 24 24 114' B 25 25 25 25 7 9-8- A 6-8' A 20 20 20 20 8'-0' A 24 24 24 24 11'-T 8 25 25 25 25 7.5 9-1- A 5'-T A 20 20 20 20 9-5- B 24 24 24 24 10-11' 8 26 26 26 26 8 A 5'-T A 20 20 20 20 9'-1" B 25 25 25 25 10'-9' B 26 26 26 26 9 7'-0' A 4'-T A 20 20 20 20 8'-6' B 25 25 25 25 104' B 27 27 27 27 10 6'-r A 4'-T A 20 20 20 20 T'-11' 8 25 25 25 25 r-i0 C 27 27 27 27 11 6-T A 3'-10' A 21 21 21 21 R2' B 25 25 2S 25 9.8 C 28 28 28 28 12 6-8' A 3'-8' A 21 21 21 21 6-7' B 25 25 25 25 8'-9' C 28 28 20 28 13 5'-2- A 3'-5' A 21 21 21 21 6'-1- 8 25 25 25 25 8'-3' C 28 28 20 28 14 4'-16 A 3'-T A 21 21 21 21 51-6- B 25 25 25 25 7'-1Y C 20 28 20 28 15 4'A' A 3'-k A 21 21 21 21 51-3' B 25 25 25 25 'T-T C 29 29 29 29 18 4'-3' A T-10' A 21 21 21 22 4'-11' 8 25 25 25 25 T-7 C 21, 28 29 29 17 4'-0 A T-C A 21 21 21 22 4'd' 8 25 25 25 25 6'-9' C 29 29 29 29 10 4 1T4T A k-T A 19 19 19 20 11'8 A 21 21 22 m 124' A 22 E 24 25 4.5 16'.1• A T-8• A 19 19 19 19 11'-T A 22 22 a2 23 178 A 23 D 24 25 5 13'-T A T-7 A 19 19 19 19 11'4'- A 22 22 22 23 17-Y A 23 23 24 25 5.5 1Z4• A 6-0• A 20 20 2D 20 10-10' A 23 23 23 23 174T A 24 24 24 25 6 114- A 68 A 20 20 2D 21 10-0' A 24 24 24 24 11110- B 24 24 24 24 6.5 105' A 6-1' A 211 20 20 20 t0d B 24 24 24 24 11'-T B 25 25 25 25 7 9-0' A 5'-T A 20 20 20 20 19-3" B 24 24 24 24 114' 8 25 25 25 25 7.5 8'-1' A 5'd A 20 2) 20 20 9-11- B 25 25 25 25 11'-T 0 26 26 26 26 8 8'-6- A 5'-1- A 20 20 20 4 9-e' B 25 25 25 25 19-11- B 26 26 26 26 9 Tfi A 4'-T A 20 20 20 20 8'-8- 0 25 25 25 25 10'-8' C 27 27 27 27 10 6-r A 4'-7 A 21 21 21 21 T-11• 8 25 25 25 25 8'-10 C 27 27 27 27 11 6-7 A 4''I A 21 21 21 21 T-T 8 25 25 25 25 9-3- C 27 27 27 27 12 5'-8' A 3'-8- A 21 21 21 21 6-T 0 25 25 25 25 8'A' C 28 28 28 28 13 5'-7 A 3'-S A 21 21 21 21 8-0- 0 25 25 25 25 8'-3' C 20 28 28 28 14 4'-IT A 3'-3' A 21 21 21 21 5'-e- 0 25 25 25 25 T-11' C 28 2B 28 20 15 4'8 A 3'-0' A 21 21 21 21 5'-3• B 25 25 25 25 T-T C 28 28 28 28 16 4'-3" A T-11- A 21 21 21 22 4'-11- B 25 25 25 25 T-T C 29 2B 28 2B 17 4'-0' A 2-8' A 21 21 21 25 25 25 25 6'-9- C 29 R 2B 2B EXPOSUREB 20 4 0'-11' A e'-1. A 16 I6 17 18 9.11" B 19 19 20 21 11'-T B 20 21 22 23 4.5 7'-11- A 51-5' A 16 16 16 17 V-1' B 19 19 20 21 10'-11' C 20 21 22 23 5 7'4- A 4'-11' A 16 16 18 17 8.4. B 19 19 19 20 19-3" C 21 21 22 D 5.5 6'-5" A 4'-6 A 16 16 16 16 T-0' B 19 19 19 20 e'-T C 21 21 21 22 6 5'-11" A 4'4' A 16 16 t6 16 6-11. B 19 19 19 19 r-P C 21 21 21 Y2 6.5 5'-6 A 3'-9- A 16 16 16 17 6'-5" B 19 19 19 19 8'-T C 21 21 21 22 7 5'-1' A 3'-r A 16 16 18 17 6-0" B 19 t9 19 19 8'-7 C 21 21 21 21 7.5 4'-r A 3'-3" A t8 16 17 17 5'4" B 19 19 19 19 7'-10" C 22 22 22 22 8 4'-5' A 3'-1- A 16 16 17 10 5'-3" B 19 19 19 19 T-6" C 22 22 22 22 9 3'41' A 2-9' A 16 16 IT 10 4'-8" B 19 19 19 19 6'-8" C Y3 22 22 22 10 3'-6 A 7-5' A 16 17 18 19 4'-T B 19 19 19 19 6'-0" C 22 22 22 22 11 3'-7 A 2'-3' A 16 t7 18 19 3'-tk' B 19 19 19 19 5'-6 C 22 22 22 22 12 2'-N" A 7-0" A i6 18 19 19 3'-6 B 1B 19 t9 19 5'-1 C 22 22 22 22 13 2'-8' A 1'-10- A 16 18 19 20 3'-3' B 1B 19 19 20 4'-8- C 22 22 22 22 100MPH 20 4 8'-11' A 6-1- A 17 17 18 18 9'-r B 20 20 21 22 11'-9" a 21 21 22 23 4.5 T-N' A F-5 A 17 17 17 18 9-T B 20 20 21 22 10'-11 C 22 m 22 23 5 7'-1' A 4'-11" A 17 17 17 17 8'-S B 20 20 20 21 10'-3' C 22 22 22 23 55 6-5 A 4'-5" A 17 17 17 17 T-0 B 20 20 20 21 9-1 C 22 22 22 22 6 5'-11' A 4'-1" A 17 17 17 17 6-11" B 20 20 20 20 9'4" C 22 22 22 22 65 V.S. A 3'-9' A 17 17 17 17 k-1- B 20 20 20 20 8'-7" C 23 23 23 23 7 64" A 3'$ A 17 17 17 19 6'-4- B 20 29 29 20 8'Q" C 23 23 23 23 7.5 4'-9' A 3'-3- A 17 17 17 10 5'-T B 20 20 20 20 T-10- C 23 23 23 23 8 4'-5' A 31-1" A 17 17 10 18 S-1P B 20 20 20 20 7'-6" C 23 23 23 n 9 3'-11' A A 17 17 18 19 4'-S B 20 20 20 20 6'4" C Z3 23 23 23 10 3'-6' A A 17 18 19 19 41-T B 20 20 20 20 6'-0" C 0 23 23 23 11 3'-2' A T-3" A 17 18 19 20 3'-T B 20 20 20 20 5'-fi" C Z3 23 23 23 12 2'-11' A 2'-0' A 17 10 19 20 3'-T 8 20 20 20 20 5'-0' C 23 23 23 23 13 7-8' A 1'-16 A 17 19 20 21 1 1 3'-0' B 20 20 20 21 4'-8" C 23 2] 23 ZJ to MIN 20 4 8'-11' A 6'4" A 17 17 17 18 6-11' 6 20 20 21 22 111-9- B 21 22 23 24 4.5 T-1Y A 5'-S A 17 17 17 18 9'-1' 8 20 20 21 22 10'-11. C 22 Z1 2J 24 5 T-1' A 4'-11' A 17 17 17 17 84' B 20 20 20 21 ik-3" C 22 22 23 24 5.5 6-5- A 4'-5' A 17 17 17 17 7'-T B 20 20 20 21 6-T C 22 22 22 23 6 5'-11- A 4'-i' A 17 17 17 17 k-11' 6 20 20 20 20 9'-1' C 22 22 22 23 6.5 S-5• A 3'-9' A 17 17 17 17 6-5' B 20 20 20 20 8'-T C 22 22 22 23 7 S-1' A 3'A' A 17 12 17 18 k-0' B 20 20 20 20 81-7 C 23 23 23 23 7.5 4'-8' A 3'd' A 17 17 17 18 S-T 8 ]0 20 20 20 T-10' C 23 23 23 23 B 4'-5' A 7-1- A 17 17 18 18 B 20 20 20 211 T8 C 23 23 23 23 9 3'-11' A T-9' A 17 17 18 1B- 4'd' B 20 20 20 20 8'A' C 23 E 23 23 10 3'8 A 7d• A 17 18 19 18 4'-7 8 20 10 20 20 64T C 23 23 23 23 11 3'-7 A 7J• A 17 18 19 21 3'-iP 8 20 M 4 21 20 S6• C 1 23 23 23 9 12 7-11' A 2-0- A 17 18 18 2J 3'd' 8 . 20 20 211 S-0' C is M 23 Ya tID MPH EXPOSU RE C ` 20 4 8.11- A 6-T A 18 18 18 18 9-11' B 21 21 M 23 - P [8t r~23 24 25 4.5 T-11' A 5'-5- A 18 18 18 19 9-P B 20 21 22 - :\}9- tL f8p '2y 24 25 5 T4- A 4'-11" A 10 18 18 18 84' B 20 20 31 ` 1 jZkp 20 25 5.5 6-5' A 4'-5" A 18 18 18 18 T-T ' B 21 20 21 2 ' , 23 24 6 6-11' A 4'-1' A 18 18 18 18 6-11 B 20 20 20 1J 9 C ~ : 42 h 24 6.5 A 31-9- A 10 18 18 18 k-S B 20 20 20 21 C 23 23 23 24 7 5'-P A T' A 18 18 18 19 B 20 20 20 20 8'-~ _ C-j -T! ZJ 2 23 7.5 4'-r A 3'd' A 10 18 10 18 5'-T B 20 20 20 T 10 C 3 23 23 0 4'-S A 31-1• A 18 18 10 19 6-T B 20 20 20 ' 2f: ' . w lldl AB -JC 23 m ' ' ' ' ' ' 1 G % 9 10 3 -11 3'8 A A 2 -9 T-6 A A 18 16 18 18 18 18 20 20 4 -0 4'-T B B 20 20 20 20 21 20 ' C C 23: f!! J 23 23 23 Z! 11 3'-T A Ta' A i6 1B 20 21 3'-10' B 20 20 20 LFs6i, "C - 7 23 23 12 2-11' A Y-0' A 18 19 20 21 3'F B m 20 20 21 ~YjSP NAl t' 2J 23 m Page 22 of 29 4.0 POST SPACINGS FOR COVERS USING 'm Fasca A32 estandlno or HIGH WIND TAI 7"Y24GA Steel Roll Form Fascia TA32 TAI 7" X22GA Steel Roll Form Fascia TA32 TAI 7Y200A Steel Roll Fonn Fascia TA32 TABLE 4.14 Attached Structure Freestantling or Muttispan Units Attached Structure Freestanding or Muttispan Units Attachetl Structure Freestanding or Muttispan Units LIVE LOAD (PSF) TRIG WIDTH (FIT) MAX POST SPACING ON SLAB (FT) POST REO'D FOR SUB M4X POST SPACING (FT) MIN FOOTEF POST SIZE TYPE 'C ON MAX POST LENGTH V I IV I 1Y CONSTRANED FOOTER -A Y 'T ON (in) on) MAX POST SPACING (FT) MIN POST TYPE MAX POST LENGM POOTE 8' f 10' 11T SIZE CONSTRAINED FOOTER "T "T "0- ro- On) On) (1-) (in) MAX POST SPACI (F() MIN POST WIRE FOOTE SIZE V (in) M4% POST LENGTH 0'' 1P' 17 CONSTRAINED FOOTER 'C 'tl' 'T ON On) On) 120 MPH EXPOSU RE C 20 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 B'-1P 7'-11' T-1' 6'3" 5'-11" 5'-5' 5'-1" 4'-9 4'-5" 9-11- 3'3- 3'-Y A A A A A A A A A A A A 4'-4" 44' 4'-V 4'-P 3'-8" 3'-T 3'-6- 3'-7 3'-1' 2'-9" 7-5- 2'-3' A A A A A A A A A A A A 17 10 18 15 19 19 19 19 19 19 10 19 17 18 18 19 19 19 19 19 19 19 19 20 10 1B 10 19 19 19 19 19 T3 20 20 21 10 18 18 19 10 19 19 20 w 21 21 23 B-3' 8'-8- 84- 1-7' 6'-11' 6-5' 6-0" 5'7" 5'-3' 4'-8' 4'Q" 3'-19" B S B B B B B 8 B B B B 22 23 23 23 23 23 23 23 23 23 23 23 22 23 23 23 23 23 23 23 23 23 23 73 23 Ti 23 23 23 23 23 M 23 23 23 23 24 23 23 23 23 23 23 25 23 23 23 23 11 1P-11- 10'J- T-T 9'-1' 8'-r 6-7 T-10" 7'-6- 6'-e' 6'-0" 6-6' B C C C C C C C C C C C 24 24 25 25 25 25 26 26 26 26 28 26 24 24 25 25 25 25 26 26 28 28 26 28 25 25 25 25 25 25 26 26 26 26 2fi 26 Ti 26 26 25 25 25 26 26 26 26 26 26 Stru cture Mulispan Unds alru cTUre mmnspan vllne LIVE TRIB MAX P POST LENGTH MAX MAX POSrLENGTH MAX POST LENGTH ' LOAD WIDTH PORT Car MIN FOOTER 8' 10'' 17 POST MIN fGOTER e' iV ' 1Y POSr MIN FOOTER I 10I 1T B IPSfI (FT) SP POST SIZE CONINED FOOTER SPACING POST 92E CIXJSTRNNED FOOTER SPACING POST 612E CONSTRANED FOOTE " • • " • ' ON SUB (FT) OFT) TYPE on) (I ) (In) on) (FT) TYPE 'd On1 "d" 'd "G On) Pn) Ml (Ff7 TYPE "6' Ml 0 a B ( ) f..) ON 110 MPH EXPOSURE G " 22 23 24 25 10 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 15 IT-O' 15'-1' 13'-7' 12'i 11'4- 10'-5- 9'-8' 91-1' 8'-6' T3- 6-r 6'-1 5'-8' 5'-Y V-10- 4'-6" A A A A A A A A A A A A A A A A 6-7' 5'-6" 5'-2" 4'-10" 4'-B' 4'-V 4'-3" 3'-11" 3'-10' 3'-6' 3'-2" 3'-1" 2'-1V' 2-9' 2-G 2'-5' A A A A A A A A A A A A A A A A 18 18 19 19 19 19 20 19 20 20 20 211 20 Z1 21 21 18 10 19 19 19 19 20 19 20 20 20 20 20 21 21 21 18 18 19 19 19 19 20 19 20 20 20 20 20 21 21 21 19 19 12 19 19 19 20 19 20 20 20 21 21 22 22 22 10'-1- 9'-11' 9'-9" 9'-7' 9 5-0- B'-2- 8'4" 7'-6 6-10- 5'-8- 5'-2" 4'-e' V-7- 4'-3` A A A A A A A A A A A A A A A 22 22 23 24 24 24 24 25 25 25 M25 22 22 23 24 24 24 24 25 25 25 25 22 22 23 24 24 24 24 25 25 25 25 25 25 25 25 25 23 23 23 24 24 24 24 25 25 25 25 25 25 25 25 25 11-2 11'-0" 10'40" 10'-8 10'-5' 19'3' 10'-1' 9'-10` 0'-8" 9 9'-V' 0'-0" Ti" 7'-1" G-6" A A A A A A B 5 B B 6 C C C C C 23 24 24 25 25 26 25 27 28 28 29 20 29 29 29 23 24 24 25 25 26 28 27 28 28 20 29 29 29 29 24 24 24 25 25 26 26 27 28 28 2H 29 29 29 29 25 25 25 -65 ZS 26 26 27 20 28 29 29 29 2H 29 10 120 MPH 4 4.5 5 5.5 6 6.5 7 7.5 a 9 10 11 12 13 EXPOSURE 17'-0' 15'-1- 17-7' 124' 11'-4' 19-5- 9'-8- 91-1' B'-V TS 6-r 1 6-7 5'-8' 5'-Y B A A A A A A A A A A A A A A 6-5" S.C. 5'-7" 5'-6" 5'-1' V-0' V-8- 4'-4- 4'-T T-10- 3'-6" 34' 3'-1' 7-10' A A A A A A A A A A A A A A 1B 19 19 19 20 20 20 20 20 20 20 21 21 21 18 19 19 19 20 20 20 20 20 20 20 21 21 21 18 19 19 19 20 20 20 20 20 20 20 21 21 21 19 19 19 19 20 20 20 20 20 20 20 21 21 22 1 11'-5" 11'-3- 11'-1' 10'40' 10'-0" W-E. 10'-3" e'-11• 9-9 8'-9" 7'-11' 7'-2' b'-7 1 6-1' A A A A A B B B B B 8 B B B 22 23 24 24 25 25 26 26 26 27 27 27 27 27 22 23 24 24 25 25 28 26 26 27 27 27 27 27 23 23 24 24 25 25 25 26 26 27 Z7 27 27 27 24 24 24 24 25 25 26 26 26 27 27 27 27 27 11'-7" 11'-5" 11'-3' 1T-0' 19-10- 1V-7" 10'-5" 10'-3' lv4 9'-B- 9-3" 0'-11" 0'd- 7'-11- A A A A A B B B B 8 B C C C 22 23 24 25 25 26 26 26 27 28 28 29 29 29 23 23 24 25 25 26 26 26 P 28 28 29 29 29 24 24 24 25 25 28 26 26 27 28 28 29 29 29 25 25 25 25 25 25 26 26 27 28 28 29 -29 20 10 130 MPH 4 4.5 5 5.5 8 6.5 7 7.5 8 9 10 11 12 13 14 EXPOSURE 1T-0' 151-1' 13'-r 174" 114" 193' 93' 9-1- 0'3' Td- 6-9 6S 5'4" 5'-Y 449 0 A A A A A A A A A A A A A A A 5 4'-0` 4'-T 4'3' 4'-T V-10' T T 3'-IT V.I. 3'-0' Y-r z-r 7-5- 74' A A A A A A A A A A A A A A A 18 18 19 19 19 19 20 20 20 20 20 20 21 21 21 10 1B 19 19 19 19 20 28 ZO 20 20 20 21 21 21 18 18 19 19 18 19 20 20 20 20 20 21 21 21 12 19 19 19 19 19 19 20 4 20 21 21 M 22 22 33 9-8" 7-01 8'-10" 8'-T 8'4r T-S 8-11- 6`0 63' 5'-0' 9-7 5'4Y r-r 4'-3' V-1' A A A A A A A A A A A A A A A 22 23 23 23 24 24 - 24 24 24 24 25 25 25 25 25 22 23 TO 23 24 24 24 24 24 24 25 25 25 25 25 23 23 23 23 24 24 24 24 24 24 25 25 25 25 25 24 23 23 23 24 24 24 24 24 24 ZS 25 25 2S 25 10.8 10'E" 104' 1V-T ta'4Y 9-r 93' 9.4' 9-1' B'-r 0'A' T-T r-0" F 5- 5'-11' A A A A A A A B 9 B B 6 B B B 23 24 25 25 28 26 27 27 27 ZB 28 20 29 29 2B 23 24 25 25 20 26 27 2T 27 28 w 28 29 29 29 25 25 25 25 26 28 Zr 27 27 28 28 20 20 29 29 26 26 26 28 26 28 27 27 27 28 28 20 29 29 20 VCIYCRNL IRJ 1 RV V I IV na ~Vn ,,irvr .rev 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM TABLES 1.1 TO 1.13 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 4.15 CALCULATE FROM TRIBUTARY DIAGRAM ON TA02 PAGE 2 OF 8 6. CHOOSE A HEADER FROM TABLE 4.14 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 20 130 MPH 4 4.5 5 55 6 8.5 7 T5 0 EXPOSU 8'4 t- 7'-1 t" 7'-1' 6'-5" 5'-11' 6-5' 51-1" 4'-0" 4'-5- RE C A A A A A A A A A -r Y-e' 6.5' 3'-T 3'-2' 3'-1' 2-10' 2-9 Y-Y A A A A A A A A A 17 18 18 18 19 19 19 19 20 9 IS 18 18 19 19 19 19 2U 17 10 18 1B 19 19 19 20 20 18 18 19 19 10 20 20 21 21 6'-it" a-10 8'-4' 6'-7 5'-P 51-8` 5'-3' 5.7 4'-9` A A A A A 8 B B 0 21 22 22 23 23 23 23 24 24 21 22 22 23 23 23 23 24 24 22 22 22 23 23 23 23 24 24 23 23 23 23 23 23 23 24 24 fl'-9' 19-W 10'-Y 9'4' 9-1' F-r 0'-T T-10" T-V B C C C C C C C C 25 25 26 26 T7 27 27 27 27 25 26 26 26 27 27 27 27 27 27 26 26 26 27 27 77 27 27 20 27 27 26 27 27 27 27 27 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 4.16 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 6.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 16 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 4.14 SLAB 8. USE THE SMALLER OF THE SLAB SPACING OR HEADER SPACING SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE HANG PROJECTION OF SINGLE SPAN STUCTURES p=p (Fn 8' 9' 1V IT IT 13' 14' IV IT 1B' 19' 20, 21' 27 ' 23' 24' 25' 0' V V 5' 6 V 7' T 8' 9' 9 la 19 11' it, 17 12 IT V 6 S' 6 6' 7' T B' 9' 9 10' 10 11 IT IT IT IT 05 ' 6 S' T T 0' 9' 9 1V 10' it' 11' IT 12 IT 13 p 9 S ' 8 7' 7' e' 9 9 10' 10 it' 11' 12 1T IT IT 1.V ' V ' 5 6 6 T T V 0' 9 10 To 11' 11' IT tY 13' IT 14' 2 3. 5 6 6 T 7' 0' S' 9 10 IV IV 11' 12 tT IT IT 14' 14- 6 7' 7' 0' 8' 9' 9' 10 H' it' IT IT IT IT 14 14' IV V 6 T T 8' S' 9' 9 10 IV 11' IT tY IT IT 14' 14' 15' IT 6 T V Y 9 - V 19 1V 11' IT IT IT IT U' 14' 15 15' 16 0' 8' r 9 10' IV IV 17 IT IT IT IV IV 15' 16 16 16 T 6 IT 9 IT IV IV 11' 11' IT IT 13' TV TV 15 15' 16 16 Ir t Requirements for IIng Structures Mal( (POST III i s IN I.y Y M as Height UILDING PRODUOTS 31 Clover F are Steel 15' G 227 South Town East Blvd are Seel 18' H Mesquite, TX 75149 are Steel 18 (972) 2856811 F(972) 882-8818 tG ~N o Putnam Engineering P 3441 lvyiink Place 45 C P V O ynchburg, VA 2 03 434) 384 2514 ~.a - ( t d l hi p 4 ame cariputnamr~a e e V j ~'WR 2 3 2005; ~iSS'/nN A`+~\J~\ Page 23 of 29 T N O O N d m a €~~b= RRrnryrvrvrvrvNnnn rvrvrvrvrvnrvrvnryrvrv rvnnrvrvnnryrvryry rvrvrvrvrvrvnrvrvnrv rvrvrvnrvrvnnryrv rvrvrvrvrvrvrv O E .-0 O - ~ y° rv n rv rv n rv n rv rv rv rv rv rv N n rv ry rv rv rv rv rv n rv rv rv rv rv rv rv rv rv rv n rv n rv n rv rv ry rv rv n rv rv rv rv rv n rv rv rv rv rv rv rv rv rv rv rv rv rv m N ¢ dn~ m ~ y~~ a 2 _v _ rv rv rv N rv n rv n N rv rv rv rv rv rv rv rv rv rv N rv rv rv rv n n n rv rv N N n rv rv rv rv rv rv N n n rv rv rv rv rv rv rv rv n rv rv n n n rv n rv n rv rv rv rv ELL ~ ~ m o d L o a o ~ ~ rv rv n n. e m m r n n n n e m m m r rv m m m ry n< m m m n rv `ow . m m r r A - R R A I rv rv rv n rv n n rv rv n rv n rv rv m y. d j w - n rv rv rv rv rv rv rv rv n rv n n n n ry rv rv rv rv rv rv rv rv n n rv rv rv rv rv rv n n rv rv rv n rv rv rv m Q~¢ y ~ a~ V m p o o m e o o m m m m w m d m o o m m m m m o o w m d d o 0 o m m o 0 0 o m o 0 o m m o a o 0 0 o m o m o 0 0 o m m a o m o 0 0 0 0 o m " r i m e n q b m b$ i E o a G m w m n - 5 6 a m m m n m m m m m m m ~ m n m m m m x 2 e a w o N m¢ a a a< a s a¢ a a< a¢ d a a a<<¢ a<< a¢ a a a m a a< a s a a<< a¢¢¢ p a a a a¢< a a a a¢ a a" a< a a a¢ a<<<¢ a m a a¢¢¢¢ a a a J w" ~n O O = O N. w m ~zg mox mn m m< n rvrv~mr m n n6mr bm n. n r m m. n mm~ m m _ " x x i x x x m o d f e n E e o f rv f rv f _ E z f a ^ 7 ~ O 'n J Q a c n m C N L d N d" a w= O1~m m t ^ C yyr C 6 H J ~ U m Am w t°-~x.. 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Reom T493 10"X5.68" I Beam TA24 7"x5.69'1 Beam TA23 10'x5.68" I Beam TA24 0 X. I I o~Alll " Attached Freestanding or Artacha Freestanding or TABLE 5.6 Attached reestanding or Attached Freestanding or Attsohetl Freestanding or Structure Multispan Units Structure Mudispan Units Structure Multispan Units Structure Mutispan Unds Structure Multispan Units MAK T.1.~12 POSr LENGTH MAX POST LENGTI LIVE TRIPOST MA% Sr LPOST LENGTH M4X POSr LENGTH 15, 15. 18 : 16 w ED ~OOTER 6PACING POIST FSZE R CONSrI NED FOOTER (PGF) W(F'rSPACING FOSPACING I9~TENSTNEO i00TER BP LING POSF902TE CONSEO TER SPACIN POISr F9DIZTE FOOTER SPAC NG F!'IN Po~ MH ST MN ~S`T MIN POST (FT) ttPE (Fn T(PE V -T 'd- ON SIAS SIAB (FT) TYPE (d (FN TYPE (6n) l1PE V ~ ~ (in) M) SO ON (in) (in) (Ft) 100 MPH EXPOSURE B 23'4 t" C 25 26 28 29 36'-1' D 29 31 33 34 20 4 8'-n" A. 14'-T C 21 22 23 24 1 9fi" D 24 75 27 20 W-7- E 27 39 31 33 23'4' C 26 26 28 29 34-19' D 30 31 32 39 4.5 T-11" A 13'8" C 22 22 23 24 18'-e' D 24 25 26 28 28'-T E a 29 31 32 224" O 27 27 27 29 33'-9' D 31 31 32 34 5 7'-1' A 13'-0- D 22 22 22 23 18'-1" D 25 25 26 2r 27'-6- E 29 29 31 32 21'-8' D 27 27 27 29 32-9' D 31 31 32 33 5.5 S-5" A 12'-T' D 23 23 23 23 10'40. D 25 25 26 27 26'-9" E 29 29 30 32 21'-T D 28 28 28 28 3190' E 32 32 32 33 6 5'-11' A 12'-3' D 23 23 23 23 15'-6 D 25 25 25 26 26'-T E 30 30 3O 32 20'-T O 28 28 20 20 31'-i' E 33 33 33 33 6.5 5'-T A 11'-11- D 24 24 24 24 14'-4" D 25 25 25 25 26-4' E 31 31 31 31 2V-0' 0 29 29 29 29 3a4 E 33 33 33 33 7 5'-1' A 11'-8- 0 24 24 24 24 134" D 25 25 25 25 24'-9" E 31 31 31 31 19'-7- D 29 29 29 29 29'-T E 34 34 34 34 7.5 4'-9" A 11'-5' D 25 25 25 25 12'-S D 25 25 25 25 24'-T F 32 32 32 32 19'-2- D 30 30 30 30 29'-1' E 34 34 34 34 8 4'-S A 11'-2" D 25 25 25 25 11'-0' D 25 25 25 25 23'-0' F 32 32 32 32 18'-T 0 30 30 30 30 28'-1' E 35 35 35 35 9 3'-11' A 19-5- 0 25 25 25 25 10'4" D 25 25 25 25 22'-e" G 33 33 33 33 31 31 31 31 27'-7 E 36 36 36 36 10 3'-6 A 9'-5' 0 25 25 25 25 9-4' 0 25 25 25 25 22'-0' G 34 34 N 34 15'-5' 0 3t 3t 3t 31 26'-4' E 37 37 37 37 11 3'-T A 8'-8' D 25 25 25 25 11 8'-6' D 25 25 25 25 20'-5' G 34 34 34 34 14'-5" D 31 31 31 31 25'-]' E 38 38 38 38 12 2'-11' A ]'-10" D 25 25 25 25 7'-i0. D 25 25 25 25 18'-9" G 34 34 34 34 24'11- E 30 38 38 39 13 2-0' A 7'-3" D 25 25 25 25 7'-T D a. 1 25 25 25 174 G 34 34 34 34 13'-6 D 31 31 31 31 12'-0' D 31 31 31 31 11'-10- 0 3t 31 31 31 11'-2- D 31 31 3t 31 10'-6' D 31 31 31 31 10 4 1T-0- A 1T-3" 8 24 24 25 26 4.5 15'-1. A 16'-7' B 25 25 25 26 5 13'-7" A 16-1' B 25 25 25 26 5.5 12-4' A 15'-1 B 26 26 26 26 6 11'-4' A 15'-Y 0 25 26 25 26 64 10'-Y A 14'-9' C 27 27 27 27 ] 9'-8' A 14-6 C 27 27 27 27 7.5 S.A. A 14'-1' C 28 28 28 28 8 V-8' A 13'-9' C 28 28 28 20 9 7'-6" A 1T-3 0 29 29 29 29 10 6-9' A 1T-10' D 30 30 30 30 11 6'-7 A 12'-5- 0 30 30 30 30 12 5'-8' A t2A" D 31 31 31 31 13 V-2- A 114- 0 31 31 31 31 14 4'-10- A 10'b D 31 31 31 31 15 4'8 A 19-T. D 31 31 31 31 16 A 9'-T D 32 32 32 32 17 4.8 A 6-7 D 32 32 32 32 21'-2- 0 26 27 28 30 20'-8" B 27 27 28 29 19'-1T C 27 27 20 29 19'-T 0 28 28 20 29 10'-5' C 28 28 28 29 17'-9' C 29 29 29 29 17'-1' D 29 29 29 29 16'-5' D 29 29 29 29 16-10' D 30 30 30 30 14'-9- D 30 30 3D 30 13'-9" D 30 30 30 30 12-1T D 31 31 31 31 12'-T 0 31 31 31 31 11'4' 0 31 31 31 31 10'-0' D 31 31 31 31 iD-T D 31 31 31 31 9'-1 D 32 32 32 32 9-T 0 32 32 32 32 244' E 39 39 39 39 23'-1T F 40 40 40 40 23'-4- G 40 40 40 40 22-10" G 41 41 41 41 36'-1. D 31 - 32 34 36 3440' D 32 32 34 35 33'-T D 33 33 34 35 32'-9" D 33 33 33 35 31'-10- E 34 >a 34 35 31'-1' E 35 35 35 35 304- E 35 35 35 35 29'-T E 36 36 35 36 2V-1- E 36 36 36 36 20'-1' E 37 37 37 37 2T-2' E 38 38 38 30 264- E 39 39 39 39 25'-1 E 40 40 40 40 24-11' E 40 40 40 40 244' E 41 I 41 41 2YAT F 42 42 -42 42 234' G 42 42 42 42 2T-T G A3 43 43 43 10 110 MPH 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 tt 12 E VQSUR 1T4T 16-1' 13'-T 10'4' 114- IV-!5- 9'-8' V-1" 8'-T 7'-6' 6.9' 6-Y 5'-0' E B A A A A A A A A A A A A A 10'3" 10'-T 16'-1- 16-T 15-T 1C-T 14'-5- 14'4' 13'-9' 133 12-1" 125' 12-1- 11'-0' if'-0' 194' V-10. k4' B a B B B C C C 0 D D 0 D D D 0 D 24 25 25 26 26 27 27 28 28 29 30 30 31 31 32 32 32 32 24 25 25 28 26 27 27 20 28 29 30 30 31 31 32 32 32 32 25 25 25 N 25 27 27 20 28 29 30 30 31 31 32 32 32 32 M 28 20 26 N 27 27 28 20 29 30 30 31 31 32 32 32 32 21'-IV- 21'-7 20'8- 19'-0' 198 184- 1T-T 16-11' 164- 16-Y 14'-1' 13'-T lzi 11'-T 11'-0' 1V4- V-IT 94' B C C C C D D D D D D D D D D D D D 28 27 28 28 29 29 29 30 30 30 31 31 31 31 32 32 32 32 27 27 28 28 29 29 29 30 30 30 31 31 28 0 28 28 29 29 29 30 30 30 31 31 U31 30 30 29 R 29 29 29 30 30 30 31 31 31 W.I. 34'-f0- 3Y-0- 32-A 31'-10- 31'-1' 364- 26-T 29'-1' 28'-1' 2T-T 264' 2-0' D D D D E E E E E E E E G 31 32 32 33 34 35 35 36 36 37 38 39 3 32 32 32 33 34 35 35 36 35 37 38 ]9 3 34 34 33 33 34 35 35 35 38 37 38 39 40 40 41 42 43 38 35 35 35 35 35 35 36 35 37 38 39 40 40 41 42 42 43 20 100 MPH 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 EXPOSU 6-10. ]'-11' ]'-1' 65" 5'-11' 5'-5' 5'-1' 4'-9" 4'-5' 3'91' 3'-s' 3'-Y 7-11' TA' RE C A A A A A A A A A A A A A A 14'-0" 13'-6' 13'-T 12'-T 121-Y 11'-N' it'-8' 10'-5" 111-7 10'-5' 9'-5' 6'-6" TdT 7'-3' C C D D D 0 D D D D D D D D 23 23 24 24 25 25 26 26 26 9 27 27 27 2] 23 23 24 24 25 25 26 26 26 9 27 27 27 27 24 24 24 24 25 25 26 26 26 27 27 2] 27 27 25 25 24 24 25 25 26 26 26 2] 27 27 27 27 19'-3- 18'-10' 18'-6' 16'-9' 15'-0' 14'-6- 13'-1- 12'-16' 11'-6 1V-4' 9'-4' T-0" T4' D D O D D D 0 D 0 D D D 0 D 25 26 25 27 22 27 27 27 27 27 27 0 27 27 26 26 26 27 27 27 27 2] 27 27 27 27 27 27 26 27 27 27 27 27 27 27 27 27 27 27 27 27 29 29 28 28 27 27 17 27 22 27 27 27 27 27 29'-T' 28'-6- 27'-e" 26-e" 26'-T 25'-P 24'-9' 24-T' 23'-e- 22'-9' 22'-0' 20'-5" 18'-9' 1T-4" E E E E E E E F F G G G G G 29 30 30 31 32 32 33 33 39 35 36 36 36 36 29 30 30 31 32 32 33 33 34 35 36 35 36 36 ]1 31 31 31 32 32 33 33 34 35 36 36 36 36 33 32 32 32 32 32 33 33 m 35 36 36 36 36 20 110 MPH 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 EXPOSUR 8'-11' 7'-11- T.I. 6'-5- 5'-11" 5'b" 5'-1'- 419" 4'45' 3'-11' 38 3'-T T-11'. E B A A A A A A A A A A A A A 14'-0- 1T-6- 13'-0" 12'-T 12'-3' 11'-11' 11'-8' 11'-5- 11'-T 1C3' 93" 8'8 T-10' C C D D D D 0 D D 0 D D 0 23 23 24 24 25 25 w 28 26 27 27 27 21 23 23 24 24 25 25 20 26 20 27 27 27 27 24 M 24 24 25 25 26 25 26 27 27 27 27 25 25 24 24 25 25 26 26 26 T!. 27 27 2] 15-6" 18'-9' 18'-1' 16-W' 15'8 144' 134' 17-S 11'4' 184- 8'8 T-10' D D D D D 0 D D D D D D D 25 26 28 27 27 27 27 Tr 2] 27 27 27 2] 26 26 26 27 27 27 v 27 27 v 27 27 27 28 27 27 27 27 27 27 27 27 v T 27 27 29 29 28 28 27 27 27 v 27 9 T 27 27 29'-T 25-6' 27'-6" 26-v 28-0' 2F4' 24'-9' 24'-T 22-8' 21'-0' 298 18'-9' E E E E E E E F F G G G G 29 30 30 31 32 32 33 33 34 35 36 35 b 31 30 30 31 32 32 33 33 34 35 36 36 35 32 32 32 32 32 32 33 33 34 35 36 34 34 33 33 33 33 33 33 34 35 N 36 36 110 MPI1IXPOsU RE C 20 4 4.5 5 8'-11' T-11' T-1' A A A 14'8 13'8 13'-0' C C D 24 25 25 24 25 25 26 25 25 25 26 26 26 28 26 16-11' 16-5' 15'41' 154- D D D. D 26 25 25 26 27 26 26 26 28 20 28 27 N 29 29 29 29' ZB'9~ 'li - Cf L - T 1•. 35 5 5.5 8 6.5 7 7.5 8 9 10 11 12 6'-5' 5'-11' 5'-5' 5'-1" 4'-9- 4'-S 3'-11' 3'-0' 3'-T 2-11' A A A A A A A A A A 10'-T 123 11'-11' 11'd' 11'-5' 11'-2' IV-5" 7-5' I 08 7-10' D D D D D D D 0 D D 26 26 27 27 28 28 29 29 29 29 26 2] 27 2B 28 29 2B R 2B 26 27 27 20 26 29 29 29 20 26 27 27 28 28 29 29 29 2B 1 14'-10. 14'-3- 134' 123' 11'-0' 104' 9'4' 0'-6' T-1 D' 11 D D D 0 D D D D D 26 27 27 27 27 27 v 27 n 26 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 2] 28 20 20 27 27 27 27 27 27 ~2 .254'. 26'-9 ~ $ 8'-9 F 6 t5 ti. 2 32 I (Se 38 `]8` I,Itl03, 3 35 76'`- ' Ve X53 73 8 34 "N j i~ }4 35 36 35 36 Page 25 of 29 S a PnST GPACiNGR FOR PATIO AND COMMFRCIAI. COVERS USING ALUMINUM I REAMS IN HIGH WIND AREAS 5"x4.11" 1 Beam A22 7"x5.68" 1 Beam TA23 10"x5.68" 1 Beam TA24 TABLE 5.6 Attached Freestanding or Attachetl Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Mutispan Unis I'VE I LENGTH O o rL Y \ O L G LOAD WID TH PO T RE D POST MIN FOOTER IT I I IS- FOSf MIN COTE ' - ~ ~8' 12 I POST MIN FOOTER 1Y I 5 I B' I (PSF) (Fq SPACING FOR SPACING POST 52E CONSIRNNT)FOOTER SPACING Po8i 1 SIZE NSTRNNED FOOTER SPACING POST SuE CONSTRNNED FOOTER ONSLAB SLAB (FT) TYPE -T -T 'T 'T (FT) TYPE 'T (FT) TYPE 'T 'T 'T 'T IFTI ON OM On) (IR) On) On) 0n1 On) (n) on) ON IN 10 4 12'-0' A 16-11- A 26 26 76 22 16-11" A 26 27 28 29 364' D 33 34 36 37 4.5 15'-1" A 16-5' B 26 26 26 22 16'-5- B 26 26 2B 29 34'-10" D 34 34 35 37 5 13'-2- A 15'-11- B 22 27 27 22 15'-N" B 27 22 28 29 33'-9- D 35 35 35 37 55 1Z4' A 15'-4- B 28 28 28 28 15'-4- B 20 28 28 29 32-9' D 35 35 35 37 6 114- A 14'-16 B 20 28 28 28 14-10' B 28 28 20 28 39'-1P E 36 36 36 56 6.5 10-5' A 14'-3" B 28 28 28 28 14'-3- B 28 20 20 28 31'-1" E 37 37 37 37 7 9-e' A 13'-e' C 29 29 29 29 13'-T O 29 29 29 29 37-4" E 37 37 37 37 7.5 94' A 13'-T O 29 29 29 29 13'-2' C - 29 29 29 29 29'-9" E 38 30 38 38 B 14' A 17-9' C 29 29 29 29 174 C 29 29 29 29 29'-1" E 39 39 39 39 9 7'4' A 11'-10" C 30 SO 30 30 11-10- C 30 30 30 30 28'-1- E 40 40 40 40 10 6-9' A 11'-1 C JO 30 30 30 11'-0" C 30 30 30 30 20'-T E 40 40 40 40 11 6'-7 A 10'4- C ]D SO 30 30 10'-4- C 30 30 30 30 25'-0' E 4t 41 41 41 12 5'-3' A C 31 31 31 31 9'-8' C 31 31 31 31 23'-5" E 41 41 41 41 13 .T A 9'-P D 31 31 3t 31 9'-1- 0 31 31 31 31 22'-P E 41 41 41 41 14 4'-10' A 8'-T D J1 31 31 31 8'4" D 31 31 31 31 2.-10' E R 42 42 42 15 4'-e' A 8'-T D 31 31 31 31 8'-2" D 31 31 31 31 19'-9' E 42 42 42 42 10 4 1T-6 A 17'-T B 26 26 28 2] 21'-W" B 28 28 30 31 36-1- D 33 34 36 3> 4.5 151-1' A 16'-7' B 26 26 26 27 21'-3" C 28 28 29 31 34'-10' D 34 34 35 37 5 134' A 16'-1' B 27 27 27 27 20'-6- C 29 29 29 31 33'-9" D 34 34 35 37 5.5 174' A 15'-T B 27 D 27 27 19'-91 C 30 30 30 30 32-9" D 35 35 35 36 6 114' A 15'-7 B 20 28 28 28 19'-T C 30 TO 30 30 31'-10" E 36 36 36 36 6.5 10'-V A 14'-9- C 28 29 29 29 184- 0 31 31 31 31 31'4' E 37 37 37 37 7 B.S. A 14'-5" C 29 29 29 29 1T-7" D 31 31 31 31 304" E 37 37 37 37 7.5 9'-P A 144- C 29 29 29 29 16'-11' D 31 31 31 31 29'-9- E 38 38 38 38 a 8'-8- A 1X-8" C 30 30 30 30 16-4' D 32 32 32 32 29'-1' E 38 38 S8 38 9 7'4 A 12-9" C SO 30 30 30 15'-T D 32 32 32 32 28'-1' E 39 39 39 39 10 6'-r A 11'1ID D 31 31 31 31 14'-1- D 32 32 32 32 2T-2' E 40 40 40 40 11 6-Y A 11'-1' D 31 31 31 31 13'-7 D 33 33 33 33 26-V E 41 41 41 41 2 5'-T A 10'-6 D 31 31 31 31 124' D 33 33 33 33 25'-T E 42 42 42 42 13 5'-Y A 9'-9' D 31 31 31 31 11'4- D 33 33 33 33 23'-8- E 42 42 42 42 10 4 17'4 A 15'-8' A 26 20 26 28 15'-8" A 26 27 20 30 344' D 34 35 37 38 4.5 15-1- A 15'-T B 27 27 27 28 15'-T 8 27 D 28 SO Tr-11' D 35 35 36 38 5 1T-T- A 14'-0- B 28 20 28 28 14'W B 28 28 20 29 33'4 D 36 38 35 SB 5.5 12-C A 14'-7 B 28 28 28 28 14'-Y B 28 To 28 T9 32-V D 37 37 37 38 5 114' A 1T-T B 29 m 29 29 13'-T B 29 29 2B 28 31'-1P E 38 38 38 30 A5 164 - A 1T-1' B 29 2B 28 28 1T-1- B 29 28 2B 28 3111' E 39 39 S9 38 7 64 A 17-T B 2B 29 29 29 1T-T' B 2B 28 29 29 Vri E 39 3B 39 39 7.5 I.I. A 1T-1' B 39 30 30 SO 17-1- 8 30 SO SO SO 294 E 40 40 40 40 8 S'4 A 11'2' B 30 SO SO SO 11'4- B 30 3O 30 SO W6 E 40 JO 40 40 9 T$ A 16-10- C 30 SO SO SO i(T-Im C 30 SO 30 30 26'2' E 41 41 41 41 1D 6-9- A 1V4' C 31 31 31 31 10'-1" C 31 31 31 31 24'-5' E 41 41 41 41 11 6-7 A 9'4' C 31 31 31 31 9'-S C 31 31 31 31 77-10' E 41 41 41 41 12 14' A 8'-ID' C 31 31 31 31 8'-10" C 31 31 31 31 21'-5' E 42 42 42 42 13 5'-7 A 84- C 31 31 31 31 84- C 31 31 31 31 W-7 E 42 42 42 42 14 M1ID' A T-10' C 32 32 32 32 7'-IT C 32 32 32 32 16.0' E 42 42 42 42 JI RVV I.... 1.R Ir1CJC 1 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM TABLES 1.1 TO 1.14 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 CALCULATE FROM TRIBUTARY DIAGRAM ON TA02 PAGE 2 OF 8 6. CHOOSE A HEADER FROM TABLE 5.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 5"x4.11" 1 Beam TA22 x5.68" 1 Beam TA 23 10"6.68" 1 Beam TA24 TABLE 5.6 Attached Freestanding or F Attached Freestanding or Art Chad Freestanding or Structure Multispan Unds Structure Multispan Unds Structure Multispan Units ~ 0 R ` O LE G ~ LOAD WIDTH POST REO'D POST MIN FCOTE 1IT T I 9' I POST MIN FOOTE I 6 I e' 1Y POST MIN FOOTE S I I 12 V (PEP) (FT) SPACING FOR SPACING PoST 84:E CONSTRAINED FOOTER SPACING POST sG:E CONSTRNNED FOOTER SFACING POST SITE CONSrRNNED FOOTER O.NSLAB SLAB (Fr) TYPE 'C -T 'd in TYPE 'P' 'S 'd' 'd (FT) TYPE 'U" 'T 'C' 'd' (FT) M) (In) (nl (n) (in) NO SO 00 SO (in) (in) 9n) 20 4 8'-11" A 14'-0' C 25 25 26 27 14'-3" C 26 27 23 29 28'T E 33 34 38 37 4.5 T-11- A 13'-8' C 26 26 28 27 13-10" D 26 26 28 29 2812' E 34 34 35 37 5 T-1' A 13'-T D 27 27 27 27 13'-5' D 27 27 28 29 2T-8" E 34 34 35 37 5.5 6'-5" A 174" D 27 27 27 27 12-11" D 28 28 28 29 26'-9' E 35 35 35 36 6 5'-11" A 12'-3" D 28 28 28 20 1T-5' 0 28 28 28 28 W-T E 36 36 36 36 65 5'-5" A 11'-11" D 28 28 28 28 12.T D 28 28 28 28 254" E 36 SB 36 36 7 51-1. A 11'-5" 0 29 29 29 29 114 D 29 29 29 29 24'-9' E 37 37 37 32 7.5 4'-9" A 11'-1- 0 29 29 29 29 114- D 29 29 29 29 24'-T F 38 30 38 38 0 4'-5- A 10'-8" ❑ 29 29 29 29 1.-0' 0 29 29 29 29 23'-0' F 38 38 38 38 9 3'-11" A 941- D SD 30 30 30 S-11- D 30 3D 30 SO 22-T G 39 30 39 39 10 3'-6" A 9'-3' D 30 30 30 30 9'-3" D 30 30 30 30 27-0" G 40 40 40 40 11 3'-T A 8'-6' ❑ 30 30 30 30 0'-e' D SO 3D 30 30 20'-5- G 40 40 40 40 20 4 81-11- A 12'-1- B 26 26 26 27 12-1" B 26 27 28 29 294" E 34 35 37 39 4.5 7'-11" A 11'-9- C 26 26 26 27 fl'-9' C 26 26 28 29 28'-8' E 35 35 37 38 5 T-1' A 11'-5' C 27 27 27 27 11'-5' C 27 27 28 29 27'-6' E 35 36 36 36 55 6-5" A 112" C 26 28 28 28 111-0' C 28 28 26 29 26-8" E 37 37 37 38 6 5'-11" A 10'-7- 0 28 28 28 28 104' D 28 28 28 28 25'-B' E 30 38 SB 38 6.5 5'-5' A 101-7 D 28 28 28 28 10'-7 D 28 28 28 28 24'-9' E 38 38 38 38 7 5'-1- A .-10- D 29 29 29 29 9'-10' 0 29 29 29 29 23'-9" E 39 39 39 39 7.5 4'-9" A 9'-5' D 29 29 29 29 9'-S 0 29 28 29 29 22'-11" E 39 39 39 39 8 4'-5" A 9'-1" 0 29 29 ZB 29 9'-1- D 29 29 29 29 2TV E 39 39 39 39 S. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5A. 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 6.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 5.1 SLAB S. USE THE SMALLER OF THE SLAB SPACING OR HEADER SPACING SLAB 9. POST W MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE OVER- HANG TABLE 5.7 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) (FT) 8' 'a 10' 11 17 IT 14' 16 IT 18' 19 2. 21 T2 23 24 25 IT 4' S' S' 6' 6 7' 7' a' 9' 9' 10' 10 1T 1t' IT 1Y 13 as, 4' S' S' V 6 7' T 8' 9 9' 1. 10' H' H' iT iT 13 6 1' 6 6 T 7' e' 9' 9 10 10 11' 11' IT 12 13' 13' 6 5 ' 6 6 T T e 9 9 10' 1. 11 it' 12 12 IT 13 2' 5 6' 6 7 ' 7 ' 8' 8' 9' 1. 10 11' 11' 12 IT 13 13' 14- 3- 6' 6' T T 8' 8' 9' 10 10' 11' 1T 12 IT IT IT 14' 14- 4 ' a T T e 8' 9 9 10' 11 IV IT 12 IT IT 14' 14' 15' 5' T T 1' 8' 9' 6 1. 11' 11' 12 17 13' IT 14' 14' 15' 15 IT T e' S' 7 9 1. 10 11' 12 12 IT IT W 14 15 15' lo- r 6 B' 6 6 10 1. 11' 17 IT 13 IT 14' 14' 15 15' 16 16 8' V 6 6 16 t6 11' W 17 17 IT 14' iP 15 15' 16 16 1T TABLE 5A Post Requirements for -Freestanding Structures Post Description Max POST Height 0.043"x3'xT Steel CIOVET 8' F 0.186'0"x3" uare Steel 15' G 0.188"x4'W' uare Steel 18' H 0.188"x5"x5"Square Steel 1 1JILDING PRODUCTS 227 South Town East Blvd Mesquite, TX 75149 (972) 285-8811 F(972) 882.8818 c 4W Putnam En i i ` g neer ng 3441 Ivylink Place 7 LA Lynchburg, VA 24503 (434) 384-2514 - ✓ o n. eerfoubunin9adelohia.net OrT 2320 c' nnl;,l EN ~ Page 26 of 29 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING ALUMINUM I BEAMS IN HIGH WIND AREAS 3.5" x 3" 1 Beam 7"x5.5" VK I Beam 1T5Beam 15" x 3" 1 Beam 7"x5.5" VK I Beam 10"x55' VK I Beam TABLE 5.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 5.6 Attachetl Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Unds Structure Multispan Units Structure Multispan Units Structure Multispan Units Structure Multispan UORS S[mcture Multispan Units LNE TRIB MAX POST MN( MAX POST LENGTH MAX LIVE TRIB lux POST LENGTH POST LENGTH MAX POST LENGTH M4X MAX POST LENGTH 1Y I 15' I 18' POST MIN FOOTE 12 15' 18 MAX MAX MAx MAX MAX POST LENGTH LOAD WIDTH PORT REO'D POST MIN FOOTER 17 I 15' I 16 POST MIN FOOTER 12' 15' I 18' POST MIN FOOTER 1Y I 15' I 10' LOAD WIOTH PORT RED 'D POST MIN FOOTE tY I 15' I 18 POST TP (PSF) (FT) SPACING FOR SPACING POST S¢E CONSTRA INED FOOTER SPACING POST 56E CONSTRAINED FOOTER SPADING POST SIZE CONSTRAINED FOOTER (PSF) (Fn SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING SIZE C FOOTER BPACIN POST SIZE CONSIRNNED FOOTER ON SLAB SUB (FT) TYPE Y 1. 'd 'd' (FT) TYPE 'd 'd 'd -d (FT) TYPE -T V ON SLAB SLAB (FT) TYPE 'd 'd 'd 'd (F) 'd 'd 'd (FT) TTPE "d -d N1Ax POST (FN (i0) (n) (in) (In) (n) tin) On) f ) (in) (nl (m) 100 MPH EXPOSURE 8 100 4 MPH EXPOSURE e (FT) (n) (in) (n) (in) (in) (in) Bn) (in) 11 n) (in) (IN (n) 10 4 IT-0' A 11'4' A 20 21 22 23 ZB'-T C 25 26 28 29 37-0' O 28 30 32 33 2f1 1I A 0 10 20 21 22 19.2 0 24 25 28 20 28'-Y E 26 2B 30 32 30 31 45 15'-1° A 1T-3- A 21 21 22 23 2Y-9- C 26 26 28 28 3P-11' D 29 30 31 33 4.5 ]'-11" A B 1 9 10 20 21 18'E" D 24 25 2 2] 25'- - E E 28 2] 28 28 30 31 -4' D 25 25 2 27 -11 E 28 28 29 31 5 13'-7 A 10'-1G A 21 21 21 n 22'-0- C 27 27 27 29 20'-11` D 30 30 31 33 5 7'-1' A e 8'.g. -9' B 20 20 20 21 11T]'-10" D 25 25 26 6 2] 24-4- 5.5 12'-4' A 10{f A 22 22 22 22 21'-4' 0 27 27 27 28 20'-0' D 30 30 31 32 5.5 6-5` A 6'-8' B 20 20 20 21 E 29 31 6 114` A 10-7 A 32 22 22 23 20'-9 D 28 26 28 28 2B'-]- D 31 Jt 31 32 6 5-11- A 0'-3' C 20 30 ZO 21 i6'-t6 E 26 28 Z6 26 2 28 6 8 27 P 2T Y2-t t'4' ' E E 38 29 29 29 29 30 6.5 t0-5' A 0'-11' A 22 22 22 71 20'-3" D 28 28 28 28 2T6' 0 31 31 31 32 6.5 5'-5" A 6-0- C 21 21 21 21 19-5' 7 9-8' A 9'-8- B 23 23 23 23 19'-9" O 29 29 20 29 2B'-ti" E 32 32 32 32 7 5'-1' A T-10" C 21 Y 21 21 16'-0' E 2] 27 27 27 21'-10" E 30 30 30 30 E 7.5 9'-1' A 9'-6' B 23 23 23 23 194- D 29 29 29 29 26-4' E 32 32 32 32 7a 4'-9" A T-8' C U 22 22 22 15'-8" 2] 2] 2] 2] T1'-4' E 30 30 30 30 0 B'-6- A 8'-3 0 23 23 23 23 18'-11' D 30 30 30 30 251-e- E 33 33 33 33 8 6'-5" A T-6" C 22 22 22 22 15'-4" E 28 28 28 20 2D-11- E 31 31 31 31 9 >'6' A B'-11' B 24 24 24 24 10'-2' D 30 30 JD JO 24'-10' E 34 34 34 3{ 9 3'-11" A T'-3' 0 22 22 22 22 14'-9" E 20 20 20 2B 20'-1' F 32 32 32 ]2 10 6'-0 A B'-B- B 25 25 25 25 1]'-]" 0 31 31 31 31 241 E 35 35 JS 35 10 3'-6" A T-0' D 23 23 23 23 14'-3" E 29 29 29 20 19'-5' F 32 32 32 32 11 6'-2" A 84' B 25 25 ZS 25 1T-1' E J2 32 32 32 23'-]' E 35 JS 35 35 N ]'-Y A T-9" D 23 23 23 23 1 13'-e' E 30 30 3D 30 10'-t0" G 33 33 33 33 12 5'-e" A 8'-1' C 26 26 26 25 16'-]' E 33 33 33 33 22'd' E 36 J6 38 38 12 2'-11" A 6'-]- D 24 Z4 29 24 tJ'-5" E 30 30 30 30 18'-4' G 34 34 34 34 13 5's A ]'-11' C 26 26 26 26 t6'-2' E 33 33 33 33 2r-m E 37 37 37 37 13 Y-8' A 6-5' 0 24 24 24 24 t3'-P E 31 31 31 31 1]'-ID' G 34 34 34 34 14 4'-10" A T-6• C ZI 2] 2] 27 15'-9' E 34 34 34 34 21'-6' E 37 37 37 37 100 MPH EXPOSURE C 15 44 A 22 23 19'-5" D 25 26 20 29 26'-Y E 28 29 30 32 C 27 T) 2] D 15'-5' E J4 34 34 34 21 ' -0' E 38 38 3B 38 20 4 e'-11' A 9'-5' B TO 20 T-5' D 9 37 15'-1' E 35 38 36 4.5 T-11' A 9'4' B 2a 20 21 22 18'-Y D 26 26 27 28 25'-Y E 28 20 3o 31 39 39 39 5 T-1. A 3'-9' 8 21 21 21 22 1T-1P 0 26 as 27 28 24'-P E 29 29 30 31 16 17 4 4'-'-03' ' A A ]'-3' 0 2B 28 27 2] 28 2B 14'-9' E 35 35 35 35 35 35 35 20'20--T Y F E 38 39 38 5.5 6'-5' A 0'-6' 8 21 21 21 22 1T-0•' D 27 27 R 28 23'-7- E 30 30 30 31 100 MPH EXPOSURE C 30 31 10 4 1]'4Y A 11'-8- A 21 21 23 24 23'-T C 27 27 29 30 32D 30 31 33 35 6 A B'-J' C 22 ?Z 2Z 22 16-T E 27 27 27 20 YY-11' E 30 30 4.5 15'4' A iI'T 20 28 TB 22'-4' E 31 31 31 3t i'-3" A 22 23 22 29 2R9' L 28 20 29 30 39-11' D 30 31 33 34 6.5 5'-5" A B'-0" C 22 22 22 22 16-6- E 28 -11' D 31 31 33 N 7 5'4" A T4P C 22 22 22 22 16-10" E 28 28 28 28 21-10' E 31 31 31 31 29 29 29 30 30 2929-11 D 32 32 32 U 7.5 4'-e" A ]'-0' C 23 23 23 23 15'4' E 29 29 2e 29 21'-4- E 32 32 32 32 5 55 13'-0' 124' A A 191E A A 22 23 22 23 22 23 23 23 22-0' 214" C D 28 29 28 E 20 29 29 20 2 6 114" A 10'-Y A 23 n 23 23 29-9 D 29 29 29 29 28'-3" D 33 33 33 34 8 4'-5" A ]'-T O 23 23 23 23 151-10' 0'-11- E 32 32 32 32 6 20-1' F 33 33 33 33 .5 10-5' A 9-11- A 34 34 Ti 26 20'J' D 30 30 JO 30 2T-6 D 33 33 33 33 9 3'-1 1' A ]'-3' D 24 24 24 24 14'-5' E 30 30 30 3D 7 9.8' A 9'-8' D 24 24 24 24 19-9' D 30 30 30 30 26-11` E 34 34 s4 34 10 3'-6' A T-0' D Z4 24 24 24 -8. E 31 31 31 31 19'-5' F 34 34 34 3d LS 9'-P A 6-6' B 24 24 N 24 194' D Ji 31 31 31 284" E 34 U 34 34 11 3'-Y A 6-9' D 25 25 25 25 13'-6 E 31 31 31 31 18-10' G 35 35 35 35 0 8'4Y A g-3- 0 25 25 25 25 194. D 31 31 31 31 ZS'-9 E 35 35 35 35 12 2'-H' A 6'-T D 25 25 25 25 13'-4' E 32 32 32 32 10'-4" G 36 36 36 36 1T-1 D° G 36 38 38 36 9 a A 8'-11' B 25 25 25 25 10'-7 D 32 32 32 32 24-10' E 36 38 36 36 13 2'-B' A 6-5" 0 26 26 26 28 13'-9 E 33 33 33 33 t0 6-P A V.S. 8 26 25 26 26 9'-0" D 33 33 33 33 24'-0' E 37 37 37 37 t10 MPH EXPOSURE B it 6-Y A 84' 8 27 27 9 ZT 17'-1' E 34 34 34 34 23'-7 E 37 37 37 37 20 4 B'-fl' A B'-5' 0 20 2D n 23 18'-Y D 25 26 28 29 26-7 E 20 30 31 33 8'-1. C 27 27 27 27 16'-7' E 34 34 34 34 2Y-7' E 38 38 38 30 4.5 ]'-11" A 9'-1` B ID 8'-6' 0 26 26 2] 29 25'-T E 2B 29 31 33 t2 5'-8' A 20 21 22 1 13 5'-Y A 7'-11' C 28 28 28 28 16'-Y E 35 35 35 35 22'-0" E 39 39 39 39 5 T-1' A B'-r B 21 21 21 22 17-10' D 26 26 27 28 244' E R 29 31 32 14 4'-t0' A T-B- C 28 20 28 28 15'-9 E 36 36 38 36 21'16" E 39 39 38 39 5.5 8'-5' A a'6 B 21 21 21 22 17'4" D 27 27 27 28 23'-T E 30 30 31 32 15 4'T A T-T C 29 29 29 29 15'-5' E 36 - 36 36 38 21'-0° E 40 10 40 40 6 5'-11- A 6-3' C 22 22 22 22 16'-1P E 27 27 27 28 =.it- E 30 30 30 32 18 4'-3' A TS D 29 29 29 29 15'-1' E 37 37 37 37 29-T E 41 41 41 41 6.5 5'-5' A B'-0' C 22 22 22 22 16-5 E 28 28 28 2B 224' E 31 31 31 32 17 4'-0' A T-3' D 29 28 29 29 H'-9' ~ 37 37 37 37 20-Y F 41 41 41 41 7 6'1' A TAW C 22 22 22 22 16-0' E 28 ZB 28 28 21'-10' E 31 31 31 31 7.5 4'-9' A T4+' C 23 23 23 23 164' E 29 29 29 29 214` E 32 32 32 32 2011' E 32 32 32 32 • . 10. 11OMPH 4 4S 5 5.5 5 0.5 7 7.5 8 9 10 11 12 13 14 15 18 17 E%POsA1R 1T-0' 15'-1' 13'-T 1T4' 114' 103' 9-0' 94' 0'-T ]'47 6-P (1 5'-8' 5'-7 d''-1P 4'S 4'-3' L'-0' Ee A A A A A A A A A A A A A A A A A P 11'48' it'-3` 10-tP 10-6 t0'-Y 9-11' 9-8' 9'S 9-3- 8'-11' 8b' 8'-P ]'-11' T-9' T-T T-5' T-3' A A A A A A B B B B B B C 0 C C D D 21 Y1 22 23 0 24 24 24 25 25 26 27 27 28 28 28 29 29 21 22 Y1 23 23 24 24 24 25 25 26 27 2] 20 28 28 29 29 23 M 22 23 23 24 24 24 25 25 26 27 27 28 28 28 29 29 - - 24 23 24 23 23 24 24 24 25 25 26 27 27 20 2a 28 29 29 Z3'-T- ZY-9' =47' 21'-4' W4F W-3' 10.9' 194' 18'-11- 16'-Y 17'-T 1T-1' 16-T 1T-Y 15'-9' 15'-5' I5'-t' 14'-T C C C D D D D 0 D D D E E E E E E E 27 28 2B 29 20 30 30 31 31 32 33 k 34 35 36 36 37 37 27 26 20 A 29 30 30 31 31 32 33 34 34 35 as 36 37 37 29 29 2B 29 29 3D 30 31 31 32 33 34 34 35 36 36 37 37 30 30 30 30 29 30 30 31 31 32 33 34 36 35 36 36 37 37 32-0' 30-it- 2V-11' W9 28'-Y 27-0' 26-11' 264' ZVV 24'40 246' ZY-3' =-r EL- 21'd 21'-0' 29-T 20-Y D D D 0 D D E E E E E E E E E E E F 30 30 31 32 33 33 34 34 35 36 37 37 38 39 39 40 U dt 31 31 31 32 33 33 34 2I 35 36 37 37 38 U 39 40 I1 H 33 33 33 32 33 33 34 34 35 36 37 37 38 39 39 40 41 41 35 34 U U 34 33 M 34 35 36 37 37 38 39 39 40 41 41 B 8 10 11 12 4'd' Y-11' 0'-e 3'-Y 2'-11' A A A A A T$ T-Y T-P 6-9' 6-T C 0 D D D 23 24 24 25 25 23 24 24 25 25 z 24 24 25 25 23 24 24 25 25 1ST" 1V.v 14'-3' 1Y -B' 13'-5' E E E E E 29 30 31 M 32 29 30 31 31 32 29 30 31 31 u ? 30 31 31 32 - 26-1" 19.6 18'-iR 184' F F O G 33 34 35 35 33 34 35 3 33 34 35 35 33 34 35 35 110 MPH EXPOSU RE C ' ' 9 S B 21 21 23 24 19'-Y D 27 27 29 30 26S ` OfD ' ~'ST 35 20 4 4.5 0 -11 7'-11' A A - 9-1' 0 22 22 22 23 10-6 D 28 27 29 30 30 25'- y,E a l 31~ -'3,71 4 5 7'-1' A B'-9' B 22 22 22 23 tT-10' D 26 27 28 5 5 6-S A 84T ' 0 23 23 23 23 1Ti' D P P 28 a ti - e ` e . ' ' ' C 23 23 Z3 23 16-10- E 27 27 28 29 <t ?7 `(✓E1 '32.- 0 -11 5 ' ' A V-3 C Y1 23 23 23 16S E 28 28 20 29 4. 31 1 32 .R1 fi.5 5 6 A ' 24 24 24 16-0- E 28 28 28 29 4 '-10f Q13 3Y2 03 7 7.5 5'-1' 4'-9' A A T-10 T-0' C C 24 24 24 24 24 15'-8' ' ' E E 29 29 29 29 29 29 29 29 ~21 aAY--tt' E 3 33 722 y0y9~ - - B 4'3' ' ' A T-8' ' C D 25 25 25 25 25 25 25 25 i 15 16-9' E 30 30 30 30 "ll. 3 33 r 1 3 9 3 -11 A T-3 26 26 25 14'J E 31 31 31 31 Fe. 34 e4. 3f 10 3'-6' A T-P 0 28 ' 31 31 31 10- l FG 35` • 35 it 3'-Y A @-6 0 26 M 20 26 13 -9 11 E 31 ' J (13 38 » >-11' A 6-T D 27 27 27 27 13'-5- E 32 32 32 32 184 9_ L -+e B Page 27 of 29 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING ALUMINUM I BEAMS IN HIGH WIND AREAS 3.S' x 3" 1 Beam Tk5.5" VK I Beam 10"x5.5" VK I Beam TABLE 5.6 Attached , ng or achetl Freestanding or Attached Freestanding or Structure = Units Structure Multispan Units Structure Multispan Units LIVE TRIG MAX POST MAX MAX POST LENGTH MAX MAX PORT LENGTH MAX MAX POST LENGTH LOAD WIDTH POST REOD POST MIN FOOTER 12' I 15' I 16 POSr MIN FOOTER 12' I 15' I IV POST MIN FOOTER 12' I 15' I 15 (PSF) (Fn SPACING FOR BFACING POST SEE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING PORT SIZE CONSTRAINED FOOTER ON SLAB SIRS (Fn TYPE "T 'T 'T 'T (FT) TYPE 'T •C 'C -C (FT) TYPE "T "C (FT) 9n) 6m Bn) an) 9n) nn) 9n) Dm OR III) 9m (I n) 110 MPH EXPOSURE C 10 4 17'-0- A 11'3- A 22 M 24 25 234" B 20 29 30 32 31'-1' D 31 33 34 36 4.5 15-1" A 11'-3" A 23 23 24 25 2Y9• C 29 29 30 32 301-V D 32 32 34 36 5 13'-7' A 10-10- A 24 24 24 24 2Y-0" C 30 30 30 31 29'-1P D 33 33 34 36 5.5 12'-4" A iT-6• A 24 24 24 24 21'4" D 31 31 31 31 29'-0' 0 34 34 34 35 8 11'4' A 17-2" A 25 25 25 25 2b-9" D 31 31 31 31 28'-3" D 35 35 35 35 6.5 10-5 A 9'-H' A 25 25 25 25 20-3" D 32 32 32 32 27'-6' D 35 35 35 35 7 9'-0" A 5-T 8 26 26 26 25 19-9' D 32 32 32 32 26-11" E 36 36 35 36 7.5 5-1. A 9-6 5 26 26 26 26 19'4" D 33 33 33 33 264" E 37 37 37 37 B 8'fi A 9'-3" B 26 26 26 26 18'-11 0 33 33 33 33 25'-9" E 37 37 37 37 9 TE• A 8'-11" 5 27 27 27 27 18'-2" 0 34 34 34 34 24-10" E 38 38 38 38 10 6'-9" A 11• B 28 28 28 28 1T-7" D 35 35 35 35 24'-0' E 39 39 39 39 11 6'-2" A 84' 8 28 28 28 20 17'-1" E 36 36 35 36 IT3' ' E 40 40 40 40 12 5'-8" A 8'9• C 29 29 29 29 16-]" E 37 37 37 37 l 2 E 41 41 41 41 13 5'-7 A 7'-11• C 28 29 29 29 16'-2' E 3] 3] 37 3> 2Y-T' E 41 41 41 41 14 4'-16 A T-6' C 30 SO 30 30 15'-9" E 38 38 3B 38 Y'-8' E 42 42 42 42 15 4'-6" A T-5 C 30 30 30 30 151-5" E 39 39 39 39 21'-C" E 43 43 43 43 10 4 17-0" A 11'-8' A 22 22 24 25 23'-7- C 28 29 30 32 32'4T D 31 33 35 36 4.5 15'-1' A 11'-3- A 23 23 23 25 2Y-e" C 29 29 30 31 30-11• D 32 32 34 36 5 13'-7' A 16-10- A 24 24 24 24 22'-0" C SO 30 30 31 25-11. D 33 33 34 36 5.5 17-4' A 10-6 A 24 24 24 24 214" D 31 31 31 31 Iur3 D 34 34 34 35 6 11'-4- A f0'-Y A 25 25 25 25 20'-W D 31 31 31 31 28'-3" D 34 34 34 35 6.5 10-5• A 9'-11" A 25 25 25 25 20'-S D 32 32 32 32 27'-6• D 35 35 35 35 7 9'-0' A 4-e" B 25 25 25 25 19'-9" D 32 32 32 32 26'-11- E 36 36 36 36 7.5 4-1• A 9'-6 B 26 26 26 26 15-4• D 33 33 33 33 26-V E 36 36 36 36 8 11 A 93" B 26 26 26 20 18'-11• D 33 33 33 33 25'-B" E 37 37 37 37 9 7'-6 A 8'-11" B 27 27 27 27 18'-Y D 34 34 34 34 24'-10' E 38 38 36 39 10 6-9" A e'3• B 28 20 20 26 iT-7• D 35 35 35 35 24'-0' E 39 39 39 39 11 6-7 A 84" B 28 20 28 2 1T-1• E 36 36 36 36 2T3• E 40 40 40 40 12 5'-B' A 8'4" C 29 29 28 29 1T-T E 36 36 36 36 i2'-T E 40 40 40 40 iJ 5'-7 A T-11" C 29 29 29 29 W. E 3] J] 37 31 22'-0' E 41 41 41 41 10 4 17'4T A 10-ID" A 23 23 24 25 22-1" B 29 29 31 32 29-10" D 32 33 35 37 4.5 16-1. A la3 A 24 24 24 25 21'-10' C 30 30 31 32 291-5" D 33 33 35 37 5 13'-T A 16-T A 25 25 25 25 21'-T C 31 31 31 32 28'-11" D 34 34 35 37 5.5 124• A 105• A 25 25 25 25 21'3• C 32 32 32 32 28'3• D 35 35 35 37 6 114• A 10-7 A 26 26 26 20 20'-8" D 33 33 33 33 2T-1P D 36 38 36 36 BS taS A 9.11' A 26 26 26 28 =0T D 33 33 33 33 2T4• D 37 37 37 37 7 4d• A lr " B T 27 27 27 19'-8". D 34 34 34 34 26-8" E 30 30 38 30 7.5 C-1' A 7-B' B 27 27 27 27 144• 6 36 35 35 35 W8 E 3B 38 38 30 B 6.8' A 43• B 28 28 28 28 18'-11" D 35 35 35 35 26-9' E 39 39 39 38 9 T4P A 8'-11• B 20 0 28 2B 18'-Y 0 36 38 35 38 2f-16 E- 40 40 40 10 10 6-9" A 8'$` B 29 29 29 29 1TT D 37 37 37 37 21-0' E 41 41 41 41 11 6-Y A 8'4• 8 30 SO 3O 30 1T-1" E 30 38 30 38 Z1'-T E 42 42 42 42 12 V-8" A T-IV C 30 30 30 30 16-7• E 30 38 38 30 22-6 E 42 42 42 42 13 V-Y A T-5" C SO 30 30 30 16-Y E 39 39 39 39 21-r E 43 43 43 43 14 4'-10• A T-0" C M 30 30 30 16-9• E 40 40 40 40 21'-Y E 44 M 44 44 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) - 4. CHOOSE A PANEL FROM TABLES 1.1 TO 1.14 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.7 CALCULATE FROM TRIBUTARY DIAGRAM ON TA02 PAGE 2 OF 8 6. CHOOSE A HEADER FROM TABLE 5.6 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 3.&'x 3" 1 Beam 7"x5.5" VK 1 Beam 10'x5. " VK I Beam TABLE 5.6 Attached Freestanding or Attached Freestanding or Attachetl Freestanding or Structure Multispan Units Structure Multispan Units Structure Multispan Units LIVE Tm0 MAX POST MAX MAX POST LENGTH MAX M4X POST LENGTH MAX MAX POST LENGTH LOAD WIDTH POST ftE0'D POST MIN FOOTE 12'' 15 1a' PORT MIN FOOTE 12' I 15' 118 POST MIN FOOTE 12 15' I 18' (PSF) (FT1 SPACING FOR SPACING POST GEE CONSTRAINED FOOTER SPACING POST SEE CONBiRAINED FOOTER SPACI POSr SIZE CONSTRAINED FOOTER ONSLAB SUB (f1) TYPE "C "C 'C "T (Fn TYPE 'T 'T "T •E" (FT) TYPE 'T 'C 'T •C (Fr) (in) (in) fn) (inl (in) Bn) (in) (in) Rn) (in) (in) pn) 120 20 4 81-11. A 91-5" a 22 22 24 25 19'-2- D 28 29 30 32 26'-2' E 31 33 34 36 4.5 7'-11" A 9'-1• 8 23 23 23 24 18-6 D 29 29 30 M 26-Y E 32 32 34 36 5 7'-1• A B'-A B 23 23 23 24 17-10- D 30 30 30 31 244- E 33 33 34 35 55 61-Y A 0'A• B 24 24 24 24 IT-4- D 30 30 30 31 27-7- E 34 34 34 35 6 5'-11. A 8'-3" C 2,1 24 24 24 16-10" E 31 31 31 31 22'-11" E 34 34 34 35 6.5 5'-5" A e'3" C 25 25 25 25 16'-5" E 32 32 32 32 22-4" E 35 35 35 35 7 5'-1" A 7'-10' C 25 25 25 25 16-0- E 32 32 32 32 21'-10" E 36 36 36 36 7.5 4'-U A ]'-6" C 26 26 26 26 15'-B' E 33 33 33 33 214" E 36 36 35 36 8 4'-5• A ]'fi c 26 26 26 26 15'-4" E 33 33 33 33 20'-1P E 37 37 37 37 9 3'-51• A T-3" D 27 27 27 27 14'-9" E 34 34 34 34 20-1• F 38 38 38 38 10 3'-6- A 7'-T D 27 27 27 27 14'-3" E 35 35 35 35 19'-Y F 39 39 39 39 11 3'-7 A 6'-9" D 28 28 28 28 1 1 13'-B" E 35 35 35 35 18'-iP G 39 39 39 39 130 MPH EXPOSURE C 20 4 841' A B 24 24 25 25 19'-2- D 30 30 31 33 26'-Y E 33 34 36 38 4.5 7'4T A B 24 24 24 25 18'-6' D 31 31 31 33 25'-Y E 34 34 36 37 5 7'4• A e1-9' B 25 25 25 25 1T-W' D 31 31 31 32 244" E 35 35 35 37 5.5 6'-5• A 8'-6' B 25 25 25 25 174• 0 32 32 32 32 23'-7" E 36 36 36 37 6 5'-11" A 8'-3" C 26 26 26 26 16-10" E 33 33 33 33 22'-w a 36 36 36 S6 6.5 5'-6 A 8'-0" C 26 26 26 26 16-5• E 33 33 33 33 224' E 37 37 37 37 7 5'-1• A T-10' C 27 27 27 27 16A" E 34 34 34 34 21'-10' E 37 37 37 37 7.5 4'-9" A ]'-8' C 27 27 27 27 15-5 E 34 34 34 34 21.4" E 30 38 38 38 6 4'-6 A 7'£ c 27 27 27 27 15'-4" E 35 35 35 35 20-11" E 39 39 39 39 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.8. 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 6.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 5.6 SLAB 8. USE THE SMALLER OF THE SLAB SPACING OR HEADER SPACING SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE OVER- HANG TABLE 5.7 TRIBUTARY MOTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STRUCTURES (FT) (FT) 0' 9' 10 11' 12 13 14 16' iT 10' 19' 20 21 27 23' 24' 25 0' 4' 5' 5' e' 6 T 7' 8' 9 4 10 10 IT 11' 12 12 13' OT S' S' e' 6 T T 8' 4 B' 10' 16 ii' 11' 12 IT 17 1' S' S' 6 6' T T 8' 9' S 10 10 11' IT 1T 17 IT IT i5' F 5' 6 6 7' T 8' 9' 9' 10 1T it' 11 12' 12 IT 13' 2' 1' 6' 6 T T B' 8' 9' 10 10' 11.' 11' 12 12 13 13 W 3' T T T 7' 8' 8' 9' 10 10 11' 11' 12 12' IT IT W 14' 4' a T 8' e 4 9' 10 11' 11' 12' 17 IT 13 14 14' IV V 7' 7' V 1' 4 9' 10' 11' 1T 12 1T IT IT 14'. 14' 15' 15' 6 1' 8' Y 9' S 16 10' 11' 12 12 13' 13 14' 14' 16 15' 16 7' 8' 8' S 4 10 10 11' 1T 12 IT IT 14' 14' 15' 15 16 16 8' B' 4 4 10 iT 11' 11' 12 13' 17 14' 14' IV 15' 16 16 1T TABLE 5.9 Post Requirements for Freestanding Structures Post Description Max Height POST 0.043"x3"4" Steel Clover If F 0.188"x3"x3" Square Steel 15' G 0.188"x4"x4" Square Steel 18' H 0.188'w5 ' Square Steel 18' I .1. SMETHIS USH] UILDIN F'1. 017UCTS 227 South Town East Blvd Mesquite, TX 75149 (972) 285-8811 F(972) 8824818 Putnam Engineering 34411vylink Place Lynchburg, VA 24503 (434) 384-2514 caripumam(Madel ohia.net Page 28 of 29 6.0 POST AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURES Table 6.3: Required Number of Fasteners for Shearing Loads POST SPACING MULTIPLIED Table 6.1 TRIB WIDTH Minimum Post Type Required for Solid Cover Attached Stactures Tributary Live Load (psl) Area (sq ft) 10 20 25 30 40 60 30 A A B B C D 35 A A B C D E 40 A B C C D E 45 A B C D D E 50 A C D D D E 55 A C D D E E 60 A C D D E E 68 A D D E E F 70 B D D E E F 75 B D D E E F 80 B D E E E G 85 B D E E E G 90 B D E E E G 95 C D E E F G 100 C E E E F G 105 C E E E F G 110 C E E E F G 120 D E E E G G 140 D E E F G G 16D D E F G G H 180 D F G G G H 20D E F G G G H 220 E G G G G H 250 E G G G H H 300 E G G G H 1 350 F G G H H 1 400 F G H H 1 1 450 G G H H I I 500 G H H H I I Table 6.2 POST TYPE POST DESCRIPTIONS - DETAIL MAX POST HGHT Twin 0.032%1.5X7.5" - 9 A Twin 0.062X7.5'%7.5" TA48 17 B 0.032'509C3"AlumClovedeaf TA46 17 C 0.0405'S"AIum C~rleaf TA46 17 D 0.055'X6" ICS' Fluted Alum TA51 17 E 0.120'%3'X3" Square Alum TA52 17 F 0.043'X3'5" Steel Clover TA46 17 G 0.188'W'S"Square Steel TA50 15' H 0.788'%4'X4"Square Steel TA50 18' 1 - 0.188'%5'X5" Square Steel TA50 18' Table 6A: Required Number of Fasteners for Tension Loads Aluminum Material Gage (in) Steel Gage (in) Aluminum Gage (in) 0.024 0.024 0.032 0.036 0.040 0.040 0,060 0.09D 0.041 O.D41 0.050 0.062 0.050 0.089 0.100 SA SB SC SD BE SF SG SH SI Si TA TB TC TD TE Footer Design #14 318"B 3/8"B 914 #14 318"B #14 3/8"B #14 318"13 3186 #14 3/8"13 3B"B 414 Design Footer Size Uplift SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT BOLT SMS BOLT BOLT SMS Uplift Size d (t0) (Ib5) 161 486 666 US 273 810 293 1332 507 1142 65! 392 817 1Zaf 701 INS) d (In) 12 100 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 100 12 13 127 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 127 13 14 - 159 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 159 14 15 195 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 195 15 16 237 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 237 16 17 284 2 1 1 2 2 1 1 1 1- 1 1 1 1 1 1 284 17 18 338 3 1 1 2 2 1 2 1 1 1 1 1 1 1 1 338 18 19 397 3 1 1 2 2 1 2 1 1 1 1 2 1 1 1 397 19 20 463 3 1 1 2 2 1 2 1 1 1 1 2 1 1 1 463 20 21 536 4 2 1 3 2 1 2 1 2 1 1 2 1 1 1 536 21 22 616 4 2 1 3 3 1 3 1 2 1 1 2 1 1 1 616 22 Slab 90mph 682 5 2 2 3 3 1 3 1 2 1 2 2 1 1 1 682 Slab 23 704 5 2 2 3 3 1 3 1 2 1 2 2 1 1 2 704 23 24 800 5 2 2 4 3 1 3 1 2 1 2 3 1 1 2 800 24 Slab 1108 801 5 2 2 4 3 1 3 1 2 1 2 3 1 1 2 801 Slab 25 904 6 2 2 4 4 2 4 1 2 1 2 3 2 1 2 904 25 Slab 110C 973 6 3 2 4 4 2 4 1 2- 1 2 3 2 1 2 973 Slab 26 1017 7 3 2 5 4 2 4 1 3 1 2 3 2 1 2 1017 26 27 1139 7 3 2 5 5 2 4 1 3 1 2 3 2 1 2 1139 27 28 1270 8 3 2 6 5 2 5 1 3 2 2 4 2 1 2 1270 28 29 1411 9 3 3 6 6 2 5 2 3 2 3 4 2 2 3 1411 29 30 1563 n/a 4 3 7 6 2 6 2 4 2 3 5 2 2 3 1563 30 31 1724 n/a 4 3 8 7 3 6 2 4 2 3 5 3 2 3 1724 31 32 1896 n/a 4 3 8 7 3 7 2 4 2 3 5 3 2 3 1896 32 33 2080 n/a 5 4 9 8 3 8 2 5 2 4 6 3 2 3 2080 33 34 - 2275 n/a 5 4 Na 9 3 8 2 5 2 4 6 3 2 4 2275 34 35 2481 n/a 6 4 Na n/a 4 9 2 5 3 4 7 4 2 4 2481 35 36 2700 n/a 6 5 me n/a 4 n/a 3 6 3 5 8 4 3 4 2700 36 37 2931 Na 7 5 me Na 4 n/a 3 6 3 5 8 4 3 5 2931 37 38 3175 n/a 7 5 Na n/a 4 n/a 3 7 3 5 9 4 3 5 3175 38 39 3433 n/a 8 6 me n/a 5 his 3 7 4 6 9 5 3 5 3433 39 40 3704 n/a 8 6 Na n/a 5 Na 3 6 4 6 n/a 5 3 6 3704 40 41 3988 n/a 9 7 me n/a 5 Na 3 8 4 7 Na 5 4 6 3988 41 42 4288 Na 9 7 me Na 6 Na 4 9 4 7 n/a 6 4 7 4288 42 43 4601 Na Na 8 Na Na 6 Na 4 Na 5 8 Na 6 4 7 4601 43 44 4930 Na Na 8 Na n/a 7 Na 4 me 5 8 Na 7 4 8 4930 44 45 5273 Na Na' 9 Na n1a 7 Na 4 Na 5 9 Na 7 5 8 5273 45 46 5633 Na Na 9 Na Na 7 Na 5 Na 5 9 Na 7 5 9 5633 46 47 6008 Na Na Na Na n/a 8 Na 5 Na 6 Na n/a 8 5 9 6008 47 48 6400 Na Na Na Na Na 8 Na 5 Na 6 Na Na 8 5 Na 6400 48 49 6808 Na Na me Na Na 9 Na 6 Na 6 Na Na 9 6 Na 6808 49 50 7234 Na me me Na Na 9 Na 6 Na 7 Na Na 9 6 Na 7234 50 1 Spacing between bolts and screws shall be 2.5 times the shank diameter. 2 The edge distance of bolts and screws shall be 3 times thes hank diameter 3 Connections shall be arranged so that the center of resistance of the Connection shall coincide with the resultant line of action of the load. Fastener Terminology #14 SMS =#14 sheet metal or SDS screw, 1/2' minimum length 318" B = 318" Diameter Bolt See C moeul Notes for SoecifiC9 on fasteners 1 Clearspan on this chart is the distance from the wall to the first now of columns, 2 Hilo Kwik Bolt 11 114" diameter and 2.5' embedment ICED ER-4627 or other anchor w/ 550# shear vs wind and seismic loads. 3 Masonry anchors must have a shear value of 250# for wind or seismic loads. 4 IX' Lag screws must have 2114" of penetration into studs. These lag screws must have an 118" lead hole. TABLE 6 .5: WALL ATTACHMENTS FOR SOLID COVER STRUCTURES ANC1 ANC2 ANC3 ANC4 WIND O/C O/C O/C CLEAR- #OF 114" LIVE SPEED SPACING SPACING SPACING SPAN LAG SCREWS LOAD (MPH)& CONCRETE MASONRY FOR#10X2" (FT) PER STUD @i(y (PSF) EXP. ANCHORS ANCHORS SMS SCREWS O/C SPACING 10 90B 24" 24" 8" 15' 1 23' 2 20 90B 24" 24" 8" 12' 1 18' 2 25 90C 21" 21" 4" 1(y 1 17' 2 30 1000 18' 18" 4" 8' / 1T 2 40 1100 16' 16" 4" 13 2 fi0 130C 12' 12' 4" 11' 3 TABLE 6.6: INTENTIONALLY LEFT BLANK TABLE 6.7 STUCCO ATTACHMENT TO WALL ALLOWABLE DIST. TO FIRST ROW OF POSTS Live/ RAFTER)TRUSS SPACING Snow 16" o/c 24" o/c Load Wind Spe ed(mph) and Exposure (Psf) 90 Exp C 90 Ex_p B 90 Exp C 10 20'-0" 20-0" 16-T' 20 2D-W 16-W 16-8" 25 2D-T -12-W 16-W 30 20-0" 151-8" 16-V 40 2V4r 13'-8" 13'-8" 60 131-10" 9-2" 9'4' Putnam Engineering L$ U t L L I N U r East Blvd 27 S th T 344 1 Ivylink Place ou own Lynchburg, VA 24503 Mesquite, TX 75149 (4341 384-2614 3 972) 285811 carlDutnamGDadelphia.net q9ofIC J L Yii, e~2 F(972)882-8818 ~ I ~EN Page 29 of 29