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2006, 12-28 Permit App: 06004916 CarportProject Number: 06004916 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project In formation: Permit Use: 10x50 carport Date: 12/28/2006 Page 1 of 2 Setbacks: Front Site In formation: AVM, Plat Key: Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS Left: Right: Rear: Contact: DICK'S AWNING SERVICE Address: 7809 N MARKET ST C - S - Z: SPOKANE, WA 99217 Phone: (509) 994 -8467 Group Name: Project Name: District: East Parcel Number: 55083.9601 Block: SiteAddress: 19310 E AUGUSTA #74 LN Location:: CSV Zoning: UR -7 Water District: Area: 0 Sq Ft Urban Residential -7 Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Building Plan Review Lot: Owner: Name: SALLY TILLY Address: 19310 E AUGUSTA SPOKANE VALLEY, WA 99016 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Released By: Originally Released: 12/21/2006 By: TMELBOU Landuse /Zoning/HE Conditions Permits: Released By: Originally Released: 12/22/2006 By: cjjanssen Operator: JD Printed By: JD Print Date: 12/28/2006 Project Number: 06004916 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 12/28/2006 Page 2 of 2 Building Permit Contractor: DICK'S AWNING SERVICE Firm: MIKE ZOLLMAN/DICK'S AWNIN Address: 7809 N MARKET ST Phone: (509) 467 -8421 SPOKANE, WA 99217 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation CARPORT OP R -3 VB 500 $7,500.00 500 $7,500.00 Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Notes: Totals: 500 $7,500.00 500 $7,500.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Fee Amount $153.25 $4.50 $61.30 $219.05 ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK Payment Summary: Permit Type Building Permit IMNRIMMNSEEtar Fee Amount Invoice Amount Amount Paid Amount Owing $219.05 $219.05 $0.00 $219.05 $219.05 $219.05 $0.00 $219.05 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and /or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: JD Printed By: JD Print Date: 12/28/2006 .--� Permit Center Spokane 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688 -0036 FAX: (509)688 -0037 Community Development =; w.spok_anevalley.org..com Residential Construction Permit Application SITE ADDRESS 49 E PERMIT NUMBER: 11 k PERMIT FEE: ❑ New Construction ❑ Accessory BIdg ❑ Addition/Remodel ❑ Deck .'Other: r8 PARCEL NO: LEGAL DESCRIPTION: Building owner Name: l C-L ) GA.--t- /1/4 IL LTG Sfcre il, C cr Address: ( $O c) / V . Vvl4- Ru,L��j S - Name: 5.., - LL./ 1 1 L' Lic NoT)1C,CSA'Sl64(.PExp. Date: % /th'7 Address: R-31 () U r ,NS1 4 CityS -A � DECK/COV. PATIO SQ. FTG: ,5"� c. r (4,, : 9 No Phone: Fax: CONSTRUCTION TYPE: Contact. Person :. Name: 'r" ■ G %/4----C- Phone: 961"4 t b7 Contractor Name: l C-L ) GA.--t- /1/4 IL LTG Sfcre il, C cr Address: ( $O c) / V . Vvl4- Ru,L��j S - City= C) Zip: atilw11 Phone:-67 gC}Zj Fax: Lic NoT)1C,CSA'Sl64(.PExp. Date: % /th'7 City Business Lic No: Describe the scope of work in detail: Cost of Project: * * * * * * * * * * * ** *The following MUST be complete• (write N/A if not a licabl ) * * * * ** HEIGHT TO PEAK: c DIMENSIONS: " d )(5U # OF STORIES: 1 TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG: 2 5FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: ,5"� c. 30% SLOPES ON PROPERTY: # OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? DISCI /&IMFR The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling is /will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be process - - - Signature Date Method of Payment: (Faxed permit a./cations will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA Bankcard #: Expires: VIN #: Authorized Signature: REVISED 8252005 ❑ Other �gakane Valley 11707 E Sprague Ave Suite 106 • Spokane Valley WA 99206 509.921.1000 • Fax: 509.921.1008 • cityhall@spokanevattey.org Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and /or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor: Dimension to scale (minimum 1/8 ") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22" X 30" attic access location ❑ 18" X 24" crawl space access: ❑ One -hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information • Insurance Work • Add -A -Room • Aluminum Insulated Roofs Mobile Home Repair & Remodeling Awning Service "WHERE QUALITY & SERVICE STILL MEAN SOMETHING" CALL 467 -8421 7809 N. MARKET SPOKANE, WA 99207 Cont. Lk. # DICKSAS1640D (c21-f..•31 • Patio Covers • Carports • Decks W { Nino^ • Skirting • Porches • Siding �. APPROVED �NN,NG pEP P 0). o 1117,-Pr4 0 fr laa3 01 lsig ui sagau! 9 urnurtUULU g 5uipiinq urozu kemm adois apeiD •ap>;.r2 gsiu3 col 2ui;yooJ alp Jo uroioq NI Luoj parnseauz sagiaur j st �aii�A aut�iods Jo AID alp. ut uoi�aalo.rd ;lso g Joj Ligdap urnurru N Amerimax Building Products Patio Cover, Carport and Commercial Structure Engineering PAGES DRAWING SECTION DESCRIPTION 2 PAGES GN01 -2003 GENERAL NOTES GN02 -2003 2 PAGES SC01 -2003 SOLID PANEL STRUCTURAL CONFIGURATIONS SCO2 -2003 ALUMAWOOD STRUCTURAL CONFIGURATIONS 1 PAGE 1 OF 34 4 PAGES 2 -5 OF 34 6 PAGES 6 -11 OF 34 4 PAGES 12 -15 OF 34 2 PAGES 16 -17 OF 34 4 PAGES 18 -21 OF 34 6 PAGES 22 -27 OF 34 4 PAGES 28 -31 OF 34 8.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING STEEL HEADERSIN PAGES 32 -33 OF 34 9.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING I B N HIGH WIND AREAS BEAMS IN HIGH WIND AREAS 1 PAGE 34 OF 34 10.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES r.(a p -t-A'" C.)/ �J. (-fiFEB 1 5 2 1.0 STRUCTURAL, PANEL AND RAFTER SPANS FOR COMMERCIAL, PATIO AND LATTICE STRUCTURES IN HIGH FcceE-,ECCac� AND NOR1ItL ARERE AS NORMAL WIND AREAS 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS IN NORMAL WIND AREAS 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING ALUMINUM HEADERS IN NORMAL WIND AREAS 4.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING STEEL HEADERS IN NORMAL WIND AREAS 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING I BEAMS IN NORMAL WIND AREAS • HIGH WIND AREAS 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS IN HIGH WIND AREAS 7.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING ALUMINUM HEADRES IN HIGH WIND AREAS 3 PAGES LT01 -2003 LT02 -2003 LT03 -2003 4 PAGES NP01 -2003 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS NP02 -2003 NP03- 200.3 NP04 -2003 9 PAGES CD01 -2003 COMPONENT PARTS AND CONNECTION DETAILS CD02 -2003 CD03 -2003 CD04 -2003 CD05 -2003 CD06 -2003 CD07 -2003 CD08 -2003 I cie £F_. ' ': ci" CA '` • • t. Lica't4 EON 6-`. i I RL • 'AM °1 Cif Exp. 12' i s 3i ` CIVIL t` iEB- 1 February 15, 2005 1 GENERAL NOTES 1. DESIGN IN ACCORDANCE WITH THE 2003 INTERNATIONAL "BUILDING CODE 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2000 EDITION OF ALUMINUM ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE INTERNATIONAL BUILDING CODE 2000 AND 2003. 3. DESIGN LOADINGS: LIVELOAD: 10 POUNDS PER SQUARE FOOT. (2003 IBC APPENDIX I ONLY 20 POUNDS PER SQUARE FOOT 25 POUNDS PER SQUARE FOOT 30 POUNDS PER SQUARE FOOT 40 POUNDS PER SQUARE FOOT 60 POUNDS PER SQUARE FOOT WIND LOAD: FOR 0.5/12 > SLOPE < 2/12 NOTE: WIND SPEEDS IN THE 2003 IBC ARE "3 SECOND GUST WIND SPEED." WIND SPEEDS IN 1997 UBC ARE "FASTEST MILE WIND SPEED" THE FOLLOWING CHART SHOWS THE DIFFERENCE. EXPOSURE CLASSIFICATIONS ARE THE SAME. 2000 IBC: 90 mph 110 mph 130 mph 150 mph 1997 UBC: 75 mph 90 mph 110 mph 130 mph NOTE: EXPOSURE B: URBAN AND SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN WITH NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF SINGLE— FAMILY . DWELLINGS OR LARGER. EXPOSURE B SHALL BE ASSUMED UNLESS THE SITE MEET THE DEFINITION OF ANOTHER TYPE EXPOSURE. EXPOSURE C: OPEN TERRAIN WITH SCATTERED OBSTRUCTIONS, INCLUDING SURFACE UNDULATIONS OR OTHER IRREGULARITIES, HAVING HEIGHTS GENERALLY LESS THAN 30 FEET (9144 MM) EXTENDING MORE THAN 1,500 FEET (457.2 M) FROM THE BUILDING SITE IN ANY QUADRANT THIS EXPOSURE SHALL ALSO APPLY TO ANY BUILDING LOCATED WITHIN EXPOSURE B TYPE TERRAIN WHERE THE BUILDING IS DIRECTLY ADJACENT TO OPEN AREAS OF EXPOSURE C TYPE TERRAIN IN ANY QUADRANT FOR A DISTANCE OF MORE THAN 600 FEET (182.9 M). THIS CATEGORY INCLUDES FLAT OPEN COUNTRY, GRASSLANDS AND SHORELINES IN HURRICANE—PRONE REGIONS. SS,1ON A L ���., EXPIRES 02 -25= ENGINEEIS 5208 TENNYSON PARKWAY neI '"n SUITE goo BUILDING- PRODUCTS.INC. PLANO, TEXAS 75024 DRAWN BY: CMP SCALE: NONE DATE DRAWING ORPARTGENERAL NOTES E DRAWING OR PART nnini 'SHEET ' GENERAL NOTES: (CONTINUED FROM SHEET NO. 1) 4. CONCRETE MIX: Fc =2500, 3000, 3500 PSI FOR 28 DAYS IN NEGLIGIBLE, MODERATE, AND SEVERE CONDITIONS AS SHOWN IN FIGURE 1904.2.2 OF THE 2003 IBC. PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE POST LOAD IS 75O# OR LESS. CONCRETE SHALL BE A MINIMUM OF 3.5 INCHES THICK AND NO CRACKS WITHIN 2' -6" OF POSTS. POSTS SHALL BE SET BACK A MINIMUM OF 4 INCHES FROM EDGE OF SLAB. 5. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL. MINIMUM SOIL BEARING MINIMUM PRESSURE OF 1500 POUNDS PER SQUARE FOOT. STRUCTURES SUPPORTED BY FLAGPOLE TYPE POSTS ARE NOT ADVERSELY AFFECTED BY A 1/2 INCH LATERAL GROUND MOVEMENT AND FOOTINGS FOR THOSE STRUCTURES HAVE BEEN DESIGNED FOR AN ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100 POUNDS PER SQUARE FOOT PER FOOT OF DEPTH. SOILS OF ORGANIC CLAYS OR SILTS REQUIRE A SOIL INVESTIGATION AND SPECIALLY DESIGNED FOOTINGS. FILLS MUST BE PLACED UNDER A LABORATORY CONTROLLED COMPACTION SUBJECT TO APPROVAL OF THE BUILDING OFFICIAL. 6. 20 PSF AND HIGHER LIVELOAD STRUCTURES MAY BE USED FOR PARKING OF MOTOR VEHICLES PER LOCAL BUILDING CODES. 7. FREESTANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER. 8. STEEL BOLTS SHALL BE ASTM A -307 AND HOT DIPPED GALVANIZED, MECHANICALLY GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 3000 SERIES STAINLESS STEEL 9. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 10. STEEL FASTENERS SHALL BE EITHER STAINLESS, GALVAN {ZED OR DOUBLE CADMIUM PLATED "AN" BOLTS. 11. EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 12. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR POST. (EXCEPT FOR FULL STRENGTH SPLICES) FULL STRENGTH SPLICES (DETAILS 0, U, AND X) MAY BE LOCATED ANYWHERE. 13. ONE HORIZONTAL DIMENSION (WIDTH OR LENGTH) IS LIMITED TO 30' FOR ATTACHED STRUCTURES. 14, ALL SELF PIERCING AND SELF TAPPING SCREWS MUST COMPLY TO ICBO EVALUATION SERVICE ER -5617, ER -4780, ER -5454 OR EQUIVALENT, 15. ATTACHED STRUCTURES MAY NOT BE ENCLOSED WITH INSECT SCREENING. 16. ROOF PANELS AND LATTICE ARE CLASS "C" FIRE RATED 17. STRUCTURES MAY BE ATTACHED TO SAVE OVERHANGS PER SCHEDULE. 18. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZED STEEL, OR ABSORBENT BUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FAYING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I -A SECTION 6.6.1 19. WHEN ATTACHED TO A DECK, THE MAXIMUM DEAD LOAD + LIVE LOAD FROM THE PATIO COVER IS 750LBS AND THE POST SPACING SHALL NOT EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB. THE MAXIMUM CONNECTION UPLIFT LOAD IS 950LBS FOR 90MPH WIND SPEED, UPLIFT LOADS FOR 70MPH IS 614LBS RESPECTIVELY, CONNECTIONS ARE FOR MAXIMUM PATI❑ ROOF HEIGHTS OF 12FT, THE EXISTING DECK STRUCTURE MUST BE ADEQUATE TO- SUSTAIN THESE ADDITIONAL LOADS, THE STRUCTURAL ADEQUACY OF THE DECK TO SAFELY SUSTAIN THESE ADDITIONAL LOADS IS NOT THE RESPONSIBLITY OF AMERIMAX BUILDING PRODUCTS, GENERAL NOTES FOR LATTICE STRUCTURES: (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SCO2 -2003 AND LT01 -2003 THRU LT03- 2003.) 1. SEE GENERAL NOTES, SHEET 1, SECTION 4 FOR LIVELOAD AND WIND LOADS. 2. OPEN LATTICE STRUCTURES SHALL NOT BE ENCLOSED. .(%1 S I t: Z`' C'l iN Al, EXPIRES 02 -25 5208 TENNYSON PARKWAY SUITE 100 PLANO, TEXAS 75024 OR NAME GENERAL NOTES LENGTH VARIES PROJECTION OopNO µyly, LENGTh 75% µ1N LENGTH DINT POSTSPA • MIN. SLOPE 0.50 7FT. 10 SIAF A ERS /PANEL SEE SCHEDULE FASTEN N0. OF #10- !`M/FR PGNFI PROJECTION CROVIDE 1 1/2" DRAIN OPTIONAL 3 1/2" -..,r-__„..„ CONCRETE SLAB »d. I d" SEE NOTE # 4, /J SHEET GN02 -2003. L�SEE SCHEDULE FOR FOOTING SIZE. SE SPAN ATTACHED S1RLK:TURE LENGTH VARIES. SEE SCHEDULES LENGTH woEs• SEE SCHEDULES RQJEC170N ANTILEVE HEADER MAX COVER PANEL OVERHANG 30% POST, SPACING PROVIDE 1 1/ DRAIN FASCIA SPAN SPA ASCI --1 EL MAY RHANG 30% :LEARSPAN [MUM OVER PN 1/2"I STEEL BAR (RE —BAR 2 0 W PROVIDE 1 1/2" DRAIN OPT. 3 1/2" CONC SLAB SEE NOTE 4 ON SHEET GNO —2003. MULIISPAN ATTACHED CANTILEVERED STRUCTURE SEE SCHEDULE FOR FOOTING SIZE "d" = TYP. CUBE SIZE RO1DE.1 1/2' DRAIN OPT. 3 �2 CONC. SLAB SHEET NOTE NO 2 03. Alta D2AN ATTACHED EIRLEME 1/2'0 SItEL BAR (RE-BAR) SEE SCHEDULE FOR FOOTING SIZE - -cr IS.TYP. CUBE SIZE SEE SCHEDULE FOR FOOTING SIZE •d; SINGLE SPAN ATTACHED CANTILEVERED STRUCTURE END IA 0 OPT. 3 1/2" CONC. SLAB —SEE NOTE 4 ON SHEET GN02 -2003. SINGLE SPAN FREESTANDING STRUCTURE LENGTH VARIES NOTE SEE SCHEDULE FOR POSTS. ALL POSTS TO BE INSTALLED VERTICALLY. MAY HAVE MORE THAN 2 POSTS (PER INTERMEDIATE BEAM). MULT1SPAN FREESTANDING STRUCTURE 04. `SOS 1- 1 /STEELX A LONG SEE FOOTING SIZED PROJECTION FOR POST SIZE SEE POST SCHEDULES FASCIA HEADER DRRAIINDE 1 1/2 COVER PANEL i 0 2 OPT 3 1/2" CONC. "dpi PLACE 1- 1 /2 "I STL(R =T_s- ^j LSEE SCHEDULE FOR FOOTING SIZE. EXPFHE I 1‘6M P = MAX. CHANG 30% OF COLUMN SPACING SEE SCHEDULE FOR POSTS. ALL POSTS TO BE INSTALLED VERTICALLY. MAY HAVE MORE THAN 2 POSTS. OPTIONAL 3 1/2° CONCRETE SLAB. •j'� • ' 5208 TENNYSON PARKWAY �I er� Q SUITE 100 BUILDING PRODUCTS, INC. PLANO, TEXAS 75024 DRAWN BY: CM SCALE: - DRAWING NONE OORMPART NAE DATE .. f n OR PART SOLID PANEL STRUCTURAL CONFIGURATIONS SHEET C(`!]-, _7nnz 1 „..,r 3'X8' ALUM HEADER 3'X8' STEEL C DOUBLE ALUM HEADER LATTICE OVERHANG 36' MAX 24' MAX FOR 30 PSF SNOW LOAD OR HIGHER '0, MAXIMUM RAFTER OVERHANG IS 30Z OF CLEARSPAN LATTICE OVERHANG 36' MAX 24' MAX FOR 30 PSF SNOW LOAD OR HIGHER POST HT. OPT. 3 IL?" CONC. t , Y SLAB- SEE NOTE tId 14 ON SHEET GN02 -2003. • 41.d SINGLE SPAN ATTACHED LATTICE STRUCTURE TW RAFTER TAILS PROVIIDREAI1 1 TW LENGTH VARIES, SEE SCHEDULES- . PROU MAN. LENGTH 75% OF PRWECT10N FASCIA ' P: HEANT1L DER EVER MULTISPAN FREESTANDING LATTICE STRUCTURE yap MAX. RAFTER SPAN (CLEAR SPAN) TWO OR MORE SPANS 2" X 6 1/2" OR 3" X 8" ALUM. RAFTERS 3 "x 8°x 12, 14 or 16 GA. STEEL 'C" BEAM FOR BEAM WRAP DETAIL, DETAIL 'L18'. N itwig°C0 .0 pS .'I sp s ti� Ec FOR FOOTING SIZE toy E S SEE SCHEDULE W "d" OF CLEAR SPAN OPT. 3 1/2' CO NC. STAB --- f' MAX. COVER PANEL OVERHANG 30% POST SPACING TW SEE SCHEDULE FOR FOOTING SIZE D'HANG —' -I "d SINGLE SPAN ATTACHED CAN1II FVFRFD STRUCTURE OVERHANG FREESTANDING STRUCTURE IL / / 1 / / / PT. 3 1/2" CONC. SLAB —SEE NOTE # 4 ON SHEET GN02 -2003. ATTACHED STRUCTURE 2" X 6 1/2" OR 3" X 8" ALUM. RAFTERS TW LATTICE: SEE DETAIL L3 GEC yFi0T OPT. 3 1/2" CONC. SLAB. SINGLE SPAN FREESTANDING LATTICE STRUCTURE II J PLACE 1- 1/2" TeX 6" STL. BAR AS SHOWN SEE SCHEDULE FOR FOOTING SIZE .niierirna 5208 TENNYSON PARKWAY BL[LDINGPRODUC'TS, LTIC. SUITE 100 PLANO, TEXAS 75024 DRAWN BY: CMP SCALE: NONE DRAWING ALUMAWOOD STRUCTURAL PART CONFIGURATIONS RUCTURAL PANEL AND RAFTER SPANS FOR COMMERCIAL, PATIO AND LATTICE STRUCTURES IN HIGH AND NORMAL WIND AREAS SOLID PANELS ' Super Six 3.5 "x12" Super 12 Wind Speed and Exposure Live Panel Wind Speed and Exposure Exposure B Exposure C Load Gauge Exposure B Exposure C 90 110 120 130 90 110 120 130 (psi) (in) 90 110 120 130 90 110 120 12 -7' 173" 10' -11" 16 -11" 10 -11" 11-0" 16 -2" 15 -5" 13' -10" 17 -1" 14-4" 13 -10" 17 -11" 17 -11" 16-6" 19'-0" 16 -7" 16-8" 16 -9" 16-8" 17-3" 19 -10" 17-3" 17-4" 'anel auge (in) L018 1:024 L032 1.036 1.018" 1.024 1.032 ).036 ).018 )024 1.032 1036 ).018 ).024 3.032 1036 3,018 ).024 3.032 1036 1018 5'-4" 3.024 6 -7' 3.032 8'-4" 3.036 9' -2" 11 -10" 14' -0" 1T -11" 19 -8" 10' -5" 13'-0" 14-3" 7-9" 10 -9" 14' -7" 16 -5" T-9" 10 -5" 13'-0" 14-3" 6 -10" 9-6" 13'-0" 14' -9" 6 -10" 9-6" 13-0" 14' -3" 6 -1" 8'-4" 11-8" 13'3" 6 -1" 8, -4" 11'-8" 13' -3" 8. -8" 11' -11" 16 -0" 16 -1" 8'-5" 10' -5" 13'-0" 14-3" 8' 3' 10' -2' 17-8" 13' -11" 7,-5', 11.8" 12 -9" 6 -6" 8, -1" 10 -1" 11' -2" 2" Mark X Panel 3auge (in) 0.018 0.024 0.032 0.036 0.018 0.024 0.032 0-036 0.018 0.024 0 -032 0.036 0 -018' 0.024 0.032 0.036. 0.018 0.024 0.032 0-036 0.018 0.024 0.032 0.036 1 1 1 1 7' -9" 10 -2" 17-8" 13' -11" 7' -6" 9 -4" 11'-8" 17 -9" 6-6" 6 -1" 10' -1" 11' -T 6 -7" 8'-4" 9 -2' 6 -10" 9' -6" 12' -8" 13' -11" 6 -10' 9'-4° 11'-8" 179" 6 %6" 10 -1" 11' -2" 6 -T' 8� -4" 9' -T 6 -1" 8'-4" 11'-8" 13 -3" 6 -1" 8'-4" 11-8" 17 -9" 6-1" 6 -1" 10 -1" 11-2" 5, -4,� 6 -7' 8-4" 9 -2" 10' -2" 12-8" 13' -11" 7-6" 9 -4" 11'-8" 17 -9" 6 -6" 6 -1" 10 -1" 11-2" 5' -4" 6' -7' 8, -4" 3 -T 6 -4" 8' -9" 6-4" 8.9" 17 -3" 14-0" 6-4" 8' -9" 12' -3" 13 -11" 6-4" 8`-9" 11'-8" 17 -9" 6-4" 10 =1" 11'2" 6-4, 6 7" 6-4" 9 -2" 5�-8" 7 -8" 10 -10" 175" 5'-8" T -8" 10 -10" 17 -5" 5-8" 7-8" 10 -10" 17 -5" 5 -1" 6 -10" 8' -11" 11' -1" 5, -B" 7-8" 10' -10" 12-5" 5' -8" 7-8" 10 -1" 11' -2' 5 -4" 6 -7" 8. -4" 9-2" 5' -1" 6 -10" 6 -11" 11' -1" 5 -1" 6 -10" 6 -11" 11' -1" 5 -1" 6'-10" 8' -11" 11' -1" 5 -1" 6 -10' 8' -11" 11' -1" 5� -1" 6 -T' 8' -4" 9' -2, 10 20 25 30 40 60 0-018 0.024 0.032 0036 0.018 0.024 0.032 0.036 0.018 0.024 0.032 0.036 0.018 0.024 0.032 0.036 0.018 0.024 0.032 0.036 14-4" 17-8" 19' -7' 20'5" 10 -5" 12' -10" 15-8" 16 -7' 0.018- 0.024 0.032 0.036 10' -2" 17 -T 15 -3" 16 -2" 9'-4" 11'-6" 14 -0" 14' -10' 10 -0" 12-2" 12-10" 6 -7" 6 -2" 9 -11" 10-6" 10' -5" 17 -10' 15 -8" 16 -T' 10 -2" 177" 15' -3" 16 -2" 9-4" 11'-6" 14-0" 14-10" 10' -0" 17 -2" 17 -10" 6-7" 8' -T 9' -11" 10 -6` TABLE 1.1 NOTE: PANELS AND RAFTERS MAY OVERHANG SOLID PANELS OF THEIR CLEARSPAN Wind Speed and Exposure B 90 110 120 130 2' 0" 10 -T 9-6" 3' 4" 11'-4" 10'-8" 4'_g^ 17 -7" 11' -10' 5'_5 13' -2" 17 -5" 11-2" 17 -4" 17 -10" 10 -11" 17 -2" 17-8 ". 8' -7" 10'-0" 11.-6" 11, -11" 6-8" 117-0" 10' -7" 10 -10" 12 -1" 13'5" 14-0" 9-8" 11' -2" 17-4" 12' -10" 9, -5" 10' -11" 12'2" 17 -8" 6 -7" 10'-0" 11'-6" 11' -11" 7 -5" 8'-8" 10'-0' 10 -7" 9'-8" 11-2" 17-4" 17 -10" 9'5" 10' -11" 17 -2' 12'-8" 8' -7" 10'-0" 11-6" 11' -11" 7 -5" 8'-8" 10-0" 10 -7" 9'-6" 10' -8" 11' -10" 17 -5" Exposure Exposure C 90 110 120 130 10'-8" 11' -10" 17 -5" 8' -T' 10.0". 11' -11" 7 -5" 8'-8" 10-0" 10' -7" 11'-6" 9 -11" 9 -3" 8' -2" 12 -10" 11' -1" 10 -4" 9-9" 14' -3" 17-4" 11' -7' 10' -11" 14-10" 17 -11" 17 -1" 11-4" 9 -8" 11' -2' 12-4" 17 -10" 9' -5"� 10 -11" 17 -2' 12'-8" 10'-0" 11-6" 11 -11" 7 -5' 8'-8" 10 -0" 10' -7' 9-8" 11' -1" 17-4" 17 -10" 9 -5" 10 -11" 17 -7' 17-8" 6 -7' 10'-0" 11.8" 11' -11" 7-5" 8, -8" 10-0" 10' -7' 10-4" 11' -7' 17 -1" 10-4" 12 -1" 6 -7" 10' -0" 11'-6, 11' -11" T -5" 8' -8" 10 -0' 10 -7' 3 -9„ 10 -11" 11-4" 8, -2" 9'9" 10 -11" 11'-4" 6 -7' 9 -9" 10 -11" 11-4" 7-5" 8'-8" 10,-0" 10 -7' 6 -1" 7 -1" 6 -7' 8, -8" 6 -1" 7-1" 8' -7' 8, -8" 6 -1" 7 -1" 8' -2" 8,-8" 6 -1" 7 -1" 8' -2" 8' -8" 6-1" 7' -1" 8' -2" 6 -1" 7 -1" TABLE 1.3 6 -1" 7 -1" 8' -2" 6 -1" 8' -2" 8, -8" Live Panel Load Gauge (Psf) (in) 10 20 25 30 40 60 10 -5" 17 -10" 15'-8" 16 -7" 10 -7' 17 -7" 15 -3" 16 -7' 9 -4," 11'-6" 14-0" 14' -10" 10.0" 12 -2' 12 -10" 6'-T' 6 -2" 9 -11 1(7-6" 117 -5" 17 -10" 15-8" 16 -7" 10 -2" 17 -7" 15 -3" 16 -7' 9'-4" 11-6" 14-0" 14' -10" 10 -0' 17 -2" 17 -10' 6 -7" 6 -2' 9.11" 10'-6"- 10 -5' 17 -10" 15'-8" 16' -T' 10 -2' 12' -T' 15-6' 16 -7' (7-4" 11-6" 14-0" 14' -10' 10'-0" 17 -2" 17 -10' 6' -T' 8' 2" 9 -11" 10 -6" 10 -5" 17 -10" 15 -8" 16 -7" 10' -7' 12 -7' 16-3" 16-2" 9-4" 11'-6" 14' -0" 14-10" 10 -0" 17 -2" 12 -10" 6-7" 9' -11" 10 -6" TABLE 1.2 10' -5" 17 -10" 15-8" 16 -7" 10 -7' 17 -7' 15-3" 16 -2" 9'-4" 11-6" 14-0" 14'-10" 8. -1" 10'-0" 17 -2" 12 -10" 6 -7" 8' -T 9' -11" 10 -6" Wind Speed and Exposure Exposure B Exposure C 90 110 120 130 90 110 120 I I BLANK THIS TABLE LEFT INTENTIONALLY B THIS TABLE LEFT INTENTIONALLY BLANK THIS TABLE LEFT INTENTIONALLY BLANK THIS TABLE LEFT INTENTIONALLY BLANK THIS TABLE LEi- I INTENTIONALLY BLANK THIS TABLE LEFT INTENTIONALLY BLANK THIS TABLE LEFT INTENTIONALLY BLANK THIS TABLE LEFT INTENTIONALLY BLANK THIS TABLE LEFT INTENTIONALLY BLANK TABLE 1.4 130 9 -7" 17-4" 15-4" 16-0" 9-7" 12-4" 15-4" 16 -0" 9_T' 17-4" 15' -3' 16 -0" 9-4" 11-6" 14-0" 14' -10" 10, -0" 17 -7' 12.10" 6-7" 6 -2" 9 =11" 10'-6" 130 LATTICE LATTICE " X2'16.625" RAFTER U.U24X1 Live XO.OLJ Rafter r' ,r r r=6 Wind Speed and Exposure - - - Live Rafter Wind Speed and Exposure Load Spacing Exposure B Exposure C Load Spacing Exposure B Exposu e C 130 (Psf) 10 90 130 90 130 (psf) 90 130 90 10 24" o/c 10 -3" 10' -3" 10' -3" 10'3" 10 24" o/c 17 -10" 17-10" 17-10" ". 17'-10" 16" o/c 20" o/c 11' -8" 11'-8" 11-8" 11-8" 24" o/c 20" o/c 19-5" 19' -5" 19 -5 19 -5" 12" olc 16" o/c 17 -11" 17 -11" 17 -11" 17 -11" 16" o/c 16" o/c 21' -7" 21' -7" 21-7" 21-7" 24 " o /c 12" o/c 14' -11" 14-11" 14-11" 14' -11" 36' ok 12" o/c 24' -9" 24' -9" 24' 9" 24-9" 20 24" o/c 5 -2" 5.2" 5 -2" 5' -7' 20 24" o/c 17 -9" 12' -9" 17 -9" 17 -9" 16" o/c 20" o/c 6 -3" 6 -3" 6 -3" 6-3" 24" o/c 20" o/c 13' -11" 13' -11" 13' -11" 13' 11" 12" olc 16" o/c 7.9" T-9" 7' -9" T -9" 16" o/c 16" o/c 15-6" 15'-6" 15'-6" 15-6" 24" o/c 12" ok .10'3" 10' -3 ". 10 -3" 10' -3" 36" o/c 1T 0/c 17 -7" 17 -7" 117.7" 17 -7" 25 24" o/c 4' -11" 4-11" 4-11" 4' -11" 25 24" o/c 17 -5" 12 -5" 12'5" 17-5" 16' o/c 20" o/c 5 -11" 5-11" 5 -11" 5' -11" 24" o/c 20" ofc 13' -7 13' -7" 13' -7' 13' -7" 17' o/c 16" olc 7-5" 7 -5" 7 -5 7 -5" 16' o/c 16' o/c 15' -7' 15-2" 15' -7' 15 -2' 24" o/c 12" o/c 9' -10" 9 -10" 9 -10" 9' -10" 36' o/c 12" o/c 17-4" 17-4" 17-4" 17-4" 30 24" ofc 4-1" 4' -1" 4-1" 4' -1" 30 24" o/c 11' -4" 11'-4" 11' -4" 11'-4" 16' ok 20' o/c 4-11" 4-11" 4-11" 4-11" 24" o/c 20" o/c 17 -5" 12' -5" 17 -5" 17 -5" ¶2" o/c 16" o/c 6 -2' 6 -2' 6 -2' 6-2" 16' ok 16" o/c 13' -10" 13' -10" 13' -10" 13' -10" 24" o/c 17' o/c 6' -2" 8' -T 8' -2" 8' -7' 36" o/c 1T o/c 15' -11" 15 -11" 15' -11" 15' -11" 40 24" o/c 3' -1" 3-1" 3 -1" 3' -1" 40 24" o/c 9 -10" 9' -10" 9 -10" 9 -10" 16' olc 20" o/c 3' -8" 3-8" 3'-8" 3'-8" 24" o/c 20" o/c 10 -9' 10'-9" 10 -9" 10 -9" 12" o/c 16" o/c 4-8" 4'-8" 4-8" 4-8" 16" o/c 16" o/c 17 -0" 17 -0" • 17 -0" 17 -0" 24" o/c 12" o/c 6 -2' 6 -2" 6 -7' 6 -2" 36" o/c 12" o/c 13-10" 13' -10' 13' -10" 13' -10" 60 24" o/c 7 -1" 7 -1" 7 -1" 7 -1' 60 24" o/c 8'-0" 8'-0" 8'-0" 8' -0" 16" o/c 20" o/c 2.6" 2.6" 7-6" 7-6" 24" o/c 20" o/c 6-10" 8' -10" 8' -10" 8' -10" 1T o/c 16" o/c 12" o/c 3' -1" 4, -1" 3 -1" 4' -1" 3 -1" 4, -1" _._. 3' -1" 4-1" 16" o/c 16" o/c 910" 9'-10" 11-4" 3-10" 10" TAR! 3-10" . 0" g1.7 '13'x8" RAFTER U.UJLXLX0.0G. Use Rafter Load Spacing (psi) rc,,r,r=r', Wind Speed and Exposure B 90 130 Exposure Exposure C 90 130 -'- Live Load (psf) Rafter Spacing . Wind Speed and Exposu e B 90 130 Exposure Exposure C 90 130 10 24" o/c 14-3" 14-3" 14' -3' 14' -3" 10 36" o/c. 16.8" 16' -8" 16-8" 16 -8" 20 -10" 20" o/c 15.6' 15'-6" 15' 8" 15',6" 12' -4" 30" o/c 18'3" 18' -3" 18' -3" 18' -3" 27 -9" 16" o/c 17' -3" 17'-3" 17 -3' 17 -3" 15' -3" 24" o/c 20' -3" 20'3" 20' -3" 20-3" 24' -11" 12" olc 19 -10' 19' -10" 19 -10' 19' -10' 17-3" 16" o/c 24-6" 24-6" 24-6" 24-6" 20 24 " o /c 10 -1" 10 -1" 10 -1" 10 -1" 20 36' ok 11-11" 11' -11" 11' -11" 11' -11" 14 -0" 20" o/c 11' -1" 11' 1" 11' -1" 11' -1" 6 -3" 3b" o/c 13' -0' 13-0" 13' -0" 13-0" 14-11" 16" o/c 12'-4" 17-4" 17-4" 12'-4" 7 -9" 24" o/c 14-6' 14' -6" 14-6" 14-6" 16 -0" 12" olc 14-3" 14-3" 14' 3" 14-3" 10 -3" 16" o/c .17 -8" 17 -8" 17-8" 17-8" 25 24" o/c 9' -11" 9 -11" 9' -11" 9 -11" 25 36" o/c 11' -7" 11-7" 11' -7" 11' -7" 13' -10" 20" a/c 10 -10' 10' -10" 10' -10" 10' -10" 5 -11" 30" o/c 12 -8" 17 -8" 12-8" 12-8" 14'-8" 16' o/c 12 -1" 17 -1" 17 -1" 17 -1" 7-5" 24" o/c 14-2" 14' -2" 14' -2" 14 -7' 15 -9" 17' o/c 13' -11" 13 -11" 13.11" 13' -11" 9 -10' 16' o/c 17.3" 17-3" 1T -3" 17 -3" 30 24" o/c 9' -0" 9-0" 9-0" 9 -0" 30 36' o/c 10 -7" 10' -7" 10' -7" 10.-7" 13'-0" 20' o/c 9 -11" 9 -11" 9 -11" 9' -11" 4-11" 30" o/c 11-7" 11' -7" 11-7" 11' -7" 13' -10' 16' ok 11'-0" 11'-0" 11'-0" 11' -0" 6-2" 24" o/c 13'-0" 13' -0" 13' -0" 13-0" 14' 10" ¶2" o/c 17-8" 17-8" 17-8" 17-8" 8' -2" 16' ok 15' -10" 15 -10" 15' -10'" 15-10" 40 24" o/c 7'-5" 7 -5" 7 -5" 7S' 40 36" o/c 9 -2" 9' -2" 9 -2" 9'-2" 11'-6" 20' o/c 8' -7" 8' -7" 6-7" 8' -7' 3'-8" 30' o/c 10 -1" 10' -1" 10' -1" 10 -1" 17 -7' 16' olc 9-7" 9-7" 9 -T 9.7" 4-8" 24" o/c 11'-3" 11'.3" 11'3" 11-3" 13' -6" 12" o/c 11-0" 11-0" 11'-0" 11-0" . 16" o/c 13' -9" 13' -9" 13-9" 13-9" 60 24" o/c 4' -11" 4 -11" 4' -11" 4' -11" 60 36" o/c 6-4" 6-4" 6-4" 6-4" 9'-5" 20" o/c 6 -11" 5 -11" 5 -11" 5' -11" 2'-6" 30" o% T -T' T -7" T -7" 7' -7" 10-4" 16" o/c 7-5" 7-5" 7 -5" 75" - 24" o/c 9-3" 9' -3" 9' -3" 9' -3" 11'-6" 1T o/c 9-0" 9-0" 9-0" -. 9'-0" -. .- - 16" o/c 11' -3" 11-3" 11' -3" TABLE 11'3" 1.8 Anerimax BUILDING PRODUCTS, INC. 5208 Tennyson Parkway Suite 100 Plano, TX 75024 www_amerimaxbp.com Putnam Engineering 3444 Ivylink Place Lynchburg, VA 24506 carlputna mlIDadelph ia. net Single Span Tables (Overhang Allowed) Single Span Tables (Overhang Allowed) LATTICE LATTICE 0 024 0.040'x2'16.625" RAFTER (Single Span) 12'x6 625" RAFTER (Single Span) Live Load (ps0 Rafter Spacing Wind Speed and Exposu e B 90 130 Exposure Exposu 90 e C 130 Live Rafter Load Spacing (Psi) Wind Speed and Exposure B 90 130 Exposure Exposure C 90 130 10 24" o/c 1C -3" 10'3" 1(7-3" 10' -3" 10 24" do 20' -10" 20 -10" 20' -10" 20 -10" 20" o/c 20" o/c 17-4" 17 -4" 12 -4" 12' -4" 30" o/c 20" o/c 27-9" 22'-9" 27 -9" 27 -9" 16' o/c 16" o/c 15-3" 15' -3" 15' -3" 15' -3" 24" o/c 16" o/c 25.4" 25-4" 25'-4" 24' -11" 12" o/c 12" o/c 19' -9" 19' -0" 19' -9" 17-3" 16" o/c 12" a/c 29'-0" 29'-0" 29-0" 27-4" 20 24" olc 5' -7' 5' -7' 5' -T 5' -2" 20 24" o/c 14-0" 14'-0" 14-0" 14 -0" 20' o/c 20" o/c 6 -3" .6-3" 6-3" 6 -3" 30" o/c 20" o/c 14' -11" 14' -11" 14' -11" 14-11" 16" o/c 16" o/c T -9" 7 -9" 7-9" 7 -9" 24" o/c 16" o/c 16-0" 16-0" 16 -0" 16 -0" 17`o /c 17' o/c 10' -3" 10' -3" 10 -3" 10 -3" . 12' o/c 17-7" 17' -7" 17 -7" 17 -7' 25 24" o/c 4' -11" 4' -11" 4-11" 4-11" 25 24" o/c 13' -10" 13-10" 13' -10" 13' -10" 20" o/c 20" do 5' -11" 5' -11" 5' -11" 5 -11" 30' o/c 20' o/c 14-8" 14-8" 14-8" 14'-8" 16" o/c 16" o/c T -5" 7 -5" 7 -5" 7-5" 24 " o /c 16" ok 15 -9" 15-9" 15' -9" 15 -9" 12"o/c 17' o/c 9 -10" 9 -10" 9' -10' 9 -10' 16" o/c 12" o/c 17-4" 17-4" 17-4" 17-4" 30 24" o/c 4-1" 4' 1" 4' -1" 4-1" 30 24" 0/c 13'2" 13'-0" 13-0" 13'-0" 20" o/c 20' o/c 4' -11" 4' -11" 4' -11" 4-11" 30" olc 20" o/c 13' -10` 13 -10" 13' -10" 13' -10' 16' o/c 16" o/c 6 -2' 6 -2" 6 -2' 6-2" 24" o/c 16' ok 14-10" 14-10" 14-10" 14' 10" 12' o/c 12" o/c 8' -7' 6 -2" 8' -2" 8' -2" 16" o/c 12' olc 16-4" 16-4" 16 -4" 16-4" 40 24" o/c 3' -1" 3-1" 3' -1" 3' -1" 40 24" o/c 11' -6" 11'-6" 11'-6" 11'-6" 20" o/c 20' o/c 3' -8" 3' -8" 3'-8" 3'-8" 30" o/c 20" o/c 17 -7" 12' -7' 17 -7" 17 -7' 16" o/c 16' o/c 4'-8" 4-8" 4'-8" • 4-8" 24" o/c 16' o/c 13'-6" 13'-6" 13'-6" 13' -6" 12" o/c 1T o/c 6 -2" 6 -2" 6-2" 6 -2" 16" o/c 12" o/c 14-10" 14-10" 14-10" 14-10" 60 24" o/c 7-1" 7 -1" 2' 1" 7 -1" 60 24" o/c 9 -5' • 95" 9'-5" 9'-5" 20" o/c 20" o/c 2' -6" 2' -6" 2-6" 2'-6" 30' o/c 20" o/c 10-4" 10'-4" 10-4" 10-4" 16" o/c 16" o/c 3' -1" 3-1" 3' -1" 3' -1" 2+1 4d/,: 16" o/c 11'-0" 11' -6" 11-6" 11'-6" 12" o/c 12' o/c 4-1" 4-1" 4-1" 4-1" r'i8'(o/c 12" o/c 13' -0" 13'-0" 13'-0" 13'-0" Single Span Tables (Overhang Allowed) Single Span Tables (Overhang Allowed) 0 032x6 625" RAFTER (Single Span) 0.047X3'18" RAFTER (Single Span) Live Rafter Load Spacing (Psf) Wind Speed and Exposure B 90 130 Exposure Exposure C 90 130 Live Load (psf) Rafter Spacing Wind Speed and Exposure B 90 130 Exposure Exposu e C 90 130 10 24" o/c 17-10" 17-10" 17 -10" 17-10" 10 36" o/c 21'-4" 21' -4" 21'-4" 20'-8" 20" o/c 19'-6" 19'-6" 19'-6" 19' -7' 30" o/c 23'-4" 23-4" 23'-4" 21' -11" 16' o/c 21' -9" 21-9" 21-9" 2C -6" 24" o/c 26 -7' 25 -10" 26 -7' 23 -7" 12" o/c 24' -11" 24-6" 24' -11" 27-4" 16" o/c 31-7' 29 -6" 31-7' 26 -9" 20 24" o/c 17 -5" 17 -5" 17 -5" 12' -5" 20 36" o/c 15 -3" 15-3" 15'3" 15' -3" 20' o/c 13' -10" 13' -10' 13-10" 13' -10" 30" o/c 16' -7' 16 -7" 16 -7" 16 -7' 16" o/c 14-11" 14-11" 14' -11'' 14' -11" 24" o/c 17' -10" 17 -10' 17 -10" 17-10" 17`o /c 16'-4" 16-4" 16-4" 16-4" 16" o/c 2C-4" 2C -4" 20-4" 2C-4" 25 24" o/c 11' -10' 11' -10" 11' -10" 11' -10' 25 36' o/c 14' -10" 14-10" 14-10" 14' -10" 20" o/c 13' -7" 13' -7" 13' -7" 13' -7" 30' o/c 16-3" 16 -3" 16 -3" 16 -3" 16" o/c 14-8" 14-8" 14-8" 14-8" 24 " o /c 1T -T' 1T -T' 17 -7" 17 -7' 12"o/c 16-1" 16-1" 16 -1" 16 -1" 16" o/c 20 -0" 20-0" 20-0" 20' -0" 30 24" o/c 9' -11" 9' -11" 9 -11" 9' -11" 30 36" o/c 12-8" 17-8" 17-8" 12-8" 20" o/c 11' -10" 11, -10' 11' -10" 11 -10" 30" olc 14-10" 14-10" 14' -10" 14-10" 16' o/c 13' -10" 13-10" 13-10" 13' -10" 24" o/c 16'-7" 16 -7' 16-7' 16'-T" 12' o/c 15' 2" 15-2" 15' -7' 15' -2" 16" o/c 18' -11" 18' -11" 18' -11" 18' -11" 40 24" o/c 7'5" 7 -5" 7 -5" 7' -5" 40 36" ok 9'-6' 9-6" 9-6" 9'-6" 20" o/c 8' -11" 8' 11" 8' -11" 8' -11" 30" o/c 11-5" 11-5" 11' -5"• 11-5" 16" o/c 11' -1" 11' -1" 11' -1" 11' -1" 24" o/c 14' -2" 14-2" 14' -2" 14-2" 12" o/c 16 -10'. 13 -10' 13' -10' 13' -10'' 16" o/c 17 -T 17 -2" 1T-2" 17 -2" 60 24" o/c 4' -11" 4' -11" 4' -11" 4-11" 60 36' o/c 6-4" 6-4" 6 -4" 6-4" 20" o/c 5' -11" 5=11" 5 -11" 5' -11" � 30' o/c T -7" T -7" T -7" T -7" 16" o/c 7 -5' T -5" 7 -5" 5 )' v-L 2+1 4d/,: 9 9-6" 9-6" 9-6" 12" o/c 9' -11" 9' -11" 9 -11'_ 9';x1'_ ; 1 ? ; r'i8'(o/c `1:4x2" 1414' -2" 14.-2- 114 -2" RAFTER SPACING MAY BE DOUBLED F DOUBLE R, AFTERS MAXIMUM RAFTER SPACING I5 60" 0 /C. ^."�- 7<' ` f1, r-, ,-X)() `7 :�"") . 7GISIt. \' ,t�v SS /(UiNAI.Y``L xG� � F 2/15/2004 Page 1 of34 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING BOX BEAMS IN NORMAL WIND AREAS 90 MPH EXPOSURE B 10 0:042 "x3 "x8" Header 17'-0" 15' -1" 13' -7" 12' -4" 11'-4" 10' -5" A A A A A A Attached Freestanding or 19 19 19 20 20 20 22 21 21 21 21 21 Structure Multispan Units LIVE TRIB MAX POST MAX B 20 MAX POST LENGTH LOAD' WIDTH POST REQ'D POST MIN FOOTER 6' 10' 17 (PSF) -(FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER 10' -5" B ON SLAB SLAB (FT) TYPE "d" "d" I "d" "d" 7'-6" A (FT) _ B 21 21 (in) (in) (n) (in) 90 MPH EXPOSURE B 10 4 4.5 5 5.5 6 6.5 17'-0" 15' -1" 13' -7" 12' -4" 11'-4" 10' -5" A A A A A A 14' -8" 13' -10" 13' -2" 12' -7 12' -0" 11•-7" A A A B B B 19 19 19 20 20 20 22 21 21 21 21 21 23 23 22 22 22 22 24 24 23 23 23 23 MAX POST LENGTH 7 9' -8" A 11' -2" B 20 20 21 22 5 7.5 9' -1" A 10' -9" B 21 21 21 22 17-4" - 8 6'-6" A 10' -5" B 21 21 21 22 A 9 7'-6" A 9' -10" B 21 21 21 22 11' -7" 10 6 -9" A 9'-4" B 22 22 22 22 B 11 6 -2" A 8' -11' 6 22 22 22 22 25 12 5'-8" A 8' -2" B 22 22 22 22 21 13 5' -7 A T -7" B 22 22 22 22 22 14 4' -10" A 7 -0" B 22 22 22 22 26 15 4'-6" A 6 -6" B 22 22 22 22 12 16 4' -3" A 6' -7 B 22 22 22 23 5' -2" 17 4' -0" A 5' -9" B 22 22 22 23 100 MPH EXPOSURE B 10 4 17' -0" A. 14' -8" A 19 19 19 20 20 20 22 IN N N N N N N N; N N N N N W' l3I 24. MAX POST LENGTH , 4.5 15' -1" A 13' -10" A 20 21 24 22 5 13'-7" A 13' -2" A B 21 23 21 ' 5.5 17-4" - A 12' -7" 8 10'-5" 21 23 21 '6 11'-4" A 17 -0" B A 21 23 21 6.5 18,5" A 11' -7" B 6 -9" 21 23 B 7 9'-8" A 11,2" B 11 20 22 8' -11" 7.5 1" A 10-9" B 25 21 22 A 8 8' -6" A 10' -5" B 22 21 22 5 =7 9 7 -6" A 9' -10" B 22 21 22 14 10 6' -9" A 9' -4" B 22 22 22 26 11 6 -7 A 6 -11" B 22 22 22 ' 12 5' -8" A 8' -7 B B 22 22 22 13 5' -2" A T -7" B • 6 -9" 22 22 22 14 4' -10" A T -0" B 22 22 15 4' -6" A 6 -6" B 22 22 • 16 4' -3" A 6 -2" B 22 23 17 4' -0" A 5 -9" B 22 23 90 MPH EXPOSURE C 10 4 4.5 5 5.5 6 . 6.5 1T -0" 15 -1" ` 13' -7^ 17-4" 11'-4" 10 -5" A A A A A A 14'-8" 13' -10" 13' -2" 17 -7" 17-0" 11' -7" A A A B B B 19 19 19 20 20 20 22 21 21 21 21 21 23 23 22 22 22 22 24 24 23 23 23 23 MAX POST LENGTH 7 9.8" A . 11' -7 B 20 20 21 22 TYPE 7.5 9' -1"" A 10' -9" B 21 21 21 22 16' -5" - 8 6 -6" A - 10'-5" B 21 21 21 22 23 8 7'-6" A 6 -10" B 21 21 21 22 23 10 6 -9" A 9'-4" B 22 22 22 22 13' -3" 11 6' -2" A 8' -11" B 22 22 22 22 25 12 5'-8" A 8' -2" B 22 22 22 22 25 13 5 =7 A 7 -7" B 22 22 22 22 10' -10" 14 4' -10" A 7-0" B 22 22 22 22 26 15 4'-0" A 6-6" B 22 22 22 22 16 4' -3" A 6 -2" B 22 22 22 23 17 4'-0" A 6 -9" B 22 22 22 23 100 MPH EXPOSURE C 10 4 17-0" A 4.5 15' -1" A 13' -2" A 19 17 -11" A 20 Double 0.042 "x3 "x8" Header B. Attached Freestanding or Attached Structure Structure Muttispan Units MAX Freestanding or Multispan Units - MAX POST LENGTH POST MIN FOOTER 8' 10' 12' SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d" "d" "d" I "d" POST LENGTH 10' FOOTER "d" (in) I 12' "d" (in) (in) (in) (in) (in) Double 0.0325,2"x6.5" Header B. 0.042'X3 "x8" Header 23 Attached Structure Freestanding or Muttispan Units 19' -7" Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" On) MAX 8' CONSTRAINED "d" On) POST LENGTH 10' FOOTER I - "d" (in) 12' "d" On) LIVE LOAD (PSF) TRIB WIDTH (FT) --- - - MAX POST SPACING ON SLAB - _. (FT) _ POST REQ'D FOR SLAB MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" (in) MAX 8' CONSTRAINED "d" (in) POST LENGTH 10' FOOTER "d" (in) I 12' "d" (in) 20' -5" 19' -7" 18' -8" 1T-9" 17' -1" 16 -5" 15' -10" 15' -3" 14' -9' 13' -11" 13' -3" 12' -8" 17 -1" 11' -7" 11' -2" 10' -10" 10' -6" 10' -2" B B B B B B B C C C C C C C D D D 21 21 22 22 22 23 23 23 23 24 24 25 25 25 26 26 26 27 23 23 23 23 23 23 23 23 23 24 24 25 25 25 26 26 26 27 25 25 24 24 24 24 23 23 23 24 24 25 25 25 26 26 26 27 26 26 25 25 25 25 24 24 24 24 24 25 25 25 26 26 26 27 20 -5" B. 21 23 25 26 19' -7" B 21 23 25 26 10' -8" B - 22 23 24 25 17-9" B 22 23 24 25 17' -1" B 22 23 24 25 16' -5" - 6 23 23 24 25 15' -10" 8 23 23 23 24 15' -3" B 23 23 23 24 14' -9" C 23 23 23 24 13' -11" C 24 24 24 - 24 13' -3" C 24 24 24 24 12' -8" C 25 25 25 25 17 -1" C 25 25 25 25 11' -7" C 25 25 25 25 11'-7 C 26 26 26 26 10' -10" D . 26 26 26 26 10' -6" D 26 26 26 26 10' -2" D 27 27 27 27 19' -7" 18' -8" 17 -9" 17 -1" 16 -5" 15' -10" 15' -3" 14' -9" 13' -11' 13' -3" 12' -8" 17 -1" 11' -7" 11' -7 10 -10" 10 -6" 10' -7 B 8 B B B B B C C C C C C C D D 21 21 22 22 22 23 23 23 23 24 24 25 25 25 26 26 26 27 23 23 23 23 23 23 23 23 24 24 25 25 25 26 26 26 27 25 24 24 24 24 23 23 23 24 24 25 25 25 26 26 26 27 26 26 25 25 25 25 24 24 24 24 - 24 25 25 25 26 26 26 27 14' -5" 13' -10" 13' -2" 12' -7" 12' -0" 11 -7" 11' -7 10' -9" 10' -5" 9' -10" 9'-4" 8' -11" 8' -0" 7 -5" 6 -11" A A A B B B B B B B B B B B B B 18 19 19 20 20 20 20 21 21 21 22 22 22 23 23 23 23 23 21 21 21 20 20 20 20 21 21 21 22 22 22 23 23 23 23 23 22 22 22 21 21 21 21 21 21 21 22 22 22 23 23 23 23 23 23 23 23 22 22 22 22 22 21 21 22 22 22 23 23 23 23 23 14' -5" A 18 - 21 22 23 13' -10" A 19 21 22 23 13' -2" A 19 21 22 23 17 -7" - B - 20 20 21 22 12' -0" B • 20 20 21 22 11' -7" B 20. 20 21 22 11' -2" B 20 20 21 22 10 -9" B 21 21 21 22 10' -5" B 21 - X21 21 21 9 -10" B 21 . 21 21 21 9 -4" B 22 22 22 22 8' -11" B 22 22 22 22 8' -6" B 22 22 22 22 8'-0" 6 23 23 23 23 7-5" B 23 23 23 23 6' -11" B 23 23 23 23 6' -6" B 23 23 23 23 6' -7 B 23 23 23 23 14'-5" 13' -10" 13' -2" 17 -7' 17-0" 11' -7" 11-2" 10' -9" 10 -5' 9 -10" 8' -11" 8' -0" 6 -11" 6=6" 6 -2" A A A B B B B B B B B B B B B B 18 19 19 20 20 20 20 21 21 21 22 22 22 23 23 23 23 21 - 21 21 20 20 20 20 21 - 21 21 22 22 22 23 23 23 23 24 22 22 21 21 21 21 21 21 21 22 22 22 23 23 23 23 23 23 23 23 22 22 22 22 22 21 21 22 22 22 23 23 23 23 23 3 24 18' -7" B 21 24 I '25 26 13' -1" A 19 21 3 24 18'-4" B 22 24 25 26 17 -10" A ,n ,1 25 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 7' -2" 6'-4" 5' -7 4, -9" 3' -10" 2' -10" 2' -7" 7-4" 7 -2" 90 MPH EXPOSURE C A A A A A A A A A A A A A A 10' -2" 9' -7" 8'-6" T -2" 6 -3" 5' -10" 5' -2" 4' -8" 3' -11" 3' -T' B B B B B B B B B B B B B 16 17 17 17 17 17 17 17 17 17 17 17 17 17 20 20 19 19 19 18 18 18 18 18 18 19 19 20 21 21 21 20 20 19 19 19 19 19 19 20 20 21 22 22 21 21 21 20 20 20 19 20 20 21 21 22 Double 0.042 "x3 "x8" Header 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 Attached Structure Freestanding or Muttispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" (in) MAX POST LENGTH 8' I 10' I 12' CONSTRAINED FOOTER "d" I "d" "6" On) On) I (m) 14' -5" 13' -7" 17 -11" 17-4" 11' -10" 11'-4" 10=11" 10' -7" 10' -3" 9' -8" 9 -2" 8' -6" 7' -10" 7'-3" C C C C D D D D D D D E E E 18 18 19 19 20 20 20 21 21 21 22 22 21 22 22 21 21 21 21 20 20 21 21 21 22 22 22 22 23 23 22 22 22 22 21 21 21 21 22 22 ' 22 22 24 23 23 23 23 23 22 22 22 22 22 22 22 MAX POST SPACING (FT) Double 0.032 "x2 "x6.5" Header Attached Structure MIN POST TYPE FOOTER SIZE On) Freestanding or Multispan Units MAX POST LENGTH 8' I 10' { 17 CONSTRAINED FOOTER "4- "d" "d" ON (in) On) 10' -7 9-7" 9 -1" ne" 6. -8" 6 -3" 5'-6" 5'-0" 4'-6' 4' -2" 3' -10" B B B B C C C C C C C C C C 16 17 17 17 18 18 18 18 18 18 18 18 18 18 19 19 19 19 18 18 18 18 18 18 18 19 19 20 20 20 20 20 19 19 19 18 18 19 19 20 20 21 21 21 21 21 20 20 20 19 19 20 20 21 21 22 25 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 7-2" 6-4" 5' -9" 5' -2" 4' -9" 4' -5" 4' -1" 3' -10" 3' -7" 3' -2" 7 -10" 2' -7" 2' -4" 2' -2" A A A A A - A A A A A A A A A 10 -7 9' -7" 9' -2" 8' -6' 7' -9" 7 -2" 6' -8" 6 -3" 5' -10" 5' -2" 4' -8" 4' -3" 3' -11" • 3' -7" B B B 8 B B B B B B B 8 B - B 16 17 17 17 17 17 17 17 17 17 17 17 17 17 20 20 19 19 19. 18 18 18 18 18 18 19 19 20 21 21 21. 20 20 19 . 19 19 19 19 19 20 2D 21 22 22 21 21 21 20 20 20 19 20 20 21 21 22 B 20' -8" 14' -5" 13' -7" 17 -11" 17-4" .11' -10" 11'-4" 10' -11" 10, -r 10' -3" 9 -8" 9' -2" 8'S" 7' -10" D C C D D 0 D D D D E E E 21 19 20 20 20 20 21 21 21 22 22 22 22 22 24 22 21 21 21 21 21 21 21 22 22 22 22 22 25 23 23 22 22 22 22 21 21 22 22 22 22 22 26 24 23 23 23 23 23 22 22 22 22 22 22 22 14' -5" 13' -T 12' -11" 17-4" 11' -10" 11'-4" 10' -11" 10 -7" 10 -3" 9'-8" 9' -2" 8' -5" 7 -10" C C C 0 0 D D D D D E E 18 19 19 19 20 20 20 21 21 21 22 22 22 22 21 21 20 20 20 20 20 21 21 21 22 22 22 22 22 22 21 21 21 21 21 21 21 22 22 22 22 23 23 22 22 22 22 22 21 21 21 22 22 22 22 30 4 4.5 5 5.5 6 6.5 7 7.5 10 11 12 4'-4" 4' -0" 7-2" 3' -0" 2' -7 2' -0" A A A A A A A A A A A A 7, -1" 6'-6" 6 -0" 5' -7" 4' -10" 4' -4" 3' -11" 3' -6" 3' -3" B B B B B B 8 8 B B- B B B 16 16 16 16 16 16 16 16 16 16 16 16 16 20 19 19 18 18 18 17 17 '18 18 18 19 19 21 20 20 18 19 19 18 18 - 18 19 19 20 20 22 21 21 20 20 19 19 19 19 20 20 21 21 13' -7 12 -5" 11 =10" 11' -3" 10' -9" 10'-4" 10'-0" 9' -8' 9'-4 "- B'-8" T -10" 7 -1" 6-6". C C D 0 0 D D D 0 D 0 0 18 18 19 19 IS 19 20 20 20 20 20 20 20 21 21 21 20 20 20 20 20 20 20 20 20 20 22 22 22 22 21 21 21 21 21 20 20 20 20 23 23 23 22 22 22 22 22 22 21 21 21 21 9 -3" B -9" 8' -3" 7-6" 6 -11" 6-4" 5 -11" 5-6" 5 -7 4' -7" 4'7-z C C C C C C C C .:c C C 16 16 17 17 17 17 17 17 17 17 17 17 17 OVER= HANG (FT) 0 1' 2' 75' 1' 3.5' 4' 4.5' 5' 6 T 8' 9' 10' 11' TABLE 2,2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 17 13' 14' 15 16' 17' 18' 19' 20' 21' 22' 23' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 4,5' 5' 5.5' 6' 6.5' 7' 7-5' B' 8-5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 5' ,5.5' 6 6.5' 7' 7.5' - 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' WA 5.75' 8.25' 6.75' 7.25' 7.75' 825' 8,75' 9.25' 9.75' 10.25' 10.75' 11.25' 11.75' 1225' 12.75' WA N/A N/A 7 7.5' 8' 83' 9' - 9.5' 10 10.5' - 11' 11.5' 17 12.5' 13' N/A N/A N/A WA 14/A 825' 8.75' 9.25' 9.75' 1025' 10.75' - 11.25' 11.75' 12.25' 12.75' 13.25 N/A N/A N/A N/A N/A N/A 9 9.5' 10' 10.5' 11' 11.5 17 12.5' 13' 13.5' N/A 'N/A N/A N/A N/A WA N/A N/A 10.25' 10.75' 1125 11.75' 1225' 12.75' 1325 13.75' N/A WA N/A - N/A N/A WA N/A N/A WA N/A 113' 17 125' 13' 13.5' 14' N/A WA N/A N/A N/A WA WA N/A WA WA N/A N/A N/A 13.5' 14'' 14.5 N/A N/A N/A N/A WA WA N/A WA N/A WA N/A N/A WA WA N/A N/A 19 19 18 18 18 17 17 17 18 18 18 19 20 20 19 19 19 18 18 18 18 19 19 20 21 21 20 20 19 19 19 19 19 20 20 21 r21 4- 'OST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USINGpBOX BEAM xINNORMALrWIND AREAS TRIB WIDTH (FT) 5.5 6 5.5 7 7.5 B 9 10 12 13 14 15 16 17 X POST SPACING ON SLAB (FT) 17-4" 11'-4" 10' -5" 9 -1" 8'-6" T-6" 6 -9" 6' -7 5'8" 5' -7 4' -10" 4'-6" 4' -3. 4' -0" POST REQ'D FOR SLAB 90 MPH EXPOSURE 8 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 8' -11" 7' -11" 7' -1" 5-11" 5,_1" 4' -9" 4' -5" 3' -11" 3'-6" 3' -Z" 2' -11" 2' -6" A A A A A A 90 MPH EXPOSURE C 4 4.5 5 5.5 6 6.5 7 7.5 10 11 12 13 14 8' -11" T -11" T -1" 6' -5" 5' -11" 4' -9' 4' -S 3' -11" 3'-6" 3' -7 7 -11" - 7-8" 2'-6" A A A A A A A A A A A A A A A A A A A A A A A 0.042'X3 "x8" Header MAX POST SPACING (FT) 17 -5 17-0" 11' -7" 11'-7 10' -9" 10' -5" 9' -10" 9-4" 8' -11' 8' -7 7,,7" T -0" 6-6" 6 -7 5' -9" 10' -5" 9 -1D" 9-4" 8' -11' 8' -7 7 -7" T-0" 6 -6" 6 -7 5' -5" 4' -11" 4' -5" 4' -1 S -9" Attached Structure MIN POST TYPE B B B B B B B B B B B B B B B B B B B B B B B B B FOOTER SIZE "d" (in) 21 21 21 22 22 22 23 23 23 23 23 23 23 23 23 17 17 17 17 18 18 18 18 18 18 18 18 18 18 18 Freestanding or Multispan Units MAX POST LENGTH 8' I 10' I 17 CONSTRAINED FOOTER "4. "4" •4" On) ON On) 22 22 21 22 22 22 23 23 23 23 23 23 23 23 20 20 20 19 19 19 18 18 18 18 18 19 19 20 20 23 23 23 22 22 22 23 23 23 23 23 23 23 23 23 21 21 21 20 20 20 19 19 19 19 19 20 20 21 21 24 24 24 23 23 23 23 23 23 23 23 23 23 24 24 22 22 22 21 21 20 20 20 20 20 20 21 21 22 22 A A A A A A A A A A A A A A A 10' -5" 9' -10" 9'-4" 8' -11" 8' -7 7 -7" 7 -0' 6-6' 62" S -B" 4' -11" 4'-5" 3' -6" B B B B B B B B B B B B B B 17 17 17 17 18 18 18 18 18 18 18 18 18 18 18 20 20 20 19 19 19 18 18 18 18 18 19 19 20 20 21 21 21 20 20 20 19 19 19 19 1s Jr) 20. 21 21 22 22 22 21 21 20 20 20 20 20 20 21 21 22 MAX POST SPACING (FT) 17-7" 17 -1" 16-5" 15'-10" 15' -3" 14' -9" 13' -11" 13' -3" 17 -8" 17 -1" 11' -7" 11• -7' 19 -10" 10 -6" 10' -2" 14,9" 13' -11" 13' -3" 12.8" 17_1" 11' -7' 11'=7 10 -I D' 10 -6- 9-11' 9-5' 8' -11" 8' -7 T -7" Attached Structure MIN POST TYPE B B B B B C C C C C C C D 0 B C C 0 C C C C C 0 0 D D 0 FOOTER SIZE "d. On) 23 24 24 24 25 25 25 26 26 27 27 27 28 2B 29 19 19 19 20 20 20 .20 21 21 21 22 22 22 22 22 Freestanding or Multispan Units MAX POST LENGTH 8' 10' 12' CONSTRAINED FOOTER fin) On) On) 24 24 24 24 25 25 25 26 26 27 27 27 28 28 28 22 21 21 21 21 21 20 21 21 21 22 22 22 22 22 25 25 24 24 25 25 25 26 26 27 27 27 28 28 28 23 23 22 22 22 22 22 21 21 21 22 22 22 22 22 26 26 26 25 25 25 25 26 26 27 27 27 28 28 28 24 24 23 23 23 23 22 22 22 22 22 22 22 22 22 Double 0.032 "x2 "x6.5" Header Attached Structure Freestanding or Multispan Units 0.042 "x3 "x8" Header Double 0.04253 "x8" Header Double 0.032 "x2"x6.5" Header Attached Structure 14' -9' 13' -11" 13' -3" 17-8' 17 -1" 11' -' 11' -2" 10' -10" 19-6" 9 -11" 9,' • 8'"11" 6-7' T -T T-0" B C C C C C C C C D D D D- D 0 19 19 19 20 20 20 20 21 21 21 22 22 22 22 22 22 21 21 21 21 21 20 21 21 21 22 22 22 22 23 23 22 22 22 22 22 21 21 21 22 22 22 22 22 24 24 23 23 23 23 22 22 22 22 22 22 22 22 22 MAX POST SPACING MIN POST TYPE 12' -4" 17 -0" 11' -7" 11' -7 10' -9" 10' -5" 9' -10" 9-4" 8' -11" 8'-6" 8'-0" 6.11" 6' -6" 6-2" A B B B B B B B B B B B FOOTER SIZE .d. (in) 21 21 21 22 22 22 23 23 23 24 24 24 24 24 24 MAX POST LENGTH 8' 10' 12' CONSTRAINED FOOTER (in) (in) On) 21 21 21 22 22 22 23 23 23 24 24 24 24 24 24 22 22 22 22 22 23 23 23 24 24 24 24 24 24 LIVE LOAD (PSF) TRIB 9510TH (FT) 23 23 23 23 22 22 23 23 23 24 24 24 .24 24 24 30 90 MPH 4 4.5 5 5:5 6 6.5 7 7.5 a 9 10 11 12 MAX POST SPACING ON SLAB (FT) POST REQ'D FOR SLAB MAX POST SPACING (FT) MIN FOOTER POST SIZE TYPE "8' On) Freestanding or Multispan Units MAX POST LENGTH 8' 10' 12' CONSTRAINED FOOTER On) (in) (in) Attached Structure MAX POST SPACING (FT) MIN FOOTER POST TYPE SIZE "4' (in) Freestanding or Multispan Units MAX POST LENGTH 8' I 10' I 12' CONSTRAINED FOOTER On) On) (in) Attached Structure Freestanding or Multispan Units MAX POST MIN SPACING POST (Fr) TYPE _ MAX POST LENGTH FOOTER 8' 10' 12' SIZE CONSTRAINED FOOTER "d" On) On) (in) (in) EXPOSURE 6 -0" 5,4" 4' -10" 4'-4" 4' -0" 3' -8" 3' -5" 3, -2" 3'-0" 2' -8" 7 -5" 2' -2" C A A A A A A A A A A A A 90 MPH EXPOSURE C 9'-4" 6'-6" 6' -0" 5' -7" 5' -7 4' -10" 4' -4" 3' -11" 3' -6" 3' -3" B e B B B B B B B B B B B 16 16 16 16 16 16 16 16 16 16 16 16 16 20 19 19 18 18 18 17 17 18 18 18 19 19 21 20 20 19 1s 19 18 18 18 19 19 20 20 22 21 21 20 20 19 19 19 19 20 20" 21 21 13' -2" 12' -5" 11' -10" 11' -3" 10' -9" 10'-4" 10'-0" 9'-8" g_4" 8. -8" 7 -10" 7' -1" 6' -6" C C D D D 0 D 0 D D D 0 18 18 19 19 19 19 20 20 20 20 20 20 20 21 21 21 20 20 20 20 20 20 20 20 20 20 22 22 22 22 21 21 21 21 21 20 20 20 23 23 23 22 22 22 22 22 22 21 21 21 21 7' -6" 6 -11" 6-4" 5-11" 5' -6" 5-7 4' -7" 4' -7 3, -B' 3' -5" B B C C C C C C C C C C C 16 16 17 17 17 17 17 17 17 17 17 17 17 19 19 18 18 18 17 17 17 18 18 18 19 19 TAB 20 20 19 19 19 18 18 18 18 19 19 20 20 LE 2.1 21 21 20 20 19 19 19 19 19 20 20 21 21 10 =5" 9' -10" 8' -11" 8' -6' 7'-5" 6-11' 6' -6" 5-10" 5' -3' 4'-0" B B B B e B B B B B B 17 17 17 17 18 18 18 18 18 18 18 18 18 18 18 19 19 19 19 19 18 18 18 18 18 18 19 19 20 20 21 20 20 20 20 19 19 19 18 19 19 20 20 21 21 21 21 21 21 20 20 20 19 19 20 20 21 21 22 22 _ 10' -5" 9' -10" 9-4" 8' -11" 8' -0" T-5" 6 -11" 6-6" 5' -10" 4,7 4'-4" 4'-0" B B B B B B B B B B B B B B 17 17 17 17 18 18 18 18 18 18 18 18 18 18 18 19 19 19 19 19 18 18 18 18 18 18 19 19 20 20 21 20 20 20 20 19 19 19 18 19 19 20 20 21 21 21 21 21 21 20 20' 20 19 19 20 20 21 21 22 22 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG. OF UNIT 3. DETERMINE WIND AND SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A RAFTER FROM TABLES 1.5 TO 1.12 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE SCO2 -2003 n r- -LJMCC n ucnnr=I2 CAnU TARI ES 7 .1 OR 2.6 THAT HAS 8. 9. 10. FOR SLAB 7. SLAB 8. SLAB 9. 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. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 10.6 USE THE APPROPRIATE DETAILS PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN DETERMINE MAXIMUM SLAB SPACING FROM TABLE 2.1 OR 2.6 USE THE SMALLER OF THE SLAB SPACING OR HEADER-SPACING POST 'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB 40 4 4:5 5 5.5 B 6.5 7 7,5 8 9 10 11 4'-6" 2,7' 7 -5" 7 -3" 2' -0" - 1,_9" A A A A A A A A: A A 7-4" 6 -6" 5' -10" 5'-4" 4' -10" 4' -6" 3' -11" 7 -11" 7 -8" B B B B B B 13 B B B B B 15 15 15 15 15 15 15 15 15 15 15 15 19 18 18 17 17 17 17 17 18 18 18 19 19 19 19 18 18 18 18 18 18 19 19 20 20 20 19 19 19 18 19 19 19 20 20 21 11' -7 10' -B" 1S -3" 9' -9" 9._4" 9' -0" T -10" T-4" 5' -10" 5'-4" 17 17 18 18 18 19 19 19 19 19 19 19. 21 20 20 20 20 " 19 19 19 19 19 19 19 22 21 21 21 21 20 20 20 20 19 19 20 23 22 22 22 22 21 21 21 20 20 20 21 7' -9" 6 -11" 6 -3" 5' -8" 5' -7 4' -9" 4' -5" 4' -r 3' -10" 3' -5" 3,_1" 2' -10" B B B B B 8 B B B B B B 15 15 15- 15 15 15 15 15 15 15 15 15 18 18 17 17 17 17 17 17 18 18 18 19 19 19 1B 18 17 18 18 18 18 19 19 20 20 19 19 19 18 18 19 19 19 20 20 21 110 MPH EXPOSURE C 60 4 4.5 5 5.5 6 8.5 7 7.5 8 2' -2" 2' -0" 1' -10" 1' -9" 1, -7" 1' -6" A A A A A A A A A 9' -4" 8' -8" 7, -s" 7,_1" 6 -6" 6-0" 5,7 4' -10" 18 18 18 18 18 18 18 18 18 21 21 20 20 20 19 19 19 19 22 22 21 21 . 21 20 20 20 20 23 23 22 22 21 21 21 21 21 9-4" T -10" 7 -1" 6 -0" 5' -T 5, -2" 4' -11" 18 18 18 18 18 18 18 18 18 21 21 20 20 20 19 19 19 19 22 22 22 21 21 20 20 20 20 23 23 22 22 22. 21 21 21 21 5' -7 4' -7" 4' -7 3' -9" 3' -7 7 -11" 2' -9" 7' -T B B B B B e B 15 15 15 15 15 15 15 15 15 18 18 17 17 18 18 18 19 19 19 18 18 18 19 19 19 20 20 20 19 19 19 20 20 20 21 21. TABLE 23 Post Requirements for Attached Structures Post Description Max Hgt POST Twin 0.032'X1.5 "x1.5" 8' A Clover 0.024 "x3 "5(3" Alum 12' A 0.024 "Post.with Sideplates 10' A Clover 0.04056°53" Alum 12' Colonial 0.062" Extruded 12' 0 041"X3 "113" Steel Clover 12' 0041'X3'X3' Steel. Clover 8' D E 0.188 "x3 "53" Steel Square 0.168"x4 "x4" Steel Square 15' 18' F G Table 2.5 Square Post Substitutes Circular 0.041 "x3 "x3" 0.188 "x3 "D 0.188 "5(3 "5(3" 0.188 "x4 "D 0.1885c4 "5(4" 0.188 "x5 "D • 0.188'55 "x5" 0.188 "x6 "D TABLE 2.4 Post Requirements for Freestanding Structures Post Description Max POST Height 0.04115353" Steel Clover. 8'. E 0.188 "x3153" Steel Square 15' F D.188 "x4'54" Steel Square 18' G 0.188'5(5"5:5" Steel Square 18 H POST r3.5' SLAB I d- NON - CONSTRAINED CONSTRAINED FOOTER r . 11`)610 �r15I1:1) \�t� `� [tFr P I,< "- iRC S 02 -25 2/15/2004 Page 3 of 34 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING STEEL C BEAMS IN NORMAL WIND AREAS 90 MPH EXPOSURE B 10 (0.105 ") 12 Ga 3"x8" Steel C 17 -0" A Attached Freestanding or 23 32 Structure Muttispan Units LIVE TRIB MAX POST MAX C 24 MAX POST LENGTH LOAD WIDTH POST REQ'D POST MIN FOOTER 17 15 16' (PSF) (FT) SPACING FOR ' SPACING POST SIZE CONSTRAINED FOOTER 24' -7 C ON SLAB SLAB (FT) TYPE "d" "d 1 "d 1 °d" ' 11'-4" A (Fr) C 25 - , (in) (in) (in) (in) 90 MPH EXPOSURE B 10 4 17 -0" A 28' -1" B 23 32 34 35 MAX POST LENGTH 4.5 15' -1" A 27' -1" C 24 32 34 35 TYPE 5 13' -7" A 26-3" C 24 31 33 35 31 5.5 12'-4" A 24' -7 C 24 31 33 34 31 6 11'-4" A 23' -7- C 25 - 31 32 34 30 6.5 10 -5 A 21' -10" C 25 30 32 33 29 7 9' -8" A 21'-4" C 25 30 32 33 28 7.5 9 -7 A 20,10° C 26 30 31 33 28 B 8'-6" A 20' -5" D 26 30 31 33 29 9 T-6" A 18' -9" D 26 29 31 32 - 10 6' -9" A 18' -7 D 27 29 30 32 II 6-7 A 16-8" D 27 28 30 31 12 5' -8" A 1547" D 28 28 29 31 13 5-2" A 15'4' D 28 28 29 30 ' 14 4' -10" A 14' -10" D 28 28 29 31) 15 4'-6" A - 14'4" D 29 29 29 30 16 A 13' -7 0 28 28 28 29 17 4' -0" A 12' -9" D 29 29 29 29. 100 MPH EXPOSURE B 10 4 4.5 5 17' -0" 15' -1' 13'7" A A A 28' -1" 2T -1" 26' -3' B C C 23 24 24 32 32 31 34 34 33 35 35 35 MAX POST LENGTH 5.5 • 12'4" A 24' -7 C 24 31 33 34 TYPE 6 11'4" A 23' -T C 25 31 32 34 31 6.5 10=5' A 21,10° C 25 30 32 33 31 7 . 9' -8' A 21'-4' C 25 30 32 33. 30 7.5 9 -1' A 20' -10' C 26 30 31 33 29 6 8' -6" A 20' -5" D 26 30 31 . 33 28 9 7' -6" A 18'-9' D 26 29 31 32 28 10 6' -9" A 18'1" D 27 29 30 32 29 11 6' -2" A 16'-8" D 27 28 30 31 27 12 5-8" A 16'-0" D 28 28 29 31 13 5' -7 ' A 15'4' D 28 28 29 30 14 4' -10" A 14' -10' D 28 28 29 30 15 4' -6" A 14'4" D 29 29 29 30 ' 16 4' -3' A 13' -7 D 28 28 28 29 17 4-0" A 12'-9" D 29 29 29 29 90 MPH EXPOSURE C 10 - 4 4.5 5 5.5 6 6.5 17 -0" 15' -1" 13' -7' 12 -4" 11'-4' ' 10'-5' A A A A A A 28' -1" 27 -1' 26' -3" 24' -7 23' -7' 21' -10' B C C C C C 23 24 24 24 25 25 32 32 31 31 31 30 34 34 33 33 32 32 35 35 35 34 34 33 MAX POST LENGTH 7 9-8" A -21'4" C 25 30 32 33 TYPE 7.5 9 -1'. A 20' -10" C 26 30 31 33 31 8 8'-8' X 20' -5" D 26 30 31 33 31 9 T-6' A 18'-9" D 26 29 31 32 30 10 6-9" A 18' -1' D 27 29 30 32 29 11 6' 2" A 19-8' D 27 28 30 31 28 12 5' -8° A 16-0" D 28 28 29 31 28 13 5' -7 A 15'4" D 28 28 29 30 29 14 4'-10" A 14' -10' D 28 28 29 30 27 15 4'-6" A 14'4' D 29 29 29 30 16 4'-3 ". A 13' -7 D 28 28 28 29 17 ' 4'-0" . A 17 -9' D 29 29 25 29 100 MPH EXPOSURE C 10 4 1T-0" A 1 28' -1" B 24 33 35 4 5 16 -1" A 2T -1" C 25 33 35 (0.075 ") 14 Ga 3 "x8" Steel C B Attached Freestanding or ' J V' J V m � N N O O W W 4 W Structure Multispan Units MAX 22 - 30 MAX POST LENGTH POST MIN FOOTER 12' 15' 18' SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d "d' "d" "d 23 29 (in) (in) (In) (in) 22' -5" B 21 30 ' J V' J V m � N N O O W W 4 W 33 21' -8" B 22 - 30 33 19' -11" B 22 29 32 19'-4" B 23 29 32 1T -10" B 23 29 32 17' -5" B 23 28 31 16' -11" C 23 .28 31 15 -6" B 23 28 31 15' -0" C 24 27 30 14' -2' C 24 27 30 13 =5" - C 24 27 29 12' -9" C 25 26 29 12' -2" C 25 26 29 11' -1' C 25 25 28 10' -8" C 25 .25 28 10' -3" C 26 26 28 9' -11" C 26 26 28 9 -7" D 26 26 29 27 -5" B 21 30 32 33 21' -8" B 22 30 32 33 19'-11". B - Z2 29 31 32 19 -4" B 23 29 31 32 1T -10" B 23 29 30 32 1T -5" B 23 28 30 31 16-11" C 23 28 30 31 15' -6" B 73 28 29 31 15' -0' C 24 27 29 30 14' -2' C 24 27 29 30 13' -5" C 24 27 28 29 12'-9' C 25 26 28 29 12' -7 C 25 26 27 29 11' -1" C ' 25 25 27 28 10 -8" C 25 25 27 28 10' -3" C 26 26 27 28 9' -11" C 26 26 27 28 9' -7" 0 26 26 28 29 22' -5" 21' -8" 19' -11" 19-4° 17 -10" B B 13 B .B • 21 22 22 -. 23 23 30 30 29 29 29 32 32 31 31 • 30 33 33 32 - 32 32 1T -5" B 23 ' 28 .. 30 31 16' -11" C 23 28 ' 30 31 15' -6" B 23 28 • 29 31 15' -0' C 24 27 29 30 14' -7 C - 24 27 29 30 13' -5" C 24 27 28 29 12' -9" C 25 28 28 29 12' -7 C 25 26 27 29 11' -1" C 25 25 27 28 10 -8" C 25 25 27 28 10' -3" C 26 26 27 28 9-11" C 26 26 27 28 9' -7" D 26 26 28 29 37 27 -5" 37 21' -8" (0.060 ") 16 Ga 3 "x8" Steel C B (0.105 ") 12 Ga 3 "x8" Steel C 29 Attached Structure Freestanding or Multispan Units 18' -0" Attached Structure Freestanding or Mu)tispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d (in) MAX 12' CONSTRAINED "d" (in) POST LENGTH 15' FOOTER I "d" (in) 18' ( (in) "d LIVE LOAD (PSF) TRIB WIDTH (FT) MAX POST SPACING ON SLAB (FD POST REQ'D FOR SLAB MAX POST SPACING (F7) MIN POST TYPE FOOTER SIZE "d" (n) MAX 12' CONSTRAINED "d" (in) POST LENGTH 15' 18' FOOTER " " , (in) n) I d .(In) 90 MPH EXPOSURE B 18' -8" 18' -0' 16' -3" 15' -5' 14' -9" 14' -1" 13' -7" 13' -1" 12' -7" 11' -9" 10-6" 10'-0" 9 -0" 8' -7' 7 -11" T -7' B B B B B B B 8 B B B B C C C C C 20 21 21 21 21 22 22 22 22 23 23 23 23 23 24 24 24 24 29 29 28 28 27 27 27 28 26 26 25 25 24 24 25 25 26 26 31 30 30 29 29 29 28 28 28 27 27 26 • 26 26 26 27 27 28 32 32 31 31 30 30 30 28 29 29 28 27 27 27 27 28 28 29 18' -8" B 20 29 31 32 18' -0" B 21 29 30 32 16' -3" B 21 28 30 31 15' -5" B 21 28 29 31 14' -9' B 21 27 29 30 14' -1" B 22 27 29 30 13' -7" B 22 27 28 30 13' -1' B 22 26 28 29 17 -7 B 22 26 28 25 11' -9" B 23 26 27 29 10'-6' B 23 25 27 28 10' -0" B 23 25 26 27 9' -5" B 23 24 26 27 9 -0" C 23 24 . 26 27 8' -7" C 24 25 26 27 8' -3" C 24 25 27 28 7 -11" C 24 26 27 28 7 -7" C 24 26 - 28 29 18' -8" 18' -0' 16' -3" 15 =5" 14' -9" B B 'B B 'B 20 21 21 21 21 29. 29 28 28 27 3j 30 30- 29 29 32 32 31 31 30 14' -1' B 22 27 ' 29 30 . 13' -7 8 22 27 28 30 13' -1" 8 - 22 26 , 28 29 12' -7 B 22 26 28 29 11' -9" B 23 26 27 29 10' -6" B 23 25 27 28 10'-0' B 23 25 26 27 9 -5" B 23 24 26 27 9'-0" C 23 24 26 27 8' -7 C 24 25 26 ' 27 8' -3" C 24 25 27 28 T -11" C 24 26 27 28 7 -7" C 24 26 28 • 29 23 32 • 33 35 - 16' -8' B 21 30 32 23 31 33 3.5 1B' -fP R 3.7 25 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 T -2" 6'-4" 5' -9" 5' -7 4' -9" 3' -10' 3' -2' 7 -10" 2' -7 90 MPH EXPOSURE C A A A A A A A A A A A A A A 20' -6' 18' -9" 18' -2' 16' -0" 15' -5" 14' -10' 14' -4" 13' -2" 17 -5" 11' -10° 11' -3" 10' -9" 10' -4" 21 21 21 22 22 22 22 23 23 23 23 24 24 24 30 29 29 '28 28 28 27 27 27 26 26 25 25 25 31 31 30 30 29 29 29 29 28 28 27 27 27 26 33 32 32 31 31 30 30 30 29 29 29 28 28 28 (0.075 ") 14 Ga 3 "x8" Steel C Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 12' 15' 18', SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE - "d" "d "d I "d" (in) (n) ((n) 11 (in) (0.060 ").16 Ga 3 "x8" Steel C Attached Freestanding or Structure Multispan Units MAX • MAX POST LENGTH POST MIN FOOTER 12' 15' 18' SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d' "d "d . "d" (in) On) (in) (in) 15' -1" 14' -3" 13' -6" 12' -10' 12' -3" 11' -2' 10' -9" 10'-4" 10' -0" 9'-4" T -11" 19 19 19 20 20 20 20 20 21 21 21 21 22 22 27 27 27 26 26 25 25 25 25 24 24 23 24 24 29 29 28 28 26 27 27 26 26 26 25 25 25 26 30 30 29 29 29 28 28 28 27 27 26 28 26 27 12' -8" 11'-10" 10' -7" 9 -6" 9' -1" 8' -8" 8'4' 8' -0" 7. -5" 6' -11" 6,5" 5' -9" C C C C C C C C C C D D D 18 18 18 18 18 19 19 - 19 19 19 20 20 20 20 26 26 25 25 24 24 24 24 23 23 23 23 24 24 28 27 27 26 26 26 25 25 25 24 24 25 25 26 29 29 28 27 27 27 26 26 26 25 25 26 26 27 25 4 4 -5 5 5.5 6 6.5 7 7.5 8 9 10 1.1 12 13 7 -7 6-4" 5, -9, 5 -7 4, -9' 4' -5" 4' -1" 3' -10" 3'-T 2' -10" 2 -T 2' -4" Z-2" 90 MPH EXPOSURE B A A A A A A A A A A A A A A 20' -6" 18' -9" 18' -2" 116' -9' 16-0' 15' -5" 14' -10" 14'-4" 13' -2" 12' -5" 11' -10" 11' -3" 10' -9" 10'4" 21 21 21 22 22 22 22 23 23 23 23 24 24 24 30 29 29 28 28 28 27 27 27 26 26 25 25 25 31 31 30 30 29 29 29 29 28 28 27 27 27 26 33 32 32 31 31 30 30 30 29 29 29 28 28 28 25' -0° 15' -1" 13'-6" 12' -10" 12' -3" 10' -9" 10'4' 10' -0" 9'4" 7' -11" T -7" 22 20 20 20 20 21 20 21 21 21 22 22 22 22 31 27 27 27 26 26 25 25 25 25 24 24 24 24 33 29 29 28 28 29 27 27 26 26 26 25 25 26 34 30 30 29 29 29 28 28 28 27 27 26 26 15' -1" 14' -3" 13' -6' 17 -10" 12,3" 11' -2" 10' -9' 10'4' 10' -0" 9'4" 7' -11" T -T 19 19 19 20 20 20 20 20 21 21 21 21 22 22 27 27 27 26 26 25 25 25 25 24 24 23 24 24 29 29 28 28 28 27 27 26 26 26 25 25 25 26 30 30 29 29 29 28 28 28 27 27 2B 26 26 27 30 4 4.5 5 5.5 6 6.5 7 7.5 8 10 11 12 0 -0" 5' -4" 4' -10" 4.4" 4, -0" 7 -8" 3'-5" 3' -7 3'_0: 7 -B" 2, -5" 2 -7 A A A A A A A A A A A A 18' -5- 16'-10' 16-1" 15'4" 14' -9" 14' -2" 17 -11' 12'-6" 17 -1" 11' -5" 10' -10" 10' -3" 8,-4" 0 0 E E E E E E E E E E 20 20 21 21 21 22 21 22 22 22 23 23 23 29 28 28 28 27 27 26 26 • 26 26 25 25 24 30 30 29 29 29 29 28 28 27 27 27 26 26 32 31 31 30 30 30 29 29 29 28 28 28 27 13' -10" 13' -0' 17 -4" 11' -1" 10' -T 10' -2" 9-9" T -T 6-10" 18 19 19 19 18 19 20 20 20 20 20 21 21 27 26 26 25 25 25 25 24 24 23 23 23 24 28 28 28 27 27 26 26 26 26 25 24 25 25 30 29 29 28 28 28 27 27 27 26 26 26 11'-6" 10' -2" 8' -T 7 -5" 7 -1" 6' -T C C C C C C C C C D D -D 17 17 17 18 18 18 18 18 18 19 19 19 19 26 25 24 24 24 24 . 23 23 23 22 23 23 24 OVER- HANG (FT) TABLE 2.7 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 0' 1' 7 3' 4' 4.5' 5' B' 7' 8' 9 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 27 23' 4' 4.5' 5' 5_5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 115' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' IS' 10.5' 11' 11.5' 12' 5' , 5.5' 6' ' 66' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' N/A 5.75' 6.25' 6.75 7.25 7.75' 8.25' 8.75' 9.25' 9.75' 10.25' 10.75' 11.25' 11.75' 1225' 12.75' N/A N/A N/A 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 13' N/A N/A WA WA N/A 8.25' 8.75' 9.25' 9.75' 10.25' 10.75' 11.25' 11.75' 12.25' 12.75' 1325' N/A N/A WA N/A N/A N/A 9' 8.5' 10' 10.5' 11' 11.5' 17 12.8 13' 13.5' N/A N/A WA N/A N/A N/A N/A N/A 1015' 10.75' 11.25 11.75' 1225' 1275' 1325' 13.75' N/A WA N/A N/A N/A N/A N/A N/A N/A N/A 11.5' 12' 12.5' 13' . 13.5' 14' N/A N/A N/A WA N/A N/A N/A N/A N/A N/A N/A N/A N/A 13.5' 14' 14.5' N/A N/A WA N/A N/A N/A WA ' - N/A WA N/A N/A WA WA N/A WA N/A 27 26 26 26 25 25 25 24 24 24 24 25 25 28 28 27 27 26 26 26 25 25 25 25 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVE ? 90 MPH EXPOSURE B 4 4.5 5 5.5 6 6.5. 7 7.5 8 9 10 11 12 13 14 8' -11" 7' -11" T -1" 5' -11" 3' -11" 3'-6" 2'-11" 2'-8" 2, -6" A A A A A A A A A A A A A A 20 -10' 19' -1" 18' -5" 17 -0" 16 -5" 15, -9" 15' -2" 14' -8" 14' -3" 12-9" 12,-1" 11'-6" 11,0" 10 -7" C 0 0 D D 0 0 D D D E E E E E 21 21 22 22 22 22 23 23 23 23 24 24 24 25 25 30 29 29 28 28 28 27 27 27 26 26 26 25 25 25 31 31 30 30 30 29 29 29 29 28 27 27 27 27 26 33 32 32 31 31 31 30 30 30 29 29 26 28 28 27 (0.075 ") 14 Ga 3 "x8" Steel C (0.105 ") 12 Ga 3 "x8" Steel C Attached Structure Attached Structure Freestanding or Multispan Units E TRIG MAX POST MAX MIN FOOTER MAX POST LENGTH ID WIDTH POST RED POST MIN FOOTER 17 15' 18' F) (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER On) ON SLAB SLAB (FT) TYPE "d" "d" "4" "d" B (FT) 30 31 33 (in) (n) (In) (n) r . 5.5 12' -4" A 24' -2" C 26 32 34 36 6 11' -4" A 23' -T C 26 32 34 35 6.5 10 -5" A 21' -10" C 26 31 33 35 7 9' -8" A 21'-4" C 27 31 33 34 7.5 9' -1" A 20 -10" C 27 31 33 34 8 8' -6" A 20 -5" D 28 31 33 34 9 T-6" A 18' -9" D 28 30 32 33 10 6 -9" A 18' -1" D 29 30 32 33 11 6' -2" A 16'-8" D 29 29 31 32 12 5'-8" A .16-0" D 29 29 31 32 13 5' -2" A 15'-4" D 30 30 30 32 14 4' -10" A 14' -10" D 30 30 30 31 15 4' -6" A 14'-4" 0 30 30 30 31 16 4, -3" A 13' -2" D 30 30 30 31 17 4' -0" A 17 -9" D 30 30 . 30 30 ? 90 MPH EXPOSURE B 4 4.5 5 5.5 6 6.5. 7 7.5 8 9 10 11 12 13 14 8' -11" 7' -11" T -1" 5' -11" 3' -11" 3'-6" 2'-11" 2'-8" 2, -6" A A A A A A A A A A A A A A 20 -10' 19' -1" 18' -5" 17 -0" 16 -5" 15, -9" 15' -2" 14' -8" 14' -3" 12-9" 12,-1" 11'-6" 11,0" 10 -7" C 0 0 D D 0 0 D D D E E E E E 21 21 22 22 22 22 23 23 23 23 24 24 24 25 25 30 29 29 28 28 28 27 27 27 26 26 26 25 25 25 31 31 30 30 30 29 29 29 29 28 27 27 27 27 26 33 32 32 31 31 31 30 30 30 29 29 26 28 28 27 (0.075 ") 14 Ga 3 "x8" Steel C Post Substitutes Circular Attached Structure Freestanding or Multispan Units MAX 0.188 "x4 "D 0.188'X4 "x4" MAX POST LENGTH POST MIN FOOTER 17 16 18' SPACING POST SIZE CONSTRAINED FOOTER (Ft) TYPE "d" "4" "d" • "d" (n) (n) On) On) 19' -4" B 24 30 32 34 17' -10" B 24 30 31 33 1T -5" B 24 30 31 33 16 -11" C 25 26 31 33 15' -6" B 25 29 30 32 15' -0" C 25 29 30 32 14' -2" C 25 28 30 31 13, -5" C 26 28 29 31 12' -9" C 26 27 29 30 12' -2" C 27 27 29 30 11' -1" C 26 26 28 29 10 -8" C 27 27 28 29 10 -3" C 27 27 28 29 9' -11" C 27 27 28 30 9' -7" D 28 28 29 30 15' -5' 14' -T 13' -10" 13' -2" 12' -T 11' -5" 11' -0" 10' -T 10' -3" 8' -2" C C C C C C C C C D D D D D D 19 19 20 20 20 20 20 21 21 21 21 21 22 22 27 27 26 26 26 25 25 25 25 24 24 24 24 25 29 28 28 28 27 27 27 26 26 26 25 25 26 26 31 30 30 29 29 28 28 28 28 27 27 26 26 27 27 (0.060") 16 Ga 3"x8" Steel C MAX POST SPACING (FT) Attached Structure MIN POST TYPE FOOTER SIZE .d" On) Freestanding or Multispan Units MAX POST LENGTH 17 15' 18' CONSTRAINED FOOTER On) On) (n) (0.105 ") 12 Ga 3'X8" Steel C (0.075 ") 14 Ga 3 "x8" Steel C (0.060") 16 Ga 3 "58" Steel C Attached Structure Freestanding or Multispan Units Attached Structure Freestanding or Multispan Units LIVE LOAD (PSF) TRIB WIDTH (FT) MAX POST SPACING ON SLAB (FT) _ POST REO'D FOR SLAB MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" (in) MAX POST LENGTH 12' 115'_i 18' CONSTRAINED FOOTER "d" "d" I "d" (n) (n) (n) MAX POST SPACING (Fr) MIN POST TYPE FOOTER SIZE "d. (n) MAX POST LENGTH 17 I 15' I 18' CONSTRAINED FOOTER (in) O On) Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" (in) MAX POST LENGTH i7 " 15' 18' CONSTRAINED FOOTER "d" I "d" "4" On) (in) fn) 15' -5" 14' -9" 14' -1" 13' -7" 13' -1" 12 -r 11' -9" 10'-6" 10,0" 9' -0" 8' -3" T -11" 2 -T B B B B B B B B B C C C C C 22 22 23 23 23 23 24 24 24 24 25 25 25 25 26 29 28 28 28 28 27 27 26 26 25 25 26 26 27 27 30 30 30 29 29 29 28 28 27 27 27 27 28 28 29 32 31 31 31 30 30 30 29 29 28 28 29 29 30 30 30 90 MPH 4 4.5 5 5.5 6 6.5 7 7.5 6 9 10 11 12 EXPOSURE 6'-0" 4' -10" 4'-4" 3' -8" 3' -2" 3' -0" 7 -8" C A A A A A A A A A A A 18' -5" 16' -10" 16' -1" 15 -4" 14' -9" 14' -2" 12' -11" 12 -6" 12' -1" 11, -5" 10 -10" 10 -3" 9'-4" D 0 E E E E E E E E E E 20 20 21 21 21 22 21 22 22 22 23 23 23 29 28 28 28 27 27 28 28 26 26 25 25 24 30 30 29 29 29 29 28 28 27 27 27 26 26 32 31 31 30 30 30 29 29 29 28 28 28 27 13' -10" 13' -0" 17 -4" 11' -1" 10' -7" - 10 -2" 9' -9" 9' -5" 8,-1" 6' -to" 18 19 19 19 19 19 20 20 20 20 20 21 21 27 26 26 25 25 25 25 24 24 23 23 23 24 28 28 28 27 27 26 26 26 26 25 24 25 25 30 29 29 28 28 28 27 27 27 26 26 26 26 11' -6" 10' -2" 5' -T 7' -9" 7, -1" e -T C C C C C C C C C D D D D 17 17 17 18 18 18 18 18 18 19 19 19 19 26 25 24 24 24 24 23 23 23 22 23 23 24 TAB 27 26 26 26 25 25 25 24 24 24 24 25 25 LE 2.6 28 28 27 27 26 26 26 25 25 25 25 26 26 90 MPH EXPOSURE C 13'0" 12' -2" 11,5" 10' -3" 9'-9" 9'-4" B' -11" T -T T -1" 6 -8" 5'-8` 5'-4" B B B B B B C C C C C C C C C 18 18 18 18 19 19 19 19 19 20 20 20 20 20 20 26 26 26 25 25 24 24 24 24 23 23 23 24 24 25 28 27 27 26 26 26 25 25 25 24 24 25 25 26 26 29 29 28 28 27 27 27 26 26 26 25 26 26 27 27 90 MPH EXPOSURE C 4 4.5 5 5.5 6 6.5 7 7.5 8 10 11 12 13 14 8' -11" T -11" T -1" 6 -5" 6 -11" 5'-5" 5' -1" • 4, -9" 3' -11" 3' -6" 3' -2" 2' -11" 7-8" 2'-0` A A A A A A A A A A A A A A 20 -10" 19' -1" 18' -5" 17'-0" 16 -5" 15' -9" 15' -2" 14' -8" 14' -3" 52' -9" 17 -1" 11'-6" 11'-9" 10 -7" 9' -8" 21 21 22 22 22 22 23 23 23 23 24 '24 24 25 25 30 29 29 28 28 28 27 27 27 26 26 26 25 25 25 31 31 30 30 30 29 29 29 29 28 27 27 27 27 26 33 32 32 31 31 31 30 30 30 29 29 28 28 28 27 15' -5" 14' -7" 13, -10" 13' -2" 12' -7" 11' -5" • 11' -0' 10' -7" 10' -3" 9, -i" 8' -2" T -9" 7 -5" T -1" C C C C C C C C C D D D D D D 19 19 20 20 20 20 20 21 21 21 21 21 22 22 28 27 27 26 26 26 25 25 25 25 24 .24 24 24 29 29 28 28 28 27 27 27 26 26 26 25 25 26 31 30 30 29 29 28 28 28 28 27 27 26 26 27 27 13, -0" 12' -2" 11'-5" 10 -3" 9' -9" 9-4" 8' -11" 8'-6" T -T T -i• 6`-3" 5'-8" B B B B B B C C C C C C C C 18 18 18 18 19 19 19 19 19 20 20. 20 20 20 26 26 26 25 25 24 24 24 24 23 23 23 24 24 25 28 27 27 26 26 26 25 25 25 24 24 25 25 26 26 29 29 28 28 27 27 27 26 26 26 25 26 26 27 27 GENERAL INSTRUCT ONS FOR THESE TABLES CHOOSE FREESTANDING OR ATTACHED STRUCTURE CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT DETERMINE WIND AND SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) CHOOSE A RAFTER FROM TABLES 1.5 TO 1.12 THAT HAS AD CLEARSPAN FOR YOUR NEEDS. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE SCO2 -2003 CHOOSE A HEADER FROM TABLES 2.1 OR 2.6 THAT HAS ADEQUATE POST SPACING. 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 0/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 10.6 EQUATE 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 2.1 OR 2.6 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 40 4.5 5 5.5 6 6.5 7 7.5 8 10 11 7 -3" A A A A A A A A A A A A 15' -8" 14' -10" 13'-4" 12' -9" 17 -2" 11' -8" 11' -3" 10, -10" 10' -' 8' -11" E E E E E E E E E E E 19 15 19 20 20 20 20 21 21 21 21 22 28 27 27 26 26 26 25 25 25 24 24 24 29 29 28 28 27 27 27 27 27 26 25 25 31 30 29 29 29 28 28 28 28 27 27 26 11' -4" 10' -8" 10 -1" 9' -T 9' -2" 8'-4" T-8" T -5" 6' -11" 5' -10" 0 D 0 D D 0 0 D E E 17 17 18 18 18 18 18 18 19 19 19 19 26 25 25 25 24 24 23 23 23 23 23 23 27 27 26 26 26 25 25 25 24 24 24 25 28 28 27 27 27 26 26 26 25 25 25 26 6 -10" 6 -6" C C C C C 0 0 0 D D D 16 16 16 17 17 17 17 17 17 17 17 17 24 24 23 23 23 23 22 22 22 22 23 26 25 25 24 24 24 24 23 23 24 24 25 27 26 26 26 25 25 25 24 24 25 25 26 110 MPH EXPOSURE C 60 4 4.5 .5 5.5 6 6.5 7 7.5 8 2' -8" 1'-10" 1' -6" A A A A A A A A 18' -5" 16 -10" 16, -1" 15' -4" 14' -9" 14' -2" 17 -11" 12' -E, 12' -1" E E E E E E 23 23 23 24 24 24 24 24 25 31 31 30 30 30 29 29 29 28 33 33 32 32 31 31 30 30 30 35 34 34 33 33 33 32 32 31 9' -2" 8 -7, 7' -9" 7'-4" 6 -11" 6'-8" 6-0" 5' -9" 5' -T 18 18 18 18 19 19 19 19 19 27 26 25 25 25 24 24 24 24 28 27 27 26 26 26 25 25 25 29 28 28 28 27 27 26 26 26 7, -3" 6-8" 6, -3" 5' -6" 5' -2" 4, -11" 4' -T 4, -5" 4' -2" 17 17 17 17 17 17 17 17 17 25 24 24 23 23 23 23 23 24 26 26 25 25 24 24 24 25 25 28 27 27 26 25 25 25 26 26 TABLE 2.8 Post Requirements for Attached Structures Post Description Max Hgt POST Twin 0 032'5(1 :5X1.5" 8' A Clover 0.024 "x3 "X3" Alum 12' A 0.024 "Post with Sideplates 10' A Clober0.040 "X3 "x3" Alum 1 B Colonial 0.062° Extruded 12' C 0.041'x353" Steel Clover 12' D 0.041 "x3 "x3" Steel Clover 8' 0.188 "x35.3" Steel Square 15' 0.188'14"X4" Steel Square 18' G Table 2.10 Square Post Substitutes Circular 0.041'X3 "x3" 0.188'X3 "D 0.188 "x3 "x3" 0.188 "x4 "D 0.188'X4 "x4" 0.188 "x5 "D 0.188'X5 "x5" 0.188 "x6 "D TABLE 2.9 Post Requirements for Freestanding Structures Post Description Max POST Height 0.041 "x3'53" Steel Clover 8' E 0.188 "x3 "x3 "Steel Square 15 F 0.188 "x4 "x4" Steel Square 18 G 0.188 "x5 "x5" Steel Square 18 H N ❑N- CONSTRAINED POST //-35' SLAB FOOTER CONSTRAINED I EXPIRES 02-25 2/15/2004 Page 5 of 34 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING FASCIA IN NORMAL WIND AREAS 90 MPH EXPOSURE B 10 6.5" RF Fascia 17 -0" 15' -1" 13' -7" 12 -4" 11'-4" 10' -5" A A A A A A Attached Freestanding or 21 21 22 22 23 23 21 21 22 22 23 23 Structure Multispan Units LIVE TRIB MAX POST MAX B 24 MAX POST LENGTH LORD WIDTH POST RELIT) POST MIN FOOTER 8' 1 10' 12 (PSF) (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER 10=6" B ON SLAB' SLAB (FT) TYPE "d' d' "d" "d" T-6" A (FT) B 25 25 (in) (in) (in) (in) I 90 MPH EXPOSURE B 10 4 4.5 5 5.5 6 6.5 17 -0" 15' -1" 13' -7" 12 -4" 11'-4" 10' -5" A A A A A A 17 -7" 17-4" 12 -1" 11' -10" 11'-6" 11' -3" A A A A B B 21 21 22 22 23 23 21 21 22 22 23 23 21 21 22 22 23 23 21 21 22 22 23 23 MAX POST LENGTH 7 9' -8" A 11' -0" B 24 24 24 24 7.5 7.5 5' -1" A 10' -9" 8 24 24 24 24 8'-6" 8 8' -6" A 10=6" B 24 24 24 24 A 9 T-6" A 10 -1" B 25 25 25 25 8' -11" , 10 6-9" A 9-8" B 26 26 26 26 25 11 6,2" A 9 -3" B 26 26 26 26 26 12 5' -8" A 8' -11" B 27 27 27 27 26 13 5' -2" A 5-8" B 27 27 27 27 ' 14 4' -10" A 8'-4" C 27 27 27 27 29 15 4 -6" A 8' -1" C - 28 28 28 28 17 16 4' -3" A - T -10" C 28 28 28 28 26 17 4' -0" A T-8' C 28 28 28 28 100 MPH EXPOSURE B 10 4 4.5 5 5.5 17'-0" 15' -1" 13' -7 12'-4" A A - A A 11'-4" 11' -7 11'-0" 17-9" A A A A 20 21 21 22 20 21 • 21 22 20 21 21 22 20 21 21 22 MAX POST LENGTH 6 11'-4" A 10 -7" A 22 22 22 22 7.5 6.5 10' -5" A 10-4" A 23 23 23 23 8'-6" 7 9' -8" A 10 -7 B 23 23 23 23 A 7.5 9' -1" A 9 -11" B 23 23 23 23 8' -11" , 8 8' -6" A 9' -9" B 24 24 24 24 25 9 7'-6" A 9' -5" B 24 24 24 24 26 10 6 -9" A 9 -1" B 25 25 25 25 26 11 6 -7 A 8-9' B 26. 26 26 26 ' 12 5' -8" A 8'fi B 26 26 26 26 29 13 5-7 A 8' -2" B 26 • 26 26 26 17 14 4' -10" A 8' -0" B 27 27 27 27 26 15 4' -6" A T -9" B 27 27 27 27 27 16 4'3" A T-6" C 28 28 28 28 27 17 4' -0" A 7-4" C 28 28 28 28 90 MPH EXPOSURE C 10 4 4.5 5 - 5-5 6 6.5 17'-0" 15' -1" 13' -7" 17-4" • 11'-4• 10' -5" A - A A A A -A 11' -1" 1041" 10 -9" 10 -7 10-4" 15 -7 < < << < <mmmmmm<0a3al 20 25 21 22 22 23 20 20 21 • 22 22 23 20 20 21 22 22 23 20 20 21 22 22 23 MAX POST LENGTH 7 9' -8" A 10-0" 23 23 23 23 (FT) 7.5 9' -1" - A 9-9" 23 23 23 23 24 8 8'-6" A 9 -7" 24 24 24 24 26 9 T-6" A 9 -3" 24 24 24 24 9' -6" 10 6' -9" A 8' -11" , 25 25 25 25 27 11 5 -7 A 5-8" 25 25 25 25 28 12 5-8" A 8'-4" 26 26 26 26 28 13 5' -7 A 8' -1" 26 26 26 26 C 14 4' -10" A 7 -11" 27 27 27 27 C 15 4' -6" A 7-8" 27 27 27 27 29 16 4' -3" A. T-0" 27 27 27 27 26 17 4' -0" A T -3" 28 28 28 28 100 MPH EXPOSURE C 10 4 17-0" A 10-0" A 4.5 15-1" A 8-10" A 2 20 5.5" Extruded Fascia I< < << m m m m m m m m m m c> v 0 01 Attached Freestanding or 21 21 22 22 Structure Multispan Units MAX 23 23 MAX POST LENGTH POST MIN FOOTER 8' 10 12' SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE 'd' "d" "d" I "d" 24 24 On) (in) On) On) 17-8" 17 -5" 12' -2" 11' -11" I< < << m m m m m m m m m m c> v 0 01 21 21 22 22 21 21 22 22 21 21 22 22 21 21 22 22 11' -8" 23 23 23 23 11'-4" 23 23 23 23 11' -1" 24 24 24 24 10' -10" 24 . 24 24 24 10 -7" 24 24 24 24 10 -2" 25 25 25 25 10' -0" 26 26 26 26 9'-4" 26 26 26 26 9' -6" 27 27 27 27 9' -7' 27 27 27 27 8' -5" 27 27 27 27 8, -6" 28 28 28 28 7 -11" 28 28 28 28 T -9" 28 28 28 28 11' -5" A 20 20 20 ry N N.ANA N N N N g N N N N N N NI 11' -3" A 21 21 21 11' -1" A 21 21 21 10' -10" A 22 22 22 10-8" A ' 22 22 22 10' -5" A 23 23 23 10' -3" B 23 23 23 10' -0" B 24 24 24 9 -10" B 24 24 24 9' -6" B 25 25 25 9' -7' B 25 25 25 8' -10" B 26 26 26 8, -6" B 26 26 26 5 =3" B 27 27 27 8'-0" B 27 27 27 T -10" C 27 27 27 7 -7" C 28 28 28 T -5" C 28 28 28 Alaskan Fascia A 6.5" RF Fascia 21 Attached Structure Freestanding or Multispan Units 13' -2' Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT) . MIN POST TYPE FOOTER SIZE "d" On) MAX 8' CONSTRAINED "d" (in) POST LENGTH 10' FOOTER "d" On) 12' "d" On). LIVE LOAD (PSF) TRIB WIDTH (FT) MAX POST SPACING ON SLAB (Fl) POST REQ'D FOR SLAB MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" On) MAX 8' CONSTRAINED "d" On) POST LENGTH 10 FOOTER "d" I (in) 12' "d" On) 90 MPH EXPOSURE B 14' -2" 13' -8" 13' -2" 12 -9" 12 -5" 12,1" 11' -10" 11'-0" 11' -3" 10' -10" 10' -6" 10' -2" 9' -10„ 9' -7" 9, -2" 9' -0" A A A B B B B B 8 B B B C C C C C C 21 22 23 23 23 24 24 25 25 26 26 27 • 27 28 28 29 29 30 21 22 23 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 21 22 23 23 23 24 24 25 25 26 26 27 27 28 28 29 . 29 30. 21 22 23 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 13' -5" A 21 21 21 21 13' -2' A 22 22 22 22 13' -0" A 22 22 22 22 12' -9" B 23 23 23 23 12' -5" B 23 23 23 23 12' -1" B 24 24 24 24 11' -10" B 24 24 24 24 11'-6" 8 25 25 25 25 11'-3" B 25 25 25 25 10 -10" B 26 26 26 26 10'-6" B 26 26 26 26 10' -2" B 27 27 27 27 8' -10" - C 27 27 27 27 9' -7' C 28 28 28 28 9' -3" C 28 25 28 28 9' -0" C 29 29 29 29 8' -9" C 29 29 29 29 8' -' - C 29 29 29 29 11' -2" A 20 20 IART,INN VRPNNNAPA NNNI 20 - 13' -1" A 21 21 21 21 11' -0 ". A - .20 20 20 17 -11" A 22 22 22 22 10' -10" A 21 21 21 17 -9" ' A 22 22 22 22 10'-8" A 22 22 22 17.6" B 23 23 23 - 23 10 -5" A '22 22 ' 22 12' -3" B 23 23 23 23 10' -3" ' A 23 _ 23 23 12'-0" '6 24 24 24 - 24' 10-1" B 23 - 23 23 - 11 -9" 8 24 24 24 ' 24 7 -10" B 23 - 23 23 11' -6" B 25 25 25 25 9' -8" B 24 24 24 - 11' -3" B 25 25 25 25 9' -4" ' B 24 24 24 10 -12 B 26 26 26 26 9 -0" B 25 25 25 10' -6" B 26 26 26 26 8' -9" B 26 26 26 10' -2" B 27 27 27 27 8' -5" B 26 26 26 9' -10" C 27 27 27 27 8' -2" B 26 26 26 9' -7" C 28 28 28 28 7 -11" B 27 27 27 9'-4" C 28 28 28 28 7' -9" B 27 27 27 9' -1" C 29 29 29 29 7'-6" C 28 28 28 8' -10" C ' 29 29 29 29 N/A N/A 28 28 28 8' -7" C 28 29 29 29 20 10' -1" A 20 21 9 -11" A 21 20 '21 20 20 11' -10" 21 21 11'-8" 21 21 22 22 25 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 7 -2" 6'-4" 5' -7 4' -9" 4'-5" 3' -10" 2 -7" 2' -10" 7 -7 • 2-4° 2 -2" 90 MPH EXPOSURE C A A A A A A A A A A A A A A 10' -7" 10' -2" 8' -2" 7' -11" B B B C C C C C C C D D D D 19 20 20 21 21 21 22 22 22 23 23 23 24 24 19 20 20 21 21 21 22 22 22 23 23 23 24 24 19 20 20 21 21 21 22 22 22 23 23 23 24 24 20 20 20 21 21 21 22 22 22 23 23 23 24 24 5.5" Extruded Fascia Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE (in) MAX POST LENGTH 8' 10' 12' CONSTRAINED FOOTER "d" "d" "5" (in) On) (in) Alaskan Fascia Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE (in) 10' -7" 10' -2" 9' -10" 8'-6" 8' -10" 7-6" 7 -2" 6-10" 6-6" 5 -3" B B B C C C C C C C D D D 19 20 20 21 21 22 22 22 22 23 23 24 24 24 19 20 20 21 21 22 22 22 22 23 23 24 24 24 19 20 20 21 21 22 22 22 22 23 23 24 24 24 19 20 20 21 21 22 22 22 22 23 23 24 24 24 MAX POST LENGTH 6 10' 12' CONSTRAINED FOOTER "d- "d "d" (in) (in) (in) 11' -1" 10 -8" 10 "4" 10' -0" 7-9" 9 -6" 9 -3" 8' -10" 6'-4" 7 -11" T -3" 7 -0" B B C C C C C C 0, D D 0 D 0 20 20 21 21 22 22 22 23 23 24 24 24 25 . 20 20 21 21 22 22 22 23 23 24 24 24 25 25 20 20 21 21 22, 22 22 23 23 24 24 24 25 25 20 20 21 21 22 22 22 23 23 24 24 24 25 25 25 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 6'-4" 3' -10" 3' -T 2' -10" 2 -7" 2 -4" 7 -2" A A A A A A A A A A A A A A 10' -7" 10' -2" 9' -9., 9, -6" 8, -9. 8' -5" 8' -7 7' -11" 7' -5" 7' -1" 6'-9" 6' -5" 6 -2" B B C C C C C C C D 0 D 19 20 20 21 21 21 22 22 22 23 23 23 24 24 19 20 20 21 21 21 22 22 22 23 23 23 24 24 1s 20 20 21 21 21 22 22 22 23 23 23 24 24 20 20 20 21 21 21 22 22 22 23 23 23 24 24 10 -T' 10' -2" 9' -10" 9' -2" .8' -15" 8' -6" 7' -6" 7' -2" 6' -10 6'-6" B B C C C C C C C 0 D D D 19 20 20 21 21 22 22 22 22 23 23 24 24 24 19 20 20 21 21 22 22 22 22 23 23 24 24 24 19 20 20 21 21 22 22 22 22 23 23 24 24 24 19 20 20 21 21 22 22 22 22 23 23 24 24 24 11' -1" 10'-8" 10 -4" 10' -0" 7.6" 9' -0" 8' -10" 8'-4" 7 -11" 7 -7" 7 -0" B C C C C C C D D D D D 20 20 21 21 22 22 22 23 23 24 24 24 25 25 20 20 21 21 22 22 22 23 23 24 24 24 25 25 20 20 21 21 22 22 22 23 23 24 24 24 25 25 20 20 21 21 22 22 22 23 23 24 24 24 25 25 90 MPH EXPOSURE B 30 4 6'-0" A 9' -11" B 19 19 19 19 4.5 5'-4" A 9' -7" C 20 20 20 20 5 4' -10" A 9' -1" C 20 20 20 20 5.5 4'-4" A 8' -8" C 20 20 20 20 6 4' -0" A 8`-4" C 21 21 21 21 6.5 3' -8" A 8'-0" C 21 21 21 21 A T-8" C 21 21 21 21 7.5 3' -2" A 7' -5" C 21 21 21 21 A 7' -2" D 22 ' 22 22 22 9 7-8" A 6 -9" D 22 22 22 22 10 7 -5" A 6' -5" 0 22 22 22 22 11 7 -7 A 6-2" D 23 23 23 23 12 ' 7.0" A 5' -11" D 23 23 23 23 10 -0" 8' -9" T -9" 7-8" 6'-10" 6-6" 6' -7 5 -11" B C C C C C C C D D D D 0 19 20 20 20 21 21 21 21 22 22 22 23 23 19 20 20 20 21 21 21 21 22 22 22 23 23 19 20 20 20 21 21 21 21 22 22 22 23 23 19 20 20 20 21 21 21 21 22 22 22 23 10' -6' 10' -1" 9' -5" 9.7 8' -11" 8,-4" 8, -1" 7-8" 7 -3" 6 -1y, 6 -7" 19 20 20 21 21 22 22 22 22 23 23 24 24 19 20 20 21 21 22 22 22 22 23 23 24 24 19 20 20 21 21 22 22 22 22 23 23 24 24 18 20 20 21 21 22 22 22 22 23 23 24 24 OVER- HANG TABLE 3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) (FT) 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' '22' 23' b N 4' 45' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5 9' 9.5' 10' 10.5 11' 11.5 4.5' . 5 5.5 6' 65' 7' 7.5' 8' 8.5' 9' 9.5' 10 10.5' 11' 11.5' 12' 5' 5.5' 6 6.5' 7' 7.5' 8' 6.5' 9 9.5' 10' 10.5' 11' 11.5' 12' 125' NIA 5.75' 6.251 6.75' 7.25' 7.75' 8.25' . 8.75' 9.25' 9.75' 1025' 10.75' 11.25' 11.75' 12.25' 12.75' N/A WA N/A 7' 7.5' 8' 8.5' 9' 9.5' 10 10.5' 11' 11.5' 12' 12.5' 13' N/A N/A N/A N/A N/A 8.25' 8.75' 9:25' 9.75' 10.25' 10.75 11.25' 11.75' 12.25' 12.75' , 13.25' N/A N/A N/A N/A N/A N/A 9 8.5 10' 10 -5 11' 11.5 12 125' 13' 13.5' N/A N/A N/A N/A N/A N/A WA N/A 10.25' 10.75' 11.25 11.75' - 12.25' 12.75' 13.25' 13.75' N/A N/A WA N/A N/A N/A WA WA N/A N/A 11.5' 17 12.5' 13' 13.5' 14' N/A N/A N/A N/A N/A N/A N/A N/A N/A - WA N/A WA WA 13.5' 14' 145' N/A N/A N/A N/A N/A WA N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 'OST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING 90 MPH EXPOSURE B. 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 8' -11" 7' -11" 7' -1" 6 -5" 5' -11" 5' -5" 5. -1" 4' -5" 3' -11" 3' -6" 3' -2" 2' -11" 2-8" 7 -6" A A A A A A A A A A A A A A A 90 MPH EXPOSURE C 10' -9" 10' -4" 9' -11" 9, -0" 8'-4" 7' -7" 6' -11" 6 -7" 6'-4" 6 -1" B B B B B B B C C C C C C D 20 20 21 . 21 21 22 22 22 22 23 23 24 24 24 25 20 20 21 21 21 22 22 22 22 23 23 24 24 24 25. 20 20 21 21 21 22 22 22 22 23 23 24 24 24 25 20 20 21 21 21 22 22 22 22 23 23 24 24 24 25 - -- - -- - - -- 5.5" Extruded Fascia Post Description 6.5" RF Fascia Freestanding or Attached Structure Freestanding or Multispan Units = TRIB MAX POST MAX MAX POST LENGTH POST MAX POST LENGTH D WIDTH POST. RECTO POST MIN FOOTER 8' 10' 17 3 (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER (in) ON SLAB SLAB (FT) TYPE "d" "d" "d" "d" 22 (FT) A 23 _ (in) (in) (in) (in) 5.5 17-4" A 9' -6" A 22 22 . 22 22 6 11'-4" A 9' -4" A 23 23 23 23 6.5 10' -5" A 9' -2" A 23 . 23 23 23 7 9'-8" A 9' -0" A 23 23 23 23 7.5 9 -1" A 8' -10" A 24 24 24 24 8 8'-6" A 6 -8" B 24 24 24 24 9 7-6" A 8' -5" 8 25 25 25 25 10 6 -9" A 8' -1" B 26. 26 26 28 11 6 -2" A 7' -10" B 26 26 26 26 12 5' -8" A T -7' 8 27 27 27 27 13 5 -2" A 7 -5" B 27 27 27 27 14 4' -10" A 7' -2" B 27 27 27 27 15 4' -6" " A 7' -0" B 28 28 28 28 16 4 -3" A 6'-10" B 28 28 28 28 17- 4'-0" A . 6' -8" B 28 28 28 28 90 MPH EXPOSURE B. 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 8' -11" 7' -11" 7' -1" 6 -5" 5' -11" 5' -5" 5. -1" 4' -5" 3' -11" 3' -6" 3' -2" 2' -11" 2-8" 7 -6" A A A A A A A A A A A A A A A 90 MPH EXPOSURE C 10' -9" 10' -4" 9' -11" 9, -0" 8'-4" 7' -7" 6' -11" 6 -7" 6'-4" 6 -1" B B B B B B B C C C C C C D 20 20 21 . 21 21 22 22 22 22 23 23 24 24 24 25 20 20 21 21 21 22 22 22 22 23 23 24 24 24 25. 20 20 21 21 21 22 22 22 22 23 23 24 24 24 25 20 20 21 21 21 22 22 22 22 23 23 24 24 24 25 - -- - -- - - -- 5.5" Extruded Fascia Post Description Attached Freestanding or Structure Multispan Units MAX 8' E MAX POST LENGTH POST MIN FOOTER 8' 10' 17 SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d" "d" "d" "d" (in) (in) (in) (in) 9' -7" A 22 22 22 22 9 -6 A 23 23 23 23 9-3" A 23 23 23 23 9 -1" A 24 24 24 24 6 -11" A 24 24 24 24 8' -9" B 24 24 24 24 8' -5" B 25 25 25 25 8' -2 B 26 26 26 26 T -11" B 26 26 26 26 7 -8" B 27 27 27 27 T-5" B 27 27 27 27. 7'-3" B 27 27 27 27 T -1" B 28 28 28 28 6 -10" B 28 . 28 28 28 6'-8" B 29 29 29 29 Alaskan Fascia 10 -9" 10-4" 10 -0" 9 -8" 8' -9" 6' -2" 7'-0" 6 -8" 6 -S 6 -7 B B B B B B C C c C C C C C D 20 20 21 21 21 22 22 22 22 23 23 24 24 24 25 20 20 21 21 21 22 22 22 22 23 23 24 24 24 25 20 20 21 21 21 22 22 22 22 23 23 24 24 24 25 20 20 21 21 21 22 22 22 22 23 23 24 24 24 25 Attached Structure Freestanding or Multispan Units 6.5" RF Fascia Attached Structure Freestanding or Multispan Units 5.5" Extruded Fascia Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT) MIN POST TYPE 11'-3" 11' -1" 10' -10" 10 -8" 10 -6" 10' -3" 9' -11" 9'-6" 8' -11" 8' -7" 8'-4" 7 -11" 7'-6" A A B B B B B B B B B C C C C FOOTER SIZE "d" (in) 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 MAX POST LENGTH 6 10' 17 CONSTRAINED FOOTER (n) (in) (n) 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 LIVE LOAD (PSP) TRIG WIDTH (FT) 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 90 MPH 30 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 MAX POST SPACING ON SLAB (FT) POST REO'D FOR SLAB MAX POST SPACING (Fr) MIN POST TYPE FOOTER SIZE (in) MAX POST LENGTH 8' f 10' 12' CONSTRAINED FOOTER "d" "d" "d" On) (N 6n) MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" (in) MAX POST LENGTH 8' 10' 17 CONSTRAINED FOOTER "d. "d" "d. On) (n) (in) Alaskan Fascia Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT-) MIN POST TYPE FOOTER SIZE (n) MAX POST LENGTH 8' 10' 12' CONSTRAINED FOOTER "d" I "d" "d" (in) (in) (in) EXPOSURE 6 -0" 5' -4" 4' -10" 3. -5" 2 -2" C A A A A A A A A A A. A A A 90 MPH EXPOSURE C 9' -11" 9 -7" 9 -1" 8'-8" 6-4" 8'-0" T -8" 7 -5" 7 -2" 6-9" 6 -5" 6 -2" 5' -1'L B C C C C C C C D D D D 19 20 20 20 21 21 21 21 22 22 22 23 19 20 2D 20 - 21 21 21 21 22 22 22 23 23 19 20 20 20 21 21 21 21 22 22 22 23 23 19 20 20 20 21 21 21 21 22 22 22 23 23 10' -0" 9' -7" 7' -6" 7 -3" 6 -10" 6'-6" 5' -11" B C C C C C C C D D D D D 19 20 20 20 21 21 21 21 22 22 22 23 23 19 20 20 20 21 21 21 21 22 22 22 23 23 19 20 20 20 21 21 21 21 22 22 22 23 23 19 20 20 20 21 21 21 21 22 22 22 23 23 10 -6" 10,1" 8' -11" 7. -8" 6-11" 6 -7" C C C C C D D D D 0 D D 19 20 20 21 21 22 22 22 22 23 23 24 24 19 20 20 21 21 22 22 22 22 23 23 24 24 TAB 19 20 20 21 21 22 22 22 22 23 23 24 24 LE 3.1 19 20 20 21 21 22 22 22 22 23 23 24 24 11' -3" 10' -10" 10-6" 10 -2 9' -10" 9'-7" B'$ 9' -2" 9' +0" 8' -T 8' -2" 7 -9" 7-2" 6 -11" B B B B B C C C C C C D D 0 0 20 20 21 21 22 22 23 23 23 24 24 25 25 25 26 20 20 21 21 22 22 23 23 23 24 24 25 25 25 26 20 20 21 21 22 22 23 23 23 24 24 25 25 25 26 20 20 21 21 22 22 23 23 23 24 24 25 25 25 26 4 4.5 5 5.5 6 6.5 7 7.5 8 s 10 11 12 13 14 B' -11" 7 -11" 7 -1" 6 -5" 5' -11" 5' -1 ". 4'-5" 3' -11" 2-11- 7 -8" A A A A A A A A A A A A A A A 10' -9" 10' -4" 9-11" 9'-4" 8'-4" 8' -1" T -7" 6 -11" 6 -1" B B B B B B B c c C C C C 0 20 20 21 21 21 22 22 22 22 23 23 24 24 24 20 20 21 21 21 22 22 22 22 23 23 24 24 24 25 20 20 21 21 21 22 22 22 22 23 23 24 24 24 25 20 20 21 21 21 22 22 22 22 23 23 24 24 24 25 10 -9" 104" 10,-0" 9' -8" 9 -5" 8'-5" 8' -2 7-8" T-4" 7-0" 6-8" 6 -2" a B B B 0 B c c d C C C C C 20 20 21 21 21 22 22 22 22 23 23 24 24 24 25 20 20 21 21 21 22 22 22 22 23 23 24 24. 24 20 20 21 21 21 22 22 22 22 23 23 24 24 24 25 20 20 21 21 21 22 22 22 22 23 23 24 24 24 11' -3" 10' -10" 10' -8" 10 -2" 9 -10" 9 -T 9 -5" 9' -2" 9-0" 8' -7" 8' -7 r -5' T -2 6 -11' B B B B B c C C c C C 0 D D D 20 20 21 21 22 22 23 23 23 24 24 25 25 25 26 20 20 21 21 22 22 23 23 23 24 24 25 25 25 20 20 21 21 22 22 23 23 23 24 24 25 25 25 26 20 20 21 21 22 22 23 23 23 24 24 25 25 25 26 GENERAL INSTRUCT OHS 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 1.4 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2, 3.7 OR 3.12 CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE SCO2 -2003 r- canner= .e LicencP7 00081 TART FS 3.1. 3 -6 OR 3.11 THAT HAS 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE PO FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4, 3.9 OR 3.14. 9. FIND THE 0/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 10.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. DE ERMINE MAXIMUM SLAB SPACING FROM TABLE 31, 3.6 OR 3.11 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 ST IF THE HEIGHT IS NOT SUFFICIENT 40 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 4' -6" 2' -7" 2'-0" A A A A A A A A A A A A 110 MPH D(POSURE C 8' -10" 8'-4" 7 -11" 7-6" T -2" 6 -11" 6 -8" 6 -5" 6 -3" 5' -11" 6-4" C C C C D 0 D D 0 0 D D 18 19 19 19 20 20 20 20 21 21 21 18 19 19 19 20 20 20 20 21 21 21 18 19 19 19 20 20 20 20 21 21 21 22 19 19 19 19 20 20 20 20 21 21 21 6' -11" 7 -0" 6'-4" 5' -11" 5'-4" C C C C D D D 0 D 0 0 D 18 19 19 19 20 20 20 20 21 21 21 22 18 19 19 19 20 20 20 20 21 21 21 22 18 19 19 19 20 20 20 20 21 21 21 22 18 19 19 19 20 20 20 20 21 21 21 22 8' -10" 7-6' T -3" 7 -0" C C D D D D D 0 D E E 19 19 20 20 20 21 21 21 21 22 22 23 18 19 20 20 20 21 21 21 21 22 22 23 19 19 20 20 20 21 21 21 21 22 22 23 19 19 20 20 20 21 21 21 21 22 22 23 60 4 4.5 5 5.5 6 6.5 7 7.5 5 7 -2" 1' -10" A A A A A A A A A 9 -1" 8' -11" 9 -10" 8'-8" 8'-4" 8-0" T -8" T -5" T -7 0 E E E E E E E 21 22 22 23 23 23 24 24 24 21 22 22 23 23 23 24 24 24 21 22 22 23 23 23 24 24 24 21 22 22 23 23 23 24 24 24 7' -3" 6' -10" 6' -6" 6 -2" 5' -11" 5, -9" 5' -6" 5'-4' 5' -2" 19 20 20 20 21 21 21 21 22 19 • 20 20 20 21 21 21 21 22 19 20 20 20 21 21 21 21 22 19 20 20 20 21 21 21 21 22 6' -11" 5' -1.1" TABLE 3.3 Post Requirements for Attached Structures. Post Description Max Hgt POST Twin 0.032 "51.5 "x1.5 " 8' A Clover 0.024 "x3"x3" Alum 12' 0.024 "Post with Sideplates Clover 0,040"x3"x3" Alum 10' 12' A B Colonial 0.062" Extruded 12' C 0.041 "X3"x3" Steel Clover 12' D 0.041 "x3"3" Steel Clover. 8' E 0.188 "x3 "x3" Steel Square 0.188 "x4"x4" Steel Square 15' 18' F G Table 3.5 Post Substitutes Square Circular 0.041 "x3 "x3" 0.188"x3"D 0.188'X3 "x3" 0.188"x4 "D 0.188 "x4 "x4" 0.188"x5 "D 0.188 "x555" 0.188 "x6"D TABLE 3.4 Post Requirements for Freestanding Structures Post Description Max POST Height 0.04153'X3" Steel Clover 8' E 0.188'X3 "3" Steel Square 15 F 0.188"x4"x4" Steel Square 18' G 0.188'55 "x5" Steel Square 18' H POST 3.5' SLAB °'-a NON - CONSTRAINED CONSTRAINED FOOTER D D D D D E E E 20 20 21 21 21 22 22 22 22 20 20 21 21 21 22 22 22 22 20 20 21 21 21 22 22 22 22 20 20 21 21 21 22 22 22 2/15/2004 Page 7 of 34 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING FASCIA IN NORMAL WIND AREAS 90 MPH EXPOSURE B 10 Newport Fascia Beam 17-0" 15' -1" 13' -7" 17-4" A A A A Attached Freestanding or 22 23 23 24 25 25 25 25 Structure Multispan Units LIVE TRIG MAX POST MAX B 24 MAX POST LENGTH LOAD WIDTH POST REO'D POST MIN FOOTER 8' 10' 12' (PSF) - (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER 11' -11" B ON SLAB SLAB (FT) TYPE "d" "d" I "d" 'V" 9' -1" A (FT) B 24 On) (in) (m) (in) I 90 MPH EXPOSURE B 10 4 4.5 5 5.5 17-0" 15' -1" 13' -7" 17-4" A A A A 15-0" 14' -8" 14' -3" 13' -10' , A A B B 22 23 23 24 25 25 25 25 27 27 26 26 28 28 28 27 21 6 11'-4" A 13' -6" B 24 25 26 27 22 6.5 10' -5" A 12' -10" B 24 24 26 27 10' -4" 7 9' -8" A 11' -11" B 24 24 25 26 23 7.5 9' -1" A 11' -7 B 24 24 25 26 - 24 8 8'-6' A 10'-6" B 24 24 24 26 9' -1" 9 7'-6" A 0-4" B 24 24 24 25 26 10 6' -9" A 8' -5" B 24 24 24 24 • 11 6' -2' A 7' -8" B 24 24 24 24 T-8" 12 5' -8" A 7' -0" B 24 24 , 24 24 27 13 5' -2" A 6' -6" B 24 24 24 24 29 14 4' -10" A 6' -0" B 24 24 24 24 30 15 4' -6" A 5' -8" B 25 25 25 - 25 30 16 - 4' -3" A 5' -3" B , _ 25 25 25 25 30 17 4-0' A 5'-0" B 25 25 25 .25 100 MPH EXPOSURE B 10 4 4.5 . 5 5.5 6 17 -0" 15 -1" 13' -7 12'-4" 11'-4" A A A A A 13'-6' 13' -3" 13' -0" - 12-8" 17 -5" A A A B B 21 22 22 23 23 25 25 24 24 24 26 26 26 26 25 27 27 27 27 27 21 6.5 10' -5" A 12' -1" B 24 24 25 27 22 7 9' -8" A 11' -9" B 24 24 25 26 10' -4" 7.5 9' -1" A 11' -7 B 24 24 25 26 23 8 8' -6" A 10'-6" - B 24 24 24 26 - 24 9 7' -6" A 9' -4" B 24 24 24 25 9' -1" 10 6 -9" A 8' -5" 8 24 24 24 24 26 11 6 -7' A T -8" B 24 24 24 24 • 12 5' -8" A 7' -0" B 24 24 24 24 T-8" 13 5' -2" A 6-6" B 24 24 24 24 27 14 4' -10" A 6 -0" B 24 24 24 24 29 15 4 -6" A 5'-8" B 25 25 25 25 30 16 4' -3" A 5'- -3" B 25 25 25 25 30 17 4' -0" A 5'-0' B 25 25 25 25 90 MPH EXPOSURE C 10 4 4.5 5 5.5 6 65 17-0" 15' -1" 13' -7" 12' -4" 11'-4" 10' -5" A A A A A A 13' -3" 13'-0" 17 -9" 12-6" 12' -2" 11 -11" A A A B .13 - 13 21 22 22 23 23 24 ' 25 24 24 24 24 24 26 26 26 26 25 25 27 27 27 27 27 26 21 7 9' -8' A 11' -7" - 8 24 24 25 26 22 7.5 9-1" A 11' -2' B 24 24 25 26 10' -4" 8 8' -6" A 10'-6" B 24 24 24 26 23 9 T -6' A 9'4" B 24 24 24 25 - 24 10 6' -9" A 8' -5" B 24 24 24 24 9' -1" 11 6' -2" A T -8" B 24 24 24 24 26 12 5-8" A 7'-0" B 24 24 24 24 26 13 5' -2" A 6 -6" B 24 24 24 24 T-8" 14 4' -10" A 6-0" B 24 24 24 24 27 - 15 4' -0" A 5'-8" 8 25 25 25 25 29 16 4' -3" -A 5' -3" B 25 25 25 25 30 17 4' -0" A 5' -0" B 25 25 25 25 100 MPH EXPOSURE C California Fascia Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" On) _ MAX POST LENGTH 8' 10' 12' CONSTRAINED FOOTER "d" "d. "d" (in) (in) I (in) Classic Fascia Attached Structure Freestanding or Multispan Units Newport Fascia Beam A tached Structure MAX POST SPACING (FT) MIN POST 'TYPE FOOTER SIZE "d" On) MAX POST LENGTH 8' 10' - 12' CONSTRAINED FOOTER (in) (in) (in) LIVE LOAD (PSF) TRIB WIDTH (FT) MAX POST SPACING ON SLAB (FT) POST REO'D FOR SLAB MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE (in) Freestanding or Multispan Units MAX POST LENGTH 8' 10' 12' CONSTRAINED FOOTER (in) On) (in) 90 MPH EXPOSURE B 17 -7" 12'-4" 12' -1" 11' -9" 11' -5" 11' -2" 10' -10" 10' -7" 10-5" 10'-0" 9-7" T -10" T -r A A A B B B B B B B B 8 B B C C 21 21 22 22 23 23 24 24 24 25. 26 26 26 27 27 27 28 28 21 21 22 22 23 23 24 24 24 25 26 26 26 27 27 27 28 28 21 21 22 22 23 23 24 24 24 25 26 26 26 27 27 27 28 28 21 21 22 22 23 23 24 24 24 25 26 26 26 27 27 27 28 28 11'-4" A 20 20 20 - 21 11' -2" A 21 21 21 21 11' -0" A 21 21 .. 21 21 10' -9" A 22 22 22 22 10' -7" A 22 22 22 22 10' -4" A 23 23 23 23 10 -2" B 23 23 23 23 9' -11" B 1 23 23 23 23 9' -9" 8 - 24 24 24 24 9' -5" B 24 24 24 24 9' -1" B 25 25 25 25 8' -9" B 26 26 26 26 8'-6" B 26 26 26 26 8' -2" B 26 26 26 26 7 -11" B 27 27 27 27 T-8" B 27 27 27 - 27 T-6" C 27 27 27 27 7 -3" C 28. 28 28 28 16 -3" 15-8" 15' -1" 14'-8" 14' -3" 13' -11" , 13' -r 13' -3" 13' -0" 12 -6" 17 -1" 19'-8" 11' -4" 11' -1" 10' -9" 10' -r 10-4" 10 -i" A B B B B B B B B B C C C C C C D 22 23 24 24 25 25 25 26 26 27 28 28 29 29 30 30 31 31 22 23 24 24 25 25 25 26 26 27 28 28 29 29 30 30 31 31 23 24 24 25 25 25 26 26 27 28 28 29 29 30 30 31 31 24 24 24 24 25 25 25 26 26 27 28 28 29 29 30 30 31 31 15'-6" A - 22 22 22 23 15' -3" B 23 23 23 23 15' -0" B 23 23 23 23 14--8" 13 24 24 24 24 14' -3" B 25 25 25 25 13' -11" B 25 25 25 25 13' -7" B 25 25 25 25 13' -3" B 26 26 26 26 13'-0" 8 26 26 26 26 12' -6" B 27 27 27 27 12' -1" C 28 28 28 28 11' -8" C 28 28 28 28 11'-4" C 29 29 29 29 11' -1' C 29 29 29 29 10'-9" C 30 30 30 30 10' -7 -C 30 30 30 30 104" D 31 31 31 31 10' -1' D 31 31 31 31 11' -1" 10' -11" 10'-9" 10 =7" A A A A 20 20 21 22 20 20 21 22 20 20 21 22 21 20 - 21 22 15 -2" 14' - -11" 14' -8" 14' -5" N 11 N N N N N N N N N N N N M M ,71' 4< m -m 'm m m R 'm CO U U U U U U O CI Z2 23 23 24 22 23 23 24 23 23 23 ' 24 10' -5" A 22 22 22 22 14' -2" 25 25 25 10' -2" A. 23 23 23 23 13' -11" 25 25 25 10' -0' B 23 23 23 23 13' -7' 25 - 25 25 9' -10" B 23 23 23 23 12-3" 26 26 26 9' -7" B 24 24 24 24 13' -0" 26 26 26 9' -3" B 24 24- 24 24 17 -6" 27 27 27 8' -11" B 25 25 25 25 17 -1" 28 28 28 8'-8" B 25 25 25 25 11'-8' 28 28 28 8' -5" 8 26 26 26 26 11'-4" 29 29 29 8' -7 B 26 26 26 26 11' -1" 29 29 29 7' -10" '8 27 27 27 27 10' -9" 30 30 30 7-7" B 27 27 27 27 10 -6" 30 .. 30 30 T -5" C 27 27 27 27 10' -2" - 30 -. 30 30 7 -2 " C 28 28 28 28 9-11' 31 - 31 31 10 4 17-0" A 11' -11" A 21 25 4.5 15 -1" A 11' -9" A 22 25 26 28 10'-0" 26 27 9' -10" 20 20 20 21 13' -8" 21 21 21 21 13' -5" 22 22 71 9 24 25 4 4 -5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 T -2" 6-4" 4' -9" 3' -10" 7 -10" 7-4" 2' -2" 90 MPH EXPOSURE C A A A A A A A A A A A A A A 10' -0' 8' -11" T-4" 6 -2" 6-4" 4, -0" B 8 B B B B B B B B B B B B 19 19 19 19 19 19 19 19 19 19 19 19 19 19 23 22 22 21 21 20 20 20 19 19 19 19 19 19 24 23 23 22 22 21 21 21 20 20 19 19 19 19 25 25 24 23 23 22 22 22 21 21 20 20 19 20 California Fascia Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" (in) MAX POST LENGTH 8' 'I 10' 12' CONSTRAINED FOOTER "d" "d• "d" On) (m) On) 10' -3" 9-10" 9.4" 8' -11" 8'-6 7 -11" 7 -0" 6-7" 5' -10" B - B B B C C C C C C C D D D 19 20 20 20 21 21 21 22 22 22 23 23 23 24 19 20 20 20 21 21 21 22 22 22 23 23 23 24 19 20 20 20 21 21 21 22 22 22 23 -23 23 24 20 20 20 20 21 21 21 22 22 22 23 23 23 24 Classic Fascia Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE (in) MAX POST LENGTH 8' 10' 17 CONSTRAINED FOOTER "0" "5 "C _I (n) (in) (in) 17 -9" 12,9 11' -10' 11' -6" 11' -2" 10' -11" 10.7" 10 -5" 10' -7' 9'4" 8' -11" C C C C C 0 D D D D 0 E E E 21 21 22 22 23 23 23 24 24 25 25 26 26 26 21 21 22 22 23 23 23 24 24 25 25 26 26 26 21 21 22 22 23 23 23 24 24 25 25 26 26 26 22 22 22 22 23 23 23 24 24 25 25 26 26 26 25 4 4.5 5 5.5 6 6.5 7 7.s 8 9 10 11 12 13 T -2" 3' -15" 3' -7 7 -10' 7 -7" 2'-4" 90 MPH EXPOSURE B A A A A A A A A A A A A A A 10'-0" 8' -11" 8. -0" 7'-4- 6 -8" 6' -2" 5'-9 4' -0" 3'-4" B B B B B B B 8 B B B B B B 19 19 19 19 19 19 19 19 19 19 19 19 19 19 23 22 22 21 21 20 20 20 19 19 10 19 19 19 24 23 23 22 22 21 21 21 20 20 19 19 19 19 25 25 24 23 23 22 22 22 21 21 20 20 19 20 10' -3" 9' -10' 8' -11" 8' -6" 7 -11" T -5" 6' -r 6-4" 6 -0" 5' -10" B B B C C C C C C C 0 D 19 20 20 20 21 21 21 22 22 22 23 23 23 24 19 20 20 20 21 21 21 22 22 22 23 23 23 24 19 20 20 20 21 21 21 22 22 22 23 23 23 24 20 20 20 20 21 21 21 22 22 22 23 23 23 24 9-10" 9'-4" 8' -11" 8'-6" 8' -7 7 -11" T -8" 6'4" 5' -10" B B B B C C c C C C C D D D 19 20 20 20- 21 21 21 22 22 22 23 23 23 24 19 20 20 20 21 21 21 22 22 22 23 23 23 24 20 20 20 20 21 21 21 22 22 22 23 23 23 24 21 21 21 20 21 21 21 22 22 22 23 23 23 24 30 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 4' -10" 4,4" 4'-0' 3' -8" 7-8" 7 -7 7 -0" A A A A A A A A A A A A A 8'-4" 6 -8" 6 -1" 5'-r 5' -2" 4' -10" 4' -6" 4' -2" 3' -9" 3'-4" 2 -10" B B B B B B B B B B B B B 18 18 18 18 18 - 18 18 18 18 18 18 18 18 22 21 21 20 20 19 19 19 18 18 18 18 18 23 22 22 21 21 21 20 20 20 19 18 18 19 24 24 23 22 22 22 21 21 20 20 19 19 19 9' -6" 9' -0" 8' -6" 8' -2" 7 -9" 7 -3" 7 -0" 6 -9" 6-4" 6-0" 5' -9" 5'-6" B B C C C C C C C D D D 19 19 19 20 20 20 21 21 21 .22 22 22 19 19 19 20 20 20 21 21 21 22 22 22 23 19 19 19 20 20 20 21 21 21 22 22 22 23 20 19 19 20 20 20 21 21 21 22 22 22 23 12' -0' 11' -7" 11' -2" 10' -10" 10' -6' 10 -3" 10' -0" 9. -9" 9' -6" 8• -0" 8' -6" OVER- HANG (FT) TABLE 3.7 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT)- - a 1' 7 26 3' 3.5 4. 4.5 5' 6 T 9' 10' 11' 17 13' 14' 15' 16' 17' 18' 19' 20' 21' 4' 4.5' 5' 5.5' 6 6.5' T 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 4.5' 5' 55' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 5' 5.5' 6 6.5' 7' 7.5' 8' B.S 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' N/A 5.75' 6.25' 6.75' 7.25' 7.75' 8.25' 8.75' 9.25' 9.75' 10.25' 10.75' 11:25' 11.75' 12.25' 12.75' WA N/A N/A 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 17 12,5' 13' N/A N/A N/A N/A N/A 8.25' 8.75' 9.25' 9.75' 10.25' 10.75' 11.25' 11.75' 1225' 12.75' 13.25' WA N/A WA N/A WA WA 9' 9.5' 10' 10.5' 11' 11.5' 17 125' 13' 13.5' WA WA WA N/A N/A 14/A N/A WA 1025' 10.75' 11.25' 11.75' 12.25' 12.75 13.25' 13.75' N/A WA WA WA N/A N/A N/A N/A N/A N/A 11.5' 12' 12.5 13' 13.5' 14' N/A N/A N/A N/A N/A N/A N/A N/A N/A WA WA N/A N/A 13.5' 14' 14.5' N/A N/A N/A WA - N/A N/A N/A N/A N/A N/A N/A 14/A WA 14/A WA N/A C C C D D 0 0 0 0 E E E E 20 21 21 22 22 23 23 23 24 24 25 25 25 20 21 21 22 22 23 23 23 24 24 25 25 21 21 21 22 22 23 23 23 24 24 22 22 22 22 22 23 23 23 24 24 25 25 25 BKE t C i l• n f rtli) .: 414 r --.1:4::„ :i t' 2t' : . L.) 'OST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING 90 MPH EXPOSURE B 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 8'-11" T -11" 7 -1- 6-5" 5' -11" 5, -1" 4' -9" 4, -5" 3'11" 3,_7 3, -2" 2' -11" 2, -8" 7 -6" A A A A A A A A A A A A A A A 10' -6" 9 -4" 9 -5" 7 -8" T -0" 6-6" 6 -0" 4' -3" 3' -10" 3' -6" 3' -3" 3' -0" B B B B •g B B B B B e B B B B 19 19 19 19 19 19 19 19 19 19 10 19 19 19 19 .23 22 22 21 21 21 20 20 20 19 19 19 19 19 19 24 24 23 23 22 22 21 21 21 20 20 19 19 19 19 26 25 24 24 23 23 22 22 21 20 20 20 20 20 California Fascia Post Description Newport Fascia Beam Freestanding or Multispan Units Attached Structure Freestanding or Multispan Units TRIB MAX POST MAX - FOOTER 8' 10 17 MAX POST LENGTH 0 WIDTH POST REQ'D POST MIN FOOTER 8' 10' 17 (FT). SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER (in) ON SLAB SLAB (FT) TYPE "d" "d" "d" "8" 23 (FT) 23 23 9'-2" (in) On) (in) (m) 5.5 17-4" A 11-3" A 23 N N N N N N N N N N N N N N A N N A N A U U A N A A A A 26 27 g 11'-4" A 11' -0" A 24 26 27 6.5 10' -5" A 10' -8" B 24 26 27 7 9,-8" A 9' -5" A 24 25 26 7.5 9 -1" A 9' -3" B 24 25 26 8 8' -6" A 9' -0" B 25 25 26 9 7'-6" A 7 -9" 8 24 24 25 10' 6'-9' A 7 -6" B 25 25 25 11 6' -2" A 6-6" B 24 24 24 12 5'-8" A 9 -3" B 25 25 25 13 5' -2" A 5' -5" B 24 24 24 14 4' -10" - A 5' -3" B 25 25 25 15 4 -6" A 5' -1" B 25 25 25 . 16 4 -3" A 4' -5" B 24 24 24 17 4 -0" A 4'-4" B 25. 25 25 90 MPH EXPOSURE B 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 8'-11" T -11" 7 -1- 6-5" 5' -11" 5, -1" 4' -9" 4, -5" 3'11" 3,_7 3, -2" 2' -11" 2, -8" 7 -6" A A A A A A A A A A A A A A A 10' -6" 9 -4" 9 -5" 7 -8" T -0" 6-6" 6 -0" 4' -3" 3' -10" 3' -6" 3' -3" 3' -0" B B B B •g B B B B B e B B B B 19 19 19 19 19 19 19 19 19 19 10 19 19 19 19 .23 22 22 21 21 21 20 20 20 19 19 19 19 19 19 24 24 23 23 22 22 21 21 21 20 20 19 19 19 19 26 25 24 24 23 23 22 22 21 20 20 20 20 20 California Fascia Post Description Attached Structure Freestanding or Multispan Units MAX Height MAX POST LENGTH. POST MIN FOOTER 8' 10 17 SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d "d" "d" "d" (n) On) (in) (in) 9' -6" A 22 22 22 22 9' -4" A 23 23 23 23 9'-2" A 23 23 23 23 9' -0" A 23 23 23 23 8' -10" A 24 24 24 24 8' -8" B 24 24 24 24 8' -5" B 25 25 25 25 8' -1 • B 26 26 26 26 T -10" B 26 26 26 26 T -7" B 27 27 27 27 7' -7 B 27 27 27 27 T -2" 8 27 27 27 27 6 -11" B 28 28 28 28 6 -9" B 28 28 - 28 28 6,7" B 28 28 28 28 10'-5" 10'-0" 9. -7 9' -2" 8' -9" 8'-5" 8' -1" 7 -10" 7 -7" 7.2" 6' -9" 6 -6" 6 -2" 5' -11" 5' -9" B B B B B B B B B C C C C C 19 20 20 21 21 21 21 22 22 22 23 23 23 24 24 19 20 20 21 21 21 21 22 22 22 23 23 23 24 24 19 20 20 21 21 21 21 22 22 22 23 23 23 24 24 20 20 20 21 21 21 21 22 22 22 23 23 23 24 24 90 MPH EXPOSURE C 4 4.5 5 5.5 6 6.5 7 7,5 B 9 10 11 12 13 14 8' -11" T -11" 7-1" 6' -5" 5' -11" 5, -5" 5' -1" 4, -9" 4' -5" 3' -11" 2-6" 3, -2" 2' -11' 7-8" 7-6" A A A A A A A A A A A A A A A 10-6" 9 -4" 8 -5" 7 -8" T -0" 6 -0" 6a" 4 -8" 4' -3" 3' -10" 3-6" 3' -3" 3'-0" B B B B B 8 B B B B B B B B 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 23 22 22 21 21 21 20 20 20 19 19 19 19 19 19 24 24 23 23 22 22 21 21 21 20 20 19 19 19 19 26 25 24 24 23 23 22 22 22 21 20 20 20 20 20 Classic Fascia Attached Structure Freestanding or Multispan Units Newport Fascia Beam Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE . (n) MAX POST LENGTH 8' 10' 12' CONSTRAINED FOOTER (n) On) On) LIVE LOAD (PSF) TRIB WIDTH (FT) 13'-0" 17 -9" 17 -6• 17 -4" 12' -1' 11' -10" 11' -5" 11' -1° 10-8" 10 -5" 10 -1" 9, -10" 9 =4° 9, -1" B B B B B B B B C C C C C C C 24 25 28 26 26 27 28 28 29 29 30 30 31 31 32 24 25 26 26 26 27 28 28 29 29 30 30 31 31 32 24 25 26 26 26 27 28 28 . 29 29 30 30 31 31 32 24 25 26 26 26 27 28 28 29 29 30 30 31 31 32 90 MPH MAX POST SPACING ON SLAB (FT) EXPOSURE POST REQ'0 FOR SLAB MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE (in) MAX POST LENGTH 8' I 10' I 17 CONSTRAINED FOOTER (in) (in) (in) . California Fascia Attached Structure Freestanding or Muttispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE (in) MAX POST LENGTH 8' I 10' I 17 CONSTRAINED FOOTER "d" "d' "8• (n) (n) (n) Classic Fascia Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE (n) MAX POST LENGTH - 8' I 10' . 12' CONSTRAINED FOOTER "8" "d" "d" (n) C 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 6' -0" 5'-4" 4' -10" 4, -0" 3'-8" 3' -5" 3' -0" 2, -8" 7 -5" 2' -2" A A A A A A A A A A A A A 8 -4" 7-5" 6 -8' 6, -1" 5' -7- 5' -7' 4' -10" 2 -9" 3, -4" 2 -1" 7 -10" B B B B B B B B B B B B B 18 18 18 18 18 18 18 18 18 18 18 18 iB 22 21 21 20 20 19 19 19 18 18 18 18 18 23 22 22 21 21 21 20 20 20 19 18 18 19 24 24 23 22 22 22 21 21 20 20 iB 19 19 9' -6" 8'-6" 8' -2" 7 -9" 7'6" 7' -3" 7, -0" 6-9" 6 -4" 6-0" 5. -9" 5'-6" B B C C C C C C C D D D D 19 19 19 20 20 20 21 21 21 22 22 22 23 19 19 19 20 20 20 21 21 21 22 22 22 23 19 19 19 20 20 20 21 21 21 22 22 22 23 20- 19 19 20 20 20 21 21 21 22 22 22 23 (in) PM TABLE 3.6 12' -0" 11' -r 11' -2" 10' -10" 10' -6" 10' -3" 10'-0" 9' -9" 9'-0" 8' -6" 8' -2" 7 -9" C C C 0 D D D 0 D E E E E 20 21 21 22 22 23 23 23 24 24 25 25 25 20 21 21 22 - 22 23 23 23 24 24 25 25 25 21 21 21 22 22 23 23 23 24 24 25 25 25 22 22 22 22 22 23 23 23 24 24 25 25 25 90 MPH EXPOSURE C N 10 -5" 10 -0" 9' -2" B• -9• 8' -5" 6 -1" .7 -10" T -7 T -2" 6 -9" 6-6' 6-2" 5' -11" 5'-9" B B B B B B B B B_ C C C C C 19 20 20 21 21 21 21 22 22 22 23 23 23 24 24 19 20 20 21 21 21 21 22 22 22 23 .23 23 24 24 19 20 20 21 21 21 21 22 22 22 23 23 23 24 24 20 20 20 21 21 21 21 22 22 22 23 23 23 24 24 13'-0" 12' -6' 12' -1" 11' -8" 11'4" 11' -1' 10 -9" 10 -r 10'-4° 9' -11" B B C C C C C C D D D D D D 21 21 22 22 23 23 24 24 24 25 26 26 26 27 27 21 21 22 22 23 23 24 24 24 25 26 26 26 27 27 21 21 22 22 23 23 24 24 24 25 26 26 26 27 27 22 22 22 22 23 23 24 24 24 25 26 26 26 27 27 13'-0" 17 -6" 17 -1" 11' -8" 11'-4" 11' -1" 10 -9" 10 -r 10-4" 9' -11" 9'-7" 9'1" 8' -9' 8' -5° 6 -1" B B' B C C C C C C D D D 0 0 21 21 22 22 23 23 24 24 24 25 28 26 26 27 27 21 21 22 22 23 23 24 24 24 25. 26 26 26 27 21 21 22 22 23 23 24 24. 24 25 26 26 26 27 27 22 22 22 22 23 23 24 24 24 25 26 26 26 • 27 27 GENERAL INSTRUCT ONS FOR THESE TABLES . CHOOSE FREESTANDING OR ATTACHED STRUCTURE . CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT . DETERMINE WIND AND SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) CHOOSE A PANEL FROM TABLES 1.1 TO 1.4 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2, 3.7 OR 3.12 CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE SCO2 -2003 CHOOSE A HEADER FROM TABLES 3.1, 3.6 OR 3.11 THAT HAS ADEQUATE POST SPACING. 40 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 4'0" 3' -0" 7.7" 7 -5" 2, -0" A A A A A A A A A A A A 6' -3" 5'-r 4' -7" 4' -2" 3' -11" 3'-7" 3, -4" 3' -2" 2' -10" 2-6" 2' -3" B B B B B 8 B B 8 B e 16 16 . 16 16 16 16 16 16 16 16 16 16 20 20 19 19 18 18 18 18 17 17 17 17 22 21 20 20 20 19 19 18 18 18 18 18 23 22 21 21 20 20 20 19 19 19 19 19 8' -3" 7 -9" 7 -5" T -1" 6-9' 6' -6" 6' -3" 6' -0" 5' -10" 5' -6" 5, -0" C C C C C C 0 D 0 D D P 18 18 19 19 19 19 20 20 20 21 21 21 18 18 19 19 19 19 20 20 20 21 21 21 18 18 19 19 19 19 20 20 20 21 21 21 19 19 19 19 19 19 20 20 20 21 21 21 10' -11" 10' -6' 10 -2" 9' -10" 9'-6" 9' -2" 8' -10" 8' -3" T -9" 7' -5" 20 20 21 21 21 22 22 22 23 23 23 24 20 20 21 21 21 22 22 22 23 23 23 24, 21 20 21 21 21 22 22 22 23 23 23 24 22 21 21 21 21 22 22 22 23 23 23 24 110 MPH EXPOSURE C 60 4 4.5( 5 5.5 6 6.5 7 7.5 8 3' -0" 2'-8" 2' -0" 1' -10" 1. -9" 1' -7" A A A A A A A A A 8'-4" 7' -5" 6 -1" 5' -7" 5' -2" 4' -10" 4'-6" 4, -2" 20 20 20 20 20 20 20 20 20 24 23 23 22 22 21 21 21 20 25 25 24 23 23 22 22 22 21 26 26 25 24 24 23 23 23 22 6, -9" 6' -4' 6, -0" 5. -9" 5' -6" 5' -3" 5' -1" 4' -11° 19 19 20 20 20 20 21 21 21 19 19 20 20 20 20 21 21 21 19 19 20 20 20 20 21 21 21 20 20 20 20 20 20 21 21 21 9. -6" 8' -6" 8' -2" T -9" T -2" 7 -0" 6 -9" 0 E E E E E E E E 21 22 22 22 23 23 23 23 24 21 22 22 22 23 23 23 23 24 22 22 22 22 23 23 23 23 24 23 22 22 22 23 23 23 23 24 TABLE 3.8 Post Requi ements for Attached Structures Post Description Max Hgt POST Twin 0.032 "x1.5 "5c1.5" 8' A Clover 0.024"x3 "x3" Alum 12' A 0.024•Postwith Sideplates 10' A Cover0.040"X3 "X3" Alum 12' Colonial 0.062" Extruded 12' C 0.041"X3 "x3' Steel Clover 12' D 0.041"x3'53" Steel Clover 8' E 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, 3.9 OR 3.14. 9. FIND THE 0/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 10.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 3.1, 3.6 OR 3.11 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 0.188 "X3'53" Steel Square 15 0.1 B8"x4"x4• Steel Square 18' G Table 3.10 Post Substitutes Square Circular 0.041 "x3 "x3" 0.188 "x3 "D 0.188'5(3'X3" 0.188 "x4 "D 0.188 "XS "x5" 0.188 "x6 "D 0.188'x4 "x4" 0 188 "x5 "D TABLE 3.9 Post Requirements for Freestanding Structures Post Description Max POST Height 0.041'x3'x3" Steel Clover 8' E 0.188'X3 "x3" Steel Square. 15' F 0.188 "x4 "x4" Steel Square 18' G 0.188 "x5 "x5" Steel Square 18 H POST FOOTING NON - CONSTRAINED Ind i CONSTRAINED EXPIRES 02 -25- 2/15/2004 Page 9 of 34 3 -0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING ALUMINUM HEADERS IN NORMAL WIND AREAS 90 MPH EXPOSURE B 10 _0.042 "x3 "x8" Header 17' -0" 15' -1' 13' 4' 17 -4" 11'-4" 10 -5' 9 -8' 9' -1' 8' -6" 7-6" 6 -9" 6 -2" 5' -8' 5'=2" 4' -10" 4'-6" 4' -3" 4'-0" A A A A A A A A A A A A A A A A A A Attached Freestanding or 21 22 22 23 23 23 24 24 24 25 25 26 26 26 26 26 26 26 24 24 24 24 24 23 24 24 24 25 25 26 26 26 26 26 26 26 Structure Multispan Units LIVE TRIB MAX POST MAX A 21 MAX POST LENGTH LOAD WIDTH POST REO'D POST MIN FOOTER 8' 10' . 12' (PSF) (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER 10' -9' A ON SLAB SLAB (FT) TYPE "d" "d" "5" "d" 10'-5' A (FT) - B 23 23 M) 6n) (-1n) (in) 90 MPH EXPOSURE B 10 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 15 16 17 17' -0" 15' -1' 13' 4' 17 -4" 11'-4" 10 -5' 9 -8' 9' -1' 8' -6" 7-6" 6 -9" 6 -2" 5' -8' 5'=2" 4' -10" 4'-6" 4' -3" 4'-0" A A A A A A A A A A A A A A A A A A 13' -1' 17 -9" 17 -5" 17 -1' 11' -9" 10-5" 11• -1' 10 -9" 10' -5" 9' -10" 5-4" 8' -11" 8' -2 7 -T 7 -0" 6 -6" 6' -2" 5'9' A A A A B B 8 B B B B B 6 B B B B B 21 22 22 23 23 23 24 24 24 25 25 26 26 26 26 26 26 26 24 24 24 24 24 23 24 24 24 25 25 26 26 26 26 26 26 26 26 25 25 25 25 25 25 24 24 25 25 26 26 26 26 26 26 26 27 27 26 26 26 26 26 26 25 25 25 26 26 26 26 26 26 26 100 MPH EXPOSURE B 10 4 4.5 17,0" • 15' -1" A ' A 11' -9" 11' -7" A A 20 21 24 23 25 25 26 26 26 5 13' -7" • A 11'-4" A 21 23 25 26 25 5.5 17-4" A 11' -1" A 22 23 25 26 25 6 . - 11'-4' A 10' -9' A 22 23 24 26 25 6.5 10'-5' A 10'-6" B 23 23 24 25 25 7 9' -8" A 10 -3" B 23 23 24 25 26 7.5 9 -1" A 10 -0" B 24 24 24 25 26 8 8' -6" A 9' -10- B 24 24 24 25 26 9 7 -6" A 9 -4" B 24 24 - 24 25 26 10 6' -9" A 9'-0' B 25 25 25 25 26 11 6-2" A 8' -7" 6 25 25 25 25 24 12 5' -8" A 8'2" B 26 26 26 26 8' -10' 13 5 -2" A 7 -7. B 26 26 26 26 28 14 4' -10" A 7-0" B 26 26 26 26. 28 15 4' -6" A 6' -6 B 26 26 26 26 11' -8" 16 4' -3" A 6' -2" B 26 26 26 26 26 17 4'-0" A 6 -9" B 26 26 26 26 90 MPH EXPOSURE C 10 4 4.5 5 5.5 6 6.5 17-0" 15' -1" 13' -7" 17-4' 11'-4' 10 -5" A A A A A A 15.7" 11'-4- 11' -1" 10' -10': 10 -7" 10'-4' A A A A A A 20 21 21 22 22 23 23 23 23 23 23 23 25 25 25 24 24 24 26 26 26 26 25 25 26 7 9'-8" A " 10 -7" B 23 23 24 .25 25 7.5 9' -1" - A 9'=11" B 23 23. 24 25 25 8 8' -6" A . 9'-8" B 24 24 24 25 25 9 7-6" A 9' -3" B 24 24 24 25 25 10 6 -9" A 6' -10" B 25 25 25 25 26 11 6 "2" A 8'-6" B 25 25 25 25 26 12 5' -8" A 8' -2" B 26 26 26 26 26 13 5' -2" A 7 -7" B 26 26 26 26 26 -14 4' -10' A T-0' B 26 26 26 26 26 15 - 4' -6' A 6-6" B 26 26 26 26 24 16 4' -3' A 6 -2" B 26 26 26 26 8' -10' 17 4"12" A 5'-9" B 26 26 26 26 100 MPH EXPOSURE C 10 I 4 17-0" A 10 -5' A 20 24 4.5 15' -1" A 10' -3" A 21 24 25 25 Double 0.03252 "x6.625" Header Attached Structure Freestanding or Multispan Units MAX POST SPACING (Fr) MIN POST TYPE FOOTER SIZE "d' (m) MAX POST LENGTH 8' 10' 12' CONSTRAINED FOOTER (in) (in) (in) 13' -0" Im CO m CO m CO CO m CO m CO m m m A A A Al 21 23 25 26 12' -8" 21 23 25 26 12'-4' 22 23 24 26 12'-0" 23 23 24 25 11' -8" 23 23 24 25 11' -4" 23 23 24 25 11' -0" 24 24 24 25 10'-9" 24 24 24 25 10' -5" 24 24 24 25 9'-10" 25 25 25 25 9' -4' 25 25 25 25 8' -11" - 26 26 . 26 26 8'-6" 26 26 26 26 8' -0" 26 26 26 26 7 -5" 26 26 26 26 6-11" 26 26 26 26 6' -6" 26 26 26 26 6' -2" 26 26 26 26 - 11' -9" A 20 23 24 25 11' -6" A 21 23 24 25 11' -3" A 21 23 24 25 11' -0" A 22 22 24 25 10' -9' A 22 22 24 25 10' -5" B 23 23 23 25 10 -3" 6 23 23 23 24 10-0' B 24 24 24 24 9' -9" B 24 24 24 24 5-4" B 24 24 24 24 8' -17" B 25 25 25 25 8' -7" B 25 25 25 25 8' -3" B ' 26 26 26 26 8' -0" B 26 26 26 26 7 -5" B 26 26 26 26 6 -11" B 26 26 26 26 6-6" B 26 26 26 26 6' -2" B 26 26 26 26 Double 0.04253 "x8' Header 18'-6" 18' -1" - 17' -T' 17-1^ 16 -T 16' -2" 15' -8" 15' -3" 14' -9" 13' -11" 13' -3" 17 -8" 12 -1" 11' -T 11' -7 10 -10" 10' -6" 10' -2" B B B B B B B C C C C C C C D D D 23 24 25 25 26 26 27 27 27 28 28 29 29 3D 30 30 31 31 26 26 26 26 26 26 27 27 27 28 28 29 29 30 30 30 31 31 28 28 28 27 27 27 27 27 27 28 28 29 29 30 30 30 31 31 29 29 29 29 28 28 28 28 28 28 23 29 29 30 30 30 31 31. _ 16 -8" 16 -5" 16' -0" 15' -8" 15' -3" 14' -11" 14' -T 14' -2' 13'=10" 13,3" 12' -8" 12' -2" 11' -9" 11' -4" 11' -0" 10' -8" 10' -0" A B B B B B B B B C C C C C D 23 23- 24 25 25 26 26 26 27 27 28 29 29 29 30 30 31 31 26 26 25 25 25 26 26 26 27 27 28 29 29 29 30 30 31 31 27 27 27 27 27 26 26 26 27 27 28 29 29 29 30 30 31 31 28 28 28 28 28 28 27 27 27 27 28 29 29 29 30 30 31 31 11' -6" Attached Structure Freestanding or Multispan Units 23 v.t. -+4 xo xo neaoer 25 Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" (�n) MAX 8' CONSTRAINED "d" (n) POST LENGTH I 10' I 12' FOOTER I "6 I "d" (in) (in) LIVE LOAD (PSF) TRIB WIDTH (Fr) MAX POST SPACING ON SLAB ( POST REO'D FOR SLAB - MAX POST SPACING (Fr) MIN POST TYPE FOOTER SIZE "d' (m) MAX 8' CONSTRAINED G° 6n) POST LENGTH I 10' I 12' FOOTER "d. "d" 6n) I (in) 18'-6" 18' -1" - 17' -T' 17-1^ 16 -T 16' -2" 15' -8" 15' -3" 14' -9" 13' -11" 13' -3" 17 -8" 12 -1" 11' -T 11' -7 10 -10" 10' -6" 10' -2" B B B B B B B C C C C C C C D D D 23 24 25 25 26 26 27 27 27 28 28 29 29 3D 30 30 31 31 26 26 26 26 26 26 27 27 27 28 28 29 29 30 30 30 31 31 28 28 28 27 27 27 27 27 27 28 28 29 29 30 30 30 31 31 29 29 29 29 28 28 28 28 28 28 23 29 29 30 30 30 31 31. _ 16 -8" 16 -5" 16' -0" 15' -8" 15' -3" 14' -11" 14' -T 14' -2' 13'=10" 13,3" 12' -8" 12' -2" 11' -9" 11' -4" 11' -0" 10' -8" 10' -0" A B B B B B B B B C C C C C D 23 23- 24 25 25 26 26 26 27 27 28 29 29 29 30 30 31 31 26 26 25 25 25 26 26 26 27 27 28 29 29 29 30 30 31 31 27 27 27 27 27 26 26 26 27 27 28 29 29 29 30 30 31 31 28 28 28 28 28 28 27 27 27 27 28 29 29 29 30 30 31 31 11' -6" A 20 23 24 25 16'-4" A 22 26 27 28 11' -3" A 21 23 24 25 16' -1" B 23 25 23 28 11' -1" A 21 22 24 25 15' -9" B 24 25 27 28 10'-10" A 22 22 24 25 15' -5" B 24 25 27 28 10 -7" A 22 22 23 25 15' -0" B 25 25 26 -. 28 10'-4" A -- 23 23 23 24 14' -8" B 25 25 26 28 10' -1" B 23 23 23 24 - 14'-4' B '_ 26 26 26 27 9 -10" 8 23 23 23 24 14' -0" B 26 26 26 27 9 -7" B 24 24 24 24 13' -8" B 27 27 27 27 9• -2 B 24 24 24 24 13' -1" C . - 27 - 27 27 27 8' -10' B 25 25 25 25 12' -7" C 28 28 28 28 8'-6' B 25 25 25 - 25 12' -1" C 28 28 28 28 8• -2" B 26 26 26 26 11' -8" C 29 29 29 29 7 -11" B 26 26 26 26 11' -3" C 29 29 29 29 7 -5" B 26 26 26 26' 10 -11" C 30 30 30 30 6 -11" B 26 26 26 26 10' -7" C 30 30 30 30 6 -6" B 26 26 26 26 19 -3" 0 31 31 31 31 6' -2" B 26 26 28 26 10' -0" D 31 31 - 31 31 26 10'-4" 26 10' -2" 23 24 25 23 24 25 14 -9" 23 I 26 24 26 27 27 29 2 25 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 7 -2" 6-4' 5' -9" 5' -2" 4. -9" 4' -5" 4. -1" 3' -10" 3' -• 3' -T 2 -10" 2. -7" 7-4" 7 -2' 90 MPH EXPOSURE C A A A A A A A A A A A A A A 10' -2" 9 -7" 9 -2" 6' -8" 5' -10" 3' -11" B B B B B B B B B B B B B 19 20 20 20 20 20 20 20 20 20 20 20 20 20 23 22 22 21 21 20 20 20 20 20 20 20 20 24 24 23 23 22 22 22 21 21 20 20 20 20 20 25 25 24 24 24 23 23 22 22 21 21 20 20 20 Double 0.032" 1Q "x6.625" Header Attached Structure Freestanding or - Multispan Units MAX POST SPACING (FT) MIN FOOTER POST SIZE TYPE "d" (in) MAX POST LENGTH 8' I 10' I 12 CONSTRAINED FOOTER (in) (in) (m) 10' -2" 9 -1" 4'-Z" 3' -10" B C C C C C C C C C 19 20' 20 20 21 21 21 21 21 21 21 21 21 21 22 22 21 21 21 21 21 21 21 21 21 21 21 21 23 23 23 22 22 22 21 21 21 21 21 21 21 21 24 24 24 23 23 23 22 22 22 21 21 21 21 21 MAX POST SPACING (FT) 14 -5 13' -• 12' -11" 12'-4' 11' -10" 11'-4' 10' -11" 15 -T 10' -3" 9'-2" 8' -6" 7-10" 7 -3" Double 0.042'X3 "x8' Header Attached Structure MIN POST TYPE C C C C D 0 D D 0 D D E E E FOOTER SIZE ""5" 22 22 22 23 23 23- 24 24 24 25 25 25 25 25 Freestanding or Multispan Units MAX POST LENGTH .8' I 10' I 17 CONSTRAINED FOOTER 4" 00) I (in) I 65) 25 24 24 24 24 24 24 24 25 25 25 25 25 26 26 26 25 25 -25 24 24 24 25 25 25 25 25 27 27 27 26 26 26 26 25 25 25 25 25 25 25 25 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 T -7 6' -4" 5' -9" 5'-2" 4' -9" 4; -1" 3' -10" 3' -T 3' -2" 2,10" 2 -7" 7-4" 2' -2" 90 MPH EXPOSURE B A A A A A A A A A A A A A A 10' -2" 6-10" 5' -2" 3• -11" B B 6 B B 8 B B B B 6 B 19 20 20 20 20 20 20 20 20 20 20 20 20 20 23 22 22 22 21 21 20 20 20 20 20 20 20 20 24 24 23 23 22 22 22 21 21 20 20 20 20 20 25 25 24 24 24 23 23 22 22 21 21 20 20 20 10' -2" 9' -r 6-8" 6 -3" 5' -0" B B B C C C C C C C C C C C 20 20 20, 21 21 21 21 21 21 21 21 21 21 21 23 22. 22 21 21 21 21 .21 21 21 21 21 21 21 24 23 23 23 22 22 22 21 21 21 21 21 21 21 25 24 24 24 23 23 23 22 22 22 21 21 21 21 10,2 9' -T 7 -1" 5' -6' 4' -6" 4' -2" 3' -10" B B B C C C C C C C C C 19 20 20 20 21 21 21 21 21 21 21 21 21 21 23 22 22 22 22 21 21 21 21 21 21 21 21 .21 24 24 23 23 23 22 22 22 21 21 21 21 21 21 25 25 24 24 24 23 23 23 22 22 21 21 21 21 30 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 6'-0" 5'-4" 4' -10" 4,4" 4'-0" 7-8" 3' -2" 3' -0" 7 -8" .2-5" 7 -2" 2'-0" A A A A A A A A A A A A A 9'-4" 7-9" 7' -1" 6' -6" 6-0" 5• -2' 4' -10" 4'-4" 3' -11" 3'-6" 3' -3" B B B B B B B B B B B B 19 19 19 19 19 19 19 19 19 19 19' 19 19 22 22 21 21 20 20 20 19 19 19 19 19 19 24 23 22 22 22 21 21 20 20 19 19 19 19 25 24 24 23 23 22 22 21 21. 20 20 19 19 7' -6' 6' -11" 6-4" 5' -11" 5' -2" 4' -T 4' -z" C C C C C C C C C C C 19 19 19 19 19 19 19 19 19 19 19 19 19 22 21 21 20 20 20 19 18 19 19 19 19 19 23 22 22 22 21 21 20 20 20 19 19 19- 19 24 23 23 23 22 22 21 21 21 20 20 19 19 13' -2" 12' -5" 11' -10" 11,2 10' -9" 10'-4" 10'-0" 6 -8' T -10' C C 0 D D 0 0 0 0 0 D D 0 21 21 22 22 22 23 23 23 23 24 24 24 24 24 24 24 23 23 23 23 23 23 24 24 24 24 26 25 25 25 24 24 24 24 24 24 24 24 24 27 26 26 26 26 25 25 25 25 24 24 24 24 OVER- HANG (FT) 0' 1' 2' 2.5' 3' 3.5' 4' 45' 5' 6 7 10 TABLE 3.12 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 11' 12' 13' 14' 15' 16 4' 4.5' 5' N/A N/A N/A N/A N/A N/A N/A N/A 5' 5.5 5.75' WA WA N/A N/A WA N/A N/A 5' 5.5' 6 6.25' N/A N/A N/A N/A N/A WA WA 5.5' 6' 6.5' 6.75' 7' N/A N7A N/A N/A N/A N/A 6 6.5' 7' 7.25' 7.5' NIA WA N/A N/A N/A N/A 6.5' T 7.5 7.75' B' 8.25' N/A N/A WA N/A N/A 7 7.5' 8' 8.25' 8.5 8.75' 9 N/A WA N/A WA 7.5' 8' as 8.79 9' 925' 9.5' WA WA N/A N/A 8.5' 9' 9.25' 9.5' 9.75' 10 10.25 N/A N/A 'N/A 17' 18' 19 20' 21' 27 8.5' 9 9.6 9.75' 10' 1025' 10.6 10.75' N/A N/A N/A 9' 9.5' 9.5 10' 10' 10.5' 10.25' 10.75' 10.5' 11' 10.75' 11.25' 11' 11.5' 1125 11.75' 11.5' 12' WA WA N/A N/A 10' 10.-5' 11' 10.5' 11' 11.5' 11' 11.5' 12' 11.25' 11.75' 12.25' 11.5' 12' 12.5' 11.75' 12.25' 12.75' 12' 12.5' 13' 12.25' 12.75' 13.25' 12.5' 13' 13.5' N/A 13.5' 14' WA N/A N/A 23' 11.5' 17 12.5' 12.75' 13' 13.25' 13.5' 13.75' 14' 14.6 N/A . . 3Td1BLE -11 's/01,,, A IV : 9660 1 ti 4 'OST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING ALUMINUM HEADERS IN NORMAL WIND AREAS Double 0.032 "x2 "x6.625" Header - TRIB WIDTH (FT) 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 15 16 17 MAX POST SPACING ON SLAB (FT) 12'-4" 11'-4" 10' -5" 9,_8" 9._1" 8' -6" T-6" 6' -B" 6 -2" 5 -8" 5,_2" 4' -10" 4' -6" 4' -3" 4,_0" POST REQ'D FOR SLAB 80 MPH EXPOSURE B 4 4.5 5 5.5 6 6.5 7.5 9 10 11 12 13 14 8' -11" 7 -11" 7' -1" 6' -5" 5' -11" 5' -5" 5' -1" 4' -9" 4'-5" 3' -11" 3, -2" 2' -11" 2' -8" A A A A A A A A A A A A A MAX POST SPACING (FT) 9' -9" 9 -7" 9'-4" 8' -11" 8,_9,. 8' -5" 8, -1" 7 -9" 7-e- 6,6" 6 -3" 5' -6" 5'-4" 5' -2" , 0.042 "x3'38" Header Attached Structure MIN POST TYPE A A A A A B B B B B B B B B B FOOTER SIZE (n) 22 23 23 24 24 24 25 25 26 26 26 26 26 26 26 Freestanding or Muttispan Units MAX POST LENGTH 8' 10' 12 CONSTRAINED FOOTER "d" "d" ,4, (m) On) On) 23 23 23 24 24 24 25 25 26 26 26 26 26 26 26 25 25 25 24 24 24 25 25 26 26 26 26 26 26 26 26 26 26 26 25 25 25 25 26 26 26 26 26 26 26 90 MPH EXPOSURE C 4 8' -11" 4.5 7 -11" 5 7• -1" 5.5 6 -5" 6 5-11" 65 5' -5" 7 5' -1" 7.5 4' -9" 8 4' -5" 9 3-11" 10 3 -6" 11 3' -2" 12 7-11" 13 2' -8" 14 7 -6" A A A A A A A A A A A A A A A 10' -5" 9' -10" 9-4" 8' -11" 8,_2" T -7" 7' -0" 6 -6" 6 -7 5' -s" 4' -11" 4, -5" 3' -6" B B B B e B B B B B B B B B 8 19 20 20 20 20 20 20 20 20 20 20 20 20 20 20 23 23 22 22 22 21 21 20 20 20 20 20 20 20 20 24 24 24 23 23 22 22 22 21 21 20 20 20 20 20 25 25 25 24 24 23 23 23 22 22 21 21 20 20 20 MAX POST SPACING (FT) 9'-9" 9 -6" 9 -4" 9,_1" B' -11" 8'-8" 8' -4" 8' -0" 7 -5" 7 -2" 6-11" 6 -1" 5' -11" 5. -9. Attached Structure MIN POST TYPE A A A A A B B B B B .B B B B FOOTER SIZE °a" On) 22 23 23 24 24 24 25 25 26 26 27 27 27 27 27 Freestanding or Multispan Units MAX POST LENGTH 8' 10' 17 CONSTRAINED FOOTER "d„ "d" "Q. On) (n) On) 23 23 23 24 24 24 25 25 26 26 27 27 27 27 27 24 24 24 24 24 24 25 25 26 26 27 27 27 27 27 25 25 25 25 25 24 25 25 26 26 27 27 27 27 27 Double 0.042 "x3 "x8' Header Attached Structure Freestanding or Multispan Units 0.042 "x3 "x8" Header Attached Structure MAX POST SPACING (FT) MIN POST TYPE 13 -10" 13' -7" 13' -3" 17 -11" 17-8" 17 -5" 11' -10" 11,5" 11,0" 10' -7" 10 -3" 9' -11" 9 -7" 9 -4" 9,_1" B B B B B B B B C C C C C C FOOTER SIZE "6" (in) 25 26 26 26 27 27 28 29 29 30 30 31 31 31 32 MAX POST LENGTH 8' 10' 12' CONSTRAINED FOOTER "d" "d" "d" (in) On) On) 26 26 26 26 27 • 27 28 29 29 30 30 31 31 31 32 27 27 27 27 27 27 28 29 29 30 30 31 31 31 32 28 28 28 28 28 28 28 29 29 30 30 31 31 31 32 LIVE LOAD (PSF) TRIB WIDTH (FT) 90 MPH MAX POST SPACING ON SLAB (Fl) EXPOSURE POST REQ'D FOR SLAB MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" (in) Freestanding or Multispan Units MAX POST LENGTH 8' 1 10' I 12' CONSTRAINED FOOTER "d" "d" "d" (in) (in) (in) Double 0.032'x2'36.625" Header Attached Structure Freestanding or Muttispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE •d" (n) MAX POST LENGTH 8' I 10' I 12' CONSTRAINED FOOTER "d" "6" "6" (n) (In) (n) Double 0.042'33'X8' Header Attached Structure Freestanding or Muttispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE '6" (n) MAX POST LENGTH 8' I 10' 17 CONSTRAINED FOOTER C 30 4 4.5 5 5.5 6 6.5 7 7.5 B 9 10 11 12 6 -0" 5, -4" 4' -10" 4'-4" 4'-0" 3,-8" 3' -5" 3._2" 3._0" 2. -8" 7-5" 7 -7 7 -0" A A A A A A A A A A A A A 9_4" 8' -8" T -9" 7'-1" 6 -6" 6 -0" 5' -T 6 -2" 4' -10" 4'-4" 3' -11" 3' -6" 3' -3" B B B B B B B B B B B B B 19 19 19 19 •19 19 19 19 19 19 19 19 19 22 22 21 21 20 20 20 19 19 19 19 19 19 24 23 22 22 21 21 20 20 19 19 19 19 25 24 24 23 23 22 22 21 21 20 20 19 19 9,_3" 8, -9" 8,_3" 7 -6" 6 -11" 6' -4" 5' -11" 6-6" 5' -2" 4' -T 4'-2" 3' -5" B B C C C C C C C C C C C 19 19 19 19 19 19 19 19 19 19 19 10 19 22 21 21 20 20 20 19 19 19 19 19 19 19 23 22 22 22 21 21 20 20 20 19. 19 19 19 24 23 23 23 22 22 21 21 21 20 20 19 19 (in) . (n) (in) TABLE 3.11 13' -2" 12' -5" 11' -10" 11' -3" 16-9" 10 -4" 10' -0" 9, -8" 9'-4" 8,8" 7' -10" 7 -1" 6 -6" 21 21 22 22 22 23 23 23 23 24 24 24 24 24 24 24 23 23 23 23 23 23 24 24 24 24 26 25 25 25 24 24 24 24 24 24 24 24 24 27 26 26 26 26 25 25 25 25 24 24 24 24 90 MPH EXPOSURE C 10 -5" 9' -10" 6-4" 8' -11" 8.-0" 7-5" 6' -11" 6.6" 5' -10" 4,-4" 4' -0" 3' -9" B B B B B B B B B B 8 B B B 19 20 20 20 21 21 21 21 21 21 21 21 21 21 22 22 22 21 21 21 21 21 21 21 21 21 21 21 21 23 23 23 23 22 22 22 21 21 21 21 21 21 21 21 25 24 24 24 23 23 23 22 22 21 21 21 21 21 21 14'-9" 13' -11" 13' -3" 17 -8" 17 -1" 11' -7" 11' -7 10 -10" 10 -6" 9 -11" 9 -5" 8' -11" 8' -2" 7 -T 7-0" B C C C C C C C C D. D D D 0 D 22 22 23 23 23 24 24 24 24 25 25 26 26 26 26 25 25 24 24 24 24 24 24 24 25 25 26 26 26 26 26 26 26 25 25 25 25 24 24 25 25 26 26 26 26 28 27 27 27 26 26 26 26 25 25 25 26 26 26 26 A A A A A A A A A A A A A A A 10' -5" 9' -10" 9' -4" 8' -11" 8' -2" 7 -7" 7 -0" 6 -2" 5,_5" 4•_11" 4' -5" 4; -1" 3' -9" 3' -9" B B B B B B B s B B B B 19 20 20 20 20 20 20 20 20 20 20 20 20 20 20 23 23 22 22 22 21 21 20 20 20 20 20 20 20 20 24 24 24 23 23 • 22 22 22 21 21 20 20 20 20 20 25 25 25 24 24 23 23 23 22 22 21 21 20 20 20 10' -5" 9 -10" 8' -11" 8' -6" 8, -0" T -5" 6' -11" 6'-6" 5' -10" 5' -3" 4._9" 4'-4" 4'-De B B B B B B B B B B B B B B B 19 20 20 20 21 21 21 21 21 21 21 21 21 21 21 22 22 22 21 21 21 21 21 21 21 21 21 21 21 21 23 23 23 23 22 22 22 21 21 21 21 21 21 21 21 25 24 24 24 23 23 23 22 22 21 21 21 21 21 21 14' -9" 13' -11" 13 -3" 17-8" 17 -1" 11'-T 11 -7 10 -10" 10-6" 9,11" 9' -5" 8 -11" 8' -2" TT 7.0" B C c C C c C C C D D 0 D 0 22 22 23 23 23 24 24 24 24 25 25 26 26 26 26 25 25 24 24 24 24 24 24 24 25 25 26 26 26 26 26 26 26 25 25 25 25 24 24 25 25 26 26 26 26 28 27 27 27 26 26 26 26 25 25 25 26 26 26 26 GENERAL INSTRUCT ONS FOR THESE TABLES I. CHOOSE FREESTANDING OR ATTACHED STRUCTURE t. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 1. DETERMINE WIND AND SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE.20PSF MIN) t. CHOOSE A PANEL FROM TABLES 1.1 TO 1.4 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. i. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2, 3.7 OR 3.12 CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE SCO2 -2003 3. CHOOSE A HEADER FROM TABLES 3.1, 3.6 OR 3.11 THAT HAS 40 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 4' -6" 4' -0" 3 -7" 3' -0" 7 -9" 2 -7" 2, -5" 2' -3" 7 -0" 1' -9" A A A A A A A A A A A A 110 MPH EXPOSURE C T-4" 6-6" s -i0" 5'-4" 4' -10" 4' -6" 4' -7 3' -11" 3• -8" 3'-3" 7 -11" 7-8" B B a B B B B B a B B 17 17 17 17 17 17 17 17 17 17 17 17 21 20 20 19 19 19 18 18 18 17 17 17 22 22 21 20 20 20 19 19 19 18 18 18 23 23 22 21 21 21 20 20 20 19 19 19 7,_9" 6 -11" 6 -3" 5, -8" 5,2" 4' -9" 4' -5" 4' -2" 3' -10" 3'5" 3' -1" 2' -10" B B B B B B B B B B B B. 18 18 18 18 18 18 18 18 18 18 16 18 21 20 20 19 19 18 16 18 18 18 18 18 22 21 21 20 20 19 19 19 ' 18 18 18 18 22 22 21 21 20 20 20 19 19 19 18 11' -5" 10 -9" 10' -3" 9. -9" 9' -4" 9,_0" 6 -5" T -10" 7'-4" 6'-6" 5' -10" 20' 20 21 21 21 22 22 22 22 22 22 22 23 23 23 23 22 22 22 22 22 22 22 25 24 24 24 24 23 23 23 22 22 22 22 26 26 25 25 25 24 24 24 23 23 22 22 60 4 4.5 5 5.5 6 6.5 7 7.5 6 3' -0" 2' -8" 7 -5" 7 -2" 7 -0" 1' -10" 1,-9" 1,_7" 1'-6" A A A A A A A A A 9'-4" 8' -8" T -9" 6 -6" 6,0" 5'-7" 5'-7 4' -10" 21 21 21 21 21 21 21 21 21 24 24 23 23 22 22 21 21 21 26 25 25 24 23 23 23 22 22 27 26 26 25 25 24 24 23 23 5, -2" 4' -2" 3' -9" 3' -5" 3' -7 2' -11" 2, -9. B B B B B B B B B 17 17 17 17 17 17 17 17 17 20 25 19 19 18 18 18 17 17 22 21 20 20 19 19 19 18 18 23 22 21 21 20 20 20 19 19 0 -4" 8' -8' 7' -10" 7-1" 6'-6" 6 -0' 5, -2" 4' -11" D D D D D D D D 21 21 21 21 21 21 21 21 21 24 24 23 23 22 22 21 21 21 26 25 25 24 24 23 23 22 22 27 26 26 25 25 24 24 23 23 TABLE 3.13 Post Requ'rements for Attached Structures Post Description Max Hgt POST Twin 0 032'X1.5'31.5" 8' Clover 0.024"x3"x3" Alum 12' A 0_024-Post with Sldeplates 10' A Clover 0.040"x3 "x3" Alum 12' Colonial 0.062" Extruded 12' C 0.041"1.3"103 " .Steel Clover 12'. D 0.041'X3 "x3" Steel Clover 8' 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, 3.9 OR 3.14. 9. FIND THE 0/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 1.11 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 3.1, 3.6 OR 3.11 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 "...., ... rev I n,n1 n Ann In tonne 61lrlVG 0.188"x3 -x3" Steel Square 15' F 0.188 "x4 "z4" Steel Square 18' G Table 3.15 Post Substitutes Square Circular 0.041'33'X3" 0.188"x3 "D 0.188'33'X3" 0.188 "x4 "D 0.188'x4 "x4" 0.188 "x5 "D 0.188 "x5 "x5" 0.188 "x6'D TABLE 3.14 Post Requi ements for Freestanding Structures Post Description Max POST Height 0.041'X3 "x3" Steel Clover 8' E 0.188 "x3 "x3" Steel Square 15' F 0.188 "x4'34" Steel Square 18' G 0.18855 "x5" Steel Square • 18 H POST FOOTING NON- CONSTRAINED POST 3.5- SLAB CONSTRAINED FOOTER EXPIRES 02 -25 -D 2/15/2004 Page 11 of 34 4A POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING STEEL HEADERS IN NORMAL WIND AREAS 90 MPH EXPOSURE B 10 (0.105 ") 12 Ga 3 "x8" Steel C 17' -0" 15' -1" 13' -7" 12' -4" 11' -4" 10' -5" Attached Structure Freestanding or Muftispan Units LIVE, LOAD (PSF) _ TRIB WIDTH (FT) MAX POST SPACING ON SLAB (FT) POST REO'D FOR SLAB - MAX POST SPACING (FT) MIN POST TYPE - FOOTER SIZE "d' (n) -- MAX POST LENGTH 17 I 15' 18' CONSTRAINED FOOTER d "d" "d" (in) (in) j (in) 90 MPH EXPOSURE B 10 4 4.5 5 5.5 6 6.5 17' -0" 15' -1" 13' -7" 12' -4" 11' -4" 10' -5" A A A A A A 28' -1" 27-1" 26' -3' 24' -2" 23' -7" 21' -10" B C C C C C 27 28 28 28 29 29 32 32 32 31 31 30 34 34 34 33 33 32 36 35 35 34 34 34 MAX POST LENGTH 7 9' -8" A 21' -4" C 30 30 32 33 TYPE 7.5 9' -1" A 20' -10" C 30 30 32 33 1T -5" 8 8' -6" A 20' -5" D 30 30 32 33 30 9 7 -6' A 18' -9" D 31 31 31 32 28 10 6' -9" A 18' -1" D 32 32 .32 32 13' -5" 11 6' -7' A 16-8" D 32 .32 32 32 29 12 5'-8" A 15-0" 0 32 32 32 32 29 13 5' -2" A 15' -4" D 33 33 33 33 10' -3" 14 4' -10" A 14' -10' D 33 33 33 33 30 15 4' -6" A 14'-4" D 33 33 33 33 16 4' -3" A 13' -2" D 33 33 33 33 17 4' -0" A 17 -9" D 33 33 33 33 00 MPH EXPOSURE B 10 4 4.5 5 .17 -0" 15' -1" 13' -7" A A A 27' -5 26 -11" 25 -3" B C C 27 28 28 32 32 32 34 34 34 36 35 35 MAX POST LENGTH 5.5 - 12'-4" A 24' -2" C 28 31 33 34 TYPE 6 11'-4" A 23' -7" C 29 31 33 34 1T -5" 6.5 10' -5" A 21-10' C 29 30 32 34 30 7 ... 9 -8" A 21'-4" C 30 30 32 33 28 7.5 9' -1" A 20 -10" C 30 30 32 33 13' -5" 11 6 -2 A '20' -5" D 30 30 32 33 29 9 7' -6" A 18' -9' D 31 31 31 32 29 10 6'.9" A 18' -1" D 32 32 32 32.. 10' -3" 11 6 -2" A - 16'-8" D 32 32 32 32 30 12 5' -8" • A 16-0" D 32 32 32 32 13 5' -7' A 15-4" D 33 33 33 33 14 4' -10" A 14' -10- D - 33 33 33 33 15 4' -6" A 14'-4" D - 33 33 - 33 33 16 4' -3" A 13' -2" D 33 33 33 33 17 4' -0" A _ 17 -9" D _ 33 33 33 33 90 MPH EXPOSURE C 10 4 4.5 5 5.5 6 6.5 17' -0" 15 -1" 13' -7 12'-4" 11'-4" 10' -5" A A - A A - A .A 26' -7" 26 -3" 25' -9' 24' -2" 23' -T 21' -10" B C C C C C 26 27 28 28 29 29 32 32 32 31 31 30 34 34 33 33 33 32 35 35 35 34 34 34 MAX POST LENGTH 7 9'-8" A .21' -4" C 30 30 32 33 TYPE 7.5 9' -1" - A 20 -10° C 30 30 32 33 1T -5" 8 8'-6" A 20 -5" D 30 30 32 33 30 9 T -6" A 18' -9° _ D 31 31 31 32 28 10 6 -9" A 18' -1" D 32 32 32 32 13' -5" 11 6 -2 A 16-8° D 32 32 32 32 29 12 5' -8" A 16 -0" 0 32 32 32 32 29 13 5' -2 A 15'4" D 33 33 33 33 10' -3" 14 - 4' -10" A 14' -10" D 33 33 33 33 30 15 -4'-6" A . 14'4" D 33 33 33 33 16 4' -3" A 13' -7 D 33 13 33 33 17 4' -0" A 12' -9" .D 33 _ 33 33 33 100 MPH EXPOSURE C 10 4 17,0" A 24' -2" B (0.075 ") 14 Ga 3 "x8" Steel C B Attached Freestanding or 32 Structure Muftispan Units MAX 26 30 MAX POST LENGTH POST MIN FOOTER 12' 15' 18' SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d" ^d" I "d" I ''d" 33 1T -10" (n) (in) (in) 11 (in) 22'-5" B 25 31 32 34 21' -6" B 26 30 32 34 19' -11" B 26 30 31 33 19'-4" B 26 29 31 33 1T -10" B 26 29 31 32 1T -5" B 27 29 30 32 16 -11" C 27 29 30 32 15' -6" B 27 28 30 31 15' -0" C 28 28 29 31 14' -2" C 28 28 29 30 13' -5" C 29 29 29 30 12' -9" C 29. 29 29 29 12' -2" • C 29 29 29 29 11' -1" C 29 29 29 29 10' 4' C 30 30 30 30 10' -3" C 30 30 -30 30 9 -11" C 30 30 30 30 9' -7" D 30 30 30 30 22' -5" B 25 31 32 34 21' -8" B 26 30 32 34 19' -11" B 26 30 31 33 19' -4" B 26 29 31 33 17' -10° B 26 29 31 32 17' -5" B 27 29 30 32 16' -11" C 27 29 30 32 15' -6" B 27 28 30 31 15' -0" C 28 28 29 31 14' -2" C 28 28 29 30 13' -5" C 29 29 29 30 12' -9" C 29 29 29 29 17 -2" C 29 29 29 29 11' -1" C 29 29 29 29 10' -8" C 30 30 30 30 10' -3" C 30 30 30 30 9' -11" C 30 30 30 30 9' -7" D 30 30 30 30 21' -10" B 25 30 - 32 34 21' 7" B 26 30 32 34 19' -11" B 26 30 31 33 19'-4" B 26. 29 31 - 33 17 -10" - 8 26 29 31 32 17' -5" B 27 29 30 32 16-11" C 27 29 30 32 15'-6' B 27 28 30 31 15' -0" C 28 28 29 31 14' -2" C 28 28 29 30 13' -5" C 29 29 29 30 12' -9" C 29 29 29 29 12' -2" C 29 29 29 29 11' -1" C 29 29 29 29 10' -8" C 30 30 30 30 10' -3" C 30 30 30 30 9' -11" C 30 30 30 30 30 30 30 30 (0.0601 16 Ga 3 "x8" Steel C B B B 8 B (0.105 ") 12 Ga 3 "x8" Steel C 29 29 28 28 28 Attached Structure Freestanding or Multispan Units 14' -1" Attached Structure Freestanding or Muftispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" (n) _ MAX 12' CONSTRAINED "d" (in) POST LENGTH 15' FOOTER "Cl" (in) 18' "d" (n) LIVE LOAD (PSF) TRIG WIDTH (FT) MAX POST SPACING ON SLAB (FT) POST RE(20 FOR SLAB MAX POST SPACING (FT) Ia Z_ FOOTER SIZE "d" 9n) MAX 12' CONSTRAINED "d" (in) POST LENGTH 15' FOOTER ^d" (in) 18' "d" (in) 90 MPH EXPOSURE B 18'-8° 18' -0" 16' -3" 15' -5" 14' -9" 14' -1" 13' -7" 13' -1° 17 -T 11' -9" 10' -6' 10'-0" 9'-0" 7 -11" B B B B B B B B B B B B B C C C C C 23 24 24 25 25 25 25 26 26 26 26 27 27 27 28 28 28 28 29 29 28 28 28 27 27 27 27 26 26 27 27 27 28 28 28 28 31 31 30 29 29 29 29 28 28 28 27 27 27 27 28 28 28- 28 32 32 31 31 30 30 30 30 29 29 28 28 27 27 28 28 28 28 18' -8" 18' -0" 16' -3" 15' -5 " 14' -9" B B B 8 B 23 24 24 25 25 29 29 28 28 28 31 31 30 29 29 32 32 31 . 31 30 14' -1" B 25 27 29 30 13' -7 B 25 27 29 30 13' -1" B • 26 27 28 30 12' -7- B 26 27 28 29 11' -9" B 26 26 28 29 10' -6' B 26 26 27 28 10' -0" B 27 27 27 28 9 -5' B 27 27 27 27 9' -0" C 27 27 27 27 8' -7" C 28 - 28 28 28 8' -3" C 28 28 28 28 T -11" C 28 28 28 28 7 -7" C 28 28 28 28 18' -8" 18' -0" 16 -3" 15 -5" 14' -9" 14' -1' B B B 8 B _ B -, 23 24 24 25 25 25 29 29 28. 28 28 27 31 31 30 29 . 29 29 32 32 31 31 30 30 13' -7 B 25 27 : 29 30 13' -1" B 26 27 28 - 30 17 -7" B 26 27 28 29 11' -9° B 26 26 28 29 10' -6" B 26 26 27 28 10 -0" B 27 27 27 28 9' -5' B 27 27 27 27 9 -0" C - 27 27 27 27 8' -7' C 28 28 28 - 28 8' -3" C 28 - 28 28 28 T -11" - C 26 28 - 28 28 7 -7" C , 28 28 28 28 6 19 -11" B 25 31 33 34 17 -5" B 24 30 32 33 25 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 6 -4" 4' -9" 3' -10" 2' -10" 7 -4" A A A A A A A A A A A A A A 20' -6" 18' -9" 18' -2" 16' -9" 16' -0" 15' -5" 14' -10" 14'-4" 13' -2" 12' -5" 11' -10" 11 -3" 10' -9" 10 -4" D D D D E E E E E E E E E 24 24 25 25 26 26 26 27 26 27 27 28 28 29 30 29 29 28 28 28 28 27 27 27 27 28 28 29 32 31 31 30 30 29 29 29 28 28 28 28 28 33 32 32 31 31 31 31 30 30 29 29 29 28 29 (0.075 ") 14 Ga 3 "x8" Steel C Attached Freestanding or Structure Multispan Units MAX - MAX POST LENGTH POST MIN FOOTER 12 15' 18' SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d" "d" "d" "d" .(N (in) (s) (n) 15-1" 14' -3" 13'-6" 17 -10" 17 -3" 11' -2" 10-9" 10'-4" 10' -0" 9-4" 7' -11" 7' -7" 90 MPH EXPOSURE C 25 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 6'4" 3' -10" 3' -7" 7 -10" 2 -T 2' -2" 90 MPH EXPOSURE B A A A A A A A A A A A A A A 20' -6" 18' -9" 18' -2' 16' -9" 16-0' 15' -5" 14' -10" 14'4" 13' -2" 12' -5" 11' -10" 11,3" 10' -9" 10'-4" D D D 0 E E E E E E E E E E 24 24 25 25 26 26 26 27 26 27 27 28 28 29 30 29 29 28 28 28 28 27 27 27 27 28 28 29 32 31 31 30 30 29 29 29 28 28 28 28 28 29 33 32 32 31 31 31 31 30 30 29 29 29 28 29 E 22 23 23 23 23 24 24 24 24 24 25 25 25 28 27 27 27 26 26 25 25 25 25 24 25 25 25 29 29 28 28 28 27 27 27 26 26 25 25 25 25 31 3D 30 29 29 2B 28 28 28 27 27 26 26 26 (0.060 ") 16 Ga 3 "x8" Steel C Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 12' 15' I 18' SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d" "d" "d" "d' (n) (in) (in) (in) 17 -8' 11' -10" 10' -7' 10 -0" 6 -11" C C C C C C C C C C D D D 21 21 21 21 21 22 22 22 22 23 23 23 23 23 27 26 25 25 25 24 24 24 24 23 23 23 23 23 28 28 27 26 26 26 26 25 25 25 24 24 23 23 29 29 28 28 27 27 27 26 26 26 25 25 24 24 21' -10" 15' -1" 14' -3" 13'-6" 17 -10" 17 -3" 11' -2" 10 -9" 10'-4" 10-0" 7' -11" 25 23 23 23 24 24 24 24 24 25 25 25 26 26 30 28 27 27 27 26 26 25 25 25 25 25 26 26 32 29 29 28 28 28 27 27 27 26 26 25 26 26 34 31 30 30 29 29 28 28 28 28 27 27 26 26 15,1" 14' -3" 13' -6" 12' -10" 12' -3" 11' -2" 10' -9" 10'-4" 10'-0" 7'-11" 7 -7" C C C 22 22 23 23 23 23 24 24 24 24 24 25 25 25 28 27 27 27 26 26 25 25 25 25 24 25 25 25 29 29 28 28 28 27 27 27 26 26 25 25 25 25 31 30 30 29 29 28 28 28 28 27 27 26 26 26 30 4 4.5 5 5.5 6 65 7 7.5 8 9 10 11 12 4' -10^ 4'-4" 3'-8" 3'-0" 7 -8" 7 -5" 2' -0" A A A A A A A A A A A A 18,5" 16' -10' 16' -1" 15-4" 14' -9" 14' -7 17 -11" 12'-6" 12' -1" 11' -5" 10' -10" 10 -3" 9-4" 23 24 24 24 25 25 25 25 26 26 27 27 27 29 29 28 28 28 27 27 26 26 26 27 27 27 31 30 30 29 29 29 28 28 28 27 27 27 27 32 32 31 31 30 30 30 29 29 29 28 28 27 13' -10" 13'-0" 12-4" 11' -1' 10' -T 10 -7 9' -9" 9 -9" 7 -7" 7'3" 6 -10" 21 22 22 22 22 23 23 23 23 23 24 24 24 27 27 26 26 25 25 25 25 24 24 24 24 24 29 28 28 27 27 27 26 26 26 25 25 24 24 30 30 29 28 28 28 28 27 27 26 26 26 25 11' -6" 10' -2" T -9" T -5° 6' -7" C C C C C C C C C D D 20 20 20 21 21 21 21 21 21 22 22 26 25 25 24 24 24 24 23 23 23 22 22 OVER - HANG (FT) TABLE 4.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 9' 10' 11' 17 13' 14' 15' 16 17' 18' 19' 20' 21' 27 23' 0 7 25' 3' 4' 4:5 5' 6 T 4' 4.5' 5' 5.5' 6" 6.5' T 7.5' 8' 8.5 9' 9.5' 10' 10.5' 11' 11.5' 4.5' 5' 5.5' 6 6.5' T 7.5' 8' 8.5' 9 9.6 10 10.5' 11' 11.5' 12' 5' . 5.5' 6 6.5' T 7.5' 8' 8.5' B' 9.5 10' 155' 11' 115' ' 12' 12.5' WA 5.75' 6.25 6.75' 7.25' 7.75' 8.25' 8.75' 9.25' 9.75 1025' 10.75' 11.25' 11.75' 12.25' 12.75' N/A WA N/A T 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 13' N/A WA N/A WA WA 8.25' 8.75' 9.25 9.75' 10.25 10.75' 1125' 11.75 1225 12.75' 13.25' N/A 14/A N/A N/A WA WA 6 95' 10' 105 11' - 11.5' 12' 12.6 13' 13.5' WA WA N/A WA N/A WA WA WA 1025' 10.75 11.25' 11.75' 12.25' 1275' 13.25' 13.75' N/A N/A WA WA WA WA N/A N/A N/A WA 11.5' 12 12.5' 13' 13.5' 14' N/A WA N/A N/A N/A ' N/A N/A N/A WA WA WA N/A N/A 135 14' 14.5' WA N/A N/A WA WA WA N/A N/A N/A WA WA. N/A N/A N/A N/A N/A 27 27 26 26 25 25 25 25 24 24 23 23 29 28 27 27 27 26 26 26 25 25 25 24 23 G \ iJ(6( l /C'1 l•tj S. • S., • POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING (0.105 ") 12 Ga 3 "x8" Steel C VE AD SF) 10 TRIB WIDTH (FT) 5.5 6.5 7 7.5 8 9 10 11 12 13 14 15 16 17 MAX POST POST RECD SPACING FOR ON SLAB SLAB (FT) 12'4' 11'-4' 10' -5" 9.,.8" 9, -1" 8'-6" 7 -6" 6 -9" 6'-2" 5' -8- 4' -10" 4' -6" 4' -3" 4' -0" A A A A A A A A A A A A A A A MAX POST SPACING (FT) 23' -0" 27 -7' 21' -10" 21'-4" 20 -10" 20 -5" 18' -9' 19 -1" 16'-8" 16 -0" 15'-4" 14' -10" 14' -4" 13,2" 12' -9" Attached Structure MIN POST TYPE C C C C C D D D D D D D D D FOOTER SIZE "d" On) 30 30 31 31 32 32 33 33 33 34 34 35 35 35 35 Freestanding or Multispan Units MAX POST LENGTH 12' 15' 18' CONSTRAINED FOOTER (in) (in) On) 32 32 32 31 32 32 33 33 33 34 34 35 35 35 35 34 34 33 33 33 33 33 33 33 34 34 35 35 35 35 36 35 35 35 35 34 34 33 33 34 34 35 35 35 90 MPH EXPOSURE B >D 4 4.5 5 5.5 6 6.5 7 7.5 B 9 10 11 12 13 14 8' -11" T -11" T -1" 6 -5" 5' -11' 5'-5" 5 -1" 4' -9" 4' -5" 3' -11" 3' -6" 3' -2" 2' -11" 7 -8" 2' -6' 90 MPH EXPOSURE C A A A A A A A A A A A A A A A 20 -10" 19' -1" 18' -5" 17' -0" 16-5" 15' -9" 15'2" 14' -8" 14' -3" 17 -9" 17 -1" 11'-6" 11, -0" 10' -7" 24 25 25 25 26 26 26 .27 27 27 28 28 28 29 29 30 29 29 29 28 28 28 28 27 27 28 28 28 29 29 32 31 31 30 30 30 29 29 29 28 28 28 28 29 29 33 32 32 32 3.1 31 31 30 30 29 29 29 28 29 29 (0.075 ") 14 Ga 3'X8" Steel C Post Substitutes Circular Attached Structure Freestanding or Multispan Units MAX 0.188 "x4 "D 0.188 "x4 "x4" MAX POST LENGTH POST MN FOOTER 12' 19 18' SPACING POST SIZE CONSTRAINED FOOTER (Fr) TYPE "d" 'd" "d" "d° On) (n) (in) On) 18' -11" B 28 31 32 34 1T -10' B 28 30 32 33 17 -5" B 28 30 32 33 10 -11' C 29 30 31 33 15 -6" B 29 29 31 32 15'-0" C 29 29 31 32 14' -2" C , 30 30 30 31 13' -5" C 30 30 30 31 17 -9" C 31 31 31 31 12' -2" C 31 31 31 31 11' -1" C 31 31 31 31 10' -8' C 31 31 31 31 10' -3" C 32 32 32 32 9' -11" C 32 32 32 32 9 -7' D 32 32 32 32 N 20 4 4.5 5 5.5 6 9,5 7 7.5 8 9 10 11 12 13 14 8' -11" 7 -11" T -1" 6 -5" 5' -11" 5' -5" 9-1" 4,9" 4,5" 4' -5" 3' -11' 3' -2" 7 -11: 7 -8" 2-6- A A A A A A A A A A A A A A A 20'10" 19 -1" 18'-5" 17'-0" 19 -5" 15' -9" 15' -2" 14'-8" 14' -3' 17 -9" 17-1" 11'-6' 11' -0" 10' -7" 9.8" C D 0 D 0 D D D D D E E E E 24 25 25 25 26 26 26 27 27 27 28 28 28 29 29 30 29 29 29 29 28 28 28 27 27 28 28 28 29 29 32 31 31 30 30 30 29 29 29 28 28 28 25 29 29 33 32 32 32 31 31 31 30 30 29 29 29 28 29 15' -5' 14' -r 13-10" 13' -2" 12,7" 11' -5' 11' -0" 19 -7" 10' -3" 9 -7" 9 -1" 8' -2" T -9" T -5" T-1" C C C C C C C C C D 0 D 0 D 0 22 22 23 23 24 23 24 24 24 25 25 25 25 26 26 28 27 27 27. 26 26 26 25 25 25 25 25 25 26 29 29 28 28 27 27 27 27 26 26 25 25 26 26 31 30 30 30 29 29 28 28 28 27 27 26 26 26 26 15'-5" 14' -7 13' -10" 13' -2" 17 -r 11' -5" 11'-0" 10 -r 10-3" 9 -7" 9 -1" 8' -2" 7 -5" T -1" C C C C C C C C C D D 0 0 D D 22 22 23 23 24 23 24 24 24 25 25 25 25 26 26 28 27 27 27 26 26 26 25 25 25 25 25 25 26 28 29 29 29 28 28 27 27 27 27 26 26 25 25 26 31 30 30 30 29 29 28 28 28 27 27 26 26 26 26 (0.060 ") 16 Ga 3 "x8" Steel C Attached Structure Freestanding or Multispan Units (0.105") 12 Ga 3 "x8" Steel C Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE (in) MAX POST LENGTH 12' 15' 18' CONSTRAINED FOOTER "6" "d" "d" On) On) (in) LIVE LOAD (PSF) TRIB WIDTH (FT) MAX POST SPACING ON SLAB (FT) POST RECTO FOR SLAB MAX POST SPACING (FT) MN POST TYPE FOOTER SIZE "d" (in) MAX POST LENGTH 12' I 15' I 18' CONSTRAINED FOOTER "a. "6. (in) (in) (in) (0.075 ") 14 Ga 3"x8" Steel C Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE •d" (in) MAX POST LENGTH 12' I 15' I 18' CONSTRAINED FOOTER "d" "d" (in) ON On) (0.060 ") 16 Ga 3 "x8" Steel C Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE ..d, (m) MAX POST LENGTH 17 I 15' 18' CONSTRAINED FOOTER "d" "6' d° (m) (in) (in) 15' -5" 14'-9" 14' -1" 13'7" 13' -1" 17 -7" 11'9" 10'-6" 10-0" 9 -5" 9' -0" 8 -7" T -11" 7' -7- B B B B B B B B B C C C C C 26 26 27 27 27 27 28 28 28 29 29 29 29 30 30 29 29 28 28 28 28 28 28 28 29 29 29 29 30 30 31 30 30 30 29 29 29 28 28 29 29 29 29 30 30 32 32 31 31 31 31 30 29 29 29 29 29 29 30 30 90 MPH EXPOSURE C 30 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 9 -0" 5,4" 4' -10" 4'-4' 4, -0" 3'-8" 3' -0" 2'-8" 2' -2" A A A A A A A A A A A A A 18' -5" 16' -10" 16 -1" 15'-4" 14' -9" 14' -2" 17 -11" 17 -6" 17 -1" 11' -5" 10 -10" 10' -3" D D E E E E E E E E E E 23 24 24 24 25 25 25 25 26 26 27 27 27 29 29 28 28 28 27 27 26 26 26 27 27 27 31 30 30 29 29 29 28 28 28 27 27 27 27 32 32 31 31 30 30 30 29 29 29 28 28 27 13'-10" 13' -0" 12'-4" 1F -1" 19-7" 19,2" 9 -9" 9 -5" 9 -1" 8, -1" 7 -7" 7 -3" 6 -10" 21 22 22 22 22 23 23 23 23 23 24 24 24 27 27 26 26 25 25 25 25 24 24 24 24 24 29 28 28 27 27 27 26 26 26 25 25 24 24 30 30 29 28 28 28 28 27 27 26 26 26 25 TABLE 4.1 11' -9' 10 -r 9 -7" 9-0' 8' -7" 8' -r 7' -9" 7 -5" 7 -1' 6• -7" 6 -1' 5-5" 5' -1" C C C C C C C C C D D D D 20 20 20 21 21 21 21 21 21 22 22 22 22 26 25 25 24 24 24 24 23 23 23 22 22 22 27 27 26 26 25 25 25 25 24 24 23 23 22 29 25 27 27 27 26 26 26 25 25 25 24 23 90 MPH EXPOSURE C 13' -0" 17 -2" 11' -5" 10' -3" 9'-4" 8' -11" 8' -2" 7 -1" 6 -B" 5'a" 8 B B B B B C C C C C C C C 21 21 21 21 22 22 22 22 22 23 23 23 24 23 24 27 26 26 25 25 25 24 24 24 23 23 23 24 23 24 28 28 27 27 26 26 26 25 25 25 24 24 24 23 24 30 29 29 28 28 27 27 27 26 26 25 25 25 24 24 13' -0" 17 -r 11' -5' 10' -3" 9-9" 9-4" 8' -11" 8'-6" 8' -7 7 -7" T -1" 9-8" 6 -3" 5,4" B B B B B B C' C C C C C C C C 21 21 21 21 22 22 22 22 22 23 23 23 24 23 24 27 26 26 25 25 25 24 24 24 23 23 23 24 23 24 28 28 27 27 26 26 26 25 25 25 24 24 24 23 24 30 29 29 28 28 27 21 27 26 26 25 25 25 24 24 GENERAL INSTRUCT ONS 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 1.4 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 42 OR 4.7 CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE SCO2 -2003 a (:Hnn'TF A I-1FADFR FROM TABLES 4.1 OR 4.6 THAT HAS 40 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 4'-6" 3' -7" 3' -0" 7 -9" 2' -r 7 -0" 1' -r A A A A A A A A A A A A 15' -8" 14' -10" 13' -4" 17 -9" 12' -2" 11' -8" 11' -3" 10' -10" 10' -6" 9. -5" 8' -11" 6' -5" E E E E E E E E E E 22 23 23 23 23 24 24 24 24 24 25 25 28 28 27 27 26 26 26 26 25 25 25 25 30 29 28 28 28 28 27 27 27 26 26 25 31 31 30 29 29 29 29 28 28 27 27 27 110 MPH EXPOSURE C 60 4 4.5 5 5.5 6 6.5 7 7.5 8 7 -2" 1•_10" 1' -r A A A A A A A A A 18' -5" 16 -10' 16 -1" 15' -4" 14'-9" 14' -2" 17 -11" 17 -6' 12' -1" E E E E E E E E 26 27 27 28 28 28 28 29 32 31 31 30 30 . 30 29 29 28 34 33 33 32 32 32 31 31 30 35 34 34 34 33 33 32 32 32 11'-4" 10-8' 10' -1' 9-r 9 -2" 8'-4" 8' -0" 7.8" 6 -11" 6 -r 5' -10" D D 0 D D 0 D 0 D E E 20 20 21 21 21 21 21 22 22 22 22 22 26 25 25 25 24 24 24 23 23 23 22 27 27 27 26 26 25 25 25 25 24 23 29 28 28 27 27 26 26 26 26 25 25 24 8'-7" 8 -1" 7 -7" 7 -2" 6 -10" 6'6" 6 -2" s -r C C C C C D D D D D D 19 19 19 19 20 20 20 20 20 20 20 20 25 24 24 23 23 23 22 22 22 21 21 20 26 26 25 25 24 24 24 23 23 22 22 22 27 27 26 26 26 25 25 25 24 23 23 23 9 -r 6• -r T -4" 6' -11" 6 -8" 6-0" 5 -9" 5' -7" 21 21 21 22 22 22 22 22 27 26 26 25 25 25 24 24 24 28 28 27 27 26 26 26 25 25 30 29 28 ' 28 28 27 27 26 26 7 -3" 6' -8" 6' -3" 5' -6" 5' -2" 4' -11" 4. -7" 4 -5" 4' -2" 19 20 20 20 20 20 20 20 20 25 25 24 24 23 23 23 22 22 27 26 26 25 25 24 24 24 23 28 27 27 26 26 25 25 25 24 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 OR 4.9 9. FIND THE 0/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 10.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 4.1 OR 4.6 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 TABLE 4.3 Post Requi ements for Attached Structures Post Description Max Hgt POST Twin 0 032 "x1.5 "x1.5" Clover 0.024"x3"3" Alum 12' A 0.024 "Post with Sideplates 10' A Clover 0.040"x3"x3" Alum 12' Colonial 0.062" Extruded 12' C 0.041 "x3 "x3" Steel Clover 12' D 0.041 "x3"x3" Steel Clover 8' 0.188 "x3 "X3" Steel Square 15' 0.188"x4"54 ". Steel Square. 18' Table 4.5 Square Post Substitutes Circular 0.041 "x3 "x3 " 0.188 "x3 "D 0.188535(3" 0.188 "x4 "D 0.188 "x4 "x4" 0.188 "x5 "D 0.188 "x5 "x5" 0.188 "x6 "D TABLE 4.4 Post Requirements for Freestanding Strudtures Post Description Max POST Height 0.041 "X3 "x3" Steel Clover 8' E 0.188 "x3 "x3" Steel Square 15 F 0.188 "x4 "x4" Steel Square . 18' G 0.188 "x5 "x5" Steel Square 18 H SS /U,�! 1. 1 a NON - CONSTRAINED CONSTRAINED 2/15/2004 4.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING STEEL HEADERS IN NORMAL WIND AREAS 90 MPH EXPOSURE B 10 0.041 "x3 "x3" Steel Cloverleaf 17-0" 15-1" A A Attached Freestanding or 20 20 20 20 Structure Multispan Units LIVE TRIG MAX POST MAX A 21 MAX POST LENGTH LOAD WIDTH POST REQ'D POST MIN FOOTER 8' I 10' 17 (PSF) (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER 9' -0" A ON SLAB SLAB (F1) TYPE "d" '0" l "d" ' "d" 10'5' A (FT) A 21 21 (in) (in) (in) (in) 90 MPH EXPOSURE B 10 4 4.5 17-0" 15-1" A A 11' -0" 10'9" A A 20 20 20 20 21 21 22 22 MAX POST LENGTH 5 127" A 10' -1" A 21 21 21 22 TYPE 5.5 174' A 9'9" A 21 21 21 22 32 6 11'4" A 9' -0" A 21 21 21 21 33 6.5 10'5' A 8' -9" A 21 21 21 21 34 7 9'-8" A 8'-6" A 22 22 22 22 35 7.5 9' -1" A T -11" A 22 22 22 22 35 8 8'-0" A 7 -9" A 22 22 22 22 36 9 T-6" A 7 -1" A 22 22 22 22 32 10 6 -9" A 5 -10" 8 23 23 23 23 • 11 5 -2" A 5 -7' B 23 23 23 23 4' -10' 12 5-8" A 6 -3" B 24 24 24 24 32 13 5' -2" A 5- -9" B 23 23 23 23 14' -5" 14 4' -10" A 5-6" B 24 24 24 24 4' -5" 15 4'-6" A 5'-4" B 24 24 24 24 31 16 . 4' -3" A 5 -2" B 24 24 24 24 12 -7 17 4' -0' A 5' -0" B 25 25 25 25 100 MPH EXPOSURE B 10 4 4.5 5 5.5 17'-0" 15 -1" 13' -7' 12 -4" A A A A 15-0" 9' -10" 9'-8" 9' -5" A A A A 19 20 20 21 ZD 20 20 21 21 21 21 21 22 22 22 21 MAX POST LENGTH 6 - • 11'4' A 9' -0" A 21 21 21 21 TYPE 6.5 10'-5' A 8' -9" A 21 21 21 - 21 32 7 _ - 9'-8' A 8' -6" A 22 22 22 22 33 7.5 9 -1" A - T-11" A 22 22 22 22 34 8 8' -6" A 7 -9" A 22 22 22 • 22 35 9 7-6" A T -1" A 22 22 - 22 22 35 10 5 -9' A 5 -10" B 23 23 23 23 - 36 11' 6-2" A 5 -7" B 23 23 23 23 32 12 5'-8" A 5 -3" B 24 24 24 24 . 15' -5" 13 5' -2" A 5 -9" B 23 23 23 23 4' -10' 14 4' -10" ' A 5' -6" B 24 24 1 24 24 32 15 4' -6" A 5'-4" B 24 24 24 24 14' -5" 16 4' -3" A 5 -2' B 24 24 24 24 4' -5" 17 4'-0" • A 5' -0" B - 25 25 25 25 90 MPH EXPOSURE C 10 4 4.5 5 5.5 6 17-0" 15' -1' -- 13' -7 - 174' 11'-4" A A A A ; A .9'-5 9' -7" - 9' -5" 9' -3" 9'-0" A A A A A 19 20 20 21 21 20 20 20 21 21 21 21 20 21 21 22 22 21 21 21 MAX POST LENGTH 6.5 - 10' -5' A 8' -9" A 21 21 - 21 21 - TYPE 7 9'-8" A 6-6" A 22 22 22 22 32 7.5 9' -1 " A 7' -11" A 22 22 22 22 33 8 8'-6" - A 7' -9" A 22 22 22 22 , 34 9 T-6 A 7-1" A 22 22 22 22 35 10 5 -9' A 5 -10" 9 23 23 23 23 35 11 5 -2' A 5 -7" B 23 23 23 23 36 12 5 -8" - A 6 -3" B 24 24 24 24 32 13 5 -2" A 5 -9" B 23 23 23 23 15' -5" 14 4' -10' A 5'-6" B 24 24 24 24 4' -10' 15 4'=6" A 5-4" 6 24 24 24 24 32 16 4' -3" A 5' -2" B 24 24 24 24 14' -5" 17 4'-0" A 5-0" B 25 25 25 25 100 MPH EXPOSURE C 10 4 17-0' A 9'-8" A 20 20 I 21 12 ga 3.5 "x10" Steel C Beam C C C C Attached Freestanding or 34 33 33 Structure Multispan Units MAX 30 31 MAX POST LENGTH POST MIN FOOTER 8' 15 17 SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d" "d" "d" "d" 31 31 (in) (in) (in) (in) I 35'-4" 37-6' 31'-6" C C C C 29 29 30 32 32 31 34 33 33 ,T) 3 A A A 2 f:3 2 2 ;2 A A 2 • .2 2 I 29' -1" D 30 31 32 28' -4' 27' -7" 31 31 32 27' -7" 34 31 31 32 25' -8" 31 31 31 31 25 -1" 32 32 32 32 24' -7" 32 32 32 32 22'-6" D 33 33 33 20' -8" 20' -8" 33 33 33 19' -11" 33 34 34 34 19' -1" 34 34 34 34 18' -4" 34 35 35 35 17 -8" 35 35 35 35 16' -2" E 35 35 35 15' -8° 16' -2" 35 35 35 15' -2" 35 36 36 36 34' -11" 32'-6" 31' -6" 29' -1" C C C C 29 29 30 30 32 32 31 31 34 33 33 32 36 35 35 34 28' -4" D 31 31 32 34 27' -7" D 31 31 32 34 25' -8" D 31 31 31 33 25 -1" D 32 32 32 33 24' -7" D 32 32 32 33 22 -6" D 33 33 33 33 20' -8" D 33 33 33 33 19' -11" D 34 34 34 34 19' -1" E 34 34 34 34 l8'-4" E 35 35 35 35 17 -8" E 35 35 35 35 16' -2" E 35 35 35 35 15' -8" - E 35 35 35 35 15' -2" E 36 36 36 36 . 33' -11 ". 32' -6" 31'-6 29' -1" 28' -4" Immmmmrn0000 0.0 0 000001 29 29 30 ' 30 31 _, 32 32 31 31 31 - 34 33 33 32 32 35 35 35 ' 34 34 27' -7" 31 - 31 32 34 MAX POST SPACING ON SLAB r o� 31 - 31 31 33 25' -1" 32 32 32 33 24' -7" 32 32 32 33 22' -6" 33 33 33 33 20' -8" 33 33 33 33 19' -11" 34 34 . 34 34 19' -1" 34 34 34 34 18' -4" 35 35 35 35 1T -8" 35 35 35 35 15 -2" 35 35 35 35 15-8" 35 35 35 35 18 36 36 36 36 30' -10" C 29 32 34 36 25 0.041'x3 "x3" Steel Cloverleaf 12 ga 3.5 "x10" Steel C Beam A A A A A A A A A A A A A . A Attached Structure Freestanding or Multispan Units 18 18 18 18 19 19 19 19 19 20 20 20 21 20 Attached Structure Freestanding or Multispan Units LIVE LOAD (PSF) TRIG WIDTH (FT) o ..o� MAX POST SPACING ON SLAB r o� POST REQ'D FOR - SLAB o MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" (in) MAX POST LENGTH 8' I 10' I 17 CONSTRAINED FOOTER "d" ( "d" (in) I "d" (in) • ( (in) MAX POST SPACING (FT) MN POST .TYPE FOOTER SIZE "d" (n) MAX POST LENGTH 12' I 15' 18' CONSTRAINED FOOTER ' "d" (in) I 'd" ( "d" n) (n) 25 4 4.5 5 5.5 6 7 7.5 B 9 10 11 12 13 T -2" 6-4" 5' -9" 5' -2" 4' -9" 4' -1" 3' -10" " 3' -7" 3' -7 2' -10" 2' -7" 2'-4" 2 -2" A A A A A A A A A A A A A . A T -9' T-1" 6' -10' 5 -7" 6' -3" 5-9" 5'-6' 5' -4' 5' -2" 4' -10" 4' -7" 4'-4" 4' -2' 3' -9" B B B B B B B B B B B B C B 18 18 18 18 19 19 19 19 19 20 20 20 21 20 18 18 18 18 19 19 19 19 19 20 20 20 21 20. 20 19 19 19 19 19 19 19 19 20 20 20 21 20 20 20 20 20 19. 19 19 19 19 20 20 20 21 20 24' -8" 27 -7" 20' -9" 20' -0" 19' -2" 18' -5" 17-9" 16-3" 15' -9" 14' -10" 14' -0" 13'-4" 12 -1" i 11' -7" _ E E E E E E E E E E E E E E 26 26 26 27 .- 27 27 28 28 28 28 29 29 29 30 33 32 31 31 31 30 30 29 29 29 29 29 29 30 34 34 33 33 32 32 32 31 31 30 30 30 29 30 36 35 35 34 34 34 33 33 32 32 31 31 30 30 25 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 T -2" 6-4" 5' -9" 5' -2" 4' -9" 4' -5" 4' -1" 3' -10' 3' -7" 3' -2" 7 -10" 7 -7" 7 -4" 2' -2" A A A A A A - A A A A A A A A T -9" 7-1" • ' 5 -10" 5 -7" 6-3" 5-9" 5-6' 5-4" 5 -2' 4' -10' 4'7" 4'4" 4' -2" 3'-9" B 8 B B B B B B B B B B C B 18 18 18 18 19 19 - 19 19 19 20 20 20 21 20 18 18 18 18 19 19 19 19 19 20 20 20 • 21 20 20 19 19 19 19 19 19 19 19 20 20 20 21 20 20 20 20 20 19 19 19 19 19 20 20 20 21 20 r. 1 (9.1 ■:1 g `A' 2 WIJJUJW WWWWjjjjjjj LU 33 32 31 31 31 30' 30 29 29 ' 29 29 29 29 30 34 34 33 33 32 32 32 31 31 30 30 30 29 30 36 35 35 34 34 34 33 33 32 32 31 31 30 30 30 4 6' -0" A 5 -11" • 0 0 0 CO 07 CO 07 07 CO CO CO CO 0, 17 18 19 20 22' -2" E 25 32 34 35 4.5 5'-4" A 5-8" 17 18 19 20 20' -3" E - 25 31 33 34 5 4' -10" A 54" 18 18 19 19 19' -3" E 26 31 32 34 A 5-8" 18 18 18 19 18'4" E 26 30 32 34 6 4' -0' A 5' -5" 18 18 18 19 17' -7" E 26 30 32 33 6.5 3' -8" A 5 -3" 18 18 18 19 15 -0" E 26 29 31 32 7 3' -5" A 5-0" 18 18 18 18 15' -5" E 27 29 31 32 7.5 3' -2" A 4' -10' 18 18 18 18 14' -11" E 27 29 30 32 8 3' -0" A 4'-8" 19 19 19 19 14' -5" E 27 29 30 32 - - 9 7 -8" A 4' -5" 19 19 19 19 13' -7" E 28 28 30 31 10 7 -5 A 4' -2" 19 19 19 19 12 -7 E 28 28 29 30 11 ' 2 -2' A 3'-9" 19 19 19 19 17 -7" E 28 28 29 30 12 7 -0' A. 3' -7" 20 20 20 20 11' -1" E 28 26 28 30 OVER- ' HANG (F1) TABLE 4.6 TABLE 4.7 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES(FT) 2 3' 3.5 4' 4.5' 5' 6' T 10' 11', 17 13' 14' 15' 15 17' 18' 19' 20' 21' 22' 23' 4' 4.5'., 5' 5.5' 6' 6.5' 7' 7.5' 8' '8.5' 9' 9.5' 10' 10.5' 11' 11.5' 4.5' 5' 5.5' 5 6.5' T 7.5' 8' 8.5' 9' 9.5' . 10' 10.5' 11' 11.5' 12' 5' 55 5" 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5 12' 12.5' WA 5.75' 6.25' 6.75' 725' 7.75' 8.25' 8.75 9.25' 9.75 10.25' 10.75' 1125' 11.75' 12.25' 1275' WA WA N/A 7 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 125 13' WA N/A -N/A WA WA 8.25' 8.75 9.25' 9.75 1025 10.75' 11.25' 11.75' 1225' 12.75' 1325' N/A N/A N/A NIA WA WA 9' 9.5' 10 10.5' 11' 11.5' 12' 125' 13' 13.5 WA N/A WA WA WA WA N/A N/A 10.25' 10.75' 1125' 11.75' 12.25' 12.75' 13.25' 13.75' N/A WA N/A N/A . WA N/A N/A N/A WA N/A 11.5' 12' 12.5' 13' 13.5' 14' N/A _ N/A WA WA N/A N/A N/A WA N/A N/A N/A N/A N/A 13.5 14' 14.5 NIA N/A N/A N/A N/A N/A WA N/A N/A N/A WA. WA WA WA N/A N/A Equivalent F Constrained Footings "d" (in) ters I NonConstrained Footings . "d" (in) 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 18 20 22 23 24 26 27 29 31 33 35 36 38 39 40 41 43 44 46 47 48 Table 4.11 THIS TABLE MAYBE USED WITH ALL STRUCTURES (J. nil ,ii il(`` -1 A ONA- XPIRES 02 -25- I POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING 0.041 "x3 "x3" Steel Cloverleaf Attached Structure Freestanding or Multispan Units AD OF) 0 TRIG MAX POST WIDTH POST REO'D (FT) SPACING FOR ON SLAB SLAB (FT) 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 15 16 17 17-4" 11' -4" 9' -8" T -6" 6• -2" 5' -8' s• -2' 4• -10" 4' -6" 9D MPH EXPOSURE B A A A A A A A A A A A A A A A MAX POST SPACING (FT) 9,_0" 8' -9" 7' -11" T -9" 7 -1" 6'10" 6 -7" 6 -3" 5.-9" 5'-6" 5'-4" 5 -2' 5, -0" MIN POST TYPE A A A A A A A B B B B B B B FOOTER SIZE .5" (n) 22 22 23 23 23 23 24 24 25 25 25 25 25 26 26 MAX POST LENGTH 8' 10' 12' CONSTRAINED FOOTER (in) (in) (in) 22 22 23 23 23 23 24 24 25 25 25 25 25 26 26 22 22 23 23 23 23 24 24 25 25 25 25 25 26 26 22 22 23 23 23 23 24 24 25 25 25 25 25 26 26 :0 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 8' -1 1" T -11" T -1" 5 -11" 5' -5" 5, -1" 4' -5" 3' -11" 2' -11" 7 -8" 2' -6" A A A A A A A A A A A A A T -10" T -7' 6' -11" 6-5" 5' -10" 5,-5" 4' -11" 4'-8" 3' -10' A A A B B B B B B B B B B B B 18 18 18 19 18 19 19 19 19 20 20 20 21 21 21 19 18 18 19 19 19 19 19 19 20 20 20 21 21 21 20 19 19 19 19 19 19 19 19 20 20 20 21 21 21 20 20 20 20 19 19 19 19 19 20 20 20 21 21. 21 12 ga 3.5'X10" Steel C Beam Substitutes Circular. Attached Structure Freestanding or Multispan Units MAX( 0.188 "x3 "x3" MAX POST LENGTH POST MIN FOOTER 8' 10' 12' SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d" "d" "5". "d" (in) (in) (in) (in) 29-1" C 32 32 34 35 28' -4" D 33 33 34 35 27-7" D 33 33 33 35 25' -8" D. 33 33 33 34 25' -1" D 34 34 34 34 24' -7" D 34 34 34 34 22'-6" D 35 35 35 35 20'-8" D 35 35 35 35 19' -11' D 35 35 35 35 19' -1" E 36 36 36 36 18'-4" E 36 36 36 36 17 -8" E 37 37 37 37 16 -2" E 37 37 37 37 15' -8" E 37 37 37 37 15-2" E 38 38 38 38 25' -0" 22' -11" 22' -7 20' -5" 19' -T 18' -10" 18' -2' 17' -6" 16 -1" 15' -7 14' -4" 13' -B" 13' -1" 11' -11" 11' -5" E 26 26 27 27 27 28 28 28 28 29 29 30 30 30 30 30 29 29 28 28 28 28 28 28 29 29 30 30 30 30 31 31 30 30 29 29 29 29 28 29 26 30 30 30 30 33 32 32 31 31 30 30 30 29 29 29 30 3D 30 30 0.041'X3 "x3" Steel Cloverleaf 12 ga 3.5 "x10" Steel C Beam Attached Structure Freestanding or Multispan Units Attached Structure Freestanding or Multispan Units LIVE LOAD (PSF) TRIB WIDTH (FT) MAX POST SPACING ON SLAB (Fr) POST REQ'D FOR SLAB MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE (in) MAX POST LENGTH 8' 10' 17 CONSTRAINED FOOTER (in) (in) I. (in) 90 MPH EXPOSURE C MAX POST SPACING (Fr) MIN POST TYPE FOOTER SIZE ^d- (n) MAX POST LENGTH 12' 15' 18' CONSTRAINED FOOTER "d., "d" "d" (in) (n) (in) 30 4 4.5 5 5.5 6 6.5 7 7.5 9 10 11 12 6-0" 5'-4" 4' -10" 4,4" 4'-0" 3'-8" 3' -2" 3'-0" 2, -8" 2 -5• 7 -2" 2'-0" A A A A A A A A A A A A 6 -11" 9-4" .5' -0" 4' -10' 4' -2" 3' -7- B B B B B 8 C C C 17 17 18 18 18 18 18 18 19 19 19 19 20 18 18 18 18 18 18 18 18 19 19 19 19 20 19 19 19 18 18 18 18 18 19 19 19 19 20 2D 20 19 19 19 19 16 18 19 19 19 19 20 22' -2" 20' -3" 19' -3" 18'-4" 1T -7" 16-0" 15 -5" 14' -11" 14• -5" 13'-7" 17 -2" 11' -7" 11' -1" 25 25 26 26 26 26 27 27 27 28 28 28 28 32 31 31 '38 30 29 29 29 29 28 28 28 28 34 33 32 32 32 31 31 30 30 30 29 29 28 35 34 34 34 33 32 32 32 32 31 30 30 30 90 MPH EXPOSURE C 40 4 4.5 5 5.5 6 6.5 7 7.5 6 9 10 11 4' -6" 3,_7" 7 -9" 2'-0" 1' -9" 1' -7" A A A A A A A A A A A A 5' -10" 5' -6" 5' -2" 4' -11" 4'-8" 4'-6" 4'-4" 4' -2" • 3' -10" 3 -7" 3' -5" 7 -3" B B B B 16 16 17 17 17 17 17 18 17 18 18 18 17 17 17 17 17 17 17 18 17 18 18 18 18 18 18 17 17 17 17 18 17 18 18 18 19 19 18 18 18 18 18 18 18 18 19 19 18' -9" 1T -8 ". 15' -11' 15'-2" 14'-6" 13' -11- 13'-4" 12,3" 11' -10" 11' -1" 10'-6" 9'-6" E E E E E E E E E E E E 23 24 24 24 25 25 25 25 25 26 26 . 26 30 30 29 29 29 28 28 27 27 27 26 26 32 32 31 31 30 30 30 29 29 28 28 27 34 33 32 32 32 31 31 ' 30 30 30 29 28 110 MPH EXPOSURE C 10 90 MPH EXPOSURE C 4 4.5 5 5.5 6 6.5 7 7.5 8. 9 10 11 12 13 14 8' -11" T -11" T -1" 6' -5" 5' -11" 5' -5" 5 -1" 4' -9" 4,5' 3' -11' 3' -6" 7 -2" 7 -11" 7 -8" 2-6" A A A A A A A A A A A A A A A T -10" 7 -7" 6 -11" 6' -9" 6 -5" 5' -10" 5'-8" 5' -5" 5'3" 4' -11" 4'-8" 3' -10" 3' -9" A A A B B B B B B B B a B 8 18 18 18 19 19 19 19 19 19 20 20 20 21 21 21 19 18 18 19 19 18 19 19 19 20 20 20 21 21 21 20 19 19 19 19 19 19 19 19 20 20 20 21 21 21 20 20 20 20 19 19 19 19 19 20 20 20 21 21 21 25' -0" 22' -11" 27 -2" 20' -5" 19-7" 18' -10" 18' -2" 1T-6" 16 -1" 15' -7 14'-4" 13'-8' 13'-1" 11' -11" 11' -5" D D D D E E E E E E E E 26 26 27 27 27 28 28 28 28 29 29 30 30 30 30 30 29 29 28 28 28 28 28 28 29 29 34 30 30 30 31 31 30 30 29 29 29 29 28 29 29 30 30 30 30 33 32 32 31 31 30 30 30 29 29 29 30 30 30 30 60 4 4.5 5 5.5 6 8.5 7 7.5 3' -0" 2' -8" 2, -5" 2 -7 2, -0" 1' -10" 1' -9" 1' -7" 1'-6" A A A A A A A A A 6' -11" 6-8" 5 -B" 5-3- 5' -0" 4' -10" 4'-B" D D D D D D D 19 20 20 20 20 20 21 21 21 20 20 20 20 20 20 21 21 21 21 21 20 20 20 20 21 21 21 21 21 21 20 20 21 21 21 14' -7" 13' -9" 13' -0" 11' -9" 11' -7' 10' -9" • 10'-4' 8' -5" E E E E E E E E E 24 25 25 25 26 26 26 26 26 31 31 30 30 29 29 29 28 28 33 33 32 31 31 31 30 30 29 35 34 34 33 32 32 32 31 31 GENERAL INSTRUCT ONS 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 1.4 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 4.2 OR 4.7 CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE SCO2 -2003 6. CHOOSE A HEADER FROM TABLES 4.1 OR 4.6 THAT HAS 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 OR 4.9 9. FIND THE 0/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 10.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 4.1 OR 4.6 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 TABLE 4.8 Post Requirements for Attached Structures Post Description Max. Hgt POST Twin 0.032 "x1.5 "x1.5" 8' A Clover 0.024 "x3"x "Alum 12' 0.024 "Post with Sideplates 10' A Clover 0.040"x3"x3" Alum 12' B Colonial 0.06? Extruded 12' C 0.041"x3"x3" Steel Clover 12'. D 0.041 "x3 "X3" Steel Clover 8' E 0.188"x3"x3" Steel Square 15' F 0.188"x4 "x4" Steel Square 18' G Table 4.10 Post Square Substitutes Circular. 0.041'X3 "x3" 0.188"x3"D 0.188 "x3 "x3" 0.188'5(4 "D 0.188 "x4 "x4" 0.188 "x5"D 0.188 "x5 "x5' 0.188 "x6 "D Table 4.12 Equivalent Footers Depth of Circular Footing Cube "d "'(in) Diameter of Ci cular Footing 12" 18° 24" 30" 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 15" 19" 24" 30" 36" 43" 52" 61" 71" 82" 94" 108" Na rl/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 12" 12" 12" 13" 16" 19" 23" 27" 31" 36" 42" 48" 54" 61" 69" 77" 86" 96" 106" 117" 129" 141" 154 168" n/a n/a n/a n/a n/a n/a 12" 12" 12" 12" 12" 12" 13" 15" 18" 20" 24" 27" 31" 35" 39" 44,. 49" 54" 60" 66" 72" 79" 87" 95" 103" 112" 121" 131" 141" 152" 12" 12" 12" 12" 12" 12" 12" 12" 12" 13" 15" 17" 20" 22" 25" 28" 31" 35" 38" 42" 46" 51" 56" 61" 66" 72" 78" 84" 91" 98" THIS TABLE MAY BE USED WITH ALL STRUCTURES TABLE 4 -9 Post Requirements for Freestanding Structures Post Description Max POST Height 0.041'5(3 "x3" Steel Clover 8' E 0.188 "x3 "x3" Steel Square 15'. F 0.188 "x45(4" Steel Square 18' G 0.188 "x5 "x5" Steel Square 18 H I EXPIRES 02 -25 I POST /-3.5' SLAB I'r1C# NON- CONSTRAINED CONSTRAINED • 4 5,0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING I BEAMS IN NORMAL WIND AREAS 10 4"x 3" I beam 17'-0" 15' -1" 13' -7" 12'-4' 11' -4" 10' -5' 9' -8" 9 -1" 8' -6" T -6" 6=9" 6-2"' 5' -8" 5 -2" - 4' -10" 4'-6" 4' -3" 4' -0" A A A A A A A A A A A A A A A A A A Attached Freestanding or 21 22 22 23 23 23 24 24 25 25 26 26 26 26 26 26 26 26 21 22 22 23 23 23 24 24 25 25 26 26 26 26 26 26 26 26 Structure Muttispan Units LIVE TRIB MAX POST MAX B 23 MAX POST LENGTH LOAD WIDTH POST REQ'D POST MIN FOOTER 12' I 15 I 18' (PSF) (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER 11' -1' B ON SLAB SLAB (PT) TYPE "d" "d" "d" "d" 9"-1" A (FT) _ B 24 24 (in) (in) (in) (in) 10 4 4.5 5 5.5 6 6.5 7 7 -5 8 9. 10 11 12 13 14 15 16 17 17'-0" 15' -1" 13' -7" 12'-4' 11' -4" 10' -5' 9' -8" 9 -1" 8' -6" T -6" 6=9" 6-2"' 5' -8" 5 -2" - 4' -10" 4'-6" 4' -3" 4' -0" A A A A A A A A A A A A A A A A A A 13'-4" 17 -10" - 12' -5" 17-0" 11'-8" 11'-4" 11' -1" 10' -10" 10' -7" 10' -3" 9' -10" 9 -7" 8' -10" 8' -2" T -r 7 -1" 6-7" 6 -3" A A A A B B B B B B B B B B B B 8 B 21 22 22 23 23 23 24 24 25 25 26 26 26 26 26 26 26 26 21 22 22 23 23 23 24 24 25 25 26 26 26 26 26 26 26 26 23 22 22 23 23 23 24 24 25 25 26 26 26 26 26 26 26 26 23 23 23 23 23 23 24 24 - 25 25 26 26 26 26 26 26 26 26 100 MPH EXPOSURE B 10 4 4.5 5 . 5.5 17' -0" 15' -1" 13' -T' 12'4" A A A A 13'-4" 12' -10" 17 -5" 17 -0' A A A A 21 22 22 23 21 22 22 23 23 22 22 23 23 23 23. '23 MAX POST LENGTH 6 - 11'-4' A 11' -8' B 23 23 23 23 TYPE 6.5 ' 10' -5" A 11'4" B 23 23 23 23 29 7 9' -8" A 11' -1' B 24 24 24 24 24 7.5 9"-1" A 10' -10" B 24 24 24 24 8'-6" 8 8' -6". A 10 -7" 6 25 25 25 25 30 9 7'-6" A 10' -3" B 25 25 25 25 25 10 6' -9' A 9 -10" B 28 26 28 26 11 6' -2" A 9'4" 8 26 26 28 26 17 -6" 12 5' -8" A 6' -8" 8 26 26 26 26 9 -1' 13 5 -2" A 8' -2" 8 26 26 26 26 32 14 4' -10" A 7 -7" B 26 26 26 26 26 15 4' -6" A 7 -1" B 26 26 - 26 26 ' 16 4' -3" A 6' -r B 26 26 26 26 33 17 4' -0" A 5 -3" B 26 26 26 26 90 MPH EXPOSURE C 7 "x 4" I beam 4 4.5 5 5.5 6 6.5 Attached Freestanding or - 13'4' 17 -10" 17-5" 17 -0" 11'-8" 114' Structure Multispan Units MAX 23 22 22 23 23 23. 23 23 23 23 23 23 MAX POST LENGTH POST MIN FOOTER 12' I 15 I 18' SPACING POST SIZE CONSTRAINED FOOTER . (FT) TYPE "d" "d" I "d" I - "a" 24 24 (in) (In) (in) 1 (in) 23'-6" 22' -8" 21' -11 ° 21' -3" 20'-8" 20 -1" 19' -8" 19' -3" 18' -10" 18' -1" 17' -6" 17'-0" 16' -6" 16,1" 15' -3" 14' -3" 13,5" 12' -r B B B C C C C C D D 0 D D D D 25 26 27 27 28 28 29 29 30 30 31 32 32 33 33 33 33 33 26 26 27 27 28 28 29 29 30 30 31 32 32 33 33 33 33 33 28 28 27 27 28 28 29 29 30 30 31 32 32 33 33 33 33 33 29 29 29 28 28 28 29 29 30 30 31 32 32 33 33 33 33 33 23' -6 22' -8" 21' -11" 21' -3" 20' -1" 19' -8" 19' -3" 18' -10' . 18' -1" 17-6" 17' -0" 16' -6" 16' -1" 15' -3" 14' -3" 13' -5" 17 -7" B B B C C C C C D D D D D D D D 25 26 27 27 28 28 29 29 30 30 31 32 32 33 33 33 33 33 26 26 27 27 28 28 29 29 30 30 31 32 32 33 33 33 33 33 28 28 27 27 28 28 29 29 30 30 31 32 32 33 33 33 33 33 29 29 29 28 28 28 29 29 30 30 31 32 32 33 33 33 33 33 10 4 4.5 5 5.5 6 6.5 1r-o- 15' -1" - 13' -7" 12'-4" 11'-4" 10' -5" A • A A A . A A - 13'4' 17 -10" 17-5" 17 -0" 11'-8" 114' A A A . A B B 21 22 22 23 23 23. 21 22 22 23 23 23 23 22 22 23 23 23. 23 23 23 23 23 23 23'-6" 27 -8" 21-11" 21' -3" . 20-8" 20 -1" 6 B B .13 C C 25 26 27 27 28 - 28 26 26 27 27 -28 28 28 28 27 27 28 28 29 29 29 28 28 28 POST REQ'D FOR SLAB 7 9 =8" A 11 =1 " B 24 24 24 24 19 -8' C 29 29 29 . 29 7.5 - 9' -1" A 10' -10" B - 24 24 24 24 19 -3" C 29 29 29 29 8 8'-6" A 10 -7" B 25 25 25 25 18' -10" C 30 30 30 30 9 7'-6" A 10 -3' B 25 25 25 25 18' -1" D 30 30 30 30 10 6 -9" A 9'-8" B 26 26 26 26 17 -6" D 31 31 31 31 11 6 -2' A 9 -1' B 26 26 26 26 17-0" D 32 32 32 32 12 5'-8" A B'-6" B 26 26 26 26 16 -6" 0 32 32 32 32 13 5' -2" A 8' -0' - 8 26 26 26 26 16 -1" D 33 33 33 33 14 4' -10" - A 7 -7" B 26 26 26 26 15' -3" D 33 33 33 33 15 4'-6" A 7 -1" B 26 26 26 26 14' -3" D 33 33 33 33 16 4' -3' A 6 -7" B 26 26 26 26 13' -5" D 33 33 33 33 17 4',0"- - A 6 -3" B 26 26 26 26 12' -7" 0 33 33 33 33 100 MPH EXPOSURE C 4 1710" A 17 -1" A 21 22 23 I 24 I I 23-6" B I 27 I 27 I 29 33' -3" 37 -3" 31' -3" 30' -5" 29' -8" 29' -0" 28' -5" 27 -10" 26 -8" 25' -11" 24' -5" 23' -10" 22' -9" 22' -3" 21' -10" C C D D D D D E E E E E E E E E E 29 30 30 31 32 32 33 33 34 35 36 36 37 38 38 39 39 40 31 30 30 31 32 32 33 33 34 35 36 36 37 38 38 39 39 40 32 32 32 32 32 32 33 33 34 35 36 36 37 38 38 39 39 40 34 34 33 33 33 33 33 33 34 35 36 36 37 38 38 39 39 40 34' -6" 37 -3" 31' -3" 30' -5" 29' -8" 29' -0" 28' -5" 27' -10" 26 -9" 25' -11" 25' -1" 24' -5" 23' -10" 23' -3" 27 -9" 27 -3" 21' -10" C C C 0 D D D D E 29 30 30 31 32 32 33 33 34 35 36 36 37 38 38 39 39 • 40 31 32 30 32 30 32 31 32 32 32 32 32 33 33 33 33 34 34 35 35 36 - 36 36 36 37 37 38 -38 38 38 39 39 39 39 40 40 34 34 33 33 33 33 33 33 34 35 36 36 37 38 38 39 38 40 34'-0" 33' -3" 37 -3" 31' -3" 29' -8" 29,0" 28' -5" 27' -10" 26 -9" 25' -11" 25' -1" 24' -5" 23' -10" 21,10" C C C D 0 D D 0 E E E E E E E E E 30 30 31 32 32 33 33 34 35 36 36 37 38 38 39 39 40 31 30 30 31 32 32 33 33 34 35 36 36 37 38 38 • 39 39 40 32 32 32 32 32 32 33 33 34 35 36 36 37 38 38 39 39 40 34 34 33 33 33 33 33 33 34 35 36 36 37 38 38 39 39 40 30 I I 34' -6" I C 30 I 32 I 34 I -35 I 25 4 4.5 5 5,5 6 6.5 7 7.5 8 9 10 11 12 13 5' -9" 5' -2' 4 -1" 3' -10" 3' -r 2 -10" 2' -2" 90 MPH EXPOSURE C A A A A A - A A A A A A A A A 10' -r 10' -3" 9 -10" 8' -10' 7 -1" 6 -r 5' -11" 4' -10" B B B C C C C C C C C C C C 19 20 20 21 21 21 21 21 21 21 21 21 21 21 20 20 20 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 22 22 22 22 21 21 21 21 21 21 21 21 21 21 7 "x 4" I beam 10 "x 5.5" I beam Attached Structure Freestanding or Muttispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" On) MAX POST LENGTH 12' I 15' I 18' CONSTRAINED FOOTER (in) I (in) I (in) 18' -10" 18' -1" 17'-6" 17-0" 16'-6" 16' -1" 15' -3" 14' -3" 13' -5" 11' -11" 10' -9" 8' -11" 24 24 25 25 25 26 26 26 26 26 26 27 27 27 25 25 25 25 26 26 26 26 26 26 26 27 27 27 26 26 26 26 26 26 26 26 26 26 26 27 27 27 28 27 27 27 27 27 26 26 26 26 26 27 27 27 Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" (in) MAX POST LENGTH 12' 15' I 18' CONSTRAINED FOOTER (in) J (in) (in) 27' -10" 26 -9" 25 -11° 24' -5" 23' -1D" 23' -3" 27 -9" 21' -5" 20' -8" 20' -1" 19' -6" 19' -0" 27 28 28 29 29 30 30 31 31 32 33 34 34 35 29 29 29 29 29 30 30 31 31 32 33 34 34 35 31 30 30 30 30 30 30 31 31 32 33 34 34 35 32 32 32 31 31 31 31 31 31 32 33 34 34 35 25 4 4.5 5 5.5 6 65 7 7.5 8 . 9 10 11 12 13 6 -4" 6-9" 5. -2" 4. -9" 4,-5" 4' -1" 3' -10" 3. -7" 3. -2" 2' -10" r -r 24" 7 -2" 90 MPH EXPOSURE B A A A A A A A A A A A A A A 10' -7" 10' -3" 9' -10" 9' -r 8' -10" T -r 6' -7" 5' -11" 4' -10" B C C C C C C C C C C 19 20 20 21 21 21 21 21 21 21 21 21 21 21 20 20 20 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 22 22 22 22 21 21 21 21 21 21 21 21 21 21 18' -10" 18' -1" 17' -6" 1r-0" 16 -6' 16 -1" 15' -3" 14' -3" 13' -5" 11' -11" 10' -9" 9 -9" 8' -11" E E 24 24 25 25 26 26_ 26 26 26 28 26 27 27 27 25 25 25 25 26 26 26 26 26 26 26 27 27 27 26 26 26 26 26 26 26 26 26 26 26 27 27 27 28 27 27 27 27 27 26 26 26 26 26 27 27 27 27' -10' 26 -9' 25' -11" 25' -1" 24' -5" 23' -10" 23' -3" 22' -9" 27-3" 21'5" 20' -8" 20' -1" 19' -6" 19 -0" 27 28 28 29 29 30 30 31 31 32 33 34 34 35 29 29 29 29 29 30 30 31 31 32 33 34 34 35 31 30 30 30 30 30 30 31 31 32 33 34 34 35 32 32 32 31 31 31 31 31 31 32 33 34 34 35 30 4 4.5 5 5.5 6 6.5 7 7 -5 8 9 10 11 12 6' -0" 5'-4" 4' -1D" 4' -0" 3' -2" 3'-0" 7-8" 2 =5" 2' -2" 7-0" A A A A A A A A A A A A 10"0" 8' -11" 6' -10" 5' -11" 517" 4' -11" 4'-0" C C C C C C C C C C C 19 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 21 21 20 20 20 20 20 20 20 20 20 20 20 22 21 21 21 20 20 20 20 20 20 20 20 17 -9" 1T -1" 16 -6" 16' -0" 14' -11" 13' -10' 1710" 12.0" 11,3" 10-0" 9-0" T-6" D E E E E E E E E E E 23 24 24 25 25 25 25 25 25 25 25 25 25 25 25 24 25 25 25 25 25 25 25 25 25 25 26 26 26 25 25 25 25 25 25 25 25 25 27 27 27 27 26 26 25 25 25 25 25 25 25 264" 25' -4" 24'-6' 23' -9" 27-6" 21' -11" 21' -5" 21' -0" 20' -3" 19' -6" 16' -11' 16'2" E E E E E E E E E E E E 26 27 28 28 29 29 30 30 31 32 32 33 34 OVER- HANG (FT) 1' 2' 2.5' 3' 3.5' 4' 4.5' S 6 r 8' 9' 10' 11' TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 12' 13' 14' 15' 16' 1 r 18 19 20' 21' 22' 23' 4' 4.5' 5' 5.5' 6' . 6.5' T 75' . 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 4.5' 5' 5.5' 6' 6.5' T 7.5' 8' 8,S 9' 9.5' 10' 10.5' 11' 11.5' 12' 5' S.5' 6' 6.5' T 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 17 125' N/A 5.75' 6.25' 6.75' 7.25' 7.75' 8.25' 8.75 925 9.75' 10.25' 10.75' 11.25' 11.75' 1225' 12.75' N/A N/A N/A 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 17 125' 13' N/A N/A N/A N/A N/A 825 8.75' 9.25' 9.75' 10.25' 10.75' 1125' 11.75' 12.25' 1275' 13.25' N/A N/A N/A N/A WA N/A 9 9.5 10' 105' - 11' 11.5' 17 125' 13' 135' N/A N/A N/A WA WA WA N/A WA 1025' 10.75' 1125' 11.75' 12.25' 1275' 13.25' 13.75' N/A N/A N/A N/A WA N/A N/A N/A N/A N/A 11.5' 12' 12.5' 13' 13.5 14' WA N/A N/A WA N/A N/A N/A WA N/A N/A N/A N/A N/A 13.5' 14' 14.5' N/A N/A N/A N/A N/A N/A N/A WA WA WA N/A WA N/A N/A WA N/A 71 29 29 28 28 29 29 30 3D 31 32 32 33 4 30 30 30 30 29 29 30 30 31 32 32 33 4 32 31 31 31 31 31 30 30. 31 32 32 33 34 rr A.LE5.1 - "'_._ Attached Structure Freestanding or Muttispan Units 4 "x3 "I beam Attached Structure Freestanding or Muttispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" (in) MAX POST LENGTH 12' I 15 CONSTRAINED "d" I "A" (in) I 18' FOOTER I "d" (n) LIVE LOAD (PSF) TRIB WIDTH (FT) MAX POST SPACING ON SLAB (� POST REQ'D FOR SLAB MAX POST SPACING (FT) - MIN POST TYPE FOOTER SIZE "d" (In) _ MAX POST LENGTH 17 I 15' CONSTRAINED FOOTER "d• "d" (in) (in) I I 18' "d" (in) 33' -3" 37 -3" 31' -3" 30' -5" 29' -8" 29' -0" 28' -5" 27 -10" 26 -8" 25' -11" 24' -5" 23' -10" 22' -9" 22' -3" 21' -10" C C D D D D D E E E E E E E E E E 29 30 30 31 32 32 33 33 34 35 36 36 37 38 38 39 39 40 31 30 30 31 32 32 33 33 34 35 36 36 37 38 38 39 39 40 32 32 32 32 32 32 33 33 34 35 36 36 37 38 38 39 39 40 34 34 33 33 33 33 33 33 34 35 36 36 37 38 38 39 39 40 34' -6" 37 -3" 31' -3" 30' -5" 29' -8" 29' -0" 28' -5" 27' -10" 26 -9" 25' -11" 25' -1" 24' -5" 23' -10" 23' -3" 27 -9" 27 -3" 21' -10" C C C 0 D D D D E 29 30 30 31 32 32 33 33 34 35 36 36 37 38 38 39 39 • 40 31 32 30 32 30 32 31 32 32 32 32 32 33 33 33 33 34 34 35 35 36 - 36 36 36 37 37 38 -38 38 38 39 39 39 39 40 40 34 34 33 33 33 33 33 33 34 35 36 36 37 38 38 39 38 40 34'-0" 33' -3" 37 -3" 31' -3" 29' -8" 29,0" 28' -5" 27' -10" 26 -9" 25' -11" 25' -1" 24' -5" 23' -10" 21,10" C C C D 0 D D 0 E E E E E E E E E 30 30 31 32 32 33 33 34 35 36 36 37 38 38 39 39 40 31 30 30 31 32 32 33 33 34 35 36 36 37 38 38 • 39 39 40 32 32 32 32 32 32 33 33 34 35 36 36 37 38 38 39 39 40 34 34 33 33 33 33 33 33 34 35 36 36 37 38 38 39 39 40 30 I I 34' -6" I C 30 I 32 I 34 I -35 I 25 4 4.5 5 5,5 6 6.5 7 7.5 8 9 10 11 12 13 5' -9" 5' -2' 4 -1" 3' -10" 3' -r 2 -10" 2' -2" 90 MPH EXPOSURE C A A A A A - A A A A A A A A A 10' -r 10' -3" 9 -10" 8' -10' 7 -1" 6 -r 5' -11" 4' -10" B B B C C C C C C C C C C C 19 20 20 21 21 21 21 21 21 21 21 21 21 21 20 20 20 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 22 22 22 22 21 21 21 21 21 21 21 21 21 21 7 "x 4" I beam 10 "x 5.5" I beam Attached Structure Freestanding or Muttispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" On) MAX POST LENGTH 12' I 15' I 18' CONSTRAINED FOOTER (in) I (in) I (in) 18' -10" 18' -1" 17'-6" 17-0" 16'-6" 16' -1" 15' -3" 14' -3" 13' -5" 11' -11" 10' -9" 8' -11" 24 24 25 25 25 26 26 26 26 26 26 27 27 27 25 25 25 25 26 26 26 26 26 26 26 27 27 27 26 26 26 26 26 26 26 26 26 26 26 27 27 27 28 27 27 27 27 27 26 26 26 26 26 27 27 27 Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" (in) MAX POST LENGTH 12' 15' I 18' CONSTRAINED FOOTER (in) J (in) (in) 27' -10" 26 -9" 25 -11° 24' -5" 23' -1D" 23' -3" 27 -9" 21' -5" 20' -8" 20' -1" 19' -6" 19' -0" 27 28 28 29 29 30 30 31 31 32 33 34 34 35 29 29 29 29 29 30 30 31 31 32 33 34 34 35 31 30 30 30 30 30 30 31 31 32 33 34 34 35 32 32 32 31 31 31 31 31 31 32 33 34 34 35 25 4 4.5 5 5.5 6 65 7 7.5 8 . 9 10 11 12 13 6 -4" 6-9" 5. -2" 4. -9" 4,-5" 4' -1" 3' -10" 3. -7" 3. -2" 2' -10" r -r 24" 7 -2" 90 MPH EXPOSURE B A A A A A A A A A A A A A A 10' -7" 10' -3" 9' -10" 9' -r 8' -10" T -r 6' -7" 5' -11" 4' -10" B C C C C C C C C C C 19 20 20 21 21 21 21 21 21 21 21 21 21 21 20 20 20 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 22 22 22 22 21 21 21 21 21 21 21 21 21 21 18' -10" 18' -1" 17' -6" 1r-0" 16 -6' 16 -1" 15' -3" 14' -3" 13' -5" 11' -11" 10' -9" 9 -9" 8' -11" E E 24 24 25 25 26 26_ 26 26 26 28 26 27 27 27 25 25 25 25 26 26 26 26 26 26 26 27 27 27 26 26 26 26 26 26 26 26 26 26 26 27 27 27 28 27 27 27 27 27 26 26 26 26 26 27 27 27 27' -10' 26 -9' 25' -11" 25' -1" 24' -5" 23' -10" 23' -3" 22' -9" 27-3" 21'5" 20' -8" 20' -1" 19' -6" 19 -0" 27 28 28 29 29 30 30 31 31 32 33 34 34 35 29 29 29 29 29 30 30 31 31 32 33 34 34 35 31 30 30 30 30 30 30 31 31 32 33 34 34 35 32 32 32 31 31 31 31 31 31 32 33 34 34 35 30 4 4.5 5 5.5 6 6.5 7 7 -5 8 9 10 11 12 6' -0" 5'-4" 4' -1D" 4' -0" 3' -2" 3'-0" 7-8" 2 =5" 2' -2" 7-0" A A A A A A A A A A A A 10"0" 8' -11" 6' -10" 5' -11" 517" 4' -11" 4'-0" C C C C C C C C C C C 19 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 21 21 20 20 20 20 20 20 20 20 20 20 20 22 21 21 21 20 20 20 20 20 20 20 20 17 -9" 1T -1" 16 -6" 16' -0" 14' -11" 13' -10' 1710" 12.0" 11,3" 10-0" 9-0" T-6" D E E E E E E E E E E 23 24 24 25 25 25 25 25 25 25 25 25 25 25 25 24 25 25 25 25 25 25 25 25 25 25 26 26 26 25 25 25 25 25 25 25 25 25 27 27 27 27 26 26 25 25 25 25 25 25 25 264" 25' -4" 24'-6' 23' -9" 27-6" 21' -11" 21' -5" 21' -0" 20' -3" 19' -6" 16' -11' 16'2" E E E E E E E E E E E E 26 27 28 28 29 29 30 30 31 32 32 33 34 OVER- HANG (FT) 1' 2' 2.5' 3' 3.5' 4' 4.5' S 6 r 8' 9' 10' 11' TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 12' 13' 14' 15' 16' 1 r 18 19 20' 21' 22' 23' 4' 4.5' 5' 5.5' 6' . 6.5' T 75' . 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 4.5' 5' 5.5' 6' 6.5' T 7.5' 8' 8,S 9' 9.5' 10' 10.5' 11' 11.5' 12' 5' S.5' 6' 6.5' T 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 17 125' N/A 5.75' 6.25' 6.75' 7.25' 7.75' 8.25' 8.75 925 9.75' 10.25' 10.75' 11.25' 11.75' 1225' 12.75' N/A N/A N/A 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 17 125' 13' N/A N/A N/A N/A N/A 825 8.75' 9.25' 9.75' 10.25' 10.75' 1125' 11.75' 12.25' 1275' 13.25' N/A N/A N/A N/A WA N/A 9 9.5 10' 105' - 11' 11.5' 17 125' 13' 135' N/A N/A N/A WA WA WA N/A WA 1025' 10.75' 1125' 11.75' 12.25' 1275' 13.25' 13.75' N/A N/A N/A N/A WA N/A N/A N/A N/A N/A 11.5' 12' 12.5' 13' 13.5 14' WA N/A N/A WA N/A N/A N/A WA N/A N/A N/A N/A N/A 13.5' 14' 14.5' N/A N/A N/A N/A N/A N/A N/A WA WA WA N/A WA N/A N/A WA N/A 71 29 29 28 28 29 29 30 3D 31 32 32 33 4 30 30 30 30 29 29 30 30 31 32 32 33 4 32 31 31 31 31 31 30 30. 31 32 32 33 34 rr A.LE5.1 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING 90 MPH EXPOSURE B 10 4 4.5 5 5.5 6 6.5 7 7.5 8 9 1D 11 12 13 14 8' -11" T -11" 5' -11" 3' -11" 7 -11" 2' -6" 90 MPH EXPOSURE C A A A A A A A A A A A A A A A 10' -9" 10'-4" 10' -0" 9'-8" 9,_3" 8' -6" 7' -11" 6' -11" 5'-7" 5' -0" 3' -11" B B B B B B B B B B B B B B 20 20 21 21 21 21 21 21 21 21 21 21 21 21 21 20 20 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 22 22 22 22 22 21 21 21 21 21 21 21 21 21 21 7 "x 4" I beam 4 "x 3" 1 beam Attached Structure Attached Structure Freestanding or Multispan Units ✓E TRIB MAX POST MAX FOOTER MAX POST LENGTH AD WIDTH. POST REO'D POST MN FOOTER 17 15' 18' SF) (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER 29 29 ON SLAB SLAB (F1) TYPE "d" "d" "d" "d" C 30 (FT) 30 30 19 -8" (in) (in) (in) (in) 0 5.5 , 17-4" - A 11'-0" A 23 23 23 23 31 6 11'-4" A 10' -8" A 24 24 24 24 D 6.5 10' -5" A 10' -3" A 24 24 24 24 32 7 9 -8" A 9' -10" B 24 24 24 24 33 7.5 9' -1" A 9'-6" B 24 24 24 24 D 8 8' -6" A 9' -2" B 25 25 25 25 33 9 T -6" A 8' -6" B 25 25 25 25 10 6-9" A 8' -0" B 25 25 25 25 11 6 -2" - A T-6" B 26 28 26 26 12 5' -B" A 7'-0" B 26 26 26 26 13 5' -2" A 6' -7" B 26 26 - 26 26 14 4' -10" A 6 -3" B 26 26 26 26 15 4' -6" A 5' -11" B 26 26 26 26 16 4' 3" A 5' -7" B 26 26 26 26 17 4' -0" A 5'4" B _ 27 27 - 27 27 - 90 MPH EXPOSURE B 10 4 4.5 5 5.5 6 6.5 7 7.5 8 9 1D 11 12 13 14 8' -11" T -11" 5' -11" 3' -11" 7 -11" 2' -6" 90 MPH EXPOSURE C A A A A A A A A A A A A A A A 10' -9" 10'-4" 10' -0" 9'-8" 9,_3" 8' -6" 7' -11" 6' -11" 5'-7" 5' -0" 3' -11" B B B B B B B B B B B B B B 20 20 21 21 21 21 21 21 21 21 21 21 21 21 21 20 20 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 22 22 22 22 22 21 21 21 21 21 21 21 21 21 21 7 "x 4" I beam Post Substitutes Circular Attached Structure Freestanding or Multispan Units MAX 0.188 "x4 "D MAX POST LENGTH POST MIN FOOTER 17 15' 18' SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE . "d" "d" ''4" "d" (in) on) (in) (in) 21' -3" B 29 29 29 30 20' -6" C 29 29 29 29 _ 20 -1" C 30 30 30 30 19 -8" C 30 30 30 30 19' -3" C 31 31 31 31 18' -8" C 31 31 31 31 17-4` C 32 32 32 32 16-3" D 32 32 32 32 15' -2" 0 32 32 32 32 14' -3" 0 33 33 33 33 13' -6" D 33 33 33 33 17 -9" D 33 33 33 33 17 -1" D 33 33 33 33 11' -6" D 33 33 33 33 "10' -11" D 34 34. 34 34 19'-1" 18' -5" 17' -9" 17' -3" 16 -9" 16'-4" 15' -11" 14-11" 14'-0" 17-6" 11,3" 10' -3" 9-4" 8=0" 24 24 25 25 26 26 27 27 27 27 27 27 27 27 25 25 25 25 26 26 27 27 27 27 27 27 27 27 27 27 26 26 26 26 26 27 27 27 27 27 27 27 ' 27 27 28 27 27 27 27 27 27 27 27 27 27 27 27 27 27 10"( 5.5" I beam Attached Structure Freestanding or Multispan Units 4 "x 3" I beam Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT) MIN POST TYPE 31' -3" 30' -5" 29' -8" 29' -0" 28' -5" 27 -10" 29 -9" 25' -11" 25' -1" 24' -5" 23' -10" 27 -9" 22' -3" 21' -10" D D D 0 D E E E E E E E E E E FOOTER SIZE "d" (in) 33 33 34 35 35 36 37 38 38 39 40 40 41 42 42 MAX POST LENGTH 12' 15' 18' CONSTRAINED FOOTER -.d. "d" (in) (in) (in) 33 33 34 35 35 36 37 38 38 39 40 40 41 42 42 33 33 34 35 35 36 37 38 38 39 40 40 41 42 42 34 34 34 35 35 36 37 38 38 39 40 40 41 42 42 LIVE LOAD (PSF) TRIB WIDTH (FT) MAX POST SPACING ON SLAB (FT) POST REQ'D FOR SLAB MAX POST SPACING (FT) MN POST TYPE FOOTER SIZE "d" (in) MAX POST LENGTH. 12' I 15' I 18' CONSTRAINED FOOTER (in) (in) (in) 7'( 4" I beam Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE (in) MAX POST LENGTH 17 I 15' I 18' CONSTRAINED FOOTER (n) (in) (in) 10 "x 5.5" I beam Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE (in) MAX POST LENGTH 12' I 15' I 18' CONSTRAINED FOOTER "d" "d" "d" (in) (in) (in) 90 MPH EXPOSURE C 30 4 4.5 5 5.5 6 6.5 7 75 8 9 10 11 12 6'-0" 4' -10" 4'-4" 4' -0" 3•_8" 3' -2" 3'-0" 7 -8" 2' -2" 7 -0" A A A A A A A A A A A A A 10' -0" 8' -11" 7 -5" 6' -10" 5' -11" 6-7" 4-11" 8 C C C C C C C C C C C C 19 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20.- 20 20 20 20 20 20 20 20 20 21 21 20 20 20 20 20 20 20 20 20 20 20 22 22 21 21 21 20 20 20 20 20 20 20 20 1T-9" 17-1* 16 -6" 16 -0" 14' -11" 13' -10" 12' -10" 17 -0" 11' -3" 10' -0" 8' -2" 7' -6" E E E 23 24 24 25 25 25 25 25 25 25 25 25 25 25 25 24 25 25 25 25 25 25 25 25 25 25 26 26 26 25 25 . 25 25 25 25 25 25 25 25 27 27 27 27 26 26 25 25 25 25 25 25 25 TABLE 5.1 26'-4" 25' -4" 24-6" 23' -9" 23' -1" 27-6" 21' -11" 21' -5" 21' -0" 20' -3" 19'-6' 18' -11" 18' -2" 26 27 28 28 29 29 30 30 31 32 32 33 34 29 29 28 28 29 29 30 30 31 32 32 33 34 30 30 30 30 29 29 30 30 31 32 32 33 34 32 31 31 31 31 31 30 30 31 32 32 33 34 90 MPH EXPOSURE C 28' -3" 27' -2" 26' -3" 25'-6" 24' -9" 24-2 23' -7" 23' -1" 22'-7" 21' -9" 21'-0" 20' -4" 19' -9" 19' -3" 18' -10" D E E E E E E E E E E E E E E 27 28 28 29 30 30 31 31 32 32 33. 34 35 35 36 29 29 29 29 30 30 31 31 32 32 33 34 35 35 36 31 31 30 30 30 30 31 31 32 32 33 34 35 35 36 32 32 32 31 31 31 31 31 32 32 33 34 35 35 36 10 4 4.5 5 5.5 6 6.5 T 7.5 8 9 10 11 12 13 14 5• -1" 4' -9" 4 5" 3' -11" 3'-6" 3' -2" 7-11" 7 -8" 7-6" A A A A A A A A A A A A A A 10' -9" 10'-4" 9' -3" 8•-6" 7 -11" 6 -11" 6-2" 5.-0" 4'-T 3' -11" 9 B B B. B B B a B B B B B B 20 20 21 21 21 21 21 21 21 21 21 21 21 21 21 20 20 21 21 • 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 22 22 22 22 22 21 21 21 21 21 21 21 21 21 21 18' -5" 17 -9" 17 -3" 16' -9" 16'-4" 16 -11" 14' -11" 14'-0" 17-6" 11' -3" 10' -3" 6-4" 8-8" 8'-0" 24 24 25 25 26 28 27 27 27 27 27 27 27 27 27 25 25 25 25 26 26 27 27 27 27 27 27 27 27 27 27 26 26 26 26 26- 27 27 27 27 27 27 27 27 27 28 27 27 27 27 27 27 27 27 27 27 27 27 27 27 28' -3" 27' -2" 26-3" 25' -6" 24'"9" 24' -2" 23' -7" 27 -7" 21' -9" 21'-0" 20'-4" 19'-9" 19' -3" 18' -10" 27 28 28 29 30. 30 31 31 32 32 33 34 35 35 29 29 29 29 30 30 31 31 32 32 33 34 35 35 36 31 31 30 30 30 30 31 31 32 32 33 34 35 35 36 32 32 32 31 31 31 31 31 32 32 33 34 35 35 36 GENERAL INSTRUCT ONS 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 1.4 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE SCO2 -2003 6. CHOOSE A HEADER FROM TABLES 5.1 THAT HAS 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4. 9. FIND THE 0/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 10.5 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 8. USE THE SMALLER OF THE SLAB SPACING OR HEADER SPACING SLAB 9. POST 'A' MAYBE USED FOR ALL ATTACHED UNITS ON SLAB 40 4 4.5 5 5.5 6 6.5 7 7.5 8 10 11 4'-6• 4' -0" 3' -7" 3'-0" 2'A' 7 -7" 7 -5" 7 -3" 2' -0" 1' -7" A A A A A A A A A A A A 8' -5" 7' -6" 6' -9" 6 -1" 6. -7" 5, -2" 4' -10" 4' -6" 4, -2" 3' -9" 3 -4" 3-1" C C 18 18 18 18 18 18 18 18 18 18 18 18 19 19 18 18 18 18 18 18 18 18 18 18 20 20 19 19 18 18 18 18 18 18 18 18 21 21 20 20 19 19 19 18 18 18 18 19 16' -3" 15' -1" 13' -7" 17 -5" 11'-4" 10' -6" 7 -7" 6' -10" E E E E E E E E 22 23 23 23 23 23 23 23 23 23. 23 23 24 24 23 '23 23 23 23 23 23 23 23 23 26 25 24 24 23 23 23 23 23 23 23 23 27 26 26 25 24 24 24 23 23 23 23 23 24' -1" 23' -2" 27 -4" 21' -8" 21' -1" 20' -6" 20' -0" 19' -7" 19' -T 18' -4" 16'-6" 15, -0" 26 26 27 27 28 28 29 29 30 31 31 31 28 28 28 27 28 28 29 29 30 31 31 31 30 29 29 29 29 29 29 29 30 31 31 31 31 31 30 30 30 30 3D 30 30 31 31 31 110 MPH EXPOSURE C 60 4 4.5 5 5.5 6 6:5 7 7.5 8 3,-0" 7 -2" 2'-0" 1' -10" 1' -7' A A A A A A A A A 10' -0" 8' -11" 7 -5" 6' -10" 5' -11" 5, -7" E E E E E E E E E- 21 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 23 23 22 22 22 22 22 22 22 24 24 23 23 22 22 22 22 11' -6" 10' -2" 6 -2" 22 22 22 23 23 23 23 23 23 24 24 23 23 23 23 23 23 23 28 25 24 24 23- 23 23 23 23 27 26 25 25 24 24 23 23 23 21,2" 20' -4" 19, -8" 19' 1" 18' -6" 17' -1" 15,11" 14' -10" 17 -11" 28 28 29 30 30 30 30 30 30 30 29 29 30 30 30 30 30 30 31 31 31 31 30 30 30 30 30 33 32 32 32 32 31 31 30 30 TABLE 5.3 Post Requi ements for Attached Structures Post Description Max Hgt POST Twin 0.032 "x1.5 "x1.5" 8' Clover 0.024 "x3 "x3" Alum 12' A 0.024 "Post with Sideplates. 10' A Clover 0.040"x 3"x3" Alum 12' Colonial 0.062" Extruded 12' C 0:041"x3"43" Steel Clover 12' D 0.041'x3703" Steel Clover 8' 0.188 "x3'43" Steel Square 15' F 0.186`x4"44` Steel Square 18' G Table 5.5 Square Post Substitutes Circular 0.041'(3 "x3" 0.188'43 "D 0.188 "x3')3" 0.188 "x4 "D 0.188 "x4'(4" 0.188 "x5 "D 0.188'x5'5(5" 0 188 "x6 "D TABLE 5.4 Post Requirements for Freestanding Structures Post Description Max POST Height 0:041 "x35(3" Steel Clover 8' . E 0.188'(3 "x3" Steel Square 15' F 0.188 "x4 "x4" Steel Square 18' G 0.188'(5"x5" Steel Square 18 H NON - CONSTRAINED POST 35- SLAB l i- -'a- --i CONSTRAINED FOOTER SS't1 \A1 2/15/2004 Page 17 of 34 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING BOX BEAMS IN HIGH WIND AREAS 100 MPH EXPOSURE B 10 0.042 "x3 "x8" Header 17-0" 15' -1' 13' -7" 12' -4" 11'-4" A . A A A A Attached Freestanding or 19 19 19 20 20 22 21 21 21 21 Structure Multispan Units LIVE TRIB MAX POST MAX B 20 MAX POST LENGTH LOAD WIDTH POST REO'D POST MIN FOOTER 8' 10' 12' (PSF) (FT) . SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER 10 -9" B ON SLAB SLAB (Fl) TYPE "d" "d" I "4" I "d" 8'-6" A (FT) B 21 21 (in) (in) (in) (n) 1 100 MPH EXPOSURE B 10 4 4.5 5 5 -5 6 17-0" 15' -1' 13' -7" 12' -4" 11'-4" A . A A A A 14' -8° 13' -10" 13' -7 17 -7" 17-0" A A A B B 19 19 19 20 20 22 21 21 21 21 23 23 22 22 22 24 24 23 23 23 MAX POST LENGTH 6.5 10' -5 A 11 17" B 20 21 22 23 TYPE 7 9'-8' A 1117 B 20 20 21 22 13' -11" 7.5 9' -1" A 10 -9" B 21 21 21 22 24 8 8'-6" A 10=5" B 21 21 21 22 25 9 7'-6" A 940" B 21 21 21 22 11' -2" 10 6 -9" A 9'4" B 22 22 22 22 26 11 6' -2" A 8' -11" B 22 22 22 22 27 12 5' -8" A 3' -!' B 22 22 22 22 1 0' -10" 13 5' -2" A 7' -7" B 22 22 22 22 28 14 4' -10" A T-0" B 22 22 22 22 20 15 4' -6 A 6-6' B 22 22 22 22 19 16 4' -3" A 6 -2" B 22 22 22 23 C 17 4' -0" A 5' -9" B 22 22 22 23 100 MPH EXPOSURE C 10 4 4.5 5 5.5 6 6.5 17'-0" 15' -1" 13' -T 12'4" 11,4" 10 -5 A A A A A A 13' -2" 12' -11" 17 -8" 17.5" 17-0" 11' -7" A A A. B B B 19 20 20 21 21 21 22 22 22 22. 22 21 23 23 23 23 23 23 24 24 24 24 24 24 MAX POST LENGTH 7 -9'-8" A 11' -2" B 22 22 22 23 TYPE 7.5 9` - -1" A 10 -9" B 22 22 22 23 13' -11" 8 .8'-6° A 10' -5" B 22 22 22 23 24 9 7 -6" A 9 -10" B 23 23 23 23 25 10 6' -9" A 9'4" B 23 23 23 23 11' -2" 11 6' -2" A 8' -11" 8 23 23 23 23 26 . 12 5' -8" A B'-2" B 23 23 23 23 27 13 5' -2" A 7' -7" B 23 23 23 23 1 0' -10" 14 4' -10" A 7-0' B 23 23 23 23 28 15 4' -6" A 6-6" B 23 23 23 23 20 • 16 4' -3 "- A 6 -2" B 23 23 23 24 19 17 4'-0" A 5'-9" B 23 23 23 24. 110. MPH EXPOSURE B 10 4 4.5 5 5.5 6 1T-0" 15' -1' 13' -7" 12'4" 11'4" A A A A A 13' -7" 13'4` 1311" 17 -7" 17-0" A A A 6 B 19 20 20 21 21 22 22 22 22 22 23 23 23 23 23 24 24 24 24 24 MAX POST LENGTH 6.5 10' -5" A - 11'' -7* 0 21 21 23 23 TYPE 7 9'-8` - A 11' -2" B 22 22 22 23 13' -11" 7.5 9' -1" . A 10-9" B 22 22 22 23 24 8 8'-6" A 10 -5" 8 22 22 22 23 25 9 7' -6" A 9' -10" B 22 22 22 23 11' -2" 10 6' -7' A 9'4" B 23 23 23 23 26 11 6 -2" A 6' -11 ". B 23 23 23 23 27 12 ' 5' -8" A 817 B 23 23 23 23 1 0' -10" 13 5' -2" A 7 -7" B 23 23 23 23 28 14 4' -10" A 7'-0" 8 23 23 23 23 20 15 4'-6" A 6'-6" B 23 23 23 23 19 16 4' -3" A 6 -7 B 23 23 23 24 C 17 4' -0" A 5'-9" B _ 23 23 23 24 110 MPH EXPOSURE C 10 [ 4 17' -0" A 17 -0' A 20 24 Double 0.042 "x3 "x8" Header B B B B B Attached Freestanding or 25 25 24 24 24 Structure Multispan Units MAX 23 23 MAX POST LENGTH POST MIN FOOTER 8' 10' 12' SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE ""d" `0" ( "0" "d" 24 14'-9" (n) (in) (in) (in) 20' -5" 19' -7" 18'-8" 1T -9" 17' -1" B B B B B 21 -21 22 22 22 23 23 23 23 23 25 25 24 24 24 26 26 25 25 25 16' -5" B 23 23 24 25 15-10" B 23 23 23 24 15' -3" B 23 23 23 24 14'-9" C 23 23- 23 24 13' -11" C 24 24 24 24 13' -3" C 24 24 24 24 12' -8" C 25 25 25 25 12-1" C 25 25 25 25 11' -7" C 25 25 25 25 11' -2" C 26 26 26 26 10' -10" D 26 26 26 26 10' -6' D 26 26 26 26 11' -7" . C 27 27 27 27 18' -7" 8 21 24 25 26 18'4" B 22 24 25 26 - 17' -11" B 23 24 25 26 1T -7" B 23 24 25 26' 17' -1" B 24 24 25 26 16' -5" B 24 24 24 26 15 -10" B 24. 24 24 25 15' -3' B 25 25 25 : 25 14' -9" C 25 25 25 25 13' -11° C 25 25 25 25 13' -3° C 26 26 26 26 17 -8" C 26 26 26 26 17 -1" C 27 27 27 27 11' -7" . C 27 27 27 27 11' -2' C 27 27 27 27 1 0' -10" D 28 28 28 28 10' -6" D 28 28 28 28 10 -2" D 28 28 28 28 19'-3" 18'-10" 18'-6' 17-6' 17 -1" 16 -5 15' -10" 15' -3" 14'-9" 13' -11" 13' -3" 12' -8" 12' -1' 11' -r 11' -7 10' -10" 10' -6" 10' -2" B 8 B. B B B B B C C C C C C C 0 b D 21 22 23 23 24 24 24 24 25 25 26 26 27 27 27 28 28 28 24 24 24 24 24 24 24 24 25 25 26 26 27 27 27 28 28 28 25 25 25 25 25 24 24 24 25 25 26 26 27 27 27 28 28 28 26 26 26 26• 26 25 25 25 25 25 26 26 27 27 27 28 28 28 Double 0.032 "x2 "x6.5" Header A A A B B B Attached Freestanding or 22 22 22 21 21 21 Structure Multispan Units MAX 20 20 MAX POST LENGTH POST MIN FOOTER 8' 10' 12' SPACING POST SIZE CONSTRAINED FOOTER • (Fl) TYPE "d" "d" "d" "d" 21 9' -10" (in) (m) (n) (n) 14' -5" 13' -10" 13' -2" 17 -7" 17 -0" 11,7" A A A B B B 18 19 19 20 20 20 21 21 21 20 20 20 22 22 22 21 21 21 23 23 23 22 . 22 22 11' -7 B 20 20 21 22 10 -9' B 21 21 21 22 10 -5 B 21 21 21 21 9' -10" B 21 21 21 21 84° B 22 22 22 22 8' -11' B 22 22 22 22 8' -6" B 22 22 22 22 6-0" B 23 23 23 23 7 -5' B 23 23 23 23 6 -11' B 23 23 23 23 6 -6" B 23 23 23 23 6 -7 B 23 23 23 23 13' -1" 17 -10" A A 19 20 21 21 22 . 22 23 23 17 -7" A 20 21 22 23 17-4" A 21 21 22 23 17 -0" B 21 21 22 23 11' -7" B 21 21 22 23 11' -2" 6 22 22 22 23 10 -9" B 22 22 22 22 - 10 -5" B 22 22 22 22 9' -10" B 23 23 23 23 94" B. 23 23 23 23 8' -11" B 23 23 23 23 8'-6 B 24 24 24 24 21 B 24 24 24 24 T -5" B 24 24 24 24 6 -11" B 24 24 24 24 6-6" B 24 24 24 24 6 -2" B 24 24 24 24 13'-6" 13' '-3' J 13'43" 17 -7" 17-0" 11' -7" 1.117 10' -9" 10 -5" 7 -10" 9'4" 6 -11" 8'-6" 8'41" - T -S 6 -11" -6 -2" A A A B B B B B B B B B B B B B B B 19 20 20 21 21 21 22 22 22 22 23 23 24 24 24 24 24 24 21 21 21 21 21 21 22 22 22 22 23 23 24 24 24 24 24 24 22 22 22 22 22 22 22 22 23 23 24 24 24 24 24 24 24 24 23 23 23 23 23 22 22 .22 23 23 24 24 24 24 24 24 25 , 16-11" 6 27 11' -11" A • 20 0.042 "x3 "x8" Header Double 0.042 "x3'x8" Header DoubleD.032'SQ'x6.5" Header 10' -5" 8' -10" 9' -4' 8' -11" 8' -2" 7' -T 7' -0" 6' -2' 4' -11" 4' 1" 3' -9" Attached Structure Freestanding or Multispan Units 20 20 20 19 19 19 18 18 18 18 18 19 19 20 Attached Structure Freestanding or Muttispan Units 14' -9" 13' -11" 13' -3" 12 -8" 17 -1' 11' -7" 11' -2' 10' -10" 10'-6" 9' -11" 9' -5" 8,11" 8' -2" 7' -7" Attached Structure Freestanding or Multispan Units LIVE LOAD (PSF) TRI8 WIDTH (FT) nn nnou MAX POST SPACING ON SLAB (FT) c POST RECD FOR SLAB o� 0 MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" (in) MAX POST LENGTH 8' ' 10' 17 CONSTRAINED FOOTER "d" "d" "d" (in) 'On) (in) MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "0" (n) MAX POST LENGTH 8' 10' 17 CONSTRAINED FOOTER "d" "d" "d" (in) On) (n) MAX POST SPACING (FT) MIN POST TYPE . FOOTER SIZE "d" . On) MAX POST LENGTH 8' 10' 12 CONSTRAINED FOOTER "d' "d" "d" (in) (in) (in) 20 4 4.5 5 5.5 6 6.5 7 8 9 10 11 12 13 8' -11" 7-11" T -1" 6 -5" 5' -11' 5-5" 5' -1" 4' -5' 3' -11" 3'-6" 2-11" 2' -8" A A A A A A A A A A A A 10' -5" 8' -10" 9' -4' 8' -11" 8' -2" 7' -T 7' -0" 6' -2' 4' -11" 4' 1" 3' -9" B B B B B B 8 B 6 8 B 8 B B 17 17 17 17'' 18 18 18 18 18 18 18 18 18 18 20 20 20 19 19 19 18 18 18 18 18 19 19 20 21 21 21 20 20 20 19 19 19 19 19 20 20 21 22 22 22 21 21 20 20 20 20 20 20 21 21 22 14' -9" 13' -11" 13' -3" 12 -8" 17 -1' 11' -7" 11' -2' 10' -10" 10'-6" 9' -11" 9' -5" 8,11" 8' -2" 7' -7" B C C C C C C C C D D D D D 19 19 19 20 20 20 20 21 21 21 22 22 22 22 22 21 21 21 21 21 20 21 21 - 21 22 22 22 22 23 23 22 22 22 22 22 21 21 21 22. 22 22 22 24 24 23 23 23 23 22 22 22 22 22 22 22 22 10' -5" 9-10° 9' -4" 8' -11" 8' -6" 8' -0" 7' -5" 6 -11" 6-6" 5' -10" 5-3" 4'-9" 4' -4" 4' -0" B B B 8 0 B B B B B B B B B 17 17 17 17 18 18 18 18 18 18 18 18 18 18 19 19 19 19 19 18 18 18 18 18 18 19 19 20 21 20 20 20 20 19 19 19 18 19 19 20 20 21 21 21 21 21 20 20 20 19 19 20 20 21 21 22 20 4 45 5 5.5 6 65 7 7.5 8 9 10 11 12 13 11n .01./ 8' -11' 7-11" T -1" 6' -5' 5' -11" 5'-5" 5' -1' 4' -9" 4' -5" 3' -1 P' 3' -6" 3' -2" 7 -11" 2' -B" CV0rler IOC A A A A A A A A A A A A A A 0 10' -5" 9 -10" 9' -4" 8' -11" 8' -2" 7' -7 T -0" 6'-6" 6' -7 5' -5" 4' -11' 4' -5" 4' -1" 3' -9" B B B B B B B B B B B B B B 18 18 18 18 18 18 19 19 19 19 19 19 19 19 21 21 20 20 20 19 19 19 19 19 19 . 20 20 20 22 22 21 21 21 20 20 20 19 20 20 21 21 21 23 23 22 22 22 21 21 21 20 21 21 22 22 22 14' -7" 13' -2" 13' -9" 12' -0" 12' -9" 11' -11" 11' -3" 10' -8" 10' -1" 9' -7" 9' -2" 8' -10" 8' -6" T -11" B C C C C C C C C D . D D D 0 N N F.■ N N N N N N N N N N I 23 22 22 22 22 21 22 22 22 23 23 23 23 23 24 24 23 23 23 23 22 22 22 23 23 23 23 23 25 25 24 24 24 24 23 23 23 23 23 23 23 23 10' -5" 9' -10" 8' -4" 8' -11" 816` 8' -0" 7' -5" 6' -11" 6-6" 5' -10" 5' -3" 4' -9" 4'4" 4' -0' ICO CO m m CO m m CO CO m CO CO CO CO I 18 18 18 18 19 19 19 19 19 19 19 19 19 19 20 INNNN ymmmmmmNNNI 22 OVER- FANG W W A A N U� Ot V V W N T ` N 4 a• • N • a B 18 21 22 23 - '14' -9" B 20 23 24 25 10' -5" B 17 20 21 22 B 18 21 22 23 13' -11" C 20 22 24 25 8' -10" 8 18 20 21 22 B 18 20 21 . 22 13' -3" C 20 22 23 24 9' -4" B 18 20 21 22 B 18 20 21 22 12' -8" C 21 22 23 24 8' -11" B 18 19 21 21 B 18 20 21 22 12' -1" C 21 22 23 24 8'-6' B 19 19 20 21 B 18 19 20 21 11' -7" C 21 21 23 24 8' -0" B 19 19 20 21 B 18 19 20 21 11' -2" C 22 22 22 23 7 -5" 8 19 19 20 21 B 18 19 20 21 10 -10" C 22 22 22 23 6' -11' B 19 19 19 20 B 18 18 19 20 10''0'n C 22 22 22 23 6-6" •B 19 19 19 20 B 18 19 20 21 9-11" D 23 23 23 23 5' -10" B 19 19 20 21 B 18 19 20 '21 9' -5" D 23 23 23 23 - 5' -3" B 19 19 20 21 B 18 20 21 22 8' -11" D 23 23 23 23 4' -9" -. - -8 19 20 21 22 B 18 20 21 22 8' -7 0 23 23 23 23 4'4` B 19 20 9 21 22 OVER- FANG TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) (FT) B' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 23' 0 4' 4.5' 5' 5.5' 6' 6.5' 7' 7S 8' 8.5' 8' 9.5' 10' 10.5 11' 11.5' 1' 4.5' 5' 5.5' 6 6.5' 7' 7.5' 8' 8.5' 9' 95 10' 10 -5 11' 11 -5 12' 7 5' 5.5' 6 6.5' 7' 7.5' 8' 85 9' 9.5' 10 10.5' 11' 11.5' 12' 12:5' 2.5' N/A 5.75' 625' 6.75' 7.25' 7.75' 8.25' 8.75' 9.25' 9.75' 10.25' 10.75' 1125 11.75' 12.25' 12.75' 3' N/A N/A N/A 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 13' 3.5' NIA N/A N/A N/A N/A 8.25' 8.75' 9.25' 9.75' 10.25' 10.75' 11.25' 11.75' 1225' 12.75' 13.25' 4' N/A N/A N/A N/A NIA WA 9' 95 10 105 11' 11.5' 12' 12.5' 13' 13.5' 4.5' N/A N/A N/A NIA N/A N/A N/A N/A - 1025' 10.75' 11.25' 41.75' 12 -25 12.75' 13.25' 13:75' 5' N/A N/A N/A N/A N/A N/A N/A WA N/A N/A 11.5' 12 125 13' 13.5' 14' 6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A WA N/A N/A 135 14' 14.5' T N/A WA N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A WA N/A N/A )ST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVER 120 MPH EXPOSURE B 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 17,0" 15' -1" 13' -7" 17-4" 11'-4" 10' -5" 9'-8" 9. -1" 6 -6" 7 -6" 6-9" 6 -2" 5' -8" 6.2" 4'-10" A A A A A A A A A A A A A A A 17 -5" 17 -3" 12'-0" 11' -8" 11' -5" 11' -2" 10 -11" 10-8" 10' -5" 9' -10" 9'-4" 8' -11" 8' -2" T -7" 7 -0" A . A A A B B B B 8 B B 20 20 21 21 22 22 23 23 23 24 24 25 25 25 25 23 23 22 22 22 22 23 23 23 24 24 25 25 25 25 24 24 24 23 23 23 23 23 23 24 24 25 25 25 25 25 25 25 25 24 24 24 24 24 24 24 25 25 25 25 130 MPH EXPOSURE B 4 4.5 5 55 6 6.5 7.5 10 11 12 13 14 1T -0" 15, -1" 13' -7" 17-4" 11'-4" 10' -5" 9, -1" 8' -6" 7 -6" 6 -6 7 -2" 5 =8" 4' -10" A A A A A A A A A A A A A 11' -8" 11' -3" 11'-0" 10 -9" 10 -6" 10'-3" 10, -0" 9' -10" 9 -7" 9 -7 8,_9. 8' -5" e'' -2" T -7" T-0" A A A A A B B B B B B B B B 20 21 21 22 22 23 23 24 24 25 25 26 26 26 26 23 23 23 23 23 23 23 24 24 25 25 26 26 26 26 24 24 24 24 24 24 24 24 24 25 25 26 26 26 26 25 25 25 25 25 25 25 24 24 25 25 26 26 . 26 26 Double 0.042'x3 "x8" Header 0.042 )6"x8" Header Attached Structure Attached Structure Freestanding or Multispan Units TRIB MAX POST MAX MIN FOOTER MAX POST LENGTH WIDTH POST REQ'D POST MIN FOOTER 6 10' 12' (FTT SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER (in) ON SLAB SLAB (FT) TYPE "d" "d" "d" "4" B (FT) 24 -- 26 On) -- (in) (n) (in) 5.5 12'-4" A 11' -3" A 21 22 23 N N N N N N N A> A A A A A O 6 11'-4" A 11'-0" A 22 22 23 6.5 10' -5" A 10'9" . B 22 22 23 7 9' -8" A 10' -6" B 23 23 23 7.5 9 -1" A 10'-4" B 23 23 23 8 8' -6" A 10' -1" B 23 23 23 9 T -6" A 9' -B" B 24 24 24 10 6-9" A 9' -3" B 24 24 24 11 6 -7 . A 6 -11" B 25 25 - 25 12 5' -8" A 8' -7 B 25 25 25 13 6 -2" A 7 -7" B 25 25 25 14 4' -10" A 7' -0" 8 25 25 25 15 4' -6" A 6 -6" B 25 25 25 16 4' -3" A 6 -2" B 25 25 25 17 4' -0" A 5' -9" 6 25 25 25 120 MPH EXPOSURE B 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 17,0" 15' -1" 13' -7" 17-4" 11'-4" 10' -5" 9'-8" 9. -1" 6 -6" 7 -6" 6-9" 6 -2" 5' -8" 6.2" 4'-10" A A A A A A A A A A A A A A A 17 -5" 17 -3" 12'-0" 11' -8" 11' -5" 11' -2" 10 -11" 10-8" 10' -5" 9' -10" 9'-4" 8' -11" 8' -2" T -7" 7 -0" A . A A A B B B B 8 B B 20 20 21 21 22 22 23 23 23 24 24 25 25 25 25 23 23 22 22 22 22 23 23 23 24 24 25 25 25 25 24 24 24 23 23 23 23 23 23 24 24 25 25 25 25 25 25 25 25 24 24 24 24 24 24 24 25 25 25 25 130 MPH EXPOSURE B 4 4.5 5 55 6 6.5 7.5 10 11 12 13 14 1T -0" 15, -1" 13' -7" 17-4" 11'-4" 10' -5" 9, -1" 8' -6" 7 -6" 6 -6 7 -2" 5 =8" 4' -10" A A A A A A A A A A A A A 11' -8" 11' -3" 11'-0" 10 -9" 10 -6" 10'-3" 10, -0" 9' -10" 9 -7" 9 -7 8,_9. 8' -5" e'' -2" T -7" T-0" A A A A A B B B B B B B B B 20 21 21 22 22 23 23 24 24 25 25 26 26 26 26 23 23 23 23 23 23 23 24 24 25 25 26 26 26 26 24 24 24 24 24 24 24 24 24 25 25 26 26 26 26 25 25 25 25 25 25 25 24 24 25 25 26 26 . 26 26 Double 0.042'x3 "x8" Header 4 4.5 5 55 Attached Structure Freestanding or Multispan Units . MAX B B B B 20 20 21 21 MAX POST LENGTH POST MIN FOOTER 8'. 10' 17 SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d" "d" "d" "d" 6 (n) (in) (in) On) 16-0" B 24 24 25 27 15' -7" B 24 24 25 26 15' -3" 8 25 25 25 26 14' -11° 8 25 25 25 26 14' -7" B 26 26 26 26 14' -3" B 26 26 26 26 13' -8" C 27 27 27 27 13' -1" C 27 27 27 27 12' -8" C 28 28 28 28 12 -1" C 28 28 28 28 11' -7" C 29 29 29 29 11' -2" C 28 29 29 29 10' -10" D • 29 29 29 29 10' -6" D 30 30 30 30 10' -2" 0 30 30 30 30 19' -3" 18' -10" 18'6" 17' -9" 17' -1" 16 -5" 16 -10" 15' -3" 14' -9" 13' -11" 13' -3" 12' -8" 12-1" 11' -7" 11' -2" B B B B B B B B C C C C C C C 23 23 24 25 25 25 26 26 26 27 27 28 28 25 29 25 25 25 25 25 25 26 26 26 27 27 28 28 28 29 26 26 26 26 26 25 26 26 26 27 27 28 28 28 29 28 27 27 27 27 27 26 26 26 27 27 28 28 28 29 Double 0.032 "x2"x6.5" Header 4 4.5 5 55 Attached Structure Freestanding or Multispan Units MAX B B B B 20 20 21 21 MAX POST LENGTH POST MIN FOOTER 8' 10' 17 SPACING POST SIZE CONSTRAINED FOOTER (Fl) TYPE "4" "4" "4" "6" 6 (in) (in) (m) (in) 11' -3" A 21 22 23 24 11'-0" A 22 22 23 24 10' -9" B 22 22 22 23 10' -6" 8 23 23 23 23 10' -3" 6 23 23 23 23 10'-0" B 23 23 23 23 9' -7" B 24 24 24 24 9' -3" B 24 24 24 24 6-10" B 25 25 25 . 25 6-6" B 25 25 25 25 8'-0" B 25 25 25 25 7 -5" 8 25 25 25 25 6 -11" B 25 25 25 25 6 -6" 8 25 25 25 25 6-7 B 25 25 25 25 17 -5" 17 -7 11' -11" 11' -7 11'-4" 11' -1" 10' -10" 10' -T 10'-4" 9' -10" 9'-4" 8' -11" 8' -6" 8' -0" 7. -5" A A A B B- B B a B B B B 20 20 21 21 22 22 23 23 23 24 24 25 25 25 25 22 22 22 • 22 22 22 23 23 23 24 24 25 25 25 25 23 23 23 23 23 22 23 23 23 24 24 25 25 25 25 24 24 24 " 24 24 23 23 23 23 24 24 25 25 25 25 15' -9" 15'-6" 15' -2" 14' -10" 14' -6" 14' -7 13' -10" 13' -7" 13' -3" 12' -8" 12' -2" 11' -9" 11'-4" 15 -11" 10' -7" A B B B B B c C C C C 22 23 24 24 25 25 26 26 27 27 28 29 29 29 30 25 25 25 24 25 25 26 26 27 27 28 29 29 29 30 26 26 26 26 26 26 26 26 27 27 28 29 29 29 30 27 27 27 27 27 27 27 26 27 27 28 29 29 29 30 11' -1" 10' -10" 10'-8" 10' -6 10 -2" 7 -11' 9'-6" 9'-4" 8' -11" 8' -7" 8. -3" T -11" 7 -8" 7 -57 A A A A A A B B B B B B ,B B B 20 21 21 22 22 23 23 23 24 24 25 25 26 26 27 22 22 22 22 22 23 23 23 24 24 25 25 26 26 27 23 23 23 23 23 23 23 23 24 24 25 25 26 26 27 24 24 24 24 24 24 24 24 24 24 25 25 26 26 GENERAL INSTRUCTIONS FOR THESE TABLES CHOOSE FREESTANDING OR ATTACHED STRUCTURE CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT DETERMINE WIND AND SNOW LOAD OF SI HUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) CHOOSE A RAFTER FROM TABLES 1.5 TO 1.12 THAT HAS ADEQUATE 10 CLEARSPAN FOR YOUR NEEDS FOR DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR SLAB 7 CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE SCO2 -2003 SLAB 8 CHOOSE A HEADER FROM TABLES 6.1 OR 6.6 THAT HAS SLAB 9 Ar'srnl IATF POST SPACING SI AB in 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4. 9. FIND THE O /C-SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 10.6 . USE THE APPROPRIATE DETAILS PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN . DETERMINE MAXIMUM SLAB SPACING FROM TABLE 6.1 OR 6.6 . USE THE SMALLER OF THE SLAB SPACING OR HEADER SPACING . POST 'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB - FOI I OW 0 AMn in FROM AROVF 0.04250x8" Header Double 0.042 "x3 "x8" Header Double 0.032'x2 "x6.5" Header Attached Structure Freestanding or Multispan Units Attached . Structure Freestanding or Multispan Units LIVE LOAD (PSF) TRIB WIDTH (FT) MAX POST SPACING ON SLAB (FT) POST REQ'D FOR SLAB MAX POST SPACING MIN POST TYPE FOOTER SIZE "4" (n) MAX POST LENGTH 8' I 10' I 17 CONSTRAINED FOOTER "d" "d a" (n) (in) (in) MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE (n) MAX POST LENGTH 8' I 10' I 12' CONSTRAINED FOOTER "4" "4" "d" (in) (in) (in) Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d- (n) MAX POST LENGTH 8' ' 10' 12' CONSTRAINED FOOTER "6" "6 . "d" (in) (in) (in) 110 MPH EXPOSU RE C 20 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 8' -11" T -11" 7' -1" 6' -5" 5, -11" 5' -5" 5'=1" 4, -s. 4'-5" 3' -11" 3' -7 2' -11" A A A A A A A A A A A A A 10' -5" 9' -10" 9'-4" 8' -11" 8' -2" 7 -7" 7-0" 6 -6" 6 -2" 5' -5" 4, -11" 4' -5. 4'1" B B B B B B B B B B B B B 19 19 19 20 20 20 20 20 20 20 20 20 20 22 22 21 21' 21 20 20 20 20 20 20 21 21 23 23 22 22 22 21 21 21 20 21 21 22 22 24 24 23 23 23 22 22 22 21 22 22 23 23 14' -9" 13' -11" 13 -3" 12-8" 17 -1" 11' -7" 11' -2" 10' -10" 10'-6" 9' -11" 9'-5" 8' -11" 8' -2" B C C C C C C C C 0 D D D 21 20 20 21 21 21 22 22 22 23 23 23 23 24 23 23 23 23 22 22 22 22 23 23 23 23 25 25 24 24 24 24 23 23 23 23 23 23 23 26 26 25 25 25 25 24 24 24 24 23 23 23 TABLE 6.1 10' -S' 9' -10" 9, -4" 8' -11" 8'-6" 8'-0" 7, -5" 6 -11" 6'-6" 5' -10" 5' -3" 4' -9" 4,4" B B B B B B B B B B 19 18 18 18 19 19 19 19 19 19 19 19 19 21 21 21 20 20 20 20 19 19 20 20 21 21 22 22 22 21 21 21 21 20 20 21 21 22 22 23 23 23 22 22 22 22 21 21 22 22 23 23 120 MPH EXPOSURE C 20 4 4.5 5 55 8' -11" 7' -11" 7-1" 6' -5" A A A A 10' -5" 9' -10" 9'-4" 8' -11" B B B B 20 20 21 21 - 23 22 22 22 24 24 23 23 25 25 24 24 14' -9" 13' -11" 13' -3" 12' -8" B C C C 22 23 23 23 25 24 24 24 26 26 25 - 25 IN N N N N N N N n N N NI 10' -5" 7 -10" 9' -4" 8' -11" B B B B 20 20 21 21 22 22 21 21 23 23 23 22 24 24 24 23 6 5' -11" A 8' -2" B 21 21 23 24 12' -1" C 24 24 25 8' -6" B 21 21 22 23 24 6.5 5' -5" A T -7" B 21 21 22 23 11' -7 C 24 24 25 8' -0" B 21 21 22 23 23 7 5' -1" A 7' -0` B 21 21 22 23 11' -2" C 24 24 24 7' -5" B 21 21 21 22 22 7.5 4' -9" A 6' -6" B 21 21 21 22 10' -10" C 25 25 25 6' -11" B 21 21 21 22 22 8 4' -5" A 6' -2" B 21 21 21 22 10' -6" C 25 25 25 6-6" B 21 21 21 22 B 9 3' -11" A 5' -5" B 21 21 21 22 9' -11" D 25 25 25 5' -10" B 21 21 21 22 6' -6" 10 3' -6" A 4' -11" B 21 21 22 23 9' -5" D 26 26 26 5' -3" B 21 21 22 23 11 3' -2" A 4' -5" 6 21 21 22 23 8' -11" 0 26 26 26 4' -9" 8 21 21 22 23 130 MPH EXPOSURE C 20 4 4.5 5 6-11" 7' -11" T -1" A A A 10' -1" 9' -10" 9'-4" B B B 21 21 22 23 23 23 25 25 24 26 26 25 13' -10" 13' -8" 13' -3" B C C 23 24. 24 25 25 25 27 26 26 28 28 27 9' -9" 9' -7" 9' -0" B B B 20 21 22 23 22 22 . 24 24 23 25 25 24 5.5 6' -5" A 8' -11" B 22 23 24 25 12' -8" C 25 - 25 26 27 8' -11" 8 22 22 23 24 6 5' -11" A 8' -2" B 22 22 23 25 12' -1" C 25 25 26 27 8' -6" B 22 22 23 24 6.5 5' -5" A 7' -7" B 22 22 23 24 11' -7" C 25 25 26 27 8' -0" B 22 22 23 24 7 5' -1" A 7' -0" B 22 22 23 24 11' -7' C 26 26 26 26 7' -5" B 22 22 22 23 7.5 4' -9" A 6' -6" B 22 22 22 23 10 -10" C 26 26 26 26 6-11" B 22 22 22 23 8 4' -5" A 6' "2" 8 22 22 22 23 16-6" C 26 26 26 26 6' -6" B 23 23 23 23 TABLE 6.3 Post Requirements for Attached Structures. Post Description Max POST Height Twin 0.032''x1.5 "x1.5" A Clover 0.024 "x3 "x3 ".Alum. 12' A 0.024 °Post with Sideplates 10' A Clover 0.040'X3 "X3" Alum 12' Colonial 0:062" Extruded 12' C 0.041 "x3 "x3" Steel Clover 12' D 0.041 "x3 "x3" Steel Clover 0.188'X3 "x3" Steel Square 15' F 0.188'X4 "x4" Steel Square 18' Table 6.5.Post Substitutes Square Circular 0.041 "x3'53" 0.188 "x3 "Diameter 0.188''x3 "x3" 0.188 "x4 "Diameter 0.188 "x4 "x4" .0.188 "X5 "Diameter 0.188 "x5 "x5" 0.188 "x6"Diameter TABLE 6.4 Post Requi ements for Freestanding Structures Post Description 0.041 "x3'53" Steel Clover 0.188 "53'X3" Steel Square 0.188"x474" Steel Square 0.188 "x5 "x5" Steel Square POST F DDT I NO �-- cr --4 N ❑N- CONSTRAINED Max POST Height 8' 15' ' 18' 18 F' G H CONSTRAINED EXr'iRES O2.25r- 2/15/2004 Page 19 of 34 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING STEEL C BEAMS IN HIGH WIND AREAS (0.105 ") 12 Ga 3 "x8" Steel C (0.075 ") 14 Ga 3 "x8" Steel C LIVE TRIO LOAD WIDTH (PSFI• (FT) Attached Structure Freestanding or Multispan Units MAX POST SPACING ON SLAB (FT) POST REQ'D FOR SLAB MAX POST SPACING (FT) 100 MPH EXPOSURE B MIN. FOOTER POST SIZE TYPE "d" (in) MAX POST LENGTH 12' I 15' I 18' CONSTRAINED FOOTER (in) (n) (in) 10 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 15 16 17 17 -0" 15' -1" 13' -T 12' -4" 11'-4" 10'-5" 9-8^ 9 -1" 8'-6" 7-6" 6,9" 9 -2" 5' -7 4' -10" 4. -p" 100 MPH EXPOSURE C A A A A A A A A A A A A A A A A A 28' -1" 27'-1" 24' -2" 23 -7" 21' -10" 21'-4" 20' -10" 20 -5" 18' -9" 18'-1" 19-8" 16'-0" 15' -4" 14' -10" 14' -4" 13' -2" 12' -9" 8 C C C C C C C D D D D D D D D D 23 24 24 24 25 25 25 26 26 26 27 27 28 28 28 29 28 29 32 34 32 34 31 33 31 33 31 32 30 32 30 32 30 31 30 31 29 31 29 30 28 30 28 29 28 29 28 29 29 29 28 28 29 � 29 35 35 35 34 34 33 33 33 33 32 32 31 31 30 30 30 29 29 10 4 4.5 5 5.5 6 65 17'-0" 15,1' 13' -7" 12'-4" 11'-4" 10 -5" 9 -8" 9 -1" 8'-6" 7' -6" 6'-9" 6,2" 7.5 8 9 10 11 12 5' -8" 1 13 14 15 16 17 110 MPH EXPOSURE B 5' -7 4' -10" 4' -6" 4' -9 4'-0" A .A A A A A A A A A A A A A A A A A 28' -1" 2T -1" 26 -3" 24' -2" 23' -7" 21' -10" 21'-4" 20' -10" 20' -5" 18' -9" 18' -1" 16 -8" 16' -0" 15•-4^ 14' -10" 14'-4" 13' -2" 17 -9" B C C C C C C C D D D 0 D 0 D 0 D 24 25 26 26 26 26 27 27 • 28 28 29 29 29 30 30 30 30 30 33 33 33 32 32 31 • 31 31 31 30 30 29 29 30 30 30 30 35 35 35 34 34 33 33 33 33 32 32 31 31 30 30 30 30 30 37 37 36 36 35 35 34 34 34 33 33 32 32 32 31 31 31 30 10 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 15 16 17 1r-c" 15' -1" 13' -7" 12'-4" 11'-4" 10 -51 9 -1" 8'-6" T-6^ 6 -B" 6' -2" 5'-8" 5' -7 4' -10" 4' -6" 4'-0" 110 MPH EXPOSURE C A A A A A A A A A A A A A A A 28,1". 2T -1" 26-3" 24' -2" 23' -7" 21 -10" 21'-4" 29 -10" 20 -5" 18' -9" 16' -8" 16-0" - 15 4" 14' -10" 14'-4" 13' -2" 17-9" - B C C C • C C C C D D D D 0 0 0 D D D' 24 25 26 26 26 26 27 27 28 28 Z9 29 29 29 30 30 30 30 33 33 33 32 32 31 31 31 31 30 3D 29 29 29 30 30 30 30 35 35 35 34 34 33 33 33 33 32 32 31 31 30 30 30 30 30 37 37 36 36 35 35 34 34 34 33 33 32 32 32 31 31 31 30 0 i 4 I 17'-0" I A 4.5 15'-1^ A 5 13' -7^ A 27 -6" 2r -1" 26 -3" 26 27 27 Attached Structure MAX POST MIN FOOTER SPACING POST SIZE (FT) TYPE "d" (in) 21'-8" B 19 -11" B 19'-4" g 1T -10" B 17' -5" B 16' -11` C 15-6" B 15 -a" C 14' -2" C 17-5" C 12' -9" C 12' -2• C 10 -8" C 10' -3" C 9' -11" C 21 22 22 23 23 23 23 23 24 24 24 25 25 25 25 26 26 26 Freestanding or Multispan Units MAX POST LENGTH 12' I 15' I 18' CONSTRAINED FOOTER (in) (in) ' (n) 30 32 30 32 29 31 29 31 29 35 28 30 28 30 28 29 27 29 27 29 27 28 26 28 26 27 25 27 25 27 26 27 26 27 26 28 33 33 32 32 32 31 31 31 30 29 29 29 28 28 28 28 29 B 23 32 33 35 18'_8" g ' -8° B 21 30 32 33 21 23 31 33 35 18b" B 22 30 I 32 � 33 19 -11" B 23 31 32 - 34 16' -3" 0 19'-4" B 24 30 29 31 32 32 34 15•_5" B. 29 30 32 17' -10" B 24 30 31 33 14'_9" B B Z2 28 30 31 24 30 31 33 14'-1" B 23 28 16 - -11" C 25 29 31 30 31 33 13' -T B 23 28 - 29 31 15' -6" B 25 29 30 32 13' -1" B 23 28 29 30 C 25 29 30 32 12' -T 8 14' -7' C 23 27 29 30 25 28 30 31 11' -9" B 24 27 13'•5" 28 30 C 26 28 29 31 70'_8^ B 24 26 28 29 C 26 27 29 30 10' -0" 8 24 12'_2" C 26 27 29 20 4 8' -11" A 20' -10" C C 20 29 30 9 27 27 29 30 9' -5" B 24 25 27 28 22 31 33 34 15•_5^ 11' -1" C 26 26 28 29 9' -0" C 25 4.5 T -11° A 19'-1" D 3- 25 27 28 22 30 32 33 14'-7" C 20 28 30 31 10'-8" C 27 27 28 29 . T -1' A 18,5" D 23 30 32 33 13'-10" C 8 T C 25 21 28 30 31 10-3" C 27 27 28 29 8 '-3" C 25 26 28 29 29 5.5 6' -5" A 1T -0" D Zi 29 31 33 13'-2" C 21 28 29 31 9-11" C 27 27 28 30 T -11" C 25 27 28 30 6 5 11" A 16' -5" D 23 29 31 32 17 -7" C 21 27 29 30 9'-T D 28 28 29 30 T -T C 26 27 29 - 30 6.5 5' -5" A 15' -9" D 24 29 31 32 11' -5" C 21 27 28 29 7 5' -1" A 15 -2" D 24 29 30 32 11' -0" C 21 26 28 29 g 7.5 4' -9" A 14 -8" 0 24 28 30 31 10' -T C 22 26 28 29 21 30 32. 33 8 4' -5" A 14' -3" D 18'-0 B 22 30 31 33 24 28 30 31 10'-3" C 22 26 27 29 16' -3" 22 29 31 32 9 3' -11" A 17 -9" - 0 25 27 29 30 9,7' 0 22 26 27 28 B 10 3'-6" A 17 -1° E 25 27 29 30 9' -7' D 23 25 27 28 15' S` B 22 29 30 32 14' -9" B 11 3' -2" A 11'-6" - E 25 27 28 30 B' -Y 0 23 25 26 27 22 28 30 31 12 2' -11" A 11'-0" E 26 14' -1" 8 23 28 30 31 26 28 29 T -9" D 23 25 26 28 13,r. B 23 - 28 29 31 OVER - 13' -1" B 23 28 29 30 HANG TABLE 6.7 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 17 -7' B. 23 27 29 30 (11) 8' 9' 10' 11'-9" 8 24 27 28 30 0 11' 12' 13' 14' 15' 16 17' 18' 19' 20' 21' 22' 23' 10' -6^ B 24 26 28 29 1' 4'. 4.5' 5' S.5' 6' 6.5' 7' 7.5' 8' 6.5' B, 4.5' 5' 9.5' 10' 10.5' 11' 11.5' 10' -0 B 5.5' 6 6.5 T 7.5' 8' 8.5' 9' 24 26 27 28 2' 5' 5.5' 6' 6.5' T 75 8' 8.5' 9.5 10 10.5' 11' 11.5' 12' 9_5e B 24 25 9' 95' 10 10.5' 11' 11.5' 17 12.5' 27 28 2.5 WA 5.75' 6.25' 6.75' 7.25' 7.79 8.25' 8.75' 9.25' 8.75' 1025' 10.75' 1125' 1175' 12.25' 12.75' C 25 25 27 28 3' 6._7., C WA N/A N/A 7' 7.5' 8' 8.5' 9' 25 26 27 29 3.5 WA WA WA N/A 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 13' C 25 26 28 29 4' WA WA WA N/A N/A N/A 895 95' 105 1055 10'5' 11.5' 1775 1255 113'5 13.5' T -71" C 25 27 28 30 4.5' WA N/A WA WA N/A N/A WA N/A 10.25' 10.75' 11.25 11.75' 1225' 12.75' 13.25'. 13.75' 24 T -T C 28 27 29 30 5' N/A N/A N/A N/A N/A N/A N/A N/A N/A WA 11.5 17 12.5' 13' 13:5' 14' 35 37 _ 6 N/A N/A N/A WA N/A N/A N/A NI N/A N/A WA N/A N/A 13.5' 14' 25 33 I 35 I 36 1 I 18' -0" I B I 23 23 32 33 35 I 31 I 33 1 35 I T N/A N/A WA WA WA N/A N/A WA N/A N/A N/A WA N/A N/A nvn 14.5' POST SPACING (Fr) 20 18'-0" B 21 16' -3" B 21 15' -5" B 21 14' -9° B 21 14'_1•• B 22 13,_7•• B 22 13' -1" B 22 17 -7" B 22 23 10' -6" 8 23 10-0" 8 23 23 9 -0" C 23 8' 7" C 24 8' -3" C 24 T -11" C 24 24 29 29 28 28 27 27 27 26 26 26 25 25 24 24 25 25 26 26 31 30 30 29 29 29 28 28 28 27 27 26 26 26 26 27 27 28 32 32 31 31 30 30 30 29 28 29 28 27 27 27 27 28 28 29 22 22 LIVE LOAD (PSF) •20 20 4 8' -11" A 20' -10" C 22 31 33 34 20 -10" C 22 31 32 34 15' -5" C 20 28 29 31 55 -11 A 18' -5" D 30 32 33 15 7" C 21 29 30 32 C 20 27 29 30 A 17' -0" D 23 29 31 33 14" C 21 28 30 31 13' -10" C 21 27 28 30 5.5 6' -5" 6 5'-11" A 16' -5" D 23 29 31 32 13,0" C 21 26 30 31 13' -2" C - 21 26 28 29 A 15' -9" D 24 29 31 32 12. „ C 22 28 29 31 12' -7" C 21 26 28 29 6B 5' -5' C 22 27 29 30 75 5' -9" A 14' -8" D 24 28 30 31 11' -7" C 22 27 28 30 11' -0" C 21 25 27 28 B 4' -5" A 14' -3" D 24 28 30 31 11, 2'" C 22 26 28 29 10' -7" C 22 25 27 28 72' -9" D D 22 26 28 29 10' -3" C 22 25 26 28 B 3' -11" A 27 29 30 10' -7" D 23 • 26 27 29 D 10 3' -6" A 12' -1" E 25 27 29 30 9' 5" p 22 25 26 27 11 3' -2" A 11' -6" E 25 27 28 23 26 27 28 9' -2" D 23 24 26 27 30 9' -0' D 23 25 27 28 8'_2^ 12 2' -11" A 11' -0" E 26 26 28 29 0 23 24 25 26 13 2' -8" A 10' -7" 26 28 8'-7" D 23 25 26 28 r.g^ D E 26 29 7' -3" D 24 25 23 24 25 26 110 MPH EXPOSURE B , 27 28 T -5" D 23 24 26 27 (0.105 ") 12 Ga 3"x8" Steel -C Attached Freestanding or Structure Multispan Units TRIB MAX POST MAX MAX POST LENGTH WIDTH POST REQ'D POST MIN FO.OTE 12' I 15' I 18' (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER ON SLAB SLAB (FT) TYPE "d" "d" "d" "d" (F) (in) (n) I (in) ( (in) 100 MPH EXPOSURE B (0.075") 14 Ga 3 "x8" Steel C Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOT 17 I 15' I 18' SPACING POST SIZE CONSTRAINED FOOTER (Fl) TYPE "d" (in) (in) (in) (in) 4 8' -11" AA 19-1" 8" D 21 29 31 33,23 15,5" C 19 28 29 31 13' -0" B 18 26 28 29 4.5 7' -11^ 14' -7" C 19 27 29 30 17 -Y B 18 26 27 29 5 T -1" A 18' -5" D 22 29 30 32 13' -10" C 20 27 28 30 B 18 26 27 28 5.5 6' -5" A 17-0" D 22 28 30 31 6 5' -11` A 16' -5" D 22 28 30 31 17_7•, C 20 26 28 29 10'-3" B 18 25 26 28 6.5 5'' S" 20 26 26 29 9' -9" B 19 25 26 27 A 15-9" D. 22 28 29 31 11' -5" C 20 26 27 25 9'-4^ B 19 24 26 27 7 5' -/" A 15' -Z" D 23 27 29 30 11' -0" C 20 25 27 28 7.5 4 8' -11" C 19 24 25 27 ''S" A 14' -8" D 23 27 29 30 10' -T C 21 25 27 28 B A 14 8' -6" C 19 24 25 26 4' -5 , ' -3" 0 23 27 29 30 10' -3" C 21 25 26 28 9 3' -11" A 12' -9" 13 23 26 28 29 8,2' C 19 24 25 26 10 3' -6" A 12' -1" E 24 26 27 29 9 -T D 21 25 26 27 7' -T C 20 23 24 26 11 3' -7 9' -1" D 21 24 26 27 T -1" C A 11' -6"" E 24. 26 27 28 8'- 20 23 24 25 12 2' -11" A 11' -0" E 24 25 27 28 T_2 D 21 24 25 26 6=8" C 20 23 25 26 13 7-8" A 10' -7" E 8" 0 22 24 25 26 C 20 24 25 26 100 MPH EXPOSURE C 25 25 27 28 T' -5" D 22 24 26 27 5' -8" C 20 24 26 27 (0.060 16 Ga 3 "x8" Steel C Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTE 12' I 15' I 18' SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d" (in) (n) (n) (in) 21'-8" B 19 -11" B 19'-4" B 17' -10" 8 17,9 B 16' -11" C 19 -6" B 15'-0" C 14'-7 C 13'-5" C 17 -9" C 17 -2" C 11'-1" C 10 -8" C 10' -3" C 9 -11" C 9' -T D 23 32 23 31 23 31 24 30 24 30 24 30 25 .( 29 25 I 29 25 29 25 28 26 28 26 27 27 27 26 26 27 27 27 27 27 27 28 28 33 33 32 32 31 31 31 30 30 30 29 29 29 28 28 28 28 .29 35 .35 32 32 32 31 31 30 29 9 29 0 0 2 3 34 34 33 33 34 35 37 1 37 38 I .21.8" 35 37 38 2p..g^ 13' -0" I g 12'_2" fl B 11' -5" .g 10' -3" B 9•-9" B B 8' -11" C 8' -7 C 7-i" C T-1" C 6 -8" C 6-3" C 19 19 19 19 20 20 20 20 20 21 21 21 21 C 28 29 27 29 27 28 26 27 26 27 25 27 25 26 25 26 25 26 24 25 24 25 24 26' 30 30 29 29 28 28 28 27 27 27 26 27 X28 'OST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING STEEL C BEAMS IN HIGH WIND AREAS 120 MPH EXPOSURES 4 4.5 5 5.5 6 6.5 . 7 7.5 8 9 10 11 12 13 14 17' -0" 15• -1" 13' -7" 12• -4" 11'-4" 10, -5" 9 -1" 8' -6" 6' -2" 4' -10" A A A A A A A A A A A A A A A 28' -1" 27 -1" 26 -3" 24' -2" 72 -r 21' -10" 21'-4" 20' -10" 20' -5" 18' -9" 18' -1" 16 -8" 16 -0" 15' -4" 14' -10" B C C C C C C C D D D D D D D 26 26 27 27 28 28 28 29 29 30 30 30 31 31 32 35 34 34 34 33 33 32 32 32 31 31 31 31 31 32 37 36 36 35 35 35 34 34 34 33 33 32 32 32 32 38 38 38 37 37 36 36 36 36 35 35 34 33 33 33 (0.075 ") 14 Ga 3'x8" Steel C (D.105 ") 12 Ga 3 "x8" Steel C Attached Structure Attached Structure Freestanding or Multispan Units TRIB MAX POST MAX MIN FOOTER MAX POST LENGTH I WIDTH POST REO'D POST MIN FOOTER 17 15' 18' ) (PT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER (n) ON SLAB SLAB (FT) TYPE "d" "d" "d" ."a“ B (FT) 31 33 35 (in) (in) (in) (n) 5.5 12-4" A 24' -7" C 27, 34 36 37 6 11-4" A 23' -7" C 28 33 35 37 6.5 10' -5" A 21' -10` C 28 33 35 36 7 9'-8" A 21' -0" C 29 33 35 36 7.5 9' -1" A 20' -10" C 29 32 34 36 8 9' -6" A 20' -5" D 29 32 34 36 9 7 -6" A 18' -9" 0 30 32 33 35 10 6 -9" A 18' -1" D 30 31 33 35 11 6"-2" A 16' -B" D 31 31 32 34 12 5'-8" A 16-0" 0 31 31 32 34 13 6 -2" A 15'-4" D 31 31 32 33 14 4' -10" A 14' -10" D 32 32 32 33 15 4' -6" A 14'-4" D 32 32 32 33 16 4' -3" A 13' -2" 0 32 32 32 32 17 4' -0" A 17-9" D 32 32 32 32 120 MPH EXPOSURES 4 4.5 5 5.5 6 6.5 . 7 7.5 8 9 10 11 12 13 14 17' -0" 15• -1" 13' -7" 12• -4" 11'-4" 10, -5" 9 -1" 8' -6" 6' -2" 4' -10" A A A A A A A A A A A A A A A 28' -1" 27 -1" 26 -3" 24' -2" 72 -r 21' -10" 21'-4" 20' -10" 20' -5" 18' -9" 18' -1" 16 -8" 16 -0" 15' -4" 14' -10" B C C C C C C C D D D D D D D 26 26 27 27 28 28 28 29 29 30 30 30 31 31 32 35 34 34 34 33 33 32 32 32 31 31 31 31 31 32 37 36 36 35 35 35 34 34 34 33 33 32 32 32 32 38 38 38 37 37 36 36 36 36 35 35 34 33 33 33 (0.075 ") 14 Ga 3'x8" Steel C (0.105 ") 12 Ga 3 "x8" Steel C Attached Structure Freestanding or Multispan Units MAX Attached Structure _ MAX POST LENGTH POST MIN FOOTER 12' 15' 18' SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d" "d" "C "8" 4.5 (in) 6n) (n) (n) 19'-4" 9 25 32 34 35 1T-10" B 26. 31 33 35 1T -5" B 26 31 33 34 16' -11" C 26 31 33 34 15'-6" B 26 30 32 33 15' -0" C 27 30 32 33 14' -2" C 27 29 31 33 13• -5" C 28 29 31 32 12•-9" C 28 29 30 32 17.2" C 28 28 30 31 11' -1" C 28 28 29 31 10' -8" C 29 29 29 30 10' -3" C 29 29 29 31 9• -11" C 29 29 30 31 9' -7" D 29 29 30 32 22' -5" 21' -8" 19'=11" 19'-4" 17 -10" 17 -5" 16 -11" 15' -6" 15' -0" 14' -2" 13' -5" 12' -9" 12,2' 11• -1" 10' -8" B B B B C B C C C C C C C 24 25 25 25 25 26 26 26 26 27 27 28 28 28 28 33 33 32 32 31 31 31 30 30 29 29 29 28 28 28 35 34 34 34 33 33 32 32 31 31 31 30 30 29 29 36 36 35 35 34 34 34 33 33 32 32 32 31 31 30 (0.060 ") 16 Ga 3 "x8" Steel C (0.105 ") 12 Ga 3 "x8" Steel C Attached Structure- Freestanding or Multispan Units MAX Attached Structure _ MAX POST LENGTH POST MIN FOOTER 17 15' 18' SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d" "d" "d" "d" 4.5 (in) (n) (in) 6n) 15' -5" B 24 30 32 33 14'5" B ' 24 30 31 33 14• -1" B 24 29 31 33 13' -7' B 25 29 31 32 13' -1" B 25 29 31 32 12' -7" B 25 29 30 32 11' -9" B 25 28 30 31 10' -6" B 25 27 29 30 10' -0" B 26 27 29 30 9 -5" B 26 27 28 30 9' -0" C 26 27 28 29 8' -7' C 27 27 29 30 8' -3" C 27 28 29 31. 7-11" C 27 28 30 31 T -r C 27 28 30 32 18• -8" 16 -3" 15' -5" 14' -9" 14' -1" 12-7" 13• -1" 12-7 11' -9" 10 -6" 10,-0" 9 -5" B B B B B B B B B B B B B C 22 23 23 23 24 24 24 25 25 25 25 26 26 26 26 31 31 30 30 30 29 29 29 28 28 27 27, 27 27 27 33 33 32 32 31 31 31 30 30 30 29 28 28 28 29 35 34 34 33 33 32 32 32 32 31 30 30 29 29 30 130 MPH EXPOSURE B 4 4.5 5 5.5 • 6 6.5 7 7.5 a 9 10 11 12 13 14 17' -0" 15 -1" 13' -7" 17-4" 11' -4" 10' -5" 9'-8" 9-1" 5 -6" 7 -6" 6 -9' 6-7 9 -B" 6 -7 • 4• -10" A A A A A A A A A A A A A A A. 26 -5" 26-V 25' -T 24' -2" 23' -7" 21'-10" 21'-4" 20 -10" 2P -S 18' -9" 18' -1" 16 -8" 16-0" 15'-4" 14,10" B C C C C C C C D D D 0 D D D 27 28 28 29 29 29 30 30 31 31 32 32 32 33 33 38 36 35 35 35 34 34 34 33 33 32 32 32 33 33 38 38 37 37 37 36 36 36 35 35 34 34 33 33 33 39 39 39 39 38 38 37 37 37 38 36 35 35 34 34 21,9" 21,5" 19' -11" 19' -4" 17' -10" 1T -5" 16 -11" 15' -6" 16-0" 14• -7. 13' -5" 17 -9" 17 -7 11' -1" 10 -8" B B B 9 B C B C C C C C C C 25 26 26 27 27 27 28 28 28 28 29 29 30 30 30 34 34 33 33 32 32 32 31 31 31 30 30 30 30 36 36 35 35 34 34 34 33 33 32 32 31 31 30 30 38 37 37 36 36 36 35 35 34 34 33 33 33 32 31 18• -8" 18• -0" 16 -3" 15' -5" 14' -9" 14' -1" 13' -7" 13' -1" 17 -r 11' -9" 10'-6" 10-0" 9 -5" 9 -0" 8'T B 8 B B B B B e B B B B C C 24 24 24 25 25 25 29 26 26 27 27 27 27 28 28 32 32 31 31 31 30 30 30 29 28 28 28 28 28 35 34 33 33 33 32 32 35 31 31 30 30 29 29 30 36 36 35 35 34 34 33 • 33 33 32 31 31 31 31 31 GENERAL INSTRUCTIONS FOR THESE TABLES CHOOSE FREESTANDING OR ATTACHED STRUCTURE CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT DETERMINE WIND AND SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4. 9. FIND THE O/C SPACING OR 8 OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 10.6 CHOOSE A RAFTER FROM TABLES 1.5 TO 1.12 THAT HAS ADEQUATE 10- USE THE APPROPRIATE DETAILS CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 6.1 OR 6.6 CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE SCO2 -2003 SLAB 8. USE THE SMALLER OF THE SLAB SPACING OR HEADER SPACING CHOOSE A HEADER FROM TABLES 6.1 OR 6.6 THAT HAS SLAB 9. POST 'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB ADECJIIATF POST SPACING. SI AR 10 FCII 171W Q AMC to FROM GRCII/F 20 (0.105 ") 12 Ga 3 "x8" Steel C (0.075 ") 14 Ga 3 "x8" Steel C (0.060") 16 Ga 3 "x8" Steel C 20' -10" 19' -1" 19• -5" 17' -0" 16 -5" 15' -9" 15' -2" 14' -8" 14' -3" 12' -9" 17 -1" 11' -6" _ Attached Structure Freestanding or Multispan Units 34 33 33 32 32 32 31 31 31 30 30 29 Attached Structure Freestanding or Multispan Units 15' -5" 14' -7" 13• -10" 13' -2" 12' -7" 11' -5" 11' -0" 10' -7" 10' -3" 9' -7" 9' -1" D -2" Attached Structure Freestanding or Multispan Units LIVE TRIB MAX POST MAX 21 22 22 22 22 22 23 23 23 23 24 24 - 30 30 29 28 28 28 - 27 27 27 26 26 27 MAX POST LENGTH MAX 4.5 MAX POST LENGTH MAX 19' -1" D MAX POST LENGTH LOAD WIDTH POST. REQ'D POST MIN FOOTER 12' I 15' I 18' POST MIN FOOTER 12' I 15' I 18' POST MIN FOOTER 12' I 15' 18' (PSF) (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER 30 32 ON SLAB SLAB (FT) TYPE "d" - "d' "d" "8' (FT) TYPE "8" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 31 33 (FT) 6 5' -11" A (In) (i(I) (n) (n) 35 37 (in) (in) (in) (in) 34 9' -9" On) On) (in) On). 32 110 MPH EXPOSURE C 6.5 5• -5" TABLE 6.6 20 4 8' -11" A 20' -10" C 23 32 34 36 15' -5" C 21 30 32 33 13' -0" B 20 29 31 32 29 4.5 T -11" A 19' -1" D 24 32 34 35 14' -7 C 20 30 31 33 12' -2" B 19 28 30 31 32 5 7-1" A 18' -5" D 24 31. 33 35 13' -10" C 21 29 31 32 11' -5" B 19 28 30 31 34 5.5 6 -5" A 17 -0" 0 24 31 33 34 13' -7' C 21 29 31 32 10 -3" B 19 27 29 30 6 5 -11" A 16-5" D 25 31 32 34 12' -T' C 21 29 30 32 9' -9" B 20 27 ' 28 30 6.5 5' -7 A 15' -9" D 25 30 32 34 11' -5" C 21 28 30 31 9' -4" 5 20 27 28 29 7 9 -1" A 15' -2" 0 25 30 32 33 11' -0" C 21 28 29 31 8' -11" C 20 26 28 29 7.5 4' -9" A 14' -8" D 26 30 31 33 10' -7" C 22 27 29 30 8'-6" C 20 26 27 29 8 . 4• -5" A 14' -3" 0 26 30 31 33 10' -3" C 22 27 29 30 8' -2" C 20 26 27 28 9 3' -11" A 12' -9" D 26 29 30 32 9' -7" D 22 27 28 30 T -7" C 21 25 27 28 10 3' -6" A 17 -1" E 27 28 30 31 9' -1" D 23 26 28 29 7' -1" C 21 25 26 28 11 3' -2" A . 11' -6" E 27 28 30 31 8' -2" 0 23 26 27 28 6-8" C 21 26 27 28 12 7 -11" A 11.0" E 27 28 29 31 7' -9" 0 23 26 ' 28 29 6' -3" C 21 26 28 29 20 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 8' -11" 7 -11" T -1" 6 -5 5' -11" 5' -5" 5' -1" 4' -9" 4• -5" 3' -11" 3' -6" 7 -2" . A A A A A A A A A A A A 20' -10" 19' -1" 19• -5" 17' -0" 16 -5" 15' -9" 15' -2" 14' -8" 14' -3" 12' -9" 17 -1" 11' -6" _ C D D D D D D D D D E E 25 25 26 26 26 27 27 27 28 28 28 29 34 33 33 32 32 32 31 31 31 30 30 29 36 35 .35 34 34 33 33, 33 33 32 31 31 37 37 36 36 35 35 35 34 34 33 33 32 15' -5" 14' -7" 13• -10" 13' -2" 12' -7" 11' -5" 11' -0" 10' -7" 10' -3" 9' -7" 9' -1" D -2" C C C C C C C C C D 0 D 23 23 23 24 24 24 24 25 25 25 26 26 31 31 31 30 30 29 29 29 28 28 28 27 33 33 32 32 32 31 31 30 30 30 29 28 35 34 34 33 33 32 32 32 31 31 30 30 13' -0" 12' -2" 11' -5" 10 -3" 9 -9" 9' -4" 8' -11" 8' -6" 8' -2" T -7 ". 7' -1" 6' -8" B B B B B B C C C C C C 21 22 22 22 22 22 23 23 23 23 24 24 - 30 30 29 28 28 28 - 27 27 27 26 26 27 32 31 31 30 30 29 29 29 28 28 . 28 28 33 33 32 31 31 31 30 30 30 29 • 29 30 20 4 8• -11" A 20• -10" C 26 35 37 39 15' -2" 10000000001 24 33 35 36 13' -0" B 22 31 33 35 4.5 7-11" A 19' -1" D 27 35 36 38 14' -2" 24 32 34 36 17 -2" B 23 31 33 34 5 T -1" - A 18' -5" D 27 34 38 38 13' -9" 25 32 34 35 11' -5" B 23 30 32 34 5.5 6' -5" A 17-0" 0 27 34 35 37 13' -4" 25 31 33 35 1273" B 23 30 31 33 6 5' -11" A 16'-5" D 28 33 35 37 12' -11" 25 31 33 34 9' -9" B 23 29 31 32 6.5 5• -5" A 15' -9" D 28 33 35 36 11' -8" 25 30 32 34 9'-4" B 24 29 31 32 '7 5' -1" A 15' -2" D 29 33 34 36 11' -0" 26 30 32 33 8' -11" C 24 29 30 32 7.5 4' -9" A 14• -8" D 29 32 34 36 10' -9" 26 30 32 33 8' -6" C 24 28 30 31 - 8 4' -5" A 14' -3" 0 29 32 34 35 10' -7" 26 .30 31 33 6' -2" _ p,, _ 24 28 30 31 TABLE 6.8 Post Requirements for Attached Structures Post Description Max POST Height Twin 0.032 "x1.5 "x1.5" 8' Clover 0.024"x33"103" Alum 12' A 0.024"Post with Sldeplates 1D' A Clover 0.040"x3'X3" Alum 12' B Colonial 0.067 Extruded 12' C 0.041")C3'55" Steel Clover 12' D D.041 "x3 "x3" Steel Clover E 0.188'x3'x3" Steel Square 15' 0.188 "x4 1x4" Steel Square 18' G Table 6.10 Post Substitutes Square Circular 0.041'x3'x3" 0-188 "x3 "Diameter 0.188'x3 "x3" 0.188 "x4 "Diameter 0.188 "x4 "x4" 0.168'x5':Diameter 0.188'55-x5" 0.188 "x6"Diameter TABLE 6.9 Post Requi ements for Freestanding Structures Post Description Max POST Height 0.041'x3'x3" Steel Clover 8' E 0.188 "x3 "x3" Steel Square 15' 0..188 "x4'x4" Steel Square 18' G 0.188'55 "x5" Steel Square 18 H iiPO„ 'f , "�`" 1_�`•° t3.5' SLAB " .`U:� f� I- � F ( w FOOTER - 1/ EXPIRES 02 -25 d" --� NON - CONSTRAINED CONSTRAINED 2/15/2004 Page 21 of 34 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING STEEL C BEAMS IN HIGH WIND AREAS (0.105 ") 12 Ga 3 "x8" Steel C (0.075 ") 14 Ga 358" Steel C Attached Freestanding or Structure Multispan Units MAX POST LENGTH FOOTER 12' I 15' I 18' SIZE CONSTRAINED FOOTER "6" .� I •d" "d„ (n) LIVE LOAD (PSF,, TRIO WIDTH (FT) MAX POST SPACING ON SLAB (FT) POST REO'D FOR SLAB MAX POST SPACING (FT) 100 MPH EXPOSURE B Attached Structure MIN FOOTER POST SIZE TYPE "d" (n) Freestanding or Muftispan Units MAX POST LENGTH 12' I 15' I 18' CONSTRAINED FOOTER MAX POST SPACING (FT) MIN POST TYPE (n) On) (In) 10 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 15 16 17 17-2 15' -1" 13' -7° 12' -4" 11'-4" 10'-5" 9-1" 8'-6" 7-6" 6 -2" 5, -8' 5•-7 4,10- 4,6" 4' -3" 4' -0" A A A A A A A A A A A A A A A A A A 28' -1" 2T -1" 24' -7 22-7" 21' -10" 21'-4" 20' -10" 20' -5" 18' -9" 18' -1" 16 -8" 16,-0" 15' -4" 14' -10" 14' -4" 13' -2" 12' -9' B C C C C C C C D D D D D D D D D 23 24 24 24 25 25 25 26 26 26 27 27 28 28 28 29 28 29 32 32 31 31 31 30 30 30 30 29 29 28 28 28 28 29 28 29 34 34 33 33 32 32 32 31 31 31 30 30 29 29 29 29 28 29 35 35 35 34 34 33 33 33 33 32 32 31 31 30 30 30 29 29 10 100 MPH EXPOSURE C 4 4.5 5 5.5 6 6.5 7.5 8 9 10 11 12 13 14 15 16 17 17'-0" 15' -1" 13' -T 12'-4" 11'-4" 10' -5" 9' -1" 2-6" 6' -9" 2 -2" 5-7 4' -10" 4'-6" 4' -3" 4'-0" 110 MPH EXPOSURE B A .A A A A A A A A A A A A A A A A 28' -1" 2T -1" 26 -3" 24' -2" 21' -10" 21'-4" 20' -10" 18' -9" 18' -1" 16 -8" 16' -0" 15'-4" 14' -10" 14' -4" 13' -2' 17 -9" B C C C C C C C D D D D D 0 D D 0 D 24 25 26 26 26 26 27 27 28 28 29 29 29 30 30 30 30 30 33 33 33 32 32 31 31 31 31 30 30 29 29 30 30 30 30 30 35 35 35 34 34 33 33 33 33 32 32 31 31 30 30 30 30 30 37 37 36 36 35 35 34 34 34 33 33 32 32 32 31 31 31 30 10 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 15 16 17 17 -0" 15' -1" 13' -7' 12'-4• 10 -5 8,7 7-6" 6 -9" 6' -2" 5'-8" 5' -2" 4' -10" 4'-6" 4'0 110 MPH EXPOSURE C A A A A A A A A A A A A A A A A 28' -1" 27 -1" 26' -3" 24' -7 23' -T 21=10" 21'-4" 20 -10" 20 -5" 18' -9" 18':1" 16-8 " - 16-0" 15-4" 14' -10" 14'-4" 13' -7 12-9" B C C C C •C C D 0 D D 0 D D D 0 0 24 25 26 26 26 26 27 27 28 28 29 29 29 29 30 30 30 30 33 33 33 32 32 31 31 31 31 30 30 29 29 29 30 30 30 30 35 35 35 34 34 33 33 33 33 32 32 31 31 30 30 30 30 30 37 37 36 36 35 35 34 34 34 33 33 32 32 32 31 31 31 30 0 4 17'-0" I A 4.5 15' -I" A 5 13' -7" A 27 -6' 27 -1' (in) (n) (in) 21'-8" B 19' -11" B 19'-4" B 17 -10" B 17' -5" B 16' -11` C 15-6" B 15' -0" C 14' -2" C 13' -5" C 12' -9" C 12' -2" C 11' -1" C 10 -8" C 10• -3" C 9' -11" C 9' -7" D 21 22 22 2.3 23 23 23 23 24 24 24 25 25 25 25 26 26 26 30 32 30 32 29 31 29 31 29 35 28_ 30 28 30 28 29 27 29 27 29 27 28 26 28 26 27 25 27 25 27 26 27 26 27 26 28 33 33 32 32 32 31 31 31 30 29 29 29 28 28 28 28 29 22' -5" 21' -8" 19' -11" 19'-4" 17 -10" 16' -11" 15' -6" 15' -0" 14' -' 12' -9" 12 -2" 11' -1" 10' -8" 10 -3" 9 -11" 9'-7" B B B B B B C B C C C C C C C C C 0 23 23 23 24 24 24 25 25 25 25 26 26 27 26 27 27 27 28 32 31 31 30 30 30 29 29 29 28 28 27 27 26 27 27 27 28 33 33 32 32 31 31 31 30 30 30 29 29 29 28 28 28 28 29 35 35 34 34 33 33 33 32 32 31 31 30 30 29 29 29 30 30 22 -5" 21'-8" 19=11" 19'-4" 17' -10" iT -5" 16' -11" 16-7 15'-0" 14' -2" 13' -5" 17 -9' 12 -7 11 -1" 10 -8' 10' -3° 9' -11" B B B 8 B C C C C C C C C C C D 23 23 23 24 24 24 25 25 25 25 26 26 27 26 27 27 27 28 32 31 31 30 30 30 29 29 29 28 28 27 27 26 27 27 27 28 33 33 32 32 31 31 31 30 30 30 29 29 29 28 28 28 28 29 35 35 34 34 33 33 32 32 32 31 31 30 30 29 29 29 30 30 (0.060 ") 16 Ga 3 "x8" Steel C MAX POST SPACING (FT) Attached Structure MIN POST TYPE FOOTER SIZE (In) Freestanding or Multispan Units MAX POST LENGTH 12' I 15' I 18' CONSTRAINED FOOTER (n) (in) - On) 1811-8" B 20 29 31 32 18' -0" B 21 29 30 32 16' -3" B 21 28 30 31 15' -5" B 21 28 29 31 14' -9" B 21 27 29 30 14' -1" B 22 27 29 30 13' -7" B 22 27 28 30 13' -1" B 22 26 '28 29 12' -7" B 22 26 28 29 11' -9" B 23 26 27 29 10' -6" B 23 25 27 28 10' -0" B 23 25 26 27 9' S 8 23 24 26 27 9,0" C 23 24 26 27 8' 7" C 24 25 26 27 C 24 25 27 28 7 -11" C 24 26 27 28 C 24 26 28 29 18' -8" a 18' -0" 8 16 -3" B 15' -5 B -• 14' -9" B 14,_1" B 13' -7" B 13, -1" e 12' -7" B 11' -9" B 10' -6 8 10' -0" B 9' -0" C 8'-7 C T -11" C T -7" C 21 30 32 33 22 30 32 33 22 29 31 32 22 29 30 32 22 28 30 31 23 28 30 31 23 28 29 31 23 28 29 30 23 27 29 30 24 27 28 30 24 26 28 29 24 26 27 29 24 25 27 28 25 25 27 28 25 26 27 29 25 26 28 29 25 27 28 30 26 27 29 30 18' -8" 18' -0^ 16' -3" 15' -5' 14' -9' - 14' -1" 13' -7 12 -7" 11' -9" 10'-6" 10' -0" B B B B B B B B 8 8 B C C C C C 21 22 22 22 22 23 23 23 24 24 24 24 25 25 25 25 26 30 32 33 30 32' 33 29 31 32 29 30 32 28 30 31 28 30 31 28 29 31 26 29 30 27 29 30 27 28 30 26 28 29 26 27 28 25 27 28 25 27 28 26 27 29 26 28 29 27 28 30 27 29 30 OVER - HANG (FT) 1 18',8" B - 23 32 33 35 8' -7" 7-11" 7' -T 27 27 35 37 38 34 36 ¢n I I 21,8" . B I I 33 35 36 I I 18-0 I B I 23 I 31 I 33 35 (0.105 ") 12 Ga 3'x8" Steel -C LIVE LOAD (PSF) Attached Structure TRIO WIDTH (Fr) i i MAX POST SPACING ON SLAB (FT) POST REQ'D FOR SLAB MAX POST SPACING (FT) 100 MPH EXPOSURE B 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 8 -11" T -11" 7 -1" 6' -5" 5' -11" 5' -5" 5' -I' 4' -9" 4' -5" 3 -11" 3' -5 3' -2" 2' -11" FOOTE SIZE "4- (n) 100 MPH EXPOSURE C 4 4.5 5 5.5 6 6.5 7 7.5 8 B 10 8' -11" 7 -11" 6' -5' 5' -11' 5' -5" 5,_1" 4' -9" 4' -5" 3' -11" 3' -5 3' 2" 2' -11" 2 -8" 20 -10" 19' -1" 18' -5" 17' 0" 16 -5" 15' -9" 15' -2" 14' -B" 14' -3" 12' -9" 12' -1" 1' -0" 10' -7" 22 22 22 22 23 23 23 23 24 24. 24 25 MAX POST LENGTH 12' I 15' I 18' CONSTRAINED FOOTER "4" "d" "d" (in) (in) (in) 30 29 29 28 28 28 27 27 27 26 26 26 25 25 31 31 30 30 30 29 29 29 29 28 27 27 27 27 31 30 30 30 29 29 28 28 28 MAX POST SPACING (FT) 15' -5" 14' -T 3' -10" 13' -2" 12 -7" 11' -5" 11' -0" 10' -7" 9' -T 9, -1" 8, -2" T -8" 7 -5" (0.075 ") 14 Ga 3"x8" Steel C Attached (Freestanding or Structure Multispan Units MIN FOOT( POST SIZE TYPE "d" (n) 19 20 20 20 20 20 21 21 21 21 21 22 22 MAX POST LENGTH 12' I 15' I 18' CONSTRAINED FOOTER On) On) I On) 28 27 27 26 26 26 25 25 25 25 24 24 24 24 MAX POST SPACIN (FT) (0.060 ") 16 Ga 3 "x8" Steel C Attached Structure MIN POST TYPE FOOTE SIZE "d" (in) Freestanding or Multispan Units MAX POST LENGTH 12' I 15' I 18' CONSTRAINED FOOTER (n) (in) (in) 29 29 28 28 28 27 27 27 26 26 26 25 25 26 31 30 30 29 29 28 28 28 28 27 27 26 26 27 110 MPH EXPOSURE 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 B' 4' 4.5' S N/A N/A N/A N/A N/A N/A N/A N/A 8' -11" T -11° r -1" 6' -5" 5'-11" 5' -5" 5,_7" 4' -5" 3' -11' 3'-6" 3, -2" 2 -11" 4.5' 5' 5.5' 5.75' N/A N/A N/A N/A WA WA WA i 20' -10 19' -1" 18' -5" 17' -0' 16' -5" 15' -9" 15 -7 14' -8" 14' -3" 12' -9" 12' -1" 11' -6" 11' -0" 10' -7" 20' -10 19' -1" 18 -5" 17'-0" 16' -5" 15' -9" 15 =2" 14' -8' 14 -3" 12' -9" 17 -1' 11-6" 11'-0" C D D 0 D D D 0 0 0 E E E 22 22 23 23 23 24 24 24 24 25 25 25 26 26 22 22 23 23 23 24 24 24 24 25 25 25 26 31 30 30 29 29 29 29 28 28 27 27 27 26 26. 30 30 29 29 29 29 28 28 27 27 27 26 33 32 31 31 31 30 30 30 29 29 2B 28 28 33 32 32 31 31 31 30 30 30 2.9 29 28 28 34 33 33 33 32 32 32 31 31 30 30 30 29 29 34 33 33 33 32 32 32 31 31 30 30 30 29 20 -10" 15' -7" 14-0" 13' -0" 13' -0" 12' -5" 7- 11' -10 10 -2" 10' -7" 9' 5" 9._0" 8,_7" 7' 3" 15'-5" 14' -7" 13' -10" 13' -2" 17 -7 11' -5" 11 -0 " 10' -T 10' -3" 9' -T 9. 1" 8 -2" T -9" C C C C C C C C D D D 0 D D C C C C C C C C C D 0 0 0 22 21 21 21 22 22 22 22 22 23 23 23 23 24 20 20 21 21 21 21 21 22 22 22 23 23 31 29 28 28 28 27 27 26 26 26 26 25 25 25 29 28 28 28 27 27 26 26 26 26 25 25 25 TABLE 6.7 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 10' 11' 17 13' 14' 15' 16 5' 5.5' 6 6.5' 5.5' 6' 6.5 T 6' 6.5' T 7.5' 6.25' 6.75' 7.25' 7.75 N/A 7' 7.5 8' WA N/A N/A 8.25' N/A N/A N/A NIA WA N/A WA WA N/A N/A WA WA N/A N/A N/A NIA N/A WA N/A N/A 7 7.5' 8' 8' 8.5' 8.5' 9' 8.75' 9.25' 9' 9.5' 925' 9.75' 9.5' 10' N/A 10.25' N/A N/A N/A N/A WA WA 7.5' 8' 8.25' 8.5' 8.75' 9' N/A N/A N/A N/A 17' 32 30 30 30 29 29 28 28 28 27 27 27 26 27 30 30 30 29 29 28 28 28 27 27 27 28 26 34 32 31 31 31 30 30 29 29 29 28 28 28 28 32 31 31 31 30 29 29 29 29 28 28 27 28 18' 19' 20' 21' 22' 8.5' 9' 9.5' 10' 10.5' 11' 9' 9.5' 10 10.5' 11' 11.5' 9 -5' 10 10.5' 11' 11.5' 12' 9.75' 1025' 10,75' 11.25' 11.75' 12.25' 10' 10.5' 11' 11.5' 12' 12.5' 10.25' 10.75' 11.25' 11.75' 1225' 1275' 10.5 11' 11.5' 17 12.5' 13' 10.75' 11.25 11.75' 12.25' 12.75' 1325' WA 11.5 12' 12.5' 13' 115' N/A N/A N/A N/A 13.5' 14' N/A N/A N/A N/A N/A 1l 13' -0° 12' -2" 11' -5 10' -3' 9, -g" 9'-4" 8' -11" 8' -6" 8, -2" 7' -T 7_I" 6' -6" 6' -3" 5' -8" 15' -5' 14' -7' 13' -10 13' 2" 12' -7" 11' -5" 11' -0" 10' 7" 10' -3" 9. -7" 9, -1" T -5 13-0' 12' -2" 11' -5" 10' -3" 9,_9" 9'-4" 8_11" 8' -6" 8 -2" 7' -7" 1" 6 -8° 6 -3" 11.5' 17 12.5' 12.75' 13' 1225' 135' 13.75' 14' 14.5' C C C C C C C C C D 0 0 0 D 18 18 16 18 19 19 19 19 20 20 20 20 20 20 20 21 21 21 21 21 22 22 22 23 23 23 23 19 19 19 19 20 20 20 20 20 21 21 21 21 26 26 26 25 25 24 24 24 24 28 27 27 26 26 26 25 25 25 25 24 24 24 24 28 27 27 26 26 25 25 25 25 24 24 24 2B 27 27 26 26 26 25 25 25 24 24 25 25 26 28 28 27 27 27 26 26 26 25 28 29 29 28 28 28 27 27 27 26 26 26 25 25 26 29 29 28 27 27 27 26 26 26 25 25 31 30 30 29 29 28 28 28 28 27 27 26 26 27 30 30 29 29 28 28 28 27 27 27 26 27 X28 '.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING FASCIA IN HIGH WIND AREAS 100 MPH EXPOSURE B 10 6.5" RF Fascia 17 -0" 151.1" 13 -7" 12'-4" 11'-4" 10' -5" 9' -8" 9' -1" 8' -6" 7-6" 6-9" 6' -7 5' -8" 5' -7 4' -10" 4' -6' 4' -3" 4' -0" A A A A A A A A A A A A A A A A A A Attached Freestanding or 20 21 21 22 22 23 23 23 24 24 25 26 26 26 27 27 28 28 20 21 21 22 22 23 23 23 24 24 25 26 26 26 - 27 27 28 28 Structure Multispan Units LIVE TRIB MAX POST MAX A 22 MAX POST LENGTH LOAD WIDTH POST REO'D POST MIN FOOTER 8' 10 12 (PSF) (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER 23 23 ON SLAB SLAB (FT) TYPE "d` "d° I "8" "6" A 23 (FT) 23 7 (in) On) (in) (in) I 100 MPH EXPOSURE B 10 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 15 16 17 17 -0" 151.1" 13 -7" 12'-4" 11'-4" 10' -5" 9' -8" 9' -1" 8' -6" 7-6" 6-9" 6' -7 5' -8" 5' -7 4' -10" 4' -6' 4' -3" 4' -0" A A A A A A A A A A A A A A A A A A 11'-4` 1112" 11, -0" 10 -9" 1(7-7" 10'-4" 10' -2" 9' -11" 9' -9" 9' -5" 9 -1" 8' -9" 8' -6" 8' -2" 8' -0" T -9" T -6" 7-4" A A A A A A B B 8 B B B B B B B C C 20 21 21 22 22 23 23 23 24 24 25 26 26 26 27 27 28 28 20 21 21 22 22 23 23 23 24 24 25 26 26 26 - 27 27 28 28 20 21 21 22 22 23 23 23 24 .24 25 26 26 28 27 27 28 28 20 21 21 22 22 23 23 23 24 24 25 26 26 26 27 27 28 28 100 MPH EXPOSURE C 10 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 . 12 13 14 15 • 16 17 17'-0" 15' -1" 13' -T 12'-4" 11'-4" 10 -5" 9' -8" 9 -1" 6' -6" 7' -6" 6 -9" 6' -2" 5' -8' 5' -2" 4' -10" 4' -6" 4' -3" 4'-0" A A A A A A - A A A A A A A A A A A A 10' -0" 9 -10" 9-8" 9' -6" 9-4" 9 -7 9 -0" 6-10" 8'-8" 8' -5" 8' -1" 7 -10" T -T T -5" T -7 7' -0" 6 -17 6-8" A A • A A A A A A B B B B B B B B B ' B 20 21 21 22 23 23 23 24 24 25 26 26 27 27 27 28 28 ZB 20 21 21 - 22 23 23 23 24 24 25 26 26 27 27 27 28 28 28 20 21 21 22 23 23 23 24 24 25 26 26 27 27 27 28 28 28 20 21 21 22 23 23 23 24 24 25 26 26 27 27 27 28 28 28 110 MPH EXPOSURE B 10 4 4.5 17' -0" 15' -1" A A . 10'-4" 10' -2" A A 20 21 ' 20 - 21 20 21 m N N N N 6 ' ONi (T A A A N N N N O MAX POST LENGTH 5 13, -T A 10-0" A 22 22 22 (F1) 5.5 12'-4" A 9 -10" A 22 22 22 23 6 1V-4" A, 9 -7" A 23 23 23 A 6:5 ' 10' -5` A 9 -5" A 23 23 23 7 9'=8" - A ' 9' -3 ". A 24 24 24 26 7.5 9' -1" - A 9' -1". B 24 24 • 24 27 8 8' -6" A 8' -11 ` B 24 24 24 27 9 7' -6" A 8' -T B 25 25 25 B 10 6 -9" A 8' -3" B 26 26 26 11 6 -2" A 8' -0" B 26 26 26 12 5' -8" A 7 -9" B 27 27 27 13 6 -7 A 7-6" B 27 27 27 14 4' -10" A T-4" B 28 28 28 15 4'-6" A 7 -1" B 28 28 28 16 4' -3" A 6 -11" B 28 28 28 17 4'-0" A 6 -9" B 29 29 29 110 MPH EXPOSURE C ] 4 17-0" A 9 -1" A 5.5" Extruded Fascia A Attached Freestanding or 20 Structure Multispan Units MAX 21 21 MAX POST LENGTH POST MIN FOOTER 8' 10' I 17 SPACING POST SIZE CONSTRAINED FOOTER (F1) TYPE "8' "d^ I "d" "d" 23 23 (in) (in) (in) (in) I 11, -5" 11' -3" 11, -1" 10, -10" 10, -B" 10, -5" 10-3" 10, -0" 9, -10" 8' -10" 8' -6" T -10" 7' -7" 7, -5" A A A A A A B B B B B B 8 B B C C 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 27 28 28 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 27 28 28 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 27 28 28 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 27 28 28 10' -1" A 20 I N N IV N g N N N N N N ry N N N N N NI 20 20 9'-11" A 21 21 21 9' -9" A 22 22 22 9,7" A 22 22 22 9'-5" A - 23 23 23 9' -3" A 23 23 23 9-1" A 24 24 24 6-11" A 24 24 24 24 24 24 B 25 25 25 8'-2" B 26 26 26 7' -11" B 26 26 26 7 -8" B 27 27 27 T -5 ". B 27 27 27 T -3" B 27 27 27 7-1" B 28 28 28 6.10" B 28 28 28 6-8" B 29 29 29 10' -5" 10' -3" 10' -1: 9 -11" 9' -8" 9'-8" 9'-4" 9.7 9, -0" 8'-4" 7' -10" 7' -T T -2" 6' -10" A A A A A B B B B B B B B B B B 20 21 22 22 23 23 24 24 24 25 26 26 27 27 28 - 28 28 20 21 22 22 23 23 24 24 24 25 26 26 27 27 28 28 28 29 20 21 22 22 23 23 24 24 24 25 26 26 27 27 28 28 28 20 21 22 22 23 23 24 24 24 25 26 26 27 27 28 28 28 29 Alaskan Fascia Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE .d„ On) MAX POST LENGTH 8' I 10' I 12' CONSTRAINED FOOTER "d" "d' "d' (in) (in) I On) 13' -5" 13' -2" 13'-0` 17 -9" 12' -5" 17 -1" 11' -10" 11'-6" 11' -3" 10' -10" 10' -6" 10' -7 9'-10" 9' -7" 9._3" A A A B B B B B B B B B C C C C C 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 29 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 29 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 29 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 29 11' -10" 11' -8" 11' -5" 11' -3" • 11' -1" 10' -10" 10' -8" 10'-6" 10' -3" 9' -11" 9' -6` 9' -7 8' -11" 8 -7" 8'-4" 7' -11° T -8" - A A A B B B B B 8 B B B C C C C 21 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 21 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 21 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 21 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 12' -2". 17 -0" 11' -10" 11' -7" 11'-4" 11-7 10' -11' 10 -9" 10-8" 10' -7 9,-5" 9' -7 8' -11" A B B B B B B B B B B C C 21 22 23 24 24 25 25 25 26 26 27 28 28 29 29 30 30' 30 21 22 23 24 24 25 25 25 26 26 27 28 28 29 29 30 30 30 21 22 23 24 24 25 25 25 26 26 27 28 28 29 29 30 30 30 21 22 23 24 24 25 25 25 26 26 27 28 28 29 29 30 30 30 21 'I 21 21 21 I 10 -9" I A I 22 I 22 I 22 1 22 LIVE LOAD (PSF) 20 20 TRIB WIDTH (FT) MAX POST SPACING ON SLAB (FT) POST REO'D FOR SLAB 100 MPH EXPOSURE B 4 4.5 5 5.5 6 6.5 7 7.5 9 10 11 12 13 8' -11" 7 -11" 7 -1" 5' -11" 6 -1" 3' -11" 3' -6" 3' -7 2' -11" A A A A A A A A A A A A A A 100 MPH EXPOSURE C 4 4.5 5 5.5 6 6.5 7 7.5 8 10 11 12 13 8' -11" T -11" 7 -1" 5' -11" 3' -11" 3' -6" 7 -11" 10' -9" 10'-4" 9' -11" 7 -4" 9-0" 8'-4" 7 -7' T -3" 6' -11" 6 -7" 6 -4" B B B B B B 8 C C C C C C C 20 20 21, 21 21 22 22 22 22 23 23 24 24 24 20 20 21 21 21 22 22 22 22 23 23 24 24 24 20 20 21 21 21 22 22 22 22 23 23 24 24 24 20 20 21 21 21 22 22 22 22 23 23 24 24 24 10' -9" 10' -4" 10' -0" B B B B B C C C C C C C C 20 20 21 21 21 22 22 22 22 23 23 24 24 24 20 20 21 21 21 22 22 22 22 23 23 24 24 24 20 20 21 21 21 22 22 22 22 23 23 24 24 24 20 20 21 21 21 22 22 22 22 -23 23 24 24 24 11' -3" 10 -10" 10• -6" 10' -2" 9' -10" 9-7" 9' -5" 9' -2" 8'-2" 7 -9" T -r B B B B B C C C C C C D D D 20 20 21 21 22 22 23 23 23 24 24 25 25 20 20 21 21 22 22 23 23 23 24 24 25 25 25 20 20 21 21 22 22 23 23 23 24 24 25 25 25 20 20 21 21 22 22 23 23 23 24 24 25 25 25 A A A A A A A A A A A A A A 110 MPH EXPOSURE B 10, -0" 9 -0" 8' -0" 7 -T 7,3- 6-11" 6 -7" 6 -4` B B B B B B B C C C C C C C 20 21 21 22 23 23 23 23 24 24 25 25 25 26 20 21 21 22 23 23 23 23 24 24 25 25 25 26 20 21 21 22 23 23 23 23 24 24 25 25 25 26 20 21 21 22 23 23 23 23 24 24 25 25 25 26 10' -0" 9 -0" 9' -1" 9' -11" 8' -9" 8, -7" 8, 5" 7, -1" 7. -9" 7' -5" 6 -2" 6• -8" B B B B B C C C C C C C C 20 21 22 22 23 23 23 23 24 24 25 25 25 26 20 21 22 22 23 23 23 23 24 24 25 25 25 26 20 21 22 22 23 23 23 23 24 24 25 25 25 26 20 21 22 22 23 23 23 23 24 24 25 25 25 11' -3" 10' -1 0" 10' -6" 10' -2" 9' -10" 9' -0 8' -7 7 -2" B B B B B C C C C C C D D 21 22 22 23 23 23 24 24 24 25 26 26 26 27 21 22 22 23 23 23 24 24 24 25 26 26 26 27 21 22 22 23 23 23 24 24 24 25 26 26 26 27 21 22 22 23 23 23 24 24 24 25 26 26 26 27 20 6.5" RF Fascia 5.5" Extruded Fascia Alaskan Fascia 10 -4" 10' -2" 9' -11" 9-8" 9-4" 9' -0" 8' -8" 8'-4" 8' -1" 7 -7- 7 -3" 6.11" 6' -7- - Attached Structure Freestanding or Multispan Units 20 21 22 22 23 23 23 23 24 24 25 25 25 Attached Structure Freestanding or Multispan Units 10' -5" 10' -3" 10' -0" 9' -8" 9' -5" 9' -1" 8' -9" 8' -5" 8' -2" 7-8" 7-4` 7' -0" 6'8" Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d' (in) MAX POST LENGTH 8' I 10' 12' CONSTRAINED FOOTER "d" I "d' "d" (in) n) On) On) • MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" (in) MAX POST LENGTH 8' I 10 I 12 CONSTRAINED FOOTER "d" "d" "d" (in) I On) I d' On) MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" (in) MAX POST LENGTH 8' I 10' I 12' CONSTRAINED FOOTER ^d" "d" "d" On) I On) I (in) - 8' -11" 7 -11" 7 -1" 5' -11" 6 -1" 3' -11" 3' -6" 3' -7 2' -11" A A A A A A A A A A A A A A 100 MPH EXPOSURE C 4 4.5 5 5.5 6 6.5 7 7.5 8 10 11 12 13 8' -11" T -11" 7 -1" 5' -11" 3' -11" 3' -6" 7 -11" 10' -9" 10'-4" 9' -11" 7 -4" 9-0" 8'-4" 7 -7' T -3" 6' -11" 6 -7" 6 -4" B B B B B B 8 C C C C C C C 20 20 21, 21 21 22 22 22 22 23 23 24 24 24 20 20 21 21 21 22 22 22 22 23 23 24 24 24 20 20 21 21 21 22 22 22 22 23 23 24 24 24 20 20 21 21 21 22 22 22 22 23 23 24 24 24 10' -9" 10' -4" 10' -0" B B B B B C C C C C C C C 20 20 21 21 21 22 22 22 22 23 23 24 24 24 20 20 21 21 21 22 22 22 22 23 23 24 24 24 20 20 21 21 21 22 22 22 22 23 23 24 24 24 20 20 21 21 21 22 22 22 22 -23 23 24 24 24 11' -3" 10 -10" 10• -6" 10' -2" 9' -10" 9-7" 9' -5" 9' -2" 8'-2" 7 -9" T -r B B B B B C C C C C C D D D 20 20 21 21 22 22 23 23 23 24 24 25 25 20 20 21 21 22 22 23 23 23 24 24 25 25 25 20 20 21 21 22 22 23 23 23 24 24 25 25 25 20 20 21 21 22 22 23 23 23 24 24 25 25 25 A A A A A A A A A A A A A A 110 MPH EXPOSURE B 10, -0" 9 -0" 8' -0" 7 -T 7,3- 6-11" 6 -7" 6 -4` B B B B B B B C C C C C C C 20 21 21 22 23 23 23 23 24 24 25 25 25 26 20 21 21 22 23 23 23 23 24 24 25 25 25 26 20 21 21 22 23 23 23 23 24 24 25 25 25 26 20 21 21 22 23 23 23 23 24 24 25 25 25 26 10' -0" 9 -0" 9' -1" 9' -11" 8' -9" 8, -7" 8, 5" 7, -1" 7. -9" 7' -5" 6 -2" 6• -8" B B B B B C C C C C C C C 20 21 22 22 23 23 23 23 24 24 25 25 25 26 20 21 22 22 23 23 23 23 24 24 25 25 25 26 20 21 22 22 23 23 23 23 24 24 25 25 25 26 20 21 22 22 23 23 23 23 24 24 25 25 25 11' -3" 10' -1 0" 10' -6" 10' -2" 9' -10" 9' -0 8' -7 7 -2" B B B B B C C C C C C D D 21 22 22 23 23 23 24 24 24 25 26 26 26 27 21 22 22 23 23 23 24 24 24 25 26 26 26 27 21 22 22 23 23 23 24 24 24 25 26 26 26 27 21 22 22 23 23 23 24 24 24 25 26 26 26 27 20 4 4.5 - 5 5.5 6 6.5 7 7.5 - 8 9 10 11 12 8' -11" 7 -11" 7' -1" 6' -5" 5' -11" 5' -5" 5' -1" 4' -9" 4' -5" 3' -11" 3' -6" 3' -2" 2' -11" A A A A A A A A A A A A A 10 -4" 10' -2" 9' -11" 9-8" 9-4" 9' -0" 8' -8" 8'-4" 8' -1" 7 -7- 7 -3" 6.11" 6' -7- - B B B B B B B C C C C C C 20 21 22 22 23 23 23 23 24 24 25 25 25 20 21 22 22 23 23 23 23 24 24 25 25 25 20 21 22 22 23 23 23 23 24 24 25 25 25 20 21 22 22 23 23 23 23 24 24 25 25 25 10' -5" 10' -3" 10' -0" 9' -8" 9' -5" 9' -1" 8' -9" 8' -5" 8' -2" 7-8" 7-4` 7' -0" 6'8" 6 B B B B B C C C C C C C 20 21 22 22 23 23 23 23 24 24 25 25 25 20 21 22 22 23 23 23 23 24 24 25 '25 25 20 21 22 22 23 23 23 23 24 24 25 25 25 20 21 22 22 23 23 23 23 24 24 25 25 Z5 11' -3" 10' -10" 10' -6 10' -7 9 -10' 9' -7' 9-5" 9 -2" 9'-0" 8' -T 8' -2" 7 -9' -'.r 7' -5" B B B B B C C C C C C ` 'd D 21 22 22 23 23 23 24 24 24 25. 26 26 26 21 22 22 23 23 23 24 24 24 25 26 26 26 21 22 22 23 23 23 24 24 24 25 26 26 26i 21 22 22 23 23 23 24 24 24 25 26 26 _ 26. HANG (FT) 0 I' 2' 2.5' 3' 3.5' 4' 5 6 TABLE Z2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES . PROJECTION OF SINGLE SPAN STUCTURES (FT) 8' 9' 10' 11' 17 13' 14' 15' 16' 17' 18' 19" 20- 21' 22' 23'. 4' 4.5' 5' 5.5' 6 6.5' T 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 4.5' 5' 5.5' 6 6.5' T 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 5' ' 5.5' 6' 6.6 T 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' N/A 5.75' 6.25' 6.75 7.25' 7.75' 8.25' 8.75' 925' - 9.75' 10.25' 10.75' 11.25' 11.75' 12.25' 12.75' WA N/A N/A T 7.5' 8' 8.5' - 9' 9.5' 10' 10.5' 11' 115' 17 125' 13' N/A N/A N/A N/A N/A 8.25' 8.75' 9.25' 9,75' 10.25' 10.75' 11.25' 11.75' 12.25' 12.76 13.25' N/A N/A N/A N/A N/A N/A 9' 9.5' - 10' 10.5' 11' 11.5' 17 12.5' 13' 13.5' N/A N/A N/A N/A N/A N/A N/A N/A 10.25' 10.75' 11.25' 11.75' 1225' 1275' 1325' 13.75' N/A N/A N/A N/A N/A N/A WA N/A N/A N/A 11.5' 17 12.5' 13' 13.5 14' N/A N/A N/A N/A N/A N/A N/A N/A N/A WA N/A N/A WA 13.5' - 14' 14.5' N/A N/A N/A N/A N/A N/A N/A Na rote Aoe ...■ .... .... .... . _. OST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING 120 MPH EXPOSURE B 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 1T -0" 15-1" 13' -7" 17-4" 11'-4" 10' -5" 9 -1" 8' -6" T -6" 6 -2" 4' -10" A A A A A A A A A A A A A A A 9• -5" 9-4" 9 -2" 9.0° 8' -10" 8'-8" 8'4" 6' -2" T -10' T -7" 7-4" T -1" 6 -11' A A A A A A A A B B B B B B 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 21 22 22 23 23 24 24 25 25 26 26 27 27 28 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 5.5" Extruded 6.5" RF Fascia Attached Structure Attached . Structure Freestanding or Multispan Units TRIB MAX POST MAX POST MIN MAX POST LENGTH- . WIDTH POST REQ'D POST MIN FOOTER 8' 10' 12' (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER (m) ON SLAB SLAB (FT) TYPE "d" "d" "d" "d" 8' -7" (FT) 23 23 23 (in) (in) (in) (in) 5.5 12'-4" A 8' -B" A 23 23 23 23' 6 11'-4" A 8'-6" A 23 23 23 23 6.5 10' -5' A 8'-4" A 24 24 24 24 7 9' -8" A 8' -2" A 24 24 24 24 7.5 9' -1" A 8' -0" A 25 25 25 25 8 8' -6" A T -11" A 25 25 25 25 9 T-6" A 7 -7" B 26 26 26 26 10 6-9" A T-4" B 26 26 26 26 11 6' -2" A 7 -1" B 27 27 27 27 12 5' -8" A 6 -11" B 27 27 27 27 13 5 -2" A 6 -8" B 28 28 28 28 14 4' -10" A 6 -6" B 28 28 28 28 15 4' -6" A 6-4" 8 29 29 29 29 16 4' -3" A 6 -2" B 29 29 29 29 17 4' -0" A 6 -0" i B 29 29 29 29 120 MPH EXPOSURE B 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 1T -0" 15-1" 13' -7" 17-4" 11'-4" 10' -5" 9 -1" 8' -6" T -6" 6 -2" 4' -10" A A A A A A A A A A A A A A A 9• -5" 9-4" 9 -2" 9.0° 8' -10" 8'-8" 8'4" 6' -2" T -10' T -7" 7-4" T -1" 6 -11' A A A A A A A A B B B B B B 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 21 22 22 23 23 24 24 25 25 26 26 27 27 28 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 5.5" Extruded Fascia Attached Structure Attached Structure Freestanding or Multispan Units . MAX Freestanding or Multispan Units MAX POST LENGTH MAX POST LENGTH POST MIN FOOTER 8' 10' 12 SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d" "d" "d" "d" 6 (in) (in) (m) (in) (n) 8' -9" A 23 23 23 23 8' -7" A 23 23 23 23 8' -5' A 24 24 24 24 8' -3' A 24 24 24 24 8' -1" A 25 25 25 25 8' -0" A 25 25 25 25 7' -B" B 26 26 26 26 7' -5" B 26 26 26 26 7' -2" B 27 27 27 27 7'-0" B 27 27 27 27 6'-9" B 28 28 28 28 6 -7" B 28 28 28 28 6 -5" B 29 29 29 29 6 -3" B 29t 29 29 29 6 -1" 6 30 30 30 30 10' -s" 10' -3" 10 -1' 9' -11" 9 -B" 9'-4" 9' -2" 9 -0" 8' -8" 8. -4" 8. -1" 7' -10" 7' -4• A A A A A A A B B B B B B B B 22 22 23 24 24 25 25 26 26 27 27 28 28 29 29, 22 22 23 24 24 25 25 26 26 27 27 28 28 29 23 24 24 25 25 26 26 27 27 28 28 29 29 22 22 23 24 24 25 25 26 26 27 27 28 28 29 29 Alaskan Fascia 6.5" RF Fascia Attached Structure Freestanding or Multispan Units MAX Attached Structure Freestanding or Multispan Units MAX POST LENGTH POST MIN FOOTER 8' 10 17 SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE :d' "d" "d" "d" 6 (in) (in) (n) (in) 10' -3" A 24 24 24 24 10' -1" A 25 25 25 25 9 -10" A 25 25 25 25 (FT) A 26 26 26 26 9' -6" B 26 26 26 26 9 -4" B 26 26 26 26 9' -0" B 27 27 27 27 8' -8' B 28 28 28 28 8' -5" B 28 28 28 28 8' -2" B 29 29 29 29 T -11' B 29 29 29 29 (in) B 30 30 30 30 7' -6" B 30 30 30 30 T -4" C 31 31 31 31 7' -2' C 31 31 31 31 11' -2" 11' -0" 10 -10" 10' -T 10' -5" 10-3" 10' -0" 9' -10' 9• -8" 9 -3" 9-0" 8' -5" 8' -2" 7 -11" A A A A A A 8 B B B B B 22 23 24 24 25 25 28 26 27 27 28 28 29 30 30 22 23 24 24 25 25 26 26 27 27 28 28 29 30 30 22 23 24 24 25 25 26 26 27 27 28 28 29 30 30 22 23 24 24 25 25 26 26 27 27 28 28 29 30 30 130 MPH EXPOSURE B . 4 4.5 5 5.5 6 6:5 7 7.5 8 9 10 11 12 13 14 1T -0" 15' -1" 13' -7" . 12'4" 11,4" 10-5" 9'-8" T-6" 6,9" 6 -2" 5'8" 5 -2" 4' -10' A A A A A A A A A A 8' -r 8' -2" 8'-0" T -10" T -B" T-6" T -3" T-0" 6' -9" 6 -r 6'-4" 6 -2• A A A A A A A A A A B 8 B 21 22 23 24 24 25 25 25 26 26 27 28 28 29 29 21 22 23 24 24 25 25 25 26 26 27 28 28 29 29 21 22 23 24 24 25 25 25 26 28 27 28 28 29 29 21 22 23 24 24 25 25 25 26 28 27 28 28 29 29 8' -9" 8' -8" 8'-6" 8,2' 7 -11" T -9" T -7" 7-4" r -r 6 -10" 6' -7" 6' -5' 6' -3" A A A A A A A A A A B B 22 22 23 24 24 25 25 25 26 27 27 28 2a 29 22 22 23 24 24 25 25 25 26 27 27 28 28 29 22 22 23 24 24 25 25 25 26 27 27 28 28 29 29 22 22 23 24 24 25 25 25 26 27 27 28 2a 29 29 9ENERAL INSTRUCT ONS FOR THESE TABLES ; HOOSE FREESTANDING OR ATTACHED STRUCTURE ;NOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT )ETERMINE WIND AND SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) :NOOSE A PANEL FROM TABLES 1.1 TO 1.4 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. IETERMINE TRIBUTARY WIDTH FROM TABLE 7.2, 7.7 OR 7.12 ALCULATE FROM TRIBUTARY DIAGRAM ON PAGE SCO2 -2003 HOOSE A HEADER FROM TABLES 7.1, 7.6 OR 7.11 THAT HAS ADEQUATE POST SPACING. 10'-4" 10' -2" 10' -0" 6 -10" 9•-7" 9 -3' 8' -11" 8• -r B'-0" T-9" 7' -6" T-4" A 'A A A A A A B B B B B 8 B B 23 24 24 25 25 26 26 27 27 28 29 29 30 30 31 23 24 24 25 25 26 26 27 27 28 29 29 30 30 31 23 24 24 25 25 26 26 27; 27 28 29 29 30 30 31 23 24 24 25 25 26 26 27 27 28 29 29 30 30 31 0 20 6.5" RF Fascia 5.5" Extruded Fascia Alaskan Fascia 8' -4" 8' -2" 8• -1" T -11" Attached Structure Freestanding or Multispan Units 21 22 23 23 Attached Structure Freestanding or Multispan Units 8' -5" 6' -3" 8' -2" 8' -0" Attached Structure Freestanding or Multispan Units LNE TRIB MAX POST MAX 23 23 24 25 23 23 24 25 MAX POST LENGTH MAX 6 MAX {COST LENGTH MAX 7' -9" B _ MAX POST LENGTH LOAD WIDTH POST REQ'D POST MIN FOOTER 8' I 10 12' POST MIN FOOTER 8' I 1U I 17 POST MIN FOOTER 8' 10' 17 (PSF) (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SCE CONSTRAINED FOOTER B 26 ON SLAB SLAB (FT) TYPE 'd" "d" "d" 'd" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 8' -11" C (FT) _ 26 26 (in) (in) (in) (In) T-4" B (in) (in) - (in) (in) T -5" B (in) (in) (in) 6n) 110 MPH EXPOSURE C TABLE 7.1 20 4 8' -11" A 9' -1" B 21 IV VONINNN W N 21 21 9' -2" B 21 21 21 21 10' -9" B 22 22 22 22 8' -7" 4.5 7' -11" A 8' -11" B 22 22 22 9'-0" B 20 20 20 20 10' -7" 8 21 21 21 21 27 5 T -1" A 8' -10" B 22 22 22 8' -11" B 21 21 21 21 10' -5" B 22 22 22 22 27 5.5 6• -5' A 8' -8" B 23 23 23 8' -9" B 21 21 21 21 10' -2" B 23 23 23 23 28 6 5' -11" A 8' -6" B 23 23 23 8' -7" B 22 22 22 22 9' -10" 8 23 23 23 23 6.5 5• -5" A 8'-4" B 24 24 24 8' -5" B 22 22 22 22 9' -7" C 23 23 23 23 7 5' -1" A 8' -2' B 24 24 24 8' -3" B 23 23 23 23 9' -5' C - 24 24 24 24 7.5 4' -9" A 8' -0" B 25 25 25 8' -1" B 23 23 23 23 9' -2" C 24 24 24 24 B 4' -5" A T -11" C 25 25 25 8' -0" C 24 24 24 24 9' -0" C 24 24 24 24 9 3' -11" A T -r C 26 26 26 7' -8" C 24 24 24 24 8' -7" C 25 25 25 25 10 3'-6" A 7' -3" C 26 26 26 7'-4 "- C 25 25 25 25 8' -2" C 26 26 26 26 11 3' -2" A 6 -11" C 27 27 27 7' -0" C 25 25 25 25 7' -9" D 26 26 26 26 12 7 -11" A 6 -7" C 27 27 27 6 -8" - C 25 25 25 25 7' -5" D 26 26 26 26 . 0 20 4 4.5 5 5.5 8' -11" 7' -11" T -1" 6 -5" A A A A 8' -4" 8' -2" 8• -1" T -11" A B B B 21 22 23 23 21 22 23 23 21 22 23 23 21 22 23 23 8' -5" 6' -3" 8' -2" 8' -0" A B B B 21 22 23 24 21 22 23 24 21 ' 22 23 24 21 22 23 24 9 -10" 9' -8" 9' -7" 9' -5" B B B B 23 23 24 25 23 23 24 25 23 23 24 25 23 23 24 25 6 5' -11" A 7' -9" B 24 24 24 24 T -10" B 24 24 24 24 9' -3" B 25 25 25 25 6.5 5' -5" A 7-8" B 24 24 24 24 7• -9" B 25 25 25 25 - 9' -1" B 26 26 26 26 7 5' -1" • A T-6" B 25 25 25 25. 7' -7" B 25 25 25 25 8' -11" C 26 26 26 26 7.5 4' -9" A T-4" B 25 25 25 25 T -5" B 25 25 25 25 8' -9" C 27 27 27 27 B 4• -5" A 7• -3" B 26 26 26 26 T-4" B 26 '26 26 26 8' -7" C 27 27 27 27 9 3' -11" A 7' -0" C 26 26 26 26 - T -1" C - 27 27 27 27 8' -3" C 28 28 28 , 28 10 3'-6" A 6' -' C 27 27 27 27 6 -10" C 27 27 27 27 8' -0" C 29 29 29 29 11 3' -2" A 6' -6" C 28 28 28 • 28 6 -7" C 28 28 28 28 7• -9" D 29 29 29 29 130 MPH EXPOSURE C 20 4 4.5 5 5.5 6 6.5 7 7.5 8' -11" 7•-11" . T -1" 6' -5" 5' -11" 5' -5" 5• -1" 4 =9" A . A A A A A A A T " T -7" 7• -5" T-4" 7• -2" 7'1" 6' -11" 6 -10" 6 -8" A A 0 B B B B B B 22 - 23 23 24 25 25 26 26 26 22 23 23 24 25 25 26 26 26 22 23 23 24 25 - 25 28 26 26 22 23 23 24 25 25 26 26 26 7' -9" T -8" 7• -6" T -5" T -3" T -1" 7' -0" 6 -10" 6 -9" A A B B B B . B B B 22 23 24 24 25 25 26 26 27 22 23 24 24 25 25 26 26 27 22 23 24 24 25 25 26 26 27 22 23 24 24 25 25 26 26 27 9' -1" 8' -11" 8' -10" 8' -8" 8' -6" 8'-4" 8' -2" 8' -0" 7' -11" lC 0 m m to m m mmm� 23 24 25 25 26 27 27 28 28 23 24 25 25 26 27 27 28 28 23 24 25 25 26 27 27 28 28 23 24 25 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 7.4, 7.9 OR 7.14. 9. FIND THE 0/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 10.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 7.1, 7.6 OR 7.11 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 CI 6R in C \I t f11AI 0 AAIn nn corm. nnMT TABLE 7.3 Post Requi ements for Attached Structures Post Description Max POST Height Twin 0.032 "x1.5 "x1.5" 8' A Clover 0A24"x3 "x3" Alum 12' A 0.024'Post with Sideplates 10' A Clover 0 040"x3 "x3" Alum 12' B Colonial 0.062" Extruded 12' 0.0415:3"x3" Steel Clover • 12' D 0.041 "x3'x3" Steel Clover 8' E 0.188"x3 "x3" Steel Square 15' F 0.188 "x4 "x4" Steel Square 18' Table 7.5 Post Substitutes Square Circular 0. 041 "x3'x3" 0.188 "x3 "Diameter 0.188 "x3" X3" 0.188 "x4 "Diameter 0.188'x4 "x4" 0.488 "x5 "Diameter 0.188 "x5 "x5" 0.188 "x6"Diameter TABLE 7.4 Post Requi ements for Freestanding Structures Post Description Max POST Height 0.041 "x3'X3" Steel Clover 8' E 0.188'x3 "x3 ".Steel Square 15' F 0.188 "x4"x4" Steel Square 18' G 0.188 "x5 "x5" Steel Square 18 H POST FOOTING - d_-- NON- CONSTRAINED �l I� I POST 35' SLAB v FOOTER 1 EXPIRP 02 -25 -- CONSTRAINED 2/15/2004 F -0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING FASCIA IN HIGH WIND AREAS 100 MPH EXPOSURE B 10 Newport Fascia Beam 17-0" 15' -1" 13' -7' A A A Attached Freestanding or 21 22 22 25 25 24 Structure Multispan Units LIVE TRIB MAX POST MAX B 23 MAX POST LENGTH LOAD WIDTH POST REO'D POST MIN FOOTER 8' I 10 I 17 (PSF) (El) SPACING FOR SPACING POST SEE CONSTRAINED FOOTER 12' -1" B ON SLAB SLAB (FT) TYPE "d' "4' "9' "d' I- 9' -8" A (FT) B 24 24 (in) _ (in) (in) On) 100 MPH EXPOSURE B 10 4 4.5 5 17-0" 15' -1" 13' -7' A A A 13' -6" 13' -3" 13' -0" A A A 21 22 22 25 25 24 26 26 26 27 27 27 MAX POST LENGTH 5.5 17-4" A 17 -8" B 23 24 26 27 TYPE 6 114" A 12' -5" B 23 24 25 27 10'-4' 6.5 10 -5" A 12' -1" B 24 24 25 27 23 7 9' -8" A 11' -9" B 24 24 25 26 24 7.5 9' -1" A 11' -2" B 24 24 25 26 9' -1" 8 6-6' A 10 -6" B 24 24 24 26 26 9 . T-6" A 7-4" B 24 24 24 25 26 10 6 -9" A 8' -5" B 24 24 24 24 7' -8' - 11 6 -2" A 7-8" B 24 24 24 24 27 12 5' -8" A 7' -0" B 24 24 24 24 28 13 5' -7 A 6 -6" B 24 24 24 24 29 14 4' -10" A 6 -0" B • 24 24 24 24 30 15 4'-6" A 5'-8' B 25 25 25 25 30 16 4' -3' A 6-3" B 25 • 25 25 25 C 17 4'-0" A 5'-0' 8 25 25 25 25 100 MPH EXPOSURE C 10 4 4.5 17-0' 15' -1" A A 11' -11" 11' -9' A A 21 22 25 25 26 26 28 27 MAX POST LENGTH 5 13' -7' A 11'-6' A 23 25 26 27 TYPE 5.5 17-4"- A 11' -3" A 23 25 26 27 10'-4' 6 11'4" A 11'-0" A 24 24 26 27 23 6.5 10' -5" A 10' -9" B 24 24 26 27 24 7 9' -8' - A 9' -5" A 24 24 25 26 9' -1" 7.5 9 -1" A 9' -3" B 24 24 25 26 26 8 8' -6" A 9' -0" B 25 25 25 26 26 9 7'-6' A 7 -9' B 24 24 24 25 7' -8' 10 6 -9' A T-6" - B 25 25 25 25 27 11 6 -7 A 6-6" B 24 24 24 24 28 12 5' -8" A 6 -3" B 25 25 25 25 29 13 5' -7 A 5' -5" B 24 24 24 24 30 14 4' -10" A 5' -3" B 25 25 25 25 30 15 4'-6" A 5' -1' B 25 25 25 25 C 16 4' -3" A 4' -5" B 24 24 24 24 9' -8" 17 4' -0" A 4'-4" B 25 25 __ 25 25 110 MPH EXPOSURE B 10 -4 4.5 6 5.5 6 6S 17-0' 15' -1" 13' -7" 17-4" 11'4" - 10' -5" A A A A A A 17-4" 17 -1" 11' -10" 11' -7" 11' -3" 11' -0" A A A A A B 22 22 23 23 24 24 25 25 25 25 25 24 27 26 26 26 26 26 28 26 - 27 27 27 27 MAX POST LENGTH 7 - 9-8" A 10 -9" B 25 25 26 27 TYPE 7.5 - 9' -1" A 6-5" B - 24 24 25 26 10'-4' 8 - 8'-6' A 9 -3" B 25 25. 25 26 23 9 7 -6" A 7 -11" B 24 24 24 25 24 10 - 6'-9" A T -7' B 25 25 25 25 9' -1" 11 6 -2' A 6 -7" B 25 25 25 25 26 12 5'-8" A 6-4" 8 25 25 25 25 26 13 5' -7 A 6 -2" B 25 25 25 25 7' -8' 14 4' -10' A 64" B 25 25 25 25 27 15 4'-6" A -5 -2" B 25 25 25 25 28 16 4' -3' A 5' -0" B 25 25 25 25 29 17 4'-0' A 4' -5 " B 25 25 25 25 110 MPH EXPOSURE C 4 17-0' A 10 -10' A 22 26 27 California Fascia A Attached Freestanding or 20 Structure Multispan Units MAX 21 21 MAX POST LENGTH POST MIN FOOTER 8' 19 12' SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d" "6' "d" °d" 22 10' -7" (in) On) (in) (in) 11' -4' A 20 20 20 21 11' -7 A 21 21 21 21 11' -0" A 21 21 21 21 10' -9' A 22 22 22 22 10' -7" A 22 22 22 22 10'-4' A 23 23 23 23 10' -2" B 23 23 23 23 9' -11" B 23 23 23 23 9 -9" B 24 24 24 24 9'-5" B 24 24 24 24 9' -1" B 25 25 25 25 8' -9" B 26 26 26 26 8' -6" B 26 26 26 26 8' -2" B 26 26 26 26 7' -11' 8 27 27 27 27 7' -8' B 27 27 27 27 7' -6' C 27 27 27 27 6-7 " B 28 28 28 28 10' -0" A 20 20 20 21 9' -10" A 21 21 21 . 21 9' -8" . A 21 21 21 21 9' -6" A 22 22 22 22 . 9' -4" A 23 23 23. 23 9 -2' A 23 23 23 23 9'-0' A 23. 73 23 23 8' -10' A 24 24 24 24 8' -8" B 24 24 24 24 8' -5" B 25 25 25 25 8' -1" B 26 26 26 26 7' -10" B 26 26 26 26 T -7' B 27 27 27 27 7' -5" B 27 27 27 27 T -2" B 27 27 27 27 6' -11" B 28 28 28 28 6' -9" 8 28 28 28 28 6-7 " B 28 28 28 28 Classic Fascia A Attached Freestanding or 22 Structure Muitispan Units MAX 23 23 MAX POST LENGTH POST MIN FOOTER 8' 10' 17 SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d" "d" I "d" - "d" 24 14' -3" On) On) (in) On) 15' -6" A 22 22 22 23 15' -3" B 23 23 23 23 15'-0' B 23 23 23 23 14' -8' B 24 24 24 24 14' -3" B 25 25 25 25 13' -11" B 25 25 25 25 13' -7" B 25 25 25 25 13' -3" B 26 26 26 26 13' -0" B 26 26 26 26 17 -6" B 27 27 27 27 17 -1" C 28 28 28 28 11' -8" C 28 28 28 28 11'-4" C 29 29 29 29 11' -1" C 29 29 29 29 10' -9" C 30 30 30 30 10' -7' C 30 30 30 30 10' -4" 0 31 31 31 31 10' -1" D 31 31 31 31 13' -8' 13' -5" A A 22 23 22 23 23 23 24 24 13' -3" A 24 24 24 24 13' -0" B 24 24 '24 24 17 -9" B 25 25 25 25 12' -6" B 26 26 26 26 12'-4" B 26 26 26 26 17 -1" B 26 26 26 26 11' -1D" B 27 27 27 27 11' -5" 8 26 28 28 28 11' -1" B 28 28 28 28 10' -8" C 29 29 29 29 10' -5" C 29 29 29 29 15' -1" C 30 30 30 30 9' -10" C 30 30 30 30 9' -6" C 31 31 31 31 9'-4" C 31 31 31 31 28 . C 32 32 32 32 10'-4" -2" A. A mm���� ��AV+tp;3NN NJ 20 21 20 21 21 21 - 14' -1" 13' -10" A A 23 23 23 23 23 •10' 23 24 24 10' -0" A - 22 . 22 22 , 13' -8' B 24 24 24 24 9'-10" A 22 • '22 22 13' -5" 9 25 25 25 , 25 9 -8" A 23 23 23 13'2' B 25 • 25 25- 25 9 -5" A '- 23 23 23 17 -11" B 26 26 26 26 24 - 24 24 12' -8" B 26 -. 26 26 26 9' -1" B 24 24 24 17 -5" , B 27 27 27 27 8' -11" B 24 24 24 12' -2" - B 27 27 27 - 27 8' -7" B 25 25 25 - 11' -8' , 8 28 . 28 28 28 8'-3" B 26 26 26 11' -4" B 28 28 - 28 28 8'-0' B 26 26 26 10 -11" C 29 - 29 29 29 7-9" B 27 27 27 10' -7" C . 30 30 30 30 T-6" B 27 27 27 10' -3" C 30 30 30 30 7' -3" B 27 27 27 10'-0" C 31 31 31 31 7' -1" B 28 28 28 9' -8" C 31 31 31 - 31 6' -10" B 28 28 28 9' -5' C 31 - 31- 31 31 6-8' B 28 28 ' 28 9' -2' C 32 . 32 32 32 8 9 -1" A 21 21 12' -5" A 23 23 24 ,a 20 4 4.5 5 5.5 6 6 -5 7 7.5 8 9 10 11 12 13 100 MPH 8' -11' 7 -11' T' -1' 6 -5" 5' -11" 5' -5" 5' -1' 4' -9' 0'-5" 3' -11" 3' -6" 3' -2' 7 -11" 7 -8" EXPOSURE Newport Fascia Beam California Fascia Classic Fascia 19 19 19 19= 19 19 19 19 19 19 19 19 19 19 Attached Structure Freestanding or Multispan Units 26 25 24 24 23 23 22 22 22 21 20 20 20 20 Attached Structure Freestanding or Multispan Units 19 20 20 21 21 21 21 22 22 22 23 23 23 24 Attached Structure Freestanding or Multispan Units LIVE LOAD (PSF) TRIB WIDTH (FT) 100 MPH MAX POST SPACING ON SLAB (FT) EXPOSURE POST RED'D FOR SLAB B MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "8' (in) MAX POST LENGTH 8' 10' 17 CONSTRAINED FOOTER "d" "d" "d" (in) (in) (in) MAX POST SPACING (FT) MIN POST TYPE FOOTER SEE "d" (in) _ MAX POST LENGTH 8' 10' 12' CONSTRAINED FOOTER "d" "8" "4' (in) On) (in) MAX POST SPACING (� MIN POST TYPE FOOTER SIZE -d" (in) - MAX POST LENGTH 8' I 10' I 12' CONSTRAINED FOOTER "9" "d" I .d. . On) On) On) 20 4 4.5 5 5.5 6 6 -5 7 7.5 8 9 10 11 12 13 100 MPH 8' -11' 7 -11' T' -1' 6 -5" 5' -11" 5' -5" 5' -1' 4' -9' 0'-5" 3' -11" 3' -6" 3' -2' 7 -11" 7 -8" EXPOSURE A A A A A A A A A A • A A A A C 10' -6" 9' -4" 8' -5" 7' -8" 7 -0" 6' -6" 6' -0' 5' -8" 5' -3" 4' -8" 4,3" 3' -10" 3,6" 3' -3" B B 8 B B B B B B B B B B B 19 19 19 19= 19 19 19 19 19 19 19 19 19 19 23 22 22 21 21 21 20 20 20 19 19 19 19 19 24 24 23 23 22 22 21 21 21 20 20 19 19 19 26 25 24 24 23 23 22 22 22 21 20 20 20 20 10' -5" 10'-0' 9' -7" 9' -2" 8' -9" 8' -5" 8' -1" 7 -10" 7 -7" T -2" 6-9" 6' -6" 6' -2" 5' -11" B B B B B B B B B C C C C C 19 20 20 21 21 21 21 22 22 22 23 23 23 24 19 20 20 21 21 21 21 22 22 22 23 23 23 24 19 20 20 21 21 21 21 22 22 22 23 23 Z3 24 20 20 20 21 21 21 21 22 22 22 23 23 23 24 13' -0" 12'-6" 17 -1" 11' -8" 11'-4" 11' -1" 10' -9' 10 -7" 10-4" 9' -11' 9' -7" 9' -1" 8' -9" 8' -5" B B B C C C C C C D D D D D 21 21 22 22 23 23 24 24 24 25 26 26 26 27 21 21 22 22 23 23 24 24 24 25 26 26 26 27 21 21 22 22 23 23 24 24 24 25 26 26 26 27 22 22 22 22 23 23 24 24 24 25 26 26 26 27 20 4 4.5 5 5.5 6 6.5 7 7 -5 B 9 10 11 12 13 110 MPH 8' -11" 7 -11" 7 -1' 6 -5" 5' -11" 5' -5" 5' -1" 4' -9" 4' -5" 3' -11" 3' -6' 3' -2" 7 -11" 2' -8" EXPOSURE A A A A A A A A A A A A A A B 10' -6" 9' -4' 8' -5" 7' -8" 7' -0" 6 -6" 6 -0" 5' -8" 5' -3" 4' -8" 4' -3" :3' -10' 3' -6" 3' -3" r B B B B B B B B B B B B B B 20 20 20 21 21 21 21 21 21 21 21 21 21 21 24 23 23 22 22 21 21 21 21 21 21 21 21 21 25 25 24 24 23 23 22 22 22 21 21 21 21 21 27 26 25 25 24 24 23 23 23 22 21 21 21 21 10' -6" 94" 9' -2" 9' -0" 8' -0" 8' -10" 8' -7" 7' -2" 7' -9" 7' -5" 6' -1" 6 -10" 6-7" 5' -2" B B B B B B B B B C C C C C 20 21 21 22 22 22 23 23 23 24 24 24 25 25 -- 20 21 21 22 22 22 23 23 23 24 24 24 25 25 - 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 -- 13' -0" 17-6" 17 -1" 11' -8' 11'4' 11' -1" 10' -9" 10' -7" 103" 9' -11" 9' -7' 9' -1" 8 -9" 8' -5" - 8 B B C C C C C C D D 0 D 0 22 23 23 24 24 24 25 25 26 26 27 27 28 28 22 23 23 24 24 24 25 25 26 26 27 27 28 28 22 23 23 24 24 24 25 25 26 26 27 27 28 28 - 22 23 23 24 24 24 25 25 26 26 27 27 28 28 20 4 4.5 5 - 5.5 6 6.5 7 7.5 8 9 - 10 11 12 8' -11" T -11" T -1" 6 -5" 5' -11" 5' -5" 5' -1" 4' -9" 4' -5" 3' -11" 3'-6" 3' -7 7 -11" A A A A - A A A A A A A A A 10' -6" 6-4" 8' -5" T -8" 7-0" 6' -6" 6' -0" 5'-8" 5-3" 4' -8" 4' -3" 3' -10" 3'-6" 13 - B B B 8 B B B B B B B B 20 20 20 20 21 21 21 21 21 21 21 21 21 24 23 23 22 22 21 21 21 21 21 21 21 21 25 25 24 24 23 23 22 22 22 21 21 21 21 27 26 25 25 24 24 23 23 23 22 21 21 21 10' -4" 10' -0" 9' -7" 9' -7 6' -9" 8' -5" 8' -1" T -10" 7' -7" T -2" 6-9" 6-6- 6' -2" B B B B B B B B 8 C C C 20 21 21 22 22 22 23 23 23 24 24 24 25 20 21 21 22 22 22 23 23 23 24 24 24 • 25 20 21 21 22 22 22 23 23 23 24 24 24 25 21 21 21 22 22 22 23 23 23 24 24 24 25 13'-0" 12' -6" 12' -1" 11' -8" 114" 11' -1" 10 -9" 10 -7" 10-4" 9 -11" 9 -7" 9 -1' 8' -9" B B 8 C C C C C C D D D D 22 23 23 24 24 24 25 25 26 26 27 27 2�(1� 22 23 23 24 24 24 25 25 26 26 27 27, - 1'- -2 22 23 23 24 24 24 25 25 26 - 26 27 7 �/- 28 23 23 23 24 24 24 25 25 26 26 27 27 '-2 � OVER- HANG (FT) 0' 1' - 7 2.5' 3' 3.5' 4' 4.5' 5' 6 TABLE 7.7 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTUR£S (FT) 8' 9' 10' 11' 12' 13' 14' 15' 16 17' 18' 19' 20' 21' 22' 23' 4' 4.5' S 5.5' 6' 6.5' T 7.5' 8' 8.5' 9' 8.5' 10 10.5' 11' 11,5' 4.5' 5' 5.5' 6' 6.5' T 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5 12' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 17 12.5 N/A 5.75' 6.25' 6.75' 7.25' 7.75' 825' 8 -75' 9.25' 9.75' 1025' 10.75' 11.25' 11.75' 12.25' 1275 N/A N/A N/A T 7.5' 8' 8.5' - 9' 9.5' 10' 10.5' 11' 11.5' 17 12,5' 12 N/A N/A N/A N/A N/A 8.25' 8.75' 625" 9.75' 10.25' 10.75' 11.25' 11.75' 12.25' 12.75' 13.25' WA N/A N/A N/A N/A WA 9' 9.6 10 10 -5' 11' - 11.5' 17 - 12.5' 13' 13.5 N/A N/A N/A N/A N/A WA N/A N/A 10.25' 10.75' 1125' 11.75' 1225 12.75' 13.25' 13.75' N/A WA WA N/A WA N/A N/A N/A WA WA 11.5' . 12' 12.5' 13' 13.5 14' N/A N/A N/A N/A N/A N/A WA N/A N/A N/A N/A N/A N/A 13.5' 14' 14.6 ' N/A N/A _ N/A N/A WA WA WA N/A WA N/A N/A N/A N/A N/A N/A N/A EX=IRE 02-2 irnnrlA - -- - DST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING 120 MPH EXPOSURE B 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 17 -0" 15' -1" 13' -7 17 -4" 11'-4" 10' -5' 9. -8" 7 -6" 6 -9" 6 -7 . 4' -10' 130 MPH EXPOSURE B A A A A A A A A A A A A A A A 11' -3" 11' -1" 10 -10" 10• -7' 9-4" 9 =1" 7 -10' 7-7" 6 -7" 6 -3" 5'3" 4'-6" A A A A A A A A A A A A A A A 22 23 24 24 24 24 24 24 25 24 25 24 25 24 25 26 26 25 25 24 24 24 24 25 24 25 24 25 24 25 27 27 27 27 26 26 25 25 25 24 25 24- 25 24 25 28 28 28 28 27 27 26 26 26 25 25 24 25 24 25 California Fascia Newport Fascia Beam California Fascia Attached Structure - Freestanding or Multispan Units TRIG MAX POST MAX Freestanding or Multispan Units • b m �O N M b W IO , iD iD MAX POST LENGTH WIDTH POST - REO'D POST MIN FOOTER 8' 10' 12' (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SIZE ON SLAB SLAB (El) TYPE "d". 'd" 'd" "d" "d" (FT) 'd" (FT) TYPE On) On) On) -On) 5.5 12'-4" A 9 -2" A 23 24 26 27 6 11'-4" A 9' -0' A 24 24 26 27 6.5 • 10' -5" A 7 -11" A 23 24 25.' 26 7 6 -8" A 7 -9" A 24 24 25 26 7.5 9' -1" A 7 -7' A 24 24 25 26 8 8' -6" A 6 -8" A 24 24 24 25 9 T -6' A 6-4" A 24 24 24 25 10 6 -9" A 5' -' A 24 24 24 24 11 6 -2" A 5' -3" A 24 24 24 24 12 5' -8" A 4' -7" A 24 24 24 24 13 5' -2" A 4' -5" A 24 24 24 24 14 4' -10" A 4'-4" A 25 25 25 25 15 4'-6" A 4' -7 A 25 25 25 25 16 4 -3" A 3' -8' A 24 24 24 24 17 4' -0" A 3'-6" A 25 25 25 25 120 MPH EXPOSURE B 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 17 -0" 15' -1" 13' -7 17 -4" 11'-4" 10' -5' 9. -8" 7 -6" 6 -9" 6 -7 . 4' -10' 130 MPH EXPOSURE B A A A A A A A A A A A A A A A 11' -3" 11' -1" 10 -10" 10• -7' 9-4" 9 =1" 7 -10' 7-7" 6 -7" 6 -3" 5'3" 4'-6" A A A A A A A A A A A A A A A 22 23 24 24 24 24 24 24 25 24 25 24 25 24 25 26 26 25 25 24 24 24 24 25 24 25 24 25 24 25 27 27 27 27 26 26 25 25 25 24 25 24- 25 24 25 28 28 28 28 27 27 26 26 26 25 25 24 25 24 25 California Fascia Classic Fascia California Fascia Attached Structure Freestanding or Multispan Units Attached Structure Attached . Structure Freestanding or Multispan Units MAX Freestanding or Multispan Units • b m �O N M b W IO , iD iD MAX POST LENGTH MAX LIVE TRIB WX POST LENGTH POST MIN FOOTER 8' 10' 12' POST MIN FOOTER 8' 10' 17 SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d" "d" "d" 'd" (FT) TYPE "d"' "d" _ "d" 'd" 8' I 10' 17 (PSF) (in) (in) (in) (in) POST SIZE (in) On) (in) (in) 8' -8" A 23 23 CONSTRAINED FOOTER I'N0 N b W m V V ti N th' N A. A W W 11' -10" A 25 25 25 25 8' -6' A 23 23 TYPE 11' -7' B 26 26 26 26 8'-4" A 24 24 6.5 11' -5" a 26 26 26 26 8' -2" A 24 24 24 11' -2" B 27 27 27 • 27 8' -1" A 25 25 110 MPH EXPOSURE C 11'-0" B 27 27 27 27 7' -11" A 25 25 B 10'-9" B 28 28 28 28 21 21 26 26 12' -5" 10'-5" B 29 29 29 29 7'-4" B 26 26 N 10 -1" B . 29 29 29 29 7' -2" B 27 27 12 -3" 9-9" 8 30 30 30 30 6' -11" B 27 27 22 9' -5" B 30 30 30 30 6' -9" B 28 28 B 9 -2" C 31 31 31 31 6' -6' B 28 28 23- 8' -11' C 31 31 31 31 6'-4 "8 21 29 29 24 8' -8" C 32 32 32 32 6' -2" 8 29 29 24 8'-5" C 32 32 32 32 6'-0" B 29 29 24 8 -3" C 33 33 33 33 10,4" 10' -2" 10 -0" 9' -10" 9' -1" 8' -11" A A A A, A A A B B B B B B B 8 22 22 23 24 24 25 25 25 26 27 27 28 28 29 29 22 22 23 24 24 25 25 25 26 27 .27 28 28 29 29 22 22 23 24 24 25 25 25 26 27 27 28 28 29 29 22 22 23 24 24 25 25 25 28 27 27 28 28 29 29 17 -11" 17 -9" 17 -6" 1Z-3" 17-0" 11' -10" 11' -7' 11 -4" 11"2' 10 -9" 10'-4" 10 -0" 6-8' 9' -5" 92" A A A B B B e B B C C 23 24 25 25 26 26 27 27 28 29 29 30 30 31 31 23 24 25 25 26 26 27 27 28 29 29 30 30 31 31 23 24 25 25 26 26 27 27 28 29 29 30 30 31 31 24 24 25 25 26 26 27 27 28 29 29 30 30 31 31 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 17 -0' 15' -1" 13' -7" 17-4" 11' -4" 10'-5' 9'-8" 9 -1' 8'-8" 7.6' 6 -9" 6 -2" 4' -10" A A A A A A A A A A A A A A A 9 -1" 8'•11" 7' -10' 7-8" 7'-6" • 6-T 6 =5" 6-4" 6 -7 5 -4" 5 -1" A A A A A A A A A A A -A A A 22 23 22 23 23 23 23 24 24 24 24 24 24 25 24 25 25 24 24 24 23 23 24 24 24 24 24 24 25 24 27 27 26 26 25 25 25 24 24 24 24 24 24 25 24 28 28 27 27 27 26 26 26 25 24 24 24 24 25 24 8' -9" 8' -2" 7.10" 7 -3" 6' -8" 6 -3" A A A A A A A A A A 0 B B B 22 22 23 24 .24 25 25 25 26 26 27 28 28 29 29 22 22 23 24 24 25 25 25 26 26 27. 28 28 29 29 22 22 23 24 24 25 25 25 26 26- 27 28 28' 29 29 22 22 23 24 24 25 25 25 26 26 27 28 28 29 29 11' -11' 11'-9' 11'-6" 11'-4" 11' -1' 10 -11" 10.8" 10.6" 10.3" 9' -11" 9 -T' 6 -B" 8' - -5" A A A A B 24 25 25 26 27 27 28 28 29 29 30 31 31 32 32 24 25 25 26 27 27 28 28 29 29 30 31 31 32 32 24 25 25 26 27 27 28 28 29 29 30 31 31 32 32 25 25 25 26 27 27 28 28 29 29 30 31 31 32 32 GENERAL INSTRUCTIONS FOR THESE TABLES CHOOSE FREESTANDING OR ATTACHED STRUCTURE CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT DETERMINE WIND AND SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) CHOOSE A PANEL FROM TABLES 1.1 TO 1.4 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. DETERMINE TRIBUTARY WIDTH FROM TABLE 7.2, 7.7 OR 7.12 CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE SCO2 -2003 CHOOSE A HEADER FROM TABLES 7.1, 7.6 OR 7.11 THAT HAS nncr>,. IATC orlc-r coArlMr- 20 Newport Fascia Beam California Fascia Classic Fascia 8' -11' 7-11' Attached Structure Freestanding or Multispan Units 25 25 Attached Structure Freestanding or Multispan Units • b m �O N M b W IO , iD iD Attached Structure Freestanding or Multispan Units LIVE TRIB MAX POST MAX 24 25 24 25 MAX POST LENGTH MAX 5 MAX POST LENGTH MAX 7-9" B MAX POST LENGTH LOAD WIDTH POST REO'D POST MIN FOOTER .8' I 10' I 12' POST MIN FOOTER 6 I 10' I 12' POST MIN FOOTER 8' I 10' 17 (PSF) (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER 26 ON SLAB SLAB (FT) TYPE "d" "d" "d" "d" • (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d- "d" "6" 6.5 5' -5° (FT) 6-6" B 23 (in) (in) (in) (in) 24 24 (m) (in) (in) (in) 27 27 (in) (in) On) (in) 110 MPH EXPOSURE C 6 -0" B 23 TABLE 7.6 20 4 8' -11" A 10.6" B 22 25 27 28 9' -1" B 21 21 21 21 12' -5" B 23 N lV N N N 'N N N N N N N fV 23 24 25 4.5 T -11" A 9-4" B 22 . 25 26 27 9' -0' B 20 20 20 21 12 -3" B 22 23 24 26 5 T -1" A 8' -5" B 22 24 ' . 25 26 8' -10" B 21 21 21 21 12' -0" B 23 23 24 26 5.5 6 -5" A 7' -8' B 22 23- 25 26 8' -8' B 21 21 21 21 11' -8" C 24 24 24 9' -3" 6 6 -11" A 7' -0' B 22 - 23 24 25 8' -0' B 22 22 22 22 11,4" C 24 24 24 D 6.5 5' -5" A 6 -6" B 22 22 24 25 8' -4" B 22 22 22 22 11' -1" C 24 24 24 7 5' -1" A 6-0" B 22 22 23 24 8' -1" B 23 23 23 23 10' -9" C 25 25 25 7.5 4' -9" A 5' -8" B 22 22 23 24 T-10" B 23 23 23 23 10' -7" C 25 25 25 8 4' -5' A 5' -3" B 22 . 22 23 24 7' -7" - B 23 23 23 23 10'-4' C 26 26 26 9 3' -11" A 4' -8" B 22 22 22 23 7' -2" C 24 24 24 24 9 -11" D 26 26 26 10 3' -6" A 4 -3' B 22 22 22 22 6' -9" C 24 24 24 24 9' -7' D 27 27 27 11 3' -2" A 3' -10" B 22 22 22 22 6' -6" C 24 24 24 24 9' -1" D 27 27 27 12 2 -11" A 3' -6' B 22 22 22 22 6 -2" C 25 25 25 25 8' -9" D 28 28 28 20 4 . 4.5 • 8' -11" 7' -11" A A 8' -11' 7-11' B B 22 22 25 25 27 26 28 27 27 27 26 26 25 25 25 24 23 23 • b m �O N M b W IO , iD iD A B 21 22 21 22 21 22 22 22 11'-4" 11' -7 B B 24 25 24 25 24 25 25 25 5 7' -1" A 7-9" B 23 25 26 B 23 23 23 23 11' -0" B 25 25 25 25 5.5 6 -5" A 7 -7" B 23 24 26 B 23 23 23 23 - 10' -10" B 26 26 26 26 6 5' -11" A 6-8" B 23 24 25 B 24 24 24 24 10 -8" C 27 27 27 27 6.5 5' -5° A 6-6" B 23 23 25 B 24 24 24 24 10 -5" C 27 27 27 27 7 5' -1" A 6 -0" B 23 23 24 B 25 - 25 25 25 10' -3" - C 28 28 28 28 7.5 4' -9" A 5' -7' B 23 23 24 B 25 25 25 25 10 -1" C 28 2B 28 28 B 4' -5" A 5' -3" B 23 23 24 B 26 26 26 26 9' -11" C 29 29 29 29 9 3' -11" A' 4' -8" B 23 23 23 C 26 26 26 26 9' -6" D 29 29 29 29 10 3' -6" A 4' -3" B 23 23 23 C 27 27 27 27 9' -3" D 30 30 30 30 11 3' -7 A 3' -10" B 23 23 23 C 2B 28 28 28 8' -11" D 31 31 31 31 20 ✓ -4... 4.5 5 5.5 6 6.5 7 7.5 8 8' -11" 7' -11" 7' -1" 6' -5" 5' -11" 5' -5" 5' -1" 4' -9' 4' -5" A A A A A A . A A A 6' -5" 6-4" 6 -3' 5' -8" 6-4" 5' -3" 5'2" ' 4' -6' 4' -5" A A A A A A B A B 21 21 22 22 22 23 23 23 23 24 24 24 23 23. 23 23 23 23 26 26 26 25 25 24 24 24 23 27 27 27 26 26 26 25 25 25 7-8" 7' -7" 7' -5" T -4" 7' -2' 7 -1" 6 -11" 6' -10" 6' -8" A A B B B - B B B B 22 23 23 24 25 25 26 26 26 22 23 23 24 25 25 26 26 26 22 23 23 24 25 25 26 26 26 22 23 23 24 25 25 26 26 26 10' -8' 10 -4" 10' -2" 10 -0" 9' -10" 9'-8" 9'-6" 9' -3" 9 -1" B B B B B C C C C 24 25 26 27 27 28 28 29 29 24 25 26 27 27 28 28 29 29 24 25 26 27 27 28 28 29 29 25 25 26 27 27 28 28 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 7.4, 7.9 OR 7.14• 9. FIND THE 0/C SPACING OR if FASTENERS FOR ATTACHING TO WALL FROM TABLE 10.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7, DETERMINE MAXIMUM SLAB SPACING FROM TABLE 7.1, 7.6 OR 7.11 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 C7 AR In Fnl i nW Q awn in FROM AROVF' TABLE 7.8 Post Requi ements for Attached Structures Post Description ` Max POST Height Twin 0.032 "x1.5 "x1..5" 8' A Clover 0:024 "x3'x3" Alum 12' A 0.024 "Post with S(depletes 10 A Clover0.040"x3"x3" Aluni 12` B Colonial 0.062" Extruded.. 12' C 0.041 "x3 "x3" Steel Clover 12' D 0.041'5(3'x3" Steel Clover 8' E 0.188 "x3 "x3" Steel Square 15' F 0.188'x4 "x4" Steel Square 18' G Table 7.10 Post Substitutes Square Circular 0.041"):3"x3" 0.188 "x3 "Diameter 0.188'x3 "x3" 0.18854 "Diameter 0.188'x4 "x4" 0.188 "x5'Diam eter 0.188 "x5 "x5" 0.188 "x6 "Diameter TABLE 7.9 Post Requi ements for Freestanding Structures Post Description Max POST Height Colonial 0.062" Extruded 0.041'x3 "x3" Steel Clover 15 0,041 "x3 "x3" Steel Clover 18 0.188 "x3'x3" Steel Square 18 0.188"x4"x4" Steel Square 18 FOOTING-\ NON - CONSTRAINED C D E F CONSTRAINED EXPIRES 02 -25- 2/15/2004 Page 25 of 34 1.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING ALUMINUM HEADERS IN HIGH WIND AREAS 100 MPH EXPOSURE B 10 0.042 "x3 "x8" Header 17' -0" 15' -1" 13' -7 12'-4" A A A A Attached Freestanding or 20 21 21 22 24 23 23 23 Structure Multispan Units LIVE TRIB MAX POST MAX A 22 MAX POST LENGTH LOAD WIDTH POST REQD POST MIN FOOTER 8' 10' 12' (PSF) (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER 10=3" B ON. SLAB SLAB (FT) TYPE "d" "d" I "U" I "5" 9' -1" A - (Fr) _ 24 24 (in) (in) (in) (in) 100 MPH EXPOSURE B 10 4 4.5 5 5.5 17' -0" 15' -1" 13' -7 12'-4" A A A A 11' -9" 11' -7" 11'-4" 11' -1" A A A A 20 21 21 22 24 23 23 23 25 25 25 25 26 26 26 26 MAX POST LENGTH 6 11'-4" A 10' -9" A 22 23 24 26 TYPE 6.5 10' -5" A 10-6" B 23 23 24 25 25 7 9'-8" A 10=3" B 23 23 24 25 24 7.5 9' -1" A 10'-0" 8 24 24 24 25 24 8 8'-6" A 9' -10" B 24 24 24 25 25 9 7-6" A 9'-4" B 24 24 24 25 26 10 6 -9" A 0 -0- B 25 25 25 25 26 11 6 -7 A 8' -7" B 25 25 25 25 26 12 5' -8" A 8' -2" B 26 26 26 26 27 13 5' -2" A 7 -7" B 26 26 26 26 13' 14 4' -10" A 7 -0" B 26 26 26 26 9.75' 15 4'-6" A 6 -6" B 26 26 26 26 N/A 16 4' -3" A 6-7 B 26 26 26 26 11.5' 17 4' -0" A 5 -9" B 26 26 26 26 00 MPH EXPOSURE C 10 4 4.5 5 5.5 6 5.5 7, 7.5 8 9 10 11 12 13 14 15 16 17 17-0" 15' -1' 13' -7" 12'-4" 11'-4' 10' -5' 9'-8" 9' -1" 8' -6" 7-6" 6 -9' 6 -2" 5'-8" 5' -2" 4' -10" 4'-6" 4' -3" 4'-0" A A A A A A A A A A A A A A A A A .A 10 -5" 10 -3" 10 -0" 9-5" 0 -7" 9'-4" 9' -2" 8' -11" 8' -9" 8' +5" 6 -1" 7 -9" 7-6" 6'-6" 6-3" 5-6" 5-4" 5 -2" A A A A A A A A B 8 B B B 8 B B B B 20 21 22 22 23 23 24 24 24 25 25 26 26 26 26 26 26 26 24 24 24 23 . 23 23 24 2424 24 25 25 26 26 26 26 26 26 26 25 25 25- 25 25 25 24 24 25 25 26 26 26 26 26 26 26 26 26 26 26 26 26 26 25 25 25 25 26 26 26 26 26 - 26 - 28 110 MPH EXPOSURE B 10 4 4.5 5 55 6 6.5 7 7.5 8 _ 9 10 11 12 13 14 15 16 17 17.0: 15' -1" 12-7 17.4' 11'-4" . 10-5" -. 9-8' 9' -1" 8' -6" 7-6" 6 -9" - 6-7 5-8" 5' -7 4' -10" 4'-6" 4'-3" • 4' -0" A A A . A A A A A A A A - A A A A A A A 10 -9' 10'-6" 10-4" 10=1" 9' -10" 0.7" - 9' -5" 9' -2"- 8' -11" 8 =7" 8' -5' 7 -11" 7 -7" 6 -7" 6 -5" 9 -7 5 -5" 5 -3" A A A A A A A B B B B B B B B B B B 21 21 22 22 - 23 23 24 24 24 25 26 26 27 26 26 27 26 26 24 24 24 24 23 23 24 24 24 25 26 26 27 26 26 27 26 26 25 25 25 25 25 25 25 24 24 25 26 26 27 26 26 27 28 26 27 26 26 26 - 26 26 26 26 25 25 26 . 26 27 26 26 27 26 26 110 MPH EXPOSURE C 17-0" A 9' -5' Double 0.032 "x7 "x6.625" Header A Attached Freestanding or m U N A A A W W A' A A A A I Structure Multispan Units MAX 21 23 MAX POST LENGTH POST MIN FOOTER 8' 10' 12' SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "4" "d" "4" "5" 22- 22 (in) (in) (in) (in) I 11' -9" A 20 23 m U N A A A W W A' A A A A I 25 11' -6" A 21 23 25 11'-3" A 21 23 25 11' -0" A- 22 22 25 10' -9" A 22- 22 25 10' -6" B 23 23 25 10' -3" B 23 23 24 10' -0" B 24 24 24 25 B 24 24 24 9'-4" B 24 24 24 8' -11" B 25 25 25 8' -7" B 25 25 25 B B 26 26 26 8' -0" B 26 26 26 7-5" B 26 26 . 26 6' -11" B 26 26 26 6' -6" B 26 26 26 6 -7 B 26 26 26 10-4" A 20 23 24 25 10' -2" A 21 23 24 25 9' -11" A 22 23 24 25 9' -9" A 22 23 24 25 9' -6' A 23 23 24 25 9'-4" A 23 23 24 25 9 -1" A 24 24 24 25 8,11" A 24 24 24 25 8' -8" B 24 24 24 24 8'-4" B 25 25 25 25 10 -8" B 25 25 25 25 6-0' B 26 26 26 26 T -5" B 26 26 26 : 26 7 -2" B - 27 27 27 27 6-11" B 27 27 27 27 6 -1' B 27 27 27 27 5' -11" B 27 27 27 27 5' -9" B 27 27 - 27 27 10 -8" 10' -6" 10 -3" 10 -0" A A A A 21 . 21 22 22 23 23 23 23 27 27 27 27 27 26 X N N N X N N N N X N N Al N N N N N 0 -9" A ' 23 23. MAX POST LENGTH 9' -7' A 23. 23 SPACING 9'-4" A 24 24 TYPE 9' -1" . B 24 24 (in) 8' -11" B - . -24 N 8' -6" B 25 25 28 8' -7 B 26 26 29 7 -10" B 26 26 29 7-7" B 26 26 29 7-4" B 27 27 C 7 -1" B 27 27 10 -8" 6 -7 B 27 27 30 6-0' B 27 27 31 5' -10" B 27 27 31 Double 0.042 "x3 "x8' Header A B B B B 6 Attached Freestanding or 27 27 27 27 27 26 Structure Multispan Units MAX - 26 MAX POST LENGTH POST MIN FOOTER 8' 10' 12' SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d" "d" I. "d' ^d" 27 13' -3" (in) (in) (in) (in) 16' -8' 16-5" 16' -0" 15' -8" 15' -3" 14' -11" A B B B B 6 23 23 24 25 25 26 26 26 25 25 25 26 27 27 27 27 27 26 28 28 28 26 28 28 14' -7" 6 26 26 26 27 14' -2" B 26 26 26 27 13' -10 B 27 27 27 27 13' -3" C 27 27 27 27 12' -8" C 28 28 28 28 12' -2' C 29 29 29 29 11' -9" C 29 29 29 29 11' -4" C 29 29 29 - 29 11' -0" C 30 30 30 30 10 -8" C 30 30 30 30 10'-4" D 31 - 31 31 31 10' -0" D 31 31 31 31 14' -9" 14' -6" 14' -2" 13' -10" 13' -7" 13' -3" A A B B B 5 23 24 24 25 26 26 28 26 26 26 26 26 27 27 27 27 27 27 29 29 28 28 28 28 17 -11" B 26 26 27 28 12-8" B 27 27 27 28 12' -5" B 27 27 27 28 11' -10" B 28 28 26 28 11' -5" B 29 29 29 29 11' -0" C 29 29 29 29 10 -7" C 30 30 30 30 10' -3" C 30 30 30 30 9' -11" C 31 31 31 31 9' -7" C 31 31 31 31 9'-4" C 31 31 31 31 9' -1" C 32 32 32 32 15' -2' 14' -11" 14' -7" 14' -3' 13 =11' 13' -7" A A B. ' B B B 23 24 25 25 26- 26 26 26. 26 26 26 - 26 2a 2B 27 - 27 27 - 27 29 29 29 28 28 - 28 13' -3" B 27 27 '27 28 13'=0" B 27 27 27 28 12-8" B 27 27 27 28 17 -2" B 28 28 28 28 11' -8" 6 29 29 29 29 11' -7 C 29 • 29 28 29 10' -9" C 30 30 30 30 10 -5" C 30 ' 30 30 30 16 -1" J9' C 31 31 31 31 -9" C 31 31 31 31 9'-6' C 31 31 31 31 9' -7. C 32 - 32 32 32 24 26 27 9' -5" A 21 24 - 25 26 13' -5" nr 24 27 28 29 7n t-Y_ " A 74 76 76 29 20 u.UH5 Xj Xzs rteaaer Double 0.032 "x2 "x6.625" Header Double 0.042 "x3k8' Header 10' -5" 9' -10" 9'-4" 8' -11" 8' -2" 7' -7" 7' -0" 6'-6" 6 -2" 5' -5" 4'-11" 4' -5" 4' -1" 3' -9" Attached Structure Freestanding or Multispan Units 23 23 22 22 22 21 21 20 20 20 20 20 20 20 Attached Structure Freestanding or Multispan Units 10' -5" 9' -10^ 9' -4" 8' -11" 8' -6" 8' -0" 7' -5" 6' -11" 6-6" 5' -10" 5' -3" 4' -9" 4'-4" 4' -0" Attached Structure Freestanding or Multispan Units LIVE LOAD (PSF) TRIB WIDTH (FT) MAX POST SPACING 014 SLAB POST REO'D FOR SLAB MAX _ POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d' (in) MAX 5' CONSTRAINED "5" (in) POST LENGTH 10' FOOTER "5" (in) 17 "d" (in) MAX POST SPACING (F') MIN POST TYPE FOOTER SIZE "4" (m) MAX 8' CONSTRAINED "d' (in) POST LENGTH 10 FOOTER `d' (in) 12' "d' I (in) MAX POST SPACING (Fl) MIN POST TYPE FOOTER SIZE "d" (in) _ MAX 8' CONSTRAINED `d' (in) POST LENGTH 10' FOOTER `d' I (in) 17 'd" (in) 20 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 8' -11" 7' -11" 7'-1" 6-5' 5' -11" 5' -5" 5' -1" 4' -9" 4' -5' 3' -11" 3' -6" 3' -2" 2' -11" 2' -8' A A A A A A A A A A A A A A 10' -5" 9' -10" 9'-4" 8' -11" 8' -2" 7' -7" 7' -0" 6'-6" 6 -2" 5' -5" 4'-11" 4' -5" 4' -1" 3' -9" B B B B B B B B B B B B B B 19 20 20 20; 20 20 20 20 20 20 20 20 20 20 23 23 22 22 22 21 21 20 20 20 20 20 20 20 24 24 24 23 23 22 22 22 21 21 20 20 20 20 25 25 25 24 24 23 23 23 22 22 21 21 20 20 10' -5" 9' -10^ 9' -4" 8' -11" 8' -6" 8' -0" 7' -5" 6' -11" 6-6" 5' -10" 5' -3" 4' -9" 4'-4" 4' -0" B B B B B B B B B B B B B B 19 20 20 20 21 21 21 21 21 21 21 21 21 21 22 22 22 21 21 21 21 21 21 21 21 21 21 21 23 23 23 23 22 22 22 21 21 21 21 21 21 21 25 24 24 24 23 23 23 22 22 21 21 21 21 21 14' -9" 13'11" 13' -3" 12 -8" 12' -1" 11' -7" 11' -2" 10' -10" 10'-6" 9' -11" 9' -5" 8' -11" 8' -2" 7-7" B C C C C C C C C D D D D D 22 22 23 23 23 24 24 24 24 25 25 26 26 26 25 25 24 24 24 24 24 24 24 25 25 26 26 26 26 26 26 25 25 25 25 24 24 25 25 26 26 26 28 27 27 27 26 26 26 26 25 25 25 26 26 26 20 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 8' -11" 7 -11" T -1" 6 -5" 5' -11" 3' -11" 3' -6" 2' -11" 7 -8" A A A A A A A A A A A A A A 10' -5" 9 -10" 9' -4" 8,11" 7' -T 4' -11" B B B B B B B B B B B B B B 20 21 21 22 22 22 22 22 22 22 22 22 22 22 24 24 23 23 22 22 22 22 22 22 22 22 22 25 25 25 24 24 23 23 22 22 22 22 22 22 26 26 26 25 25 24 24 - 23 23 22 22 22 22 10' -6" 10' -3" 6-0" 8'-4" 8' -10" 6' -11" 6-6" 4' -11" 4' -6" B B B B B B B B B B B 2D 21 22 22 22 22 23 23 23 23 23 23 23 23 23 23 23 22 22 22 23 23 23 23 23 23 23 23 24 24 24 24 23 23 23 23 23 23 23 23 23 23 25 25 25 25 25 24 24 24 23 23 23 23 23 23 10' -4" 9'-4' 8' -11" 6'11" 6' -6 5' -10" 4' -0" B B B B B B B B B B B B B B 20 21 21 22 22 22 22 22 • 22 22 22 22 22 23 23 22 22 22 22 22 22 22 22 22 22 22 22 24 24 24 23 23 23 22 22 22 22 22 22 22 25 25 25 24 24 24 23 23 23 22' 22 22 22 22 110 MPH EXPOSURE B 20 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 8' -11" 7' -11" 5' -11" 5-1" 3' -11" 3 =2" 7.11" A A A A A A A A A A A A 10' -5" 9' -10" 8' -11" 8' -7 7 -7" 7 -0" 6-6" 6' -2" 4' -11" B B B B B B B B B B B 20 21 21 22 22 22 22 22 22 22 22 22 22 24 23 23 23 22 22 22 22 22 22 22 22 25 25 25 24 24 23 23 22 22 22 22 22 26 26 26 25 25 24 24 23 23 22 22 22 10' -5" 9' -10" 8' -11" 6'-6" 6 -11" 6-6" 5' -10" 5' -3" 4` -4" B B B B B B B B B B 20 21 21 22 22 22 22 22 22 22 22 22 23 23 22 22 22 22 22 22 22 22 22 22 22. 24 24 24 23 23 23 22 22 22 22 22 22 26 25 25 25 24 24 23 23 23 22 22 22 14' -9" 13' -11" 13' -3" 17 -8" 17 -1" 11' -7" 11' -2" 10' -10" 10' -6' 9' -11" 8112 8' -7 C C C C C C C C 0 D D 23 23 24 24 25 25 25 25 26 26 27 27 27 OVER- HANG - TABLE 7.12 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) (FT) 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 16' 20' 21' 22' - 23' 0' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10 10.5' 11' 11.5' 1' 4.5' 5' 5.5' 6 6.5' 7' 7.5' 8' 8.5' 9' 8.5' 10' 10.5 11' 11.5' - 12' 2' 5' 5.5' 6 6.5 7' 7.5' 6 85' 9' 9.5' 10' 10.5' 11' 11.5 12' 12.5' 2.5' N/A 5:75' 6.25' 6.75' 7.25' 7.75' 8.25' 8.75' 9.25 9.75' 10.25' 10.75' 11.25' 11.75' 1225' 12.75' 3' N/A N/A N/A T 7.5' 8' 8.5' 9' 9.5 10' 10.5' 11' 11.5' 12' 12.5' 13' 3.5' NIA N/A N/A N/A WA 825' 8.75' 9.25' 9.75' 10.25' 10.75' 11.25' 11.75' 1225 12.75' 13.25' 4' N/A N/A N/A N/A N/A N/A 9' 9.5 10' 10.5' 11' 11.5' 17 125 13' 13.5' 4.5' N/A WA N/A WA N/A N/A WA WA 1025' 10.75' 11.25' 11.75' 12.25' 12.75 13.25' 13.75' 5' WA NIA N/A N/A WA N/A WA N/A WA WA 11.5' 12' 12.5' 13' 13.5' 14' 6 WA N/A N/A N/A N/A N/A WA N/A - N/A N/A N/A N/A N/A 13.5' 14' 14.5 T N/A N/A N/A - WA N/A N/A N/A N/A WA N/A N/A NM N/A NA WA N/A 26 27 29 26 27 28 25 27 26 25 26 28 25 26 27 25 26 27 25 26 27 25 '25 27 26 26 26 26 26 26 27 27 27 27 27 : 27 ?(1 7Fj X27 .V ()NAL� CY.1-1 1.7_ 02-25-2/15/2004 OST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING 120 MPH EXPOSURE B 4 4.5 5 5.5 6 6.5 7 .75 8 9 10 11 12 13 14 17' -0" 15,-1" 13,7" 17-4" 11'-4' 10, -5" 8,-8" 7'-6" 6-2" 5,-8" 5' -2" 4' -10" A A A A A A A A A A A A A A A 9 -10" 9, -5" 9 -3" 9-0" 8' -10" 6 -7" 6 -6• 8' -2 7' -10' T-6" 6 -6" 5, -5" A A A A A A A A A • B B B B B B 21 22 23 23 24 24 24 25 25 26 26 26 26 26 26 25 24 24 24 24 24 24 25 25 26 26 26 26 26 26 26 26 26 25 25 25 25 25 25 26 26 26 26 26 26 27 27 27 27 27 26 26 26 26 26 26 26 26 26 26 0.042'x3 "x8" Header Attached Structure Attached Structure Freestanding or Multispan Units TRIB MAX POST MAX POST MIN MAX POST LENGTH WIDTH POST REDID POST MIN FOOTER 8' 1a 17 (FT) SPACING FOR SPACING POST- SIZE CONSTRAINED FOOTER (in) ON SLAB SLAB (FT) TYPE "d" "8" "8' "d" 8' -8" (FT) 23 23 24 (in) (in) (in) (n) 5.5 12'-4" A 8' -11' A 23 24 25 27 6 11'-4" A 8'-8" A 23 24 25 26 6.5 10' -5" A 8'-6" A 24 24 25 26 7 6-8" A 8' -4" A 24 24 25 26 7.5 9' -1" A 8' -2" A 25 25 25 26 B 8' -6" A - T -11" A 25 25 25 26 9 7' -6" A T -2- B 26 26 26 26 10 6' -9" A 6 -7" A 25 25 25 25 11 6' -2" A 6-4" B 26 26 26 26 12 5' -B" A 5' -8" A 25 25 25 25 13 5• -2" A 5'-4' B 26 26 26 26 14 4' -10' A 6-2" B 26 26 , 26 26 15 4'-6" A 4' -6" A 26 26 26 26 16 4' -3" A 4' -4" B 26 26 26 26 17 4' -0" A '4' -3" B 26 26 26 26 120 MPH EXPOSURE B 4 4.5 5 5.5 6 6.5 7 .75 8 9 10 11 12 13 14 17' -0" 15,-1" 13,7" 17-4" 11'-4' 10, -5" 8,-8" 7'-6" 6-2" 5,-8" 5' -2" 4' -10" A A A A A A A A A A A A A A A 9 -10" 9, -5" 9 -3" 9-0" 8' -10" 6 -7" 6 -6• 8' -2 7' -10' T-6" 6 -6" 5, -5" A A A A A A A A A • B B B B B B 21 22 23 23 24 24 24 25 25 26 26 26 26 26 26 25 24 24 24 24 24 24 25 25 26 26 26 26 26 26 26 26 26 25 25 25 25 25 25 26 26 26 26 26 26 27 27 27 27 27 26 26 26 26 26 26 26 26 26 26 10' -8" 10'6" 10' -3" 10' -0" 9, -0" 9' -7" 9 -1" 8,11" 8' -6° 8' -2" 7' -10" 7 -7" 7'-4' T -1' A A A A A A A B B B B B B B B 22 23 23 24 24 25 25 26 26 26 27 28 28 28 29 24 24 24 24 24 25 25 26 26 26 27 28 28 28 29 26 25 25 25 25 25 25 26 26 26 27 28 26 28 27 27 27 26 26 26 26 26 26 26 27 28 28 28 Double 0.042 "x3 "x8' Header Double 0.032'5(2'x6.625" Header Attached Structure Attached Structure Freestanding or Multispan Units MAX 22 22 23 24 24 24 24 24 24 24 24 24 MAX POST LENGTH MAX POST LENGTH POST MIN FOOTER 8' 10' 12 SPACING POST SIZE CONSTRAINED FOOTER (ED TYPE "d" "d" "d" "d" On) On) (in) On) On) 8' -10" A 23 23 25 26 8' -8" A 23 23 24 26 8' -6' A 24 24 24 25 8' -3" A 24 24 24 25 B 28 25 25 25 25 7' -11" A 25 25 25 25 7 -7" B 26 26 26 26 7 -3" B 26 26 26 26 6'-4" 0 26 26 26 26 6 -1" B 26 26 26 26 5' -10" B 27 27 27 27 5' -1" B 26 26 26 26 5' -0" B 26 26 26 26 4' -10" B 27 27 27 27 4' -8" B 27 27 27 27 10' -8" 10'6" 10' -3" 10' -0" 9, -0" 9' -7" 9 -1" 8,11" 8' -6° 8' -2" 7' -10" 7 -7" 7'-4' T -1' A A A A A A A B B B B B B B B 22 23 23 24 24 25 25 26 26 26 27 28 28 28 29 24 24 24 24 24 25 25 26 26 26 27 28 28 28 29 26 25 25 25 25 25 25 26 26 26 27 28 26 28 27 27 27 26 26 26 26 26 26 26 27 28 28 28 Double 0.042 "x3 "x8' Header 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 Attached Structure Freestanding or Multispan Units MAX A B B B B B B B B B B B 22 22 23 24 24 24 24 24 24 24 24 24 MAX POST LENGTH POST MIN FOOTER 8' 10' - 12 SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d" "d" • "d" "d" On) On) On) (in) 12' -7" B 26 26 28 29 17-4" B 26 26 28 29 12' -1" B 27 27 27 29 11' -9" B 27 27 27 28 11'-6" B 28 28 28 28 11' -3" B 28 2B 28 28 10' -10" B 29 29 29 29 10'-4' B 29 29 -29 29 10'-0' B 30 30 30 30 9' -7" B 31 31 31 31 9-4" C 31 31 31 31 9•-0" C 31 31 31 31 8' -9" C 32 32 32 32 13'-6" C 32 32 32 32 8' -3" C 33 33 33 33. 13' -11" 13' -8" 13' -5" 13' -1" 12' -9" 12' -6" 12' -2" 11' -11" 11' -7" 11' -1" 10'6" 16 -3" 9' -10" A A A B B B B B B B B B C C C 24 25 25 26 26 27 27 28 28 29 30 30 31 31 32 27 27 26 26 26 27 27 28 28 29 30 30 31 31 32 28 28 28 28 28 27 27 28 28 29 30 30 31 31 32 30 29 29 29 29 29 29 28 28 29 30 30 31 31 32 130 MPH EXPOSURE B 4 4.5 5 5.5 6 .65 7 7.5 8 9 10 12 13 14 1T -0" 15' -1" 13' -7" 12' -4" 11'-4" 10' -5° 9' -1" 8' -6" 7-6" 6 -9" 6 -2" 5 -8" 5-2. 4' -10" A A A A A A A A A A A A A A A 8' -11" 8'-4" 8, -1" T -11" T -9" 6-6" 6 -3" 6 -2" 4,4" A A A A A A A A A A A A A A 22 23 23 24 24 25 25 25 26 26 26 26 26 26 26 25 25 25 25 24 25 25 25 26 26 26 26 26 26 26 26 26 26 26 26 26 26 25 26 28 26 26 26 26 26 28 28 27 27 27 27 27 27 26 26 26 26 26 26 26 B'5" 8' -3" 8, -1" T -10" T-8" T-6' 7'-4" 7 -1" 6 -1" 5 -10" 4' -11" 4 -B" A A A A A A A A A A A A A A A 22 22 23 23 24 24 25 25 26 26 26 26 26 26 27 24 24 24 24 24 24 25 25 26 26 26 26 26 26 27 25 25 25 25 25 25 25 25 26 26 26 26 26 26 27 26 26 26 26 26 26 26 26 26 26 26 26 26 27 12' -5" 12• -3" 12' -0" 11' -9" 11' -5" 11' -2" • 10' -11" 10' -8" 10' -6" 10'-0" 6 -8" 9-3" 6 -11" 8'-4" A A A A B B B B B B B B B B C 24 25. 26 26 27 27 28 28 29 30 30 31 31 32 32 27 27 27 27 27 27 28 28 29 30 30 31 31 32 32 29 28 28 28 28 28 28 26 28 30 30 31 31 32 32 30 30 30 29 29 29 29 29 29 30 30 31 31 32 32 GENERAL INSTRUCTIONS FOR THESE TABLES CHOOSE FREESTANDING OR ATTACHED STRUCTURE CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT DETERMINE WIND AND SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) CHOOSE A PANEL FROM TABLES 1-1 TO 1.4 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. DETERMINE TRIBUTARY WIDTH FROM TABLE 7.2, 7.7 OR 7.12 CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE SCO2 -2003 CHOOSE A HEADER FROM TABLES 7.1, 7.6 OR 7.11 THAT HAS 0.042'x3 "x8" Header Double 0.032"50"x6.625" Header Double 0.042"x3"x8' Header Attached Structure Freestanding or Multispan Units Attached Structure Freestanding or Multispan Units Attached Structure LIVE LOAD (PSF) TRIB WIDTH MAX POST SPACING ON SLAB (FT) POST REO'D FOR SLAB MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE (in) MAX POST LENGTH B' ' 10' 12' CONSTRAINED FOOTER On) On) On) MAX POST SPACING (FD MIN POST TYPE FOOTER SIZE "d" (in) _ (In) (in) (in) MAX POST LENGTH B' 10' 17 CONSTRAINED FOOTER MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE (in) Freestanding or Muttispan Units MAX POST LENGTH 8' ' 10' 12' CONSTRAINED FOOTER "C "d" "d" (in) (in) (in) 20 110 MPH 4 4.5 5 55 6 65 7 7.5 10 11 12 EXPOSU 8' -11" 7' -11" 6 -5" 5' -11" 3' -11" 3' -2" 7 -11" RE C A A A A A A A A A A A A A 5, -5" 8' -11° 8 -2" 7,7" 7, -0" 6-6" 6 -2' 5' -5" 4' -11" B B B B B B B B B 21 22 22 23 23 23 23 23 23 23 23 23 23 24 24 24 24 24 23 23 23 23 23 23 23 23 26 26 26 25 25 24 24 24 23 23 23 23 23 27 27 27 27 26 26 25 25 24 24 23 23 23 B, -5" 9 -1" 8• -10" 8' -0" 6 -11" 6 -10" B B B B B B B 21 20 21 21 22 22 22 22 22 22 22 22 22 24 23 23 23 23 23 22 22 22 22 22 22 22 25 25 25 25 24 24 24 23 23 22 22 22 22 26 26 26 26 25 25 25 24 24 23 23 22 22 13' -5" 13' -2" 12' -11" 12' -7" 12 -1" 11' -7" 11' -2" 10' -10" 10' -6 9 -11" 8' -11" B B C C C C C C C D D ID D 24 23 24 24 25 25 25 26 26 26 27 27 27 27 26 26 26 26 26 25' 26 26 26 27 27 27 TABL 28 28 28 2B 27 27 27 27 26 26 27 27 27 E 7.11 29 29 29 29 29 28 28 28 28 27 27 27 27 C 20 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 6-11" 7 -11" T -1" 6 -5" 5' -11" 5' -5" 5' -1" 4' -9" 4' -5" 3' -11" 3' -6" 3' -2" A A A - A A A A A A A A A 8' -8" 8'-6" 8'-4" 8' -2" 8'-0' T -7" T-0" 6-6" 6' -2 5' -5" 4' -11" 4' -5" A B B B B B B B B B B B 22 22 23 24 24 24 24 24 24 24 24 24 25 25 25 25 24 24 24 24 24 24 24 24 26 26 26 26 26 25 25 25 24 24 24 24 28 27 27 27 27 27 26 26 25 25 24 24 8' -7" 8' -8' B'-4" 8' -1" 7 -11" 7' -9" T -5" 6 -11" 6' -6" 5 -10" 6-3" 4' -9" A B B B B B B B B B B 8 22 22 23 24 24 25 25 25 25 25 25 25 24 24 24 24 24 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 27 27 26 26 26 26 26 25 25 25 25 25 12' -3" 12-1" 11' -10" 11' -7" 11' -4" 11' -1" 10' -10" 10' -7" 10' -4" 9' -11" 9' -5" 8' -11" 8 B B C C C C C C D D 13 24 25 26 27 27 28 28 29 29 30 30 31 27 27 27 27 27 28 2B 29 29 30 30 31 29 29 28 28 28 28 28 29 29 30 30 31 30 30 30 30 29 28 29 29 29 30 30 31 EC 20 4 4.5 5 5.5 6 6.5 7 7.5 8 8' -11" 7 -11" 7' -1" 6 -5" 5' -11" 5' -5" 5' -1" 4' -9" 4' -5" A A A A A A A A A 6 -0" 7-10" 7' -8" 6 -9" 6 -7" 6 -6" S -B" 5' -7' 5' -5" A A B B B B B B B 22 23 24 23 24 24 24 24 25 25 25 25 24 24 24 24 24 25 27 27 27 26 _ 26 26 25 25 25 28 28 28. 27 27 27 26 26 26 7.6" 7' -7" T -5" 2-3" 7-1" 6' -3" 6 -2" 6-0" 5' -10" A A B B B B B B 8 22 23 23 24 25 24 25 25 25 24 24 24 24 25 24 25 25 25 26 26 26 25 25 25 25 25 25 27 27 27 27 26 26 26 25 25 10' -11" 10' -9" 10' -7" 10'-4" 10' -2" 9' -11" 9' -8" 9'-6" 9'-4" B B B 8 0 C C C C 25 28 26 27 28 28 29 29 30 27 27 27 27 28 28 29 29 30 29 29 29 29 29 28 29 29 30 30 30 30 30 30 3D 30 29 30 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 7.4, 7.9 OR 7.14. 9. FIND THE OIC SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 1.11 10. USE THE APPROPRIATE DETAILS - FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 7.1, 7.6 OR 7.11 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 TABLE 7.13 Post Requ remen s for Attached Structures Post Description Max POST Height Twin 0.032'x1.5 "x1.5" 8' A Clover 0:024 "x3 "X3". Alum 12 A 0.024 "Post wtth Sideplates 10` A Clover 0:040"x3 "x3' Alum 12' B Colonial 0.062' Extruded 12' C 0.041"x3"X3" Steel Clover 12 D 0.041 "x3 "x3" Steel Clover 8' 0.188"x3"x3" Steel Square 15' F 0.188'x4'x4" Steel Square 18' Table 7.15 Post Substitutes Square Circular 0.041 "x3 "x3" 0.188 "x3 "Diameter 0.188'x3 "x3" 0.188 "x4 "Diameter 0. 188"x4"x4" 0. 188"x5"Diameter 0.188'x5 "x5" 0.188 "x6"Diameter TABLE 7.14 Post Requirements for Freestanding Structures Post Description Colonial 0.062" Extruded 0.041'S0'x3" Steel Clover 0.04153 "x3" Steel Clover 0.188 "x3 "x3" Steel Square 0.188 "x4 "x4" Steel Square NON- CONSTRAINED Max POST Height 8 15 18 18 18 D E G (Os \11' - t r'6 d' CONSTRAINED i EXPIRES 02 -25- 2/15/2004 3.0 POST SPACINGS FOR PATIO AND COMMERC AL COVERS USING STEEL HEADERS IN HIGH WIND 10 (0.105 ") 12 Ga 3 "x8" Steel C 1T -0" 15' -1" 13' -7" 17-4" 11'-4" Attached Structure Freestanding or Multispan Units LIVE LOAD (PSF) TRIB 'WIDTH (FT) MAX POST SPACING ON SLAB (FTI POST REO'D FOR SLAB MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" (in) MAX POST LENGTH 17 I 15' I 18' CONSTRAINED FOOTER "d" "d" "d" (in) (in) (in) 10 4 4.5 5 5.5 6 1T -0" 15' -1" 13' -7" 17-4" 11'-4" A A A A A 2T -5" 26-11" 26 -3" 24' -2" 23' -7" B C C C C 27 28 28 28 29 32 32 32 31 31 34 34 34 33 33 36 35 35 34 34 15' -5" 14' -7" 13' -10" 13' -2" 17 -7" 11' -5" 11' -0" 10' -7" 10' -3" 9' -7" l9' -1" 8' -2" 7' -9" 7' -5" 6.5 10' -5" A 21' -10" C 29 30 32 34 28 28 27 27 26 26 26 25 25 25 - 24 24 24. 23 7 9-8" A 21' -4" C 30 30 32 33 7.5 9' -1" A 2o*-10° C 30 30 32 33 8 8,6" A 20 -5" D 30 30 32 33 9 7-6" A 18' -9" D 31 31 31 32 10 6 -9" A 18• -1" 0 32 32 32 32 • 11 6 -2" A 16-8" D 32 32 32 32 12 5' -8" A 16 -0" D 32 32 32 32 13 S -2" A 16-4" D 33. 33 33 33 14 4' -10" A 14 =10" D - 33 33 33 33 15 4'-6" A 14' -4" D 33 33 33 33 16 4' -3" A 13' -2" D 33 33 33 33 17 4'-0° A - 12' -9" D . 33 33 33 33 100 MPH EXPOSURE C 10 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12. 13 14 15 . 16 17 17-4" 15' -r . 13,7" 12'-4" 11'-4" 10' -7 9'-0" 9' -1" 8'-6" T -5" 6' -9" 6 -2" 5' -B" 5• -2" 4' -10" 4'-6" 4' -3" 4'-0" A A A A A A A A A A A A A A A A A A 24' -7 23' -10" 23' -5" 23' -0" 27 -7" 20-10" 21'-4" 20 -10" 20 -5" . 18' -9" 18' -1" 16-8" 16 -D" 15'-4" 14' -10" - 14'-4" 13' -2" 17 -9" - B B C C C C C C D D D 0 D D D D D D 27 28 29 30 30 31 31 32 32 33 33 33 34 34 35 35 35 32' 32 32 32 32 32 31 32 32 33 33 33 34 34 35 35 35 35 34 34 34 34 34 33 33 33 33 33 33 33 34 34 35 . 35 35 35 36 36 36 36 35 35 35 35 34 34 33 33 34 34 35 35 35 35 110 MPH EXPOSURE B 10 4 4.5 5 5:5 6 6.5 17-0" - 15' -1" 13' -7" 12-4" 11'-4" . -- 10 -5" A A A A A A 24'-8" 24'-4" 23' -11" 27-6" 23 =1" 21• -10" B 6 C C C C 27 28 29 30 30 31 33 33 32 32 32 32 34 34 34 34 34 33 36 36 36 36 35 35 15' -5" 14' -7" 13' -10" 13' -2" 17 -7" 11' -5" 11' -0" 10' -7" 10' -3" 9' -7" l9' -1" 8' -2" 7' -9" 7' -5" 7 9'-8" ' A 21'-4" C 31 31 33 35 28 28 27 27 26 26 26 25 25 25 - 24 24 24. 23 7.5 9' -1" A 20 -10" C - 32 32 33 35 8 8•-6" A 20 -7 D 32 32 33 34 9 7'-8" A 18'-9" D 32 32 32 34 10 6-9" A 18'-1" D • 33 33 33 33 11 -6' -2" A 16 -8" 0 33 33 33 33 12 5'-8' A 16 -0" D 34 34 34 34 13 5' -7 A 15-4" D 34 34 34 34 14 4' -10" A 14' -10" D 35 35 35 35 15 4'-8" A 14'-4" D 35 35 35 35 16 4'-3" A 13' -2" D 35 35 35 35 17 4'47' A 17 -9" D 35 35 35 35 110 MPH EXPOSURE C 10 4 17'-0" -I A 21' -9" 4.5 15' -1" A 216" B 28 33 B 29 33 (0.075 ") 14 Ga 3 "x8" Steel C Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "4" On) MAX POST LENGTH 12' I 15' I 18• CONSTRAINED FOOTER "d" I "d" I "d" On) On) On) (0.060 ") 16 Ga 3 "x8" Steel C Attached Structure Freestanding or Multispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" (in) MAX POST LENGTH 12' 15' 18' CONSTRAINED FOOTER "d" I "E" I "d° On) On) On) 21'-8" 19 -11" 19' -4" 17' -10" 17-5" 16' -11" 15' -6" 15' -0" 14' -2" 13' -5" 12' -9" 17 -2" 11 -1" 10' -8" 10 -3" 9' -11" B B B B B C B C C C C C C C • C C D 25 26 26 26 26 27 27 27 28 28 29 29 29 29 30 30 30 30 31 30 30 29 29 29 29 28 28 28 29 29 29 29 30 30 30 30 32 32 31 31 31 30 30 30 29 29 29 29 29 29 30 30 30 30 34 34 33 33 32 32 32 31 31 30 30 29 29 29 30 30 30 30 18' -8° 18' -0" 16 -3" 15' -5" 14' -9" 14' -1" 13• -7" 13' -1" 12' -r 11'-6" 10'-6" 10' -0" 9'-0" 7• -11" T -7" B B B B B B B B B B B B B C C C C C 23 24 24 25 25 25 25 26 26 26 - 26 27 27 27 28 28 28 28 26 26 26 25 25 25 25 26 26 26 26 27 27 27 28 28 28 28 - 28 28 27 27 26 26 26 '26 28 26 26 27 27 27 28 28 28 28 29 28, 28 28 27 27 27 27 28 26 27 27 27 28 28 28 28 19-11" 19 -r 19 =3" 18' -11" 17' -10" 17• -5" 16' -11" 15'-0" 15'-0" 14' -2" 13' -5" 12' -9'" 12' -2" 11' -I" 10. -0" 10' -3" 9 -11" 9 -7" B B C B C C C C C C C C C D 25 26 27 28 28 28 29 29 29 30 30 31 31 31 31 32 32 32 31 31 31 31 30 30 30 29 29 30 30 31 31 31 31 32 32 32 33 33 32 32 32 32 31 31 31 30 30 31 31 31 31 32 32 32 34 34 34 33 33 33 32 32 31 31 31 31 31 31 32 32 32 17 '-5° 17' -3" 16' -3" 15' -5" 14' -9" 14' -1" - 13' -7" 13' -1" 12' -7" 11' -9" 10 -6" 10•.0" 9' -0" 8' -r 8,3" 7' -11" B B B B B B B B B B B C C C C 24 25 25 26 26 27 27 27 27 28 28 28 29 29 29 29 30 30 27 27 27 26 26 27 27 27 27 28 28 28 29 29 29 29 30 30 29 29 28 28 27 27 27 '27 27 28 28 28 29 29 29 29 30 30 30 29 29 29 28 28 28 28 28 28 28 29 29 29 29 30 30 20'-4" 20'-0" 19 -8" 19-4" 17' -10" 17 -5' 16-11" 15'-6" 15'-0" 14' -2' 13' -7 12• -8" 12' -7 11' -1" 10'-8" 10' -3" 9 -11" 9 -7" B e B C B C C C C C C C C C 25 26 , 27 28 28 28 29 29 29 30 30 31 31 31 31 32 32 32 31 31 31 31 30 • 30 30 , 29 29 30 30 31 31 31 31 32 32 32 33 33 32 32 32 31 31 30 30 30 31 31 31 31 32 32 32 34 34 34 34 33 33 33 32 32 31 31 31 31 31 31 32 32 32 17-10" 17 -7" 16 -3" - 15' -5" 14' -9" 14' -1" 13' -T 13' -1" 17 -7" 11' -9" 10• -6' 10' -0" 9' -0" 8' -7" 7 -11" 7 -7" B B B B B B B B B B C C C C 24 25 25 26 26 27 27 27 27 . 28 28 28 28 29 29 29 30 30 27 27 27 26 26 27 27 27 27 28 28 28 28 29 29 29 30 30 28 28 27 27 .27 27 27. 28 • 28 28 28 29 29 29 30 30 30 29 29 29 28 28 28 28 28 28 28 28 29 29 29 30 30 35 37 I 35 37 I 17 -8" 1 B I 27 I 31 I 33- 35 I I 16-6" I B 25 I 28 26 28 31 30 LIVE LOAD (PSF) TRIB WIDTH (FT) (0.1051 12 Ga 3 "x8" Steel C Attached Structure Freestanding or Multispan Units (0.075 ") 14 Ga 3 "x8" Steel C Attached Structure MAX POST SPACING ON SLAB (Fr) POST REO'D FOR SLAB 100 MPH EXPOSURE B MAX POST SPACING (Fr) MIN POST TYPE FOOTER SIZE (in) MAX POST LENGTH 12' I 15' I 18' CONSTRAINED FOOTER On) ( (in) I (in) MAX POST SPACING (Fr) MIN POST TYPE FOOTER SIZE "d" (n) Freestanding or Multispan Units (0.060") 16 Ga 3 "x8" Steel C MAX POST LENGTH 12' I 15' I 18' CONSTRAINED FOOTER (in) I On) I On) MAX POST SPACING (F Attached Structure MIN POST TYPE FOOTER SIZE "d" ON _ Freestanding or Multispan Units MAX POST LENGTH 12' 15' 18' CONSTRAINED FOOTER "8" "d" "d" On) (in) (in) 20 4 4.5 5 5.5 6 6.5 7 7.5 B 9 10 11 12 13 100 MPH 8• -11" 7 -11" 7' -I" 6' -5" 5' -11" 5' -5" 5' -1" 4' -9" 4' -5" 3' -11" 3' -6" 3• -2" 2 -11" 2' -8" EXPOSURE A A A A A A A A A A A A A A C 20 -10" 19' -1" 18' -5" 17' -0" 16' -5" 15' -9" 15' -2" 14' -8" 14' -3" 12' -9" 12' -1" 11'-6" 11' -0" 10' -7" C D D D 0 D D - D D D E E E E 24 25 25 25 •- 26 26 26 27 27 27 28 28 28 29 30 29 29 29 28 28 28 28 27 27 28 28 28 29 32 31 31 30 30 30 29 29 29 28 28 28 28 29 33 32 32 32 31 31 31 30 30 29 29 29 28 29 15' -5" 14' -7" 13' -10" 13' -2" 17 -7" 11' -5" 11' -0" 10' -7" 10' -3" 9' -7" l9' -1" 8' -2" 7' -9" 7' -5" C C C C C C C C C D 0 D D D 22 22 23 23 24 23 24 24 24 25 25 25 25 26 25 25 25 24 24 23 24 24 24 25 25 25 25 26 27 26 26 26 25 25 25 24 24 25 25 25 25 26 - 28 27 27 27 26 26 26 25 25 25 25 25 25 26 13• -0" 17 -2" 11' -5" 10' -3" 9' -9" 9'-4" 8' -11" 8'-6" 8' -2" 7' -7" T -1" 6 -8" 6' -3" 5' -8" - B B B B B B C C C C C C C C 21 21 21 21 22 22 22 22 22 23 23 23 24 23 27 26 26 25 25 25 24 24 24 23 23 23 24 23 28 28 27 27 26 26 26 25 25 25 - 24 24 24. 23 30 29 29 28 28 27 27 27 26 26 25 25 25 24 20 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 8' -11" 7' -11" 7' -1" 6 -5" 5' -11" 5' -5" 5' -1" 4' -9" 4' -5" 3• -11" 3' -6" 3' -2" 7 -11" 7 -8" A A A A A A A A A A A A A A 20' -10" 19' -1" 18' -5" 17' -0" 16-5" 15' -9" 15' -7 14' -8" 14' -3" 17 -9" 12' -1" 11' -6' 11' -0" 10' -7" C D D D 0 D D D D D E E E E 26 26 27 27 27 28 28 28 29 29 29 30 30 30 31 31 30 30 29 29 29 29 29 29 29 30 30 30 33 32 32 31 01 31 31 30 30 28 29 30 30 30 35 34 34 33 33 32 32 32 31 31 30 30 30 30 15' -10" 14' -7" 13' -0" 13' -0" 17 -7 11' -7 11' -10' 10' -2" 10' -7" 9' -5" 9' -0' 8' -7" 7-3" 7' -7" C C C C C C C C C D D D 6 0 23 24 24 25 25 25 25 25 26 26 26 26 27 27 26 26 26 25 25 25 25 25 26 26 26 26 27 27 28 27 27 27 26 26 26 25 26 26 26 26 27 27 29 29 28 28 28 27 27 26 26 28 26 26 27 27 13' -0" 12' -2" 11' -5" 10 -3" 9' -9" 9-4" 8' -11" 8' -6" 8' -2" 7' -7" 7' -1" 6' -8" 6' -3" 5' -8" 8 6 B B B B C C C C C C C C 22 22 23 23 23 23 23 24 24 24 _ 24 25 25 25 27 26 26 25 25 25 24 24 24 24 24 25 25 25 28 28 27 27 26 26 26 25 25 25 24 25 25 25 30 29 29 28 28 27 27 27 26 26 25 25 25 25 110 MPH EXPOSURE B - 20 4 4.5 5 5.5 6 6.5 7 7.5 B 9 10 11 12 8' -11" 7' -11" 6 -5" 5' -11" 4' -9" 3,11" 3' -6" 7 -11" A A A A A A A A A A A A 20• -10" 19' -1" 18' -5" 17'-0" 16 -5" 15' -9" 15' -2" 14,8" 14' -3" 12' -9" 12' -1" 11' -6" 11' -0" 26 26 27 27 27 28 28 28 29 29 29 30 30 31 31 30 30 29 29 29 29 29 29 28 30 30 33 32 32 31 31 31 31 30 30 29 29 30 30 35 34 34 33 33 32 32 32 31 31 30 30 30 15' -5•' 14' -7" 13' -10" 13' -2" 12' -7" 11' -5" 11' -0" 10 -r 10' -3" 9' -7" 9 -1" B' -2" 7 -9" C C C C C C C C C D 0 D D 23 24 24 25 25 25 25 25 26 26 26 26 27 26 26 26 25 25 25 25 25 26 26 26 26 27 28 27 27 27 26 26 26 25 26 26 26 26 27 29 29 28 28 28 27 27 26 26 26 26 26 27 13' -0" 12' -2" 11' -5" 10• -3" 9'-9" 9'-4" 8' -11" 8' -6" 8' -7 7 -1" 6•-9 "" 6 -3" B B B B 6 C C. C C C C 22 22 23 23 23 23 23 24 24 24 24 25 25 OVER - HANG (FT) a 1' 2 25' 3' 3.5' 4' 4.5' 5' 6 8' 10' 11' TABLE 8.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 17 13' 14' 15' 16 17' 18' 19' 20' 21' 22' 23' 4' 4.5' 5' 5.5' 6' 6.5' 7 7.5' 8' 8.5' 9' 9.5' 10' 105' 11' 11-5' 4.5' 5' 5.5' 6' 6:5' T 7 -5' B' B -S 9' 9.5 10' 10.5' 11' 11 -5' 17 5' 5.5' 6' 6.5' 7 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12 -5' N/A 5.75' 625' 6.75' 7.25' 7.75' 8.25' 8.75' 9.25' 9.75' 10.25' 10.75' 11.25' 11:75' 1225' 12.75' N/A WA N/A 7 7.5' 8' 8.5'. 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 13' N/A WA N/A N/A N/A 825' 8.75' 9 -25' 9.75' 10.25' 10.75' 11.25' 11.75' 12.25' 12.75' 13.25' WA N/A N/A N/A N/A N/A 9' 9.5' 10 10.5' 11' 11.6 17 125' 13' 13.5' N/A N/A N/A N/A N/A N/A N/A N/A 1025' 10.75' - 11-25' 11.75' 1225 12.75' 13.25' 13 -75' N/A N/A N/A N/A N/A WA WA N/A N/A NIA 115' 12' 125' 13' 13.5' 14' N/A N/A WA N/A N/A N/A N/A WA WA WA N/A N/A N/A 135' 14' 14 -5' N/A WA N/A N/A N/A N/A N/A N/A N/A WA N/A N/A N/A WA N/A N/A • 28 27 27 26 26 26 25 25 29 29 28 28 27 27 27 26 25 26 24 26. 24 25 25 25 LE 31 30 30 29 29 28 28 28 27 27 28 26 26 f, r Iti'i 1:1 �v DST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING 120 MPH EXPOSURE B 4 4.5 5 5.5 6 6.5 7.5 a 9 10 11 12 13 14 17'-0" 15' -1" 13' -7" 12• -4" 11'-4" 10' -5" 7 -6" 6• -9" 6 -2" 4' -10" A A A A A A A A A A A A A A A 27 -8" 27 -4" 21' -11" 21' -7" 21' -2" 20' -9" 20-4" 19' -11" 19,7" 16'-9" 18• -1" 16 -8" 16-0" 15' -4" 14• -10" B B B C C C C C C D O D D 0 D 28 29 30 31 31 32 33 33 34 34 35 35 36 36 37 33 33 33 33 33 33 33 33 34 34 35 35 36 36 37 35 35 35 35 35 34 34 34 34 34 35 35 36 36 37 37 37 37 36 36 36 36 36 36 35 35 35 36 36 37 (0.075 ") 14 Ga 3'538" Steel C (0.105 ") 12 Ga 3'538" Steel C Attached Structure Attached Structure Freestanding or Multispan Units TRIB MAX POST MAX MIN FOOTER MAX POST LENGTH WIDTH POST REO'D POST MIN FOOTER 17 15' 18' (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER On) ON SLAB SLAB (FT) TYPE "d" "d" "d" "9" B (FT) 31 33 34 (in) (in) (in) (In) 5.5 17-4" A 20' -9" B 30 33 wm. m rn m 36 6 11'4" A 20' -5" C 31 33 36 6.5 10' -5" A 20'-0" C 32 32 36 7 9'-8" A 16 -8" C 32 32 36 7.5 9' -1" A 19 -3" C 33 33 36 8 5'-6" A 18' -11" C 33 33 35 9 7' -6" A 18' -3" D 34 34 35 10 6 -9" A 17 -B" D 35 35 35 11 6-2" A 16' -8" 0 36 36 36 12 5' -8" A 16' -0" D 36 36 36 13 5-2" A 15-4" D 37 37 37 14 4' -10" A 14' -10" D 37 37 37 15 4' -6" A 14' -4" D 38 38 38 16 4' -3" A 13' -T D 37 37 37 17 4' -0" A 12' -9" D 38 38 38 120 MPH EXPOSURE B 4 4.5 5 5.5 6 6.5 7.5 a 9 10 11 12 13 14 17'-0" 15' -1" 13' -7" 12• -4" 11'-4" 10' -5" 7 -6" 6• -9" 6 -2" 4' -10" A A A A A A A A A A A A A A A 27 -8" 27 -4" 21' -11" 21' -7" 21' -2" 20' -9" 20-4" 19' -11" 19,7" 16'-9" 18• -1" 16 -8" 16-0" 15' -4" 14• -10" B B B C C C C C C D O D D 0 D 28 29 30 31 31 32 33 33 34 34 35 35 36 36 37 33 33 33 33 33 33 33 33 34 34 35 35 36 36 37 35 35 35 35 35 34 34 34 34 34 35 35 36 36 37 37 37 37 36 36 36 36 36 36 35 35 35 36 36 37 (0.075 ") 14 Ga 3'538" Steel C (0.105 ") 12 Ga 3 "x8" Steel C Attached Structure Freestanding or Multispan Units MAX Attached Structure Freestanding or Multispan Units MAX POST. LENGTH POST MIN FOOTER 17 15' 18' SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d" "d° "d" "d" 6 On) (in) On) (in) 17-.1" B 29 31 33 35 16 -9" B 29 31 33 34 16 -5" B 30 31 33 34 16' -2" B 30 31 33 34 15'-6" B 31 31 32 34 15'-0" C 31 31 32 33 14• -2" C - 32 32 32 33 13' -5" C 32 32 32 33 17 -9" C 33 33 33 33 12' -2" C 33 33 33 33 11' -1" C 33 33 33 33 10' -B" C 33 33 33 33 .10' -3" C 34 34 34 34 9 -11" C 34 34 34 34 9' -7" D 34 34 34 34 20'-4" 20• -0" 19' -8" 19' -4" t7-10" 17• -5" 16' -11" 15•-6" 15 -0" 14' -7 13' -5" 17 -9" 12' -7 11' -1" 10' -8" B B B B B B C B C C C C C C C 27 28 29 30 30 30 31 30 31 31 32 32 33 33 33 32 32 32 32 31 31 31 30 31 31 32 32 33 33 33 34 34 34 34 33 33 33 32 32 31 32 32 33 33 33 36 36 36 35 35 35 34 34 33 33 32 32 33 33 33 (0.060 ") 16 Ga 3'538" Steel C (0.105 ") 12 Ga 3 "x8" Steel C Attached Structure Freestanding or Multispan Units MAX Attached Structure Freestanding or Multispan Units MAX POST LENGTH POST MIN FOOTER 17 15' 18' SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d" "d" "d" - '9" 6 (in) On) (in) (In) 15' -0" B 27 27 29 30 14' -9" B 28 28 29 30 14' -1" 8 28 28 28 30 17-7" 0 29 29 29 30 13' -1" B 29 29 29 29 12' -7" 8 29 29 29 29 11' -9" B 30 30 30 30 10'-6" B 30 30 -30 30 10'-0" B 30 30 30 30 9' -5" B 30 30 30 30 9-0" C 31 31 31 31 5' -7" C 31 31 31 31 8' -3" C 31 31 31 31 T -11" C 32 32 32. 32 T -7" C 32 32 32 32 16-4" 16 -1" 16- -10" 15' -5" 14' -9" 14 -1" 17-7" 13' -1" 12' -7" 11' -9" 10'-6" 10-0" 9 -5" 9 -0" 8' -T A B B B B B B B C C 25 26 27 27 28 28 28 29 29 30 29 30 30 31 31 28 28 28 27 28 28 28 29 29 30 29 30 30 31 31 29 29 29 29 29 28 28 29 29 30 29 30 30 31 31 31 31 31 30 30 30 29 29 29 30 29 30 30 31 31 130 MPH EXPOSURE B 4 4.5 5 5.5 6 6.5 7.5 B 9 10 11 12 13 14 1T -0" 15' -1" 13' -7 12'-4" 11'-4" 10 =5" 9' -B" 9 -1" 8• -6" 7• -6" 6 -9" 5' -8" 5' -2" 4' -10" A A A A A A A A A A A A A A A 20' -11" 20• -7" 20' -3" 19' -11" 19'-6" 19' -2' 18,6 16 -5" 18'1" 17-5" 16-9" 16' -3" 15' -9" 15' -3" 14• -10" B B B B C C C C C 0 D D D D 29 30 31 31 32 33 33 34 34 35 36 37 38 38 39 34 34 34 34 33 33 33 34 34 35 38 37 38 38 39 36 36 36 36 35 35 35 35 35 35 36 37 38 38 39 38 37 37 37 37 37 37 36 36 36 36 37 38 38 39 17 -2" 16' -11" 19-8` 16'-4" 16-0" 15' -9" 15' -5" 15' -2" 14' -10" 14' -7 13' -5'" 12 =9" 12' -7 11' -1" 10' -8" B B B B B B ,B B C C C C C C C 27 28 29 29 30 31 31 32 32 33 34 34 35 35 35 32 32 32 32 32 32 32 32 32 33 34 34 35 35 35 34 34 34 34 34 34 33 33 33 33 34 34 35 35 35 36 36 36 35 35 35 35 35 35 34 34 34 35 35 35 15' -1" 14' -10" 14' -7" 14'-4" 14' -1" 13' -10" 13'-6" 13' -1" 17 -T 11'-9' 10'-6" 16-0" 9 -5" 9-0" B' -7• A B B B B B B B 8 B B B C 26 27 27 28 29 29 30 30 31 31 31 31 32_ 32 33 26 28 28 28 29 29 30 30 31 31 31 31 32 32 33 30 30 30 30 29 29 30 30 31 31 31 31 32 32 33 31 31 31 31 31 31 31 30 31 31 31 31 32 32 33 ;ENERALINSTRUCTIONS FOR THESE TABLES :NOOSE FREESTANDING OR ATTACHED STRUCTURE ; HOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT )ETERMINE WIND AND SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) :NOOSE A PANEL FROM TABLES 1.1 TO 1.4 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS - IETERM INE TRIBUTARY WIDTH FROM TABLE 8.2 OR 8.7 :ALCULATE FROM TRIBUTARY DIAGRAM ON PAGE SCO2 -2003 : HOOSE A HEADER FROM TABLES 8.1 OR 8.6 THAT HAS r=/71 1.6T= D7 CT '005(`1511'_ 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 8.4 OR 8.9 9. FIND THE 0/C SPACING OR 8 OF FAST bNERS FOR ATTACHING TO WALL FROM TABLE 10.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM -SLAB SPACING FROM TABLE 8.1 OR 8.6 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 el AD In Clll I ll■nl n n41n 40 C00, 01 nDf11/C 120 MPH EXPOSURE C 20 (0.105 ") 12 Ga 3 "x8" Steel C (0.075 ") 14 Ga 3'538" Steel C (0.060) 16 Ga 3 "x8" Steel C 19 -11" 19' -1" 18' -5" 1T-0" Attached Structure Freestanding or Multispan Units 34 34 33 33 Attached Structure Freestanding or Multispan Units 15' -5" 14' -7" 13• -10" 13' -7 Attached Structure Freestanding or Multispan Units LIVE TRIB MAX POST MAX 25 25 26 26 30 30 30 29 MAX POST LENGTH MAX 6 MAX POST LENGTH MAX 16' -5" D MAX POST LENGTH LOAD WIDTH POST RECD POST MIN FOOTER 12' I 15' I 16' POST MIN FOOTER 17 I 15' I 18' POST MIN FOOTER 17 I 15' 18' (PSF) -(FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING. POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER B 26 ON SLAB SLAB (FT) TYPE "9" "8" "9" "8° (FT) TYPE "d" "d" 1 "9" "d" (FT) TYPE "d" "d" "d" "9'. 8' -11" C (FT) -. 28 29. 31 (in) (n) (n) On) 14• -8" D (In) (in) On) (n) 10' -7" C (n) (n) On) On) - 29 110 MPH EXPOSURE C TABLE 8.1 20 4' 8' -11" A 20' -10" C 27 33 35 D 15' -5" C 25 fV N N N N N N N N N N N ry l 29 30 13' -0" B 23 29 31 32 27 4.5 7' -11" A 19' -1" D 28 32 34 D 14' -7" C 24 29 30 17 -2" B 22 29 30 32 C 5 7-1" A 18' -5* D 28 32 34 12' -1" 13- -10" C 24 28 30 11' -5" 8 23 28 30 31 T -1" 5.5 6 -5" A 17'-0" D 28 31 33 A 13• -2° C 25 28 29 10' -3" 8 23 28 29 30 30 6 5' -11" A 16' -5" D 29 31 33 17 -7" C 25 28 29 9' -9" 8 23 27 29 30 6.5 5' -5" A 15' -9" D 29 31 32 11' -5" C 25 27 28 9' -4" B 23 27 28 30 7 5 -1" A 15' -2" D 30 30 32 W 11• -0" C 25 27 28 8' -11" C 23 27 28 29 7.5 4• -9" A 14' -8" D 30 30 32 10' -7" C 25 27 28 8'-6" C 24 26 28 29 8 4' -5" A 14' -3" D 30 30 32 10' -3" C 26 26 28 6' -2" C 24 26 28 29 9 3' -11" A 17 -9" D 30 30 31 9' -7" D 26 26 27 T -7" C 24 26 27 28 10 3' -6" A 17 -1" E 31 31 31 9' -1" D 26 26 27 7' -1" C 24 25 27 28 11 3' -2" A 11' -6" E 32 32 32 8• -2" D 26 26 26 6 -8" C 25 25 26 27 12 2' -11" A 11'-0" E 32 32 32 T -9" D 27 27 27 6 -3" C 25 25 26 27 120 MPH EXPOSURE C 20 4 4.5 5 5.5 8' -11" 7' -11" 7' -1" 6-5" A A A A 19 -11" 19' -1" 18' -5" 1T-0" C 0 D D 29 29 30 30 34 34 33 33 36 35 35 34 38 37 37 36 15' -5" 14' -7" 13• -10" 13' -7 C C C C 26 27 27 28 29 28 28 28 30 30 30 29 32 31 31 31 13' -0" 17 -2" 11'-5" 10' -3" B B B B 25 25 26 26 30 30 30 29 32 32 31 30 34 33 33 32 6 5' -11" A 16' -5" D 31 32 34 36 12' -7" C 26 28 29 30 - 9 -9" B 26 28 30 31 6 6.5 5' -5' A 15 -9" D 31 32 34 35 11' -5" C 28 - 28 28 30 9' -4" , B 26 28 30 31 5' -5" 7 5' -1" A 15 -2" D 32 32 .34 35 11' -0" C 28 28 28 29 8' -11" C 26 -. 28 29. 31 A 7.5 4' -9" A 14• -8" D 32 32 33 35 10' -7" C 29 29 29 - 29 8' -6 C 27 27 29 30 14' -8" 8 4'-5" A 14' -3" D 32 32 33 34 10' -3" C 29 29 29 28 8' -2" C 27 27 29 30 D 9 3' -11" A 17 -9" D 32 32 32 34 9' -7" D 29 29 29 29 7-7. C 27 27 28 30 10 3• -6" A 12' -1" E 33 33 33 33 . 9' -1" D 30 30 30 30 T -1" C 28 28 28 29 11 3' -7 A 11'-6" . E 33 33 33 33 8' -2" 0 - 30 30 3C 30 6-8" C 28 28 28 29 130 MPH EXPOSURE C 20 4 4.5 5 8' -11" 7' -11" 7' -1" A A A 18' -5" 18' -2" 17 -10" C C D 29 30 31 35 34 34 37 -36 36 38 38 38 15' -2" 14' -7" 13' -10" I U 0 U 0 I 28 28 29 - 30 29 29 31 31 31 33 33 32 13' -0" 12' -2" 11'-5" B B B 26 27 27 32 31 31 34 33 32 35 35 34 5.5 6 -5" A 17 -0" D 32 34 36 38 13' -2" 29 29 30 32 10' -3" B 27 30 32 33 6 5' -11" A 16 -5" D 32 34 36 37 17 -7" 30 30 30 31 9' -9" B 27 30 31 33 6.5 5' -5" A 15' -9" D 33 33 35 37 11' -5" 30 30 30 31 7-4" B 28 29 31 32 - 7 5' -1" A 15' -7 D 33 33 35 36 11' -0" 30 30 30 30 8• -11" C 28 29 31 32 7.5 4• -9° A 14' -8" D 34 34 35 36 10' -7" 30 30 30 30 8'-6" C 28 29 30 32 8 4' -5" A 14' -3" D 34 34 34 36 10• -3" 30 30 30' 30 8• -2" C 28. 28 30 31 TABLE 8.3 Post Requi ements for Attached Structures Post Description Max POST Height Twin 0.032 "x1.5531.5" 8' A Clover 0.024"1'03 x3" Aium 12' A 0.024 °Post with Sideplates 10' A Clover 0.040 "x3"x3" Aium 12' Colonial 0.062" Extruded 12' C 0.041 "x3 "x3" Steel Clover 12' D 0.041 "x3 "x3" Steel Clover 8' E 0.188 "53 "x3" Steel Square 15' 0.188 "x4'x4" Steel Square 18' G Table 8.5 Post Substitutes Square Circular 0.041 "x3 "x3" 0.188'x3 "Diameter 0.188 "x3 "x3" 0.188'x4 "Diameter 0.188 "x4 x4" 0.188 "x5 "Diameter 0.188 "x5 "x5" 0:188'x6 "Diameter TABLE 8.4 Post Requi ements for Freestanding Structures Post Description Max POST Height 0.041'X3 "x3" Steel Clover 8 E 0.188'X3'533" Steel Square 15 F 0.188534'534 ". Steel Square 18 . G 0.188'535535" Steel Square 18 H N❑N- CONSTRAINED P ❑ST CONSTRAINED FOOTER EXPIRES 02-25 - 2/15/2004 Pane, 9A of 3d 8.9 POST. SPACINGS FOR PATIO AND COMMERCIAL COVERS USING STEEL HEADERS IN HIGH WIND AREAS 12 ga 3.5 "x10" Steel C Beam LIVE LOAD (PSF) TRIB WIDTH (FT) MAX POST SPACING ON SLAB (FT) POST REO'D FOR SLAB MAX POST SPACING (Fn 10 100 MPH EXPOSURE B 4.5 5 5.5 6 6.5 7 7.5 8 9 10 - 11 12 13 14 15 16 17 17' -0" 15' -1" 13' -r 12-4" 11' -4" 10' -5" 9'-8" 8'-6" T-6" 6 -9" 6 -2" .5• -2" 4' -10" 4'-6" 4'-0" 100 MPH EXPOSURE C A A A A A A A A A A A A A A A A A A - 10-0" 9' -10` 9' -8" 9-0' 7_11" T -9" T -1" 6' -10" 6 -T' 6-3" 5' -9" 5'-6" 5'4" 5'-0" 0.041 "x3 "x3" Steel Cloverleaf Freestanding or Muttispan Units MAX POST LENGTH 8' I 10 I 12 CONSTRAINED FOOTER d. (n) (in) I (in) Attached Structure MIN POST TYPE A A A A A A A A A A B B B B B B B FOOTER SIZE (in) 19 20 20 21 21 21 22 22 22 23 23 24 23 24 24 24 25 20 20 20 21 21 21 22 22 22 22 23 23 24 23 24 24 24 25 21 21 21 21 21 21 22 22 22 22 23 23 24 23 24 24 24 25 22 22 22 21 21 21 22 22 22 22 23 23 24 23 24 24 24 • 25 10 4 4.5 5 5.5. 6 6.5 7 7.5 8 9 10 11 12 13 14 15 16 17 1T-0" 15' -1" 13' -7" 12'-4° 11'4" 10' -5" 9 -8' 8' -6' T -B' 6 -2 5' -2" 4' -10" 4' -6" 4' -0. 110 MPH EXPOSURE B A A A A A A A A A A A A A A A A A A 9 -r 8'-6" T -11" T -9" nr 6 -10' 6 -r 6.3" 5' -9" 5'-6" 5'-0' A A A A A A A A A A B B B B B B B 20 21 21 22 22 23 23 23 23 24 24 25 26 25 25 25 26 26 20 21 21 22 22 23 23 23 23 24 24 25 25 25 25 25 26 26 21 21 21 22 22 23 23 23 23 24 24 25 25 25 25 25 26 26 22 22 22 22 22 23 23 23 23 24 24 26 25 25 25 25 26 26 10 4 4.5 5 5.5 6 65 7 7.5 8 9 10 11 12 13 14 15 16 17 1T-0" 15 -1' 13'7' 12'-4' 11'-4" 10 =5" 9'-8" 8'-6" 7-6" 6 -5 6 -2" 5 -2" 4' -10" 4' -6" 4' -0" 110 MPH EXPOSURE C A A A A A A A A A A A A A A A A A 9-0" 8 -11" 8' -9° 8' -7" 8' -3' 8._1" 7 -11" 7' -9" T -1" 6 -10' 6 -r 6' -3" 5 -9 5'-6' 5-4" A A A A A A • A A. A B B B B B B 19 20 21 21 22 22 23 23 23 24 24 25 25 25 25 25 26 26 20 20 21 21 22 22 23 23 23 24 24 25 25 25 25 25 26 26 21 21 21 21 22 22 23 23 23 24 24 25 25 25 25 25 26 22 22 22 22 22 22 23 24 24 25 25 25 25 25 26 26 I I4 I 1T-0" I A 4.5 15.1" q 5 13' -r A 9-8" 9' -7' 9•_ A 21 A . 22 A 23 21 Attached Freestanding or Structure Muttispan Units 1"1 MAX POST LENGTH POST MIN FOOTER 12' 115' I 18' SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d" (n) (n) (in) (in) 34' -11" C 32' -6" C 31'-6" C 29 -1" C 28'-4" D 2T -7" D 25' -8" D 24' -r D 22' -6" D 20' -8" 0 19 -1P" 0 19' -1" E 18'-4" E 17-8" E 16' -2" E 15' -8" E 15' -2" E 29 29 30 30 31 31 31 32 32 33 33 34 34 35 35 35 35 36 36 38 35 37 35 37 34 36 34 36 34 35 33 35 33 35 33 34 33 34 33 33 34 34 34 34 35 35 35 35 .35 35 35 35 36 36 39 39 38 38 37 37 36 36 36 35 35 34 34 35 35 35 35 36 30' -10" C 29 30' -5" C 30 29' -11" C 31 29' -1" C 32 28'-4" D 33 2T -r 0 33 25' -8" D 33 34 24' -7" p 34 �._6.. 35 20-8" D 35 19' -11" D 35 19' -1" E 36 18=4" E 36 1T -8" E 37 16-2" E 37 15' -8" E 37 15'-2" - E 38 36 36 36 35 35 35 34 34 34 35 35 35 36 36 37 37 37 38 38 38 38 37 37 37 36 36 36 35 35 36 36 37 37 37 38 40 40 39 39 39 39 38 38 38 37 36 36 36 36 37 37 37 38 31' -6" 31'-0" 30' -6" 29 -I' 28'4" 2T -r 25' -8" 25' -1' 24' -r 22-6" 20 -8" 19 -11" 19=1" 18'4" 17' -8' 16' -7 15' -8" 15 -2" C C C D D D 29 31 31 32 33 33 33 34 34 35 35 35 36 36 37 37 37 37 36 36 36 35 35 35 34 34 34 '35 35 35 36 36 37 37 37 37 38 38 38 37 37 37 36 36 36 35 35 35 36 36. 37 37 37 37 40 40 40 39 39 39 38 38 38 37 36 36 36 36 37 37 37 37 24 I I 27-8" I B I 30 I 37 23 27'-4" C 31 37 23 26 -11" C 32 38 39 0.041 "x3 "x3" Steel Cloverleaf Freestanding or Muttispan Units LIVE TRIB MAX POST MAX LOAD WIDTH POST RECTO POST MIN FOOTER MAX 8' 1015LENGTH 1 (PSF) (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER ON SLAB SLAB (FT) TYPE "d" (FT) "d' J "d" "d' (in) (in) (in) I (in) 100 MPH EXPOSURE B Attached Structure 20 4 8' -11" A 4.5 T -11" A 5 7'_1" A 5.5 6' -5" A 6 5' -11" A 6.5 5' -5" A 7 5' -I" A 7.5 4' -9" A 8 4' -5" A 9 7 -11" A 10 3' -6" A 11 3' -2" A 12 2 -11" A 13 2'-6" A 100 MPH EXPOSURE C 7' -10" T -r 6=11" 12 Da 3.5 "x10" Steel C Beam A 18 19 20 20 25' -0" 0 A 18 18 19 20 22 -11" D A 18 18 19 20 22 -2" D B 19 19 19 20 20' -5 0 B 19 19 19 19 19_7" E 5 -10" B 19 19 19 19 19,-10" E B 19 19 19 19 18' -2` E 5'-5" B 19 19 19 19 17' -6" E B 19 19 19 -19 16 -1` E 4' -11" B 20 20 20 20 15' -2" E 4 48" B 20 20 20 20 14'4" E 4 -5" B 20 20 20 20 13•_5 E B 21 21 21 21 13' -1" E 3' -10" B 21 21 21 21 11' -11" E 20 4 8' -11" A 7' -10" A 19 19 20 21 25 -0" D 4.5 7' -11" A 7 -7" A 19 19 20 21 22 -4" 0 5 7-1" A _ 6 -11" A 19 19 20 21 5.5 6'.5" A 6•- " 20 -0" 0 9 B 20 20 20 21 20'-0' p 6 5 -11" A 6' -5" B 20 20 20 20 6.5 5'-5" A 5 -10" B 19 0' E 20 20 20 20 18' -11° E 7 5 -1` A 5'-8" B 20 20 20 20 18 -2" 7.5 4' -9" A 5,5" B 20 20 20 20 17_8^ E 8 4.5" A 5-3" B 21 21 21 21 15-7' E 9 3' -11" A 4' -11" B 21 21 21 21 15' -10" 10 3'-6` A 4' -8" B 21 21 21 21 E 14'2' E 11 7-2" 12 2_2' A 4' -5' B 22 22 22 22 .. 13'_6" E B 22 22 22 22 13' -1" E 13 2'-8" A 3' -10" B 22 22 22 22 11,2" F 110 MPH EXPOSURE B 20 4 8' -11" A 4.5 T -11" A 5 7 -1" A 5.5 6 -5" A 6 5'-11" A 6.5 5' -5' A 7 5' -1` - A 75 4' -9" A 8 4' -S" A 9 3' -11" A 10 3'-6" A 11 3' -2" A 12 2 -11" A T -10" A 19 19 20 21 A 19 19 20 21 6-11" A 19 19 20 21 6-9" B 20 20 20 21 6-5" B 20 20 20 20 5' -10" B 20 20 20 20 B 20 20 20 20 5'-5 B 20 20 20 20 • 20 20 20 20 4'-11" B 21 21 21 21 4-8' B 21 21 21 21 4-5 B 22 22 - 22 22 22 22 22 22 25'-0" 22'11" 22 -2" 20' -5" 19' -r 18' -10" 18' -2" 1T-5 16' -1" 15' -2" 14'4' 13'-8" 13' -1" D D 0 D E E E E E 'E E E E 26 33 26 32 27 32 27 31 27 31 28 30 28 30 28 30 28 29 29 29 29 29 30 30 30 30 30 30 27 28 28 28 29 29 30 30 30 30 31 31 32 32 27 28 28 28 29 29 30 30 30 30 31 31 32 34 33 33 32 32 32 31 31 31 30 31 31 32 32 34 33 33 32 32 32 31 31 31 30 31 31 32 TABLE 8.7 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 5.5' 4.5' 6 5.5' 6 6 5.5' 6 6.5' 14/A 5.75' 6.25' 6.75' N/A WA WA T WA N/A N/A WA WA NIA N/A WA N/A WA WA WA WA N/A N/A N/A N/A N/A WA N/A WA WA WA - WA 6 6.5' 7' 7.25' 7.5' N/A WA WA WA N/A N/A 6.5' T 7.5' 7.75' T 7.5' 8' 8.25' 8' 85' 825' 8.75' WA 9 N/A N/A WA WA WA N/A N/A WA 75' 8' 8.5 8' 8.5' 9 8.5' 9' 9.5 8.75' 925' 9.75' 9' 9.5' 10' 9.25' 9.75' 10.25' 9.5' 10' 10.5 N/A 10.25' 10.75' WA N/A WA N/A N/A N/A N/A N/A 9' 9 5 35 34 34 33 33 32 32 32 31 31 30 30 30 30 36 35 35 34 34 34 33 33 32 32 31 31 32 32 36 35 35 34 34 34 33 33 32 32 32 31 31 30 38 37 37 36 35 35 35 35 34 33 33 32 32 32 36 38 35 37 35 37 34 39 34 35 34 35 33 35 33 34 32 34 32 33 31 33 31 32 32 32 TABLE 8.6 Equivalent Footers I Constrained NonConstrained Footings Footings "d" (in) "d" (in) 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 18 20 22 23 24 26 27 29 31 33 35 36 38 39 40 41 43 44 46 47 48 Table 8.11 THIS TABLE MAY BE USED WITH ALL STRUCTURES 10' 10.5' 11' 11.5 12' 12.5' 95' 10' 10.5 11' 11.5 12' 125 13' 10' 10.5' 11' 11.5 12' 125 13' 13.5' 10.25' 10.75' 11.25' 11.75 1225' 1275' 1325' 13.75' 10.5' 11' 11.5 12' 12.5' 13' 13.5' 14' 10.75 11.25' 11.75' 1225'_ 12,79, 13.25' 13.75' 14.25' 11' 11.5' 12' 12.5' 13' 13.5 14' 14.5' 1125' 11.75 1225' 12.75' 13.25' 13.75' 14.25' 14.76 11.5' 12' 12.5' 13' 13.5' 14' 14.5' 15' N/A N/A N/A 13.6 14' 14.5 15' 15.5' N/A WA WA WA N/A WA N/A N/A 16' EXPIRES 02 -25 1ST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING STEEL HEADERS IN HIGH WIND AREAS 120 MPH EXPOSURE B 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 _1 7 -0" 15,1" 13' -7" 17-4" 11 -4" 10' -5" 8'-6" 7'-6" 6 -9" 5' -7 4' -10" A A A A A A A A A A A A A A 8'-0" 7' -10° 7-9° 7 -7" 7' -2" 6 -10" 6 -5" A A A A A A A A A A A B B B B 20 21 21 22 22 23 23 24 24 25 25 26 26 26 27 20 21 21 22 22 23 23 24 24 25 25 26 26 26 27 22 21 21 22 22 23 23 24 24 25 25 26 26 26 27 23 22 22 22 22 23 23 24 24 25 25 26 26 26 27 12 ga 3.5 "x10' Steel C Beam 0.041 "x3 "x3" Steel Cloverleaf Attached Structure Attached Structure Freestanding or Multispan Units TRIB MAX POST MAX MN FOOTER MAX POST LENGTH WIDTH POST REQ'D POST MIN FOOTER 8' 10 17 (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER (in) ON SLAB SLAB (Fl) TYPE "d" "d" "d" "E" C (FT) 36 38 40 (in) (in) (in) . On) 5.5 17-4" A 9' -3" A. 23 23 23 23 6 11'-4" A 9' -0" A 24 24 24 24 6.5 10 -5" A 8' -9" A 24 24 24 24 7 9' -8" A 8' -6" A 25 25 25 25 7.5 9' -1" A 7 -11" A 25 25 25 25 8 8'-6" A 7 -9" A 25 25 25 25 9 7-6" A 7 -1" A 25 25 25 25 10 6' -8" A 6 -10" B 28 26 26 26 11 6 -2" A 6-7" B 26 26 26 26 12 5' -8" A 6-3' B 27 27 27 27 13 5' -2" A 5' -9" B 26 26 26 26 14 4' -17 A 5'-6" B 27 27 27 27 15 4' -6" A 5' -0" B 27 27 27 27 16 4' -3" A 5' -2" 8 27 27 27 27 17 4' -0" A 5' -0" 8 28 28 28 28 120 MPH EXPOSURE B 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 _1 7 -0" 15,1" 13' -7" 17-4" 11 -4" 10' -5" 8'-6" 7'-6" 6 -9" 5' -7 4' -10" A A A A A A A A A A A A A A 8'-0" 7' -10° 7-9° 7 -7" 7' -2" 6 -10" 6 -5" A A A A A A A A A A A B B B B 20 21 21 22 22 23 23 24 24 25 25 26 26 26 27 20 21 21 22 22 23 23 24 24 25 25 26 26 26 27 22 21 21 22 22 23 23 24 24 25 25 26 26 26 27 23 22 22 22 22 23 23 24 24 25 25 26 26 26 27 12 ga 3.5 "x10' Steel C Beam Square Attached Structure Freestanding or Multispan Units MAX 0.188"x3 "x3" 0.188 "x4 "Diameter MAX POST LENGTH POST MN FOOTER 17 15' 18' SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d" "d" "6 'd" (n) (in) (in) (n) 275" C 33 36 38 40 26-0" C 34 36 38 40 .253" 'D 34 36 38 40 25 -0" D 35 36 38 40 24' -7 D 36 36 38 39 24' -7 -D 36 36 37 39 27-7 D 37 37 37 39 20' -8" D 37 37 37 38 19 -11" D 38 38 38 38 19 -1" E 38 38 38 38 18'-4" E 39 39 39 39 1T -8" E 39 39 39 39 16 -2" E - 39 39 39 39 15'-8" E 40 40 40 40 15' -2" E 40. 40 40 40 31' -6° 31'-0" 30'-6" • 28' -4" 27 -T' 25' -8" 24 =7" 27-6" 20'•8" 19' -11" 19' -1" 18' -4" 17' -8" C C 0 0 31 32 33 34 35 35 35 36 36 37 37 38 38 39 39 38 38 37 37 37 36 36 36 36 37 37 38 38 39 39 40 40 40 39 39 39 38 38 37 37 37 38 38 39 39 42 42 41 41 41 40 40 39 39 38 38 38 38 39 39 30 MPH EXPOSURE B 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 A ■ENERAL INSTRUCT ONS FOR THESE TABLES :NOOSE FREESTANDING OR ATTACHED STRUCTURE HOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 'ETERM INE WIND AND SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) HOOSE A PANEL FROM TABLES 1.1 TO 1.4 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. ETERM INE TRIBUTARY WIDTH FROM TABLE 8.2 OR 8.7 ALCULATE FROM TRIBUTARY DIAGRAM ON PAGE SCO2 -2003 NOOSE A HEADER FROM TABLES 8.1 OR 8.6 THAT HAS ADFOIIATE POST SPACING 1T-0" 15' -1" 13' -7" 12'-4" 11'-4" 10' -5" 8'-8" 8'-8" 2,6" s -2• 6-B" 5' -7 4' -10" A A A A A A A A A A A A A A 9' -11" 9'-9" 9 -7" 9.4P 8, -r T -11" 7' -8" 7-1" 6 -10" 6 -7" 6 -3" 5' -9" 5'-6" A A A A A A A A A A B s B B 22 23 24 25 25 25 26 26 26 26 27 27 28 28 28 22 23 24 25 25 25' 26 26 26 26 27 27 28 28 28 23 23 24 25 25 25 26 26 26 26 27 27 28 28 28 25 24 24 25 25 25 26 26 26 26 27 27 28 28 28 26 -8" 26 -3" 25' -10" 25' -4" 24' -10" 24' -5" 23' -11" 23 -5" 23'-0° 27 -2" 20'-8" 19' -11" 19,1' 18'-4" 17-8" B C C C C C 0 D 0 D 0 D E E E 31 32 33 34 35 36 36 37 37 38 39 40 40 41 41 38 37 37 37 37 37 37 37 37 38 39 40 40 41 41 40 40 39 39 39 39 39 39 38 38 39 40 40 41 41 42 41 41 41 41 41 41 40 40 40 39 40 40 41 41 0.041 "x3 "x3" Steel Cloverleaf 12 ga 3.5 "x1.0' Steel C Beam • Attached Structure Freestanding or Muttispan Units Attached Structure Freestanding or Multispan Units LIVE LOAD (PSF) TRIB WIDTH (FT) MAX POST SPACING ON SLAB (FT) POST READ FOR SLAB MAX POST SPACING (F) MIN POST TYPE FOOTER SIZE "d" (in) MAX POST LENGTH 10' 12' CONSTRAINED FOOTER .d. "d" "d" (in) (in) (in) MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" On) MAX POST LENGTH 12' 15' 18' CONSTRAINED FOOTER (in) (in) I (in) 110 MPH EXPOSURE C 20 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 8' -11° 7 -11" 5' -11" 3' -11" 3'3" 2•_11" A A A A A A A A A A A A A 7 -10" 6 -11" 6 -9" 5' -10" 5'-8" 4' -11" A A A B B B B B B B B B B 20 20 20 21 21 21 21 22 22 22 23 23 20 20 20 21 21 21 21 22 22 22 23 23 23 21 21. 21 21 21 21 21 22 22 22 23 23 23 22 22 22 22 21 21 21 22 22 22 23 23 23 25'-0" 27-11" 22' -7' 20' -5" 18' -10" 18' -2" 17'-6" 16 -1" 15' -2" 14'-4" 13' -8" 13' -1" 0 D D D E E E E E E E E E 29 28 28 28 29 29 30 30 30 30 31 31 32 36 35 35: 34 34 33 33 33 32 32 31 31 32 38 37 37 36 36 35 35 35 34 33 33 33 32 40 39 38 38 37 37 37 36 35 35 34 34 34 120 MPH EXPOSURE C 20 4 4.5 5 5.5 6 6.5 7 7.5 B 9 10 11 8' -11" T -11" 7 -1" 5' -11" 3' -11" 3' -6 A A A A A A A A A A A A 7 -10" 7' -7•• 6 -11" 5' -10" 4' -11" A A A 8 B B B B B B B 21 22 22 22 23 22 23 23 23 24 24 24 21 22 22 22 23 22 23 23 23 24 24 24 22 22 22 22 23 22 23 23 23 24 24 24 23 23 23 22 23 22 23 23 23 24 24 24 25' -0" 27 -11" 27 -2" 20' -5" 19 -7" 18' -10" 18' -2" 17-6" 16 -1" 15 -2" 14' -4" 13'-8" 31 31 32 32 33 33 33 34 34 34 35 35 37 37 36 36 35 35 34 34 34 34 35 35 39 39 38 38 37 37 36 36 35 35 35 35 . 41 40 40 39 39 38 38 38 37 36 36 36 130 MPH EXPOSURE C 20 4 4.5 5 5.5 6 6.5 7 7.5 8 8' -11" 7 -11" T -1" 6 -5" 5' -11" 5'-5" 5. -1" 4' -9" 4,5" A A A A A A A 6 -11" 5 -10" 5' -8" 5' -5" A A A B B B B B B 22 22 23 23 24 24 24 24 24 22 22 23 23 24 24 24 24 24 23 23 23 23 24 24 24 24 24 24 24 24 23 24 24 24 24 24 23'-6" 22,11" 22 -7' 20 -5" 19' -7" 18' -10" 18' -7 17-6" 16' -1" D D D D E E E E E 32 33 34 34 34 35 35 36 38 38 38 37 37 36 36 36 35 40 40 40 39 39 36 38 38 37 42 42 42 41 40 40 40 39 39 8. FOR S NGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 8.4 OR 8.9 9. FIND THE 0/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 10.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 8.1 OR 8.6 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 SI AR in R(11 I (11A/ A AMY in PR(MA GROVE TABLE 8.8 Post Requirements for Attached Structures Post Description Max Height POST Twin 0.032 "x1.5 "x1.5" 8' A Clover 0.024 "x3 "x3" Alum 12' A 0.024 "Post with Sideplates 10' Clover 0.040 "x3 "x3" Alum 12' B Colonial 0.062" Extruded 12' C 0.041 "x3 "x3 ".Steel Clover 12' D 0.041'X3 "x3" Steel Clover 8' 0.188 "x3 "x3" Steel Square 15' 0.188 "x4 "x4" Steel Square 18' Table 8.10 Post Substitutes Square Circular 0.041 "x3 "x3" 0.188 "x3 "Diameter 0.188"x3 "x3" 0.188 "x4 "Diameter 0.188 "x4 "x4" 0.188 "x5 "Diameter 0.188'5(5 "x5" 0.188 "x6 "Diameter [Table 8.12 Cube d "(n) Equivalent Footers Depth of Circular Footing Diameter of Circular Footing 12" 18°' 24" 30°' 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 15" 19" 24" 30" 36" 43" 52" 61" 71" 82" 94" 108" n/a 2,/a n/a n/a n/a n/a n/a n/a 71/a n/a n/a n/a n/a n/a n/a n/a n/a 2,/a 12" 12" 12" 13" 16" 19". 23" 27" 31" 36" 42" 48" 54, 61" 69" 77" 86" 96" 106" 117" 129" 141" 154" 168" n/a n/a n/a n/a n/a n/a 12" 12" 12" 12" 12" 12" 13" 15" 18" 20" 24" 27" 31" 35" 39" 44" 49" 54" 60" 66" 72" 79" 87" 95" 103" 112" 121" 131" 141" 152" 12" 12" 12" 12" 12" 12" 12" 12" 12" 13" 15" 17" 20" 22" 25" 28" 31" 35" 38" 42" 46" 51" 56" 61" 66" 72" 78" 84" 91" 98" THIS TABLE MAY BE USED WITH • ALL STRUCTURES TABLE 8.9 Post Requirements for Freestanding Structures Post Description Max POST Height . 0.041 "x3'5(3" Steel Clover 8' E 0.188 "X3 "x3" Steel Square 15' , F 0.188 "x4'x4" Steel Square 18' G 0.188'x5 "x5' Steel Square 18 H EXPIRES 02-25 NON - CONSTRAINED CONSTRATNFO 9.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING I BEAMS IN HIGH WIND AREAS 100 MPH EXPOSURE B 10 4 "x 3" I beam 17-" 15' -1" 13'7" 17 -4" 11'-4" 10' -5" A A A A. A A Attached Freestanding or 21 22 22 23 23 23 21 22 22 23 23 23 . Structure Muttispan Units LIVE TRIB MAX POST MAX 6 24 MAX POST LENGTH LOAD WIDTH POST ' REQ'D POST MIN FOOTER 17 15' 18' (P5F) '(FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER 10' -7" B ON SLAB SLAB (FT) TYPE "d" "d" "C "d" 7 -6" A (FT) B 25 25. (in) (in) On) (in) 100 MPH EXPOSURE B 10 4 4.5 5 5.5 6 6.5 17-" 15' -1" 13'7" 17 -4" 11'-4" 10' -5" A A A A. A A 13' -4" 12' -10"• ._ 17 -5" 17-0" 11'-8" 11'-4" A A A A B B 21 22 22 23 23 23 21 22 22 23 23 23 23 22 22 23 23 23 23 23 23 23 23 23 9'-8" : 7 9'-8" A 11' -1" 6 24 24 24 24 A • 7.5 9' -1" A 1640" B 24 24 24 24 - 9' -7" 8 8' -6" A 10' -7" B 25 25 25 25 -0 -- 9 7 -6" A 10 -3" B 25 25. 25 25 26 10 6 -6" A 9' -10" B 26 26 26 26 26 11 67 A 7-4" B 26 26 26 26 26 12 5' -8" A 8' -8" B 26 26 26 26 26 13 5'-2" A 8' -7 B 26 26 26 26 15 14 4' -10" A 7' -7" B 26 26 26 26 4' -3" 15 4'-6" A 7-1" B 26 26 26 26 A 16 4' -3" A 6 -7' B 26 26 26 26 17 4' -0" A _ 6-3" B __ 26 _ 26 26 26 100 MPH EXPOSURE C 10 4 4.5 5 5.5. 6 6.5 17'-0" 15-1" " 13'-7" 17-4" 11'-4" 10' -5" A . A A A ` A A 17 -1" 11' -9" 11' -5" 11'-0" 10'-8" 10' -3" A A A A A A 21 22 23 23 24 24 22 22 23 23 24 24 23 23 23 23 24 24 24 24 24 23 24 24 9'-8" : 7 9'-8" . A 9' -10" B 24 24 24 24 A • 7.5 9' -1" A 9' -6" B 24 24 24 24 - 9' -7" B "8'-0" A 9 -7 B 25 25 25 25 -0 -- 9 7 -6" A 8'-6" B 25 25 25 25 26 10 6' -9" A 8'-0' B 25 25 25 25 26 11 6 -2" A 7 -6" B 26 26 26 26 26 12 5' -8" A 7-0' B 26 26 26 26 26 '13 5' -2" A 6' -7" B 26 26 26 26 15 14 4' -10" A 6 -3" B 26 26 26 26 4' -3" 15 4'-6" A 5 -11" B 26 26 26 26 A 16 4' -3" A 5' -7' B 26 26 26 26 .17 4'-0" A 5'-4' B 27 27 27 27 0 110 MPH EXPOSURE B 4 4.5 5 5.5 6 6.5 17-0" 15' -1" 13' -7" 12'-4" 11'-4" 10.5" A A A A A A 17 -11" 126" 17 -1" 11,8" 11' -3" 00.10". A A A A A B 22 23 23 24 24 24 22 23 23 24 24 24 23 23 23 24 24 '24 24 24 24 24 24 24 7 9'-8" : - A 10 -5" B 25 25 25 25 7.5 9'-1" A • 10-0" B 25 25 25 25 8 8'-6' . A • - 9' -7" 0 25 25 25 25 Er 76" - • A 8' -11" -0 -- 25 25 25 25 10 6-9" A -8'-4" B 26 - 26 26 26 11 6 -7 A T-9' B 26 26 26 26 12 5' -8" A 7-3" B - 26 26 26 26 13 5' -2" A 6 -10" B 26 26 26 26 14 4' -10" A 6,6" B 26 26 26 26 15 4' -6" A 6 -1' B 27 27 27 27 16 4' -3" A 5' -10" B 27 27 27 27 17 4'-0" A 5'-6" B 27 27 27 27 110 MPH EXPOSURE C 4 17=0" A 4.5 15' -1" A 10'-0" 21 7 "x 4" 1 beam Attached Structure Freestanding or Muttispan Units MAX POST SPACING (Fr) MW POST TYPE FOOTER SIZE (in) MAX POST LENGTH 12' I 15' I 18' CONSTRAINED FOOTER (in) (in) (in) 23' -6" 27-8" 21' -11" 21' -3" 20'-8" 20' -1" 15 -8" 19' -3" 18' -10" 18' -1" 17 -6" 17-0' 16-6" 16-1" 15' -3" 14 -3" 13' -5" 17 -7" B B C C C C C D D D D D 13 D D D 25 26 27 27 28 28 29 29 30 30 31 32 32 33 33 33 33 33 26 26 27 27 28 28 29 29 30 30 31 32 32 33 33 33 33 33 28 28 27 27 28 28 29 29 30 30 31 32 32 33 -33 33 33 33 29 29 29 28 28 28 29 29 30 30 31 32 32 33 33 33 33 33 23' -6" 21' -11" 21' -3" 20' -8" 20' -1" 19' -8" 19' -3" 18' -8" 17-4" 16 -3" 15' -2" 14' -3" 13' -6" 17-9" 17 -1" 11'-6" 10 -11' B B C C C C C C D D D 0 13 D D D 27 27 28 29 29 30 30 31 31 32 32 32 33 33 33 33 33 34 27 27 28 29 29 30 30 31 31 32 32 32 33 33 33 33 33 34 29 29 28 29 29 30 30 31 31 32 32 32 33 33 33 33 33 34 30 30 30 30 29 30 30 31 31 32 32 32 33 33 33 33 33 34 10 "x 5.5" I beam Attached Structure Freestanding or Muttispan Units MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "5" On) MAX POST LENGTH 12' I 15' I 18' CONSTRAINED FOOTER (in) On) J (in) 34'-6" 33' -3" 37 -3" 31' -3" 30 -5" 29'-8' 29' -0" 28' -5" 27 -10" 26' -8" 25' -11" 25 -P 24' -5" 23' -10" 23' -3" 27 -9" 22 -3' 21' -10" C C C D D D D D E E E E E E E E E 29 30 30 31 32 32 33 33 34 35 36 36 37 38 38 39 39 40 31 30 30 31 32 32 33 33 34 35 36 36 37 38 38 39 39 40 32 32 32 32 32 32 33 33 34 35 36 36 37 38 38 39 39 40 34 34 33 33 33 33 33 33 34 35 36 36 37 38 38 39 39 40 33' -3" 32' -3" 31' -3" 29' -0" 28'-5" 27-10" 26' -9" 25' -11" 25' -1" 24' -5" 23' -10" 23' -3" 27 -9" 27 -3" 21' -10" C C C D D D D D E E E E E E E E E 30 31 32 33 33 34 35 35 36 37 38 38 39 40 40 41 42 42 32 32 32 33 33 34 35 35 36 37 38 38 39 40 40 41 '62 42 34 33 33 33 33 34 35 35 36 37 38 38 39 40 40 41 42 42 35 35 35 34 34 34 35 35 36 37 38 38 39 40 40 41 42 42 23'-6" 27-8" 21' -11" 21' -3" 20 -8" 20 -1" 19' -8" 19' -3" 18' -10" 18' -1" 16' -11" 15' -10" 14' -10" 13' -11" 13' -7 17 -5" 11' -10" 11' -3" B B B B C C C C C D D 0 0 D 0 D 0 27 27 28 29 29 30 30 31 31 32 33 33 33 33 33 34 34 34 27 27 28. 29 29 30 30 31 31 32 33 33 33 33 33 34 34 34 29 29 28 29 29 30 30 31 31 32 33 33 33 33 33 34 34 34 30 30 30 29 29 30 - 30 31 31 32 33 33 33 33 33 34 34 34 23 24 20' -4" B I 27 28 23 24 19' -10" B 28 I 28 29 J. 31 I I 34' -6" I C 34'-6" 33' -3" 37 -3" 31' -3" 30' -5" 27-8" 29' -0" 28' -5" 27 -10" 26 -9" 25' -11" 24' -5 23' -10" 27 -9" 27 -3' 21' -10" C C C D D D E E E E E E E E E E 30 31 32 33 33 34 35 . 35 36 37 37 38 39 40 40 41 42 42 32 32 32 33 33 34 35 35 36 37 37 38 -39 40 40 41 42 42 34 35 33 ' 35 33 35 .33 34 33 34, 34 34 35 35 35 35 36 36 37 37 37 37 38 38 39 39 40 40 40 40 41 41 42 42 42 42 29 30 33' -3" C 32 33 33 33 35 L 4 "x 3" I beam Attached Structure Freestanding or Multispan Units LIVE TRIG MAX POST MAX, - MAX POST LENGTH LOAD WIDTH POST REQ'D POST MIN FOOTE 17 I 15 I 18' (PSF) (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER ON SLAB SLAB (FT) TYPE "d" "d° f "d" "d" (Fl) On) On) (in) (in) 100 MPH EXPOSURE B 20 4 8' -11" A 10' -9" B 20 20 21 22 19' -1" C 24 25 27 28 4.5 7-71" A 10'-4" 5 B 20 20 21 22 18' -5" C 24 25 26 27 7' -1" A 10'-0" B 21 21 21 22 17 -9" D 25 25 26 27 5.5 6' -5" A 9' -8" B 21' . 21 21 22 17 -3" D 25 25 26 27 6 5' -11' A 9' -3" B. 21 21 21 22 16' -9" 0 26 26 26 27 6.5 5' -5° A 8' -6". 6 ' 21 21 21 21 7 16'-4" D 26 26 26 27 5' -1" A 7 -11" B 21 21 21 21 15' -11" D 27 27 27 27 7.5 4' -5" A 7 -5" B 21 21 21 21 14' -11" 0 27 27 27 27 A 6' -11" B 21 21 21 21 14' -0" D 27 27 27 27 9 3' -11" A 6 -2" 6 21 21 21 21 12' -6" 0 27 27 27 27 10 3' -5 A 5' -7" B 21 21 21 21 11' -3" D 27 27 27 27 11 3' -2" A 5' -0" 6 21 21 21 21 10' -3" D 27 27 27 27 12 2' -11" A 4' -7' B 21 21 21 21 13 9 -4" 0 27 27 27 27 2' -8" A 4' -3` 6 21 21 21 21 8' -8" 0 27 27 27 27 MAX POST SPACING (F1' 7 "x 4" I beam Attached (Freestanding or Structure Multispan Units MAX POST LENGTH MIN FOOTE 12' I 15' I 18' POST SIZE CONSTRAINED FOOTER TYPE "d" "d" I "d" I "d" On) On) (n) On) 100 MPH EXPOSURE C 20 4 8' -11" 4.5 7•_11" 5 7 -1" 5.5 6 5' -11" 6.5 7 7.5 8 9 3' -11" 10 11 12 2' -11" 13 A A A A A A A A A A A A A A 110 MPH EXPOSURE B OVER- HANG (FT) 0' 1' 2' 2.5' 3' 3.5' 4' 4.5' 5' 6' 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 8' 4' 4.5' N/A N/A N/A N/A N/A WA N/A N/A 8' -11" 7' -11" T -1" 6 -5" 5' -11" 5 _5" 4' -9" 4' -5" 3' -11" 3' -6" 3' -7 7 -11" 10' -9" B 21 21 10'-4" B 21 21 10'-0" B 22 22 B 22 22 B 22 22 B 22 22. 7' -11" B 22 22 7' -5" B 22 22 6 -11" B 22 22 6' -2" B 22 22 5'-7" B 22 22 5-0" B Z2 22. 4'-7" B 23 23 23 23 10 9" 10' -4" 10' -0` 9'-8" 9._3. 8'-6" 7' -11" 7 -5" 6' -11' 6 -2' 5' -7" 5' -0" 4' -7" 21 21 22 22 22 22 22 22 22 22 22 22 MAX POST SPACING (FT) 10'x5.5" I beam Attached Structure MIN FOOTER POST SIZE TYPE "d" On) Freestanding or Muttispan Units MAX POST LENGTH 12' I 15' I 18' CONSTRAINED FOOTER "d" "d" "d" On) On) On) 28' -3" D 27 28 31 32 27 -7 E 28 28 31 32 28' -3" E 28 28 30 32 25 -6" E 29 29 30 31 24' -9" E 30 30 30 31 24'-2" E 30 30 30 31 23' -7" E 31 31 31 31 23' -1" E 31 31 31 31 22'•7" E 32 32 32 32 21' -9" E 32 32 32 32 21'-0" E 33 33 33 33 20' -4" E 34 34 34 34 19'-9" E 35 35 35 35 79'-3" E 35 35 35 35 '22 23 19' -6" C 25 26 - 28 29 28' -3" 0 28 28 30 31 22 23 18' -0" C 26 26 27 29 27 -2" E 29 29 22 23 17' -7" 0 26 26 27 28 26' -3" E 30 30 30 31 22 23 17 -0" D - 31 27 27 27 28 25' -6' E 31 31 31 31 22 22 16' -1" D 27 27 27 28 24' -9" E 31 31 31 31 22 22 16' -5" D 28 28 28 28 24' -7 E 32 32 32 32 22 22 15' -9" 0 28 28 28 28 23' -7" E 32 32 32 32 22 22 14' -3" D 28 28 28 28 23' -1" - E 33 33 33 33 22 22 14' -9" D 28 28 28 28 22' -7" E 33 33 33 33 22 22 17 -4" D 28 28 28 28 21' -9" E 34 34 34 34 22 22 11' -11" D 28 28 28 28 21' -0' E 35 35 35 35 23 23 10-11" 13 28 28 28 28 20' -4" E 36 36 36 36 9' -0" D 28 28 28 28 19' -9" E 36 36 36 23 23 8'-6" D 37 28 28 28 28 19' -3" E 37 37 37 37 21 22 23 21 22 23 22 22 23 22 22 23 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 19' -1" C 25 26 28 29 28' -3^ D 28 18' -5" C 26 26 27 28 27 -2" E 29 17 -9" D 26 26 27 28 26' -3° E 3D 17 -3" D 27 27 27 28 25 -6" E 31 16 -9" D 27 27 27 28 24' -9" E 31 16 -4" D 28 28 28 28 24' -2" E 32 15 -11" D 28 28 28 28 23' -T E 32 14' -11" D 28 28 28 28 23' -)" E 33 14' -0" D 28 28 28 28 22 -7" E 33 17-6' 0 28 28 28 28 21'-9" E 34 11' -3" D 28 28 28 28 21'-0` E 35 10'-3" D 28 28 28 28 20' -4 " E 36 7-4" D 28 28 2H 28 198" E 36 TABLE 72 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 9' 10' 11' 12' 13' 14' 15' 16' 17' 4.5' 5' 5.5' 6' 6.5' 7 7.5' 8' 8.5 5' 55' 6' 9' 9.5' 10' 10.5' 11' 11.5' 6.5' 7 7.5' 8' 8.5 9' 9.5' 10' 10.5' 11' 11.5' 12' 5_.5' 6 6.5 7 7:5' - 8' 8.5' 9' 9.5' 10' 10.5 11' 11.5' 12' 125' 5.75' 6.25' 6.75' 725' 7.75' 825' 875' 925' 9.75' 10.25' 10.75' 11.25' 11.75' 1225' 12.75' N/A WA 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 17 N/A N/A N/A N/A 8.25' 8.75' 9.25' 9.75' 10.25' 10.75' 1125' 11.75' 12:25' 12.5'. 1325' N/A WA N/A N/A. N/A 9' 9.5' 10 10.5' 11' 11.5' 12' 12.5' 13' 13.5' N/A N/A N/A N/A N/A N/A N/A 1025' 10.75' 1125' 11.75' 12.25 12.75' 13.25' 13.75' N/A N/A N/A N/A WA N/A N/A N/A WA 11.5' 12 125' 13' 13.5' 14' N/A N/A N/A WA N/A N/A N/A WA WA N/A WA N/A 13.5' 14' 14.5' N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A NIA 18' 19' 20' 21' 22' 23' 29 31 29 31 30 31 31 31 31 31 32 32 32 32 33 33 33 33 34 34 35 35 36 36 36 "S71-A OST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING I 120 MPH EXPOSURE B 4 4.5 5.5 6 6.5 7.5 8 10 11 12 13 14 17 -0" 15' -1" 13' -7" 12'-4" 11'-4" 10' -5" 8'-6" 7, -6" 6' -7 5' -B" 5' -7 4' -10" A A A A A A A A A A A A A A A 10 -10" 10'6 10 -7 9' -10" 9 -5" 6 -1" 8' -1" 7 -B° 7-0" 6 -1" 6 -9" A A A A A A A A A A B B B B 22 23 23 24 24 24 25 25 25 25 26 28 26 26 26 22 23 23 24 24 24 25 25 25 26 26 26 26 26 23 23 23 24 24 24 25 25 25 25 26 26 26 26 26 24 24 24 24 24 24 25 25. 25 25 26 26 26 26 26 7'x 4" I beam 4 "x 3" I beam Attached Structure Attached Structure Freestanding or Multispan Units TRIB 'MAX POST MAX MIN FOOTER MAX POST LENGTH WIDTH POST . RECTO POST MIN FOOTER 17 16 18' (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER (in) ON SLAB SLAB (FT) TYPE "d" "5" "d" "d- B (FT) 30 30 30 (in) On) (in) (in) 5.5 _ 17-4" A -9' -1" A 23 23 N N N N N N N fV b N N N N N N 23 6 11'-4" A 8' -9" A 24 24 24 6.5 10-5" A 8'-6" A 24 24 24 7 9'-8" A 8' -7 A 24 24 24 7.5 9 -1" A T -10' A 24 24 24 8 8' -6" A T -7" A 25 25 25 9 7' -6" A 7' -1" A 25 25 25 10 6 -9" A 6 -7* A 25 25 25 11 6'-2" A 6 -7 B 26 26 26 12 5'-8" A 5' -10" B 26 26 26 13 5' -2" A 5'6 B 26 26 26 14 4' -10" A 5' -2" B 26 26 26 15 4'6 A 4' -11" B 26 26 26 16 4' -3" A 4' -8" B 26 26 26 17 4'-0° A 4' -5° 8 27 27 27 120 MPH EXPOSURE B 4 4.5 5.5 6 6.5 7.5 8 10 11 12 13 14 17 -0" 15' -1" 13' -7" 12'-4" 11'-4" 10' -5" 8'-6" 7, -6" 6' -7 5' -B" 5' -7 4' -10" A A A A A A A A A A A A A A A 10 -10" 10'6 10 -7 9' -10" 9 -5" 6 -1" 8' -1" 7 -B° 7-0" 6 -1" 6 -9" A A A A A A A A A A B B B B 22 23 23 24 24 24 25 25 25 25 26 28 26 26 26 22 23 23 24 24 24 25 25 25 26 26 26 26 26 23 23 23 24 24 24 25 25 25 25 26 26 26 26 26 24 24 24 24 24 24 25 25. 25 25 26 26 26 26 26 7'x 4" I beam 4 "x 3°1 beam Attached Structure Freestanding or Multispan Units MAX - Freestanding or Multispan Units MAX POST LENGTH POST MIN FOOTER 17 15' 18' SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d" "d" "d" . "d" I 18' FOOTER "d" (in) MAX POST SPACING (Fl) (in) (in) (in) (in) 18' -6" B 29 29 29 30 17 -10" B 30 30 30 30 17' -3" B 30 30 30 30 16' -7" B 31 31 31 31 16-0" C 31 31 31 31 15' -5" C 31 31 31 31 14' -4" C 32 32 32 32 13' -5" C 32 32 32 32 12' -7" C 32 - 32 32 32 11' -10" C 33 33 33 33 11' -1" C 33 33 33 33 10'-6" C 33 33 33 33 10' -0" C 33 33 33 33 9' -6" C 33 33 33 33 9' -0" C 34 34 34 34 23' -6" 22'-8" 21' -11" 21' -3" 20' -8" 20' -1" 19' -8" 19' -3" 18' -10" 18' -1" 16' -11" 15-10" 14' -10" 13' -11" 13' -2" B B B C C C C C 0 D D D 0 28 29 30 30 31 32 32 33 33 34 34 35 35 35 29 30 30 31 32 32 33 33 34 34 35 35 35 30 30 30 30 31 32 32 33 33 34 34 35 35 35 35 31 31 31 31 31 32 32 33 33 34 34 35 35 35 35 10'x 5.5" I beam 4 "x 3°1 beam Attached Structure Freestanding or Multispan Units MAX Attached Structure Freestanding or Multispan Units MAX POST LENGTH POST MIN FOOTER 17 15' 18' SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE "d" "d" "d" "d" I 18' FOOTER "d" (in) MAX POST SPACING (Fl) an) On) On) On) 31' -3" a 0 0 0 0 W W W W W W W W W W 35 35 35 36 30 -5° 36 36 35 - 36 29 -8" 36 36 36 36 29' -0" 37 37 37 37 25 -5" 37 37 37 37 27' -10" 38 38 38 38 26 -9" 39 39 39 39 25' -11" 40 40 .40 40 25' -1" 41 41 41 41 24' -5" 42 42 42 42 23' -10" 42 42 42 42 23' -3" 43 43 43 43 27 -9" 44 44 44 44 22' -3" 44 44 44 44 21' -10" 45 45 45 45 34' -6" 33' -3" 37 -3" 31' -3" 30' -5" 29' -8" 29' -0' 28' -5" 2T -10" 26' -9" 25 -11" 24' -5" 23' -10" C C C D D 0 D D E 32 33 34 35 35 36 37 37 38 39 40 41 41 42 43 33 33 34 35 35 36 37 37 38 39 40 41 41 ' 42 43 35 35 35 35 35 36 37 37 38 39 40 41 41 42 43 37 36 36 36 36 36 37 37 38 39 40 41 41 42 43 130 MPH EXPOSURE B 4 45 5 5.5 6 6.5 7 7.5 8 9 10 11 12 13 14 17'-0" 15' -1" 13,7" 17 -4" 11'-4" 10' -5" 9 -8" 8, -6" T -6° 6 -9" 6 -2" 5-8" 5,_2" 4' -10" A A A A A A A A A A A A A A 8' -11" 6-8" 8'-4" 8'-0" 7 -9" 7 -5" 7-7 6 -11" 63" 5 -11" 5' -7 4' -11" 4 -r A A A A A A A A A A A A A A 22 23 23 24 24 24 25 25 25 25 26 26 26 26 26 22 23 23 24 24 24 25 25 25 25 26 28 . 26 • 26 23 23 23 24 24 24 25' 25 25 25 26 26 26 28 26 24 24 24 24 24 24 25 25 25 25 26 26 26 26 26 18' -9" 18' -3" 17 -7" 17' -0" 16'-4" 15' -9" 15 -i" 14.7- 14' -0" 13' -0" 17 -1" 11'-4" 10' -r l0' -0" B .B B B B B B B B C C C C C C 28 29 29 30 '30 31 31 31 32 32 33 33 33 33 33 28 29 29 30 30 31 31 31 32 32 33 33 33 33 30 25 29 30 30 31 31 31 32 32 33 33 33 33 31 31 31 30 30 31 31 31 32 32 33 33 33 33 33 37 -8" 37 -3" 31' -10" 31' -3" 30 -5" 29 -8" 29 -0" 2B'-5" 27 -10" 26 -9" 25' -11" 25' -1" 24' -5" 23' -10" 27 -9° C C C b D D E E E E E .E 33 35 36 37 37 38 39 39 46 41 42 43 44 44 45 34 35 36 37 37 38 39 39 40 41 42 43 44 44 45 36 36 36 37 37 38 39 39 40 41 42 43 44 44 45 38 37 37 37 37 38 39 39 40 41 42 43 44 44 45 GENERAL INSTRUCT ONS FOR THESE TABLES CHOOSE FREESTANDING OR ATTACHED STRUCTURE CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT DETERMINE WIND AND SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) CHOOSE A PANEL FROM TABLES 1.1 TO 1.4 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. DETERMINE TRIBUTARY WIDTH FROM TABLE 9.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE SCO2 -2003 CHOOSE A HEADER FROM TABLES 9.1 THAT HAS 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 9.4. 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 10.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 9.1 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 120 MPH EXPOSURE C 20 4 "x 3°1 beam 7 "x 4" I beam 10 "x 5.5" I beam 8' -5" Attached Structure Freestanding or Multispan Units 22 Attached Structure Freestanding or Multispan Units 17 -1" Attached Structure Freestanding or Multispan Units LIVE LOAD (PSF) TRIB WIDTH (FT) MAX POST SPACING ON SLAB (FT) POST REO'D FOR SLAB MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d (in) MAX 12' CONSTRAINED "d" (in) POST LENGTH I 15' "d" On) I 18' FOOTER "d" (in) MAX POST SPACING (Fl) MIN POST TYPE FOOTER SIZE "4" (in) MAX 12' CONSTRAINED "d" (in) POST LENGTH I 15' FOOTER "d" (in) I 18' "d" (in) MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" (in) MAX 12' CONSTRAINED "d" On) POST LENGTH I 15' "d" On) 18' FOOTER "d" (in) 110 MPH EXPOSURE C 27' -2" 33 33 TABLE 9.1 20 4 4.5 5 5.5 6 6.5 7 7.5 8 9 10 11 12 8' -11" 7 -11" 7 -1" 6' -5" 5' -11° 5'-5" 5' -1" 4' -9" 4'-5" 3' -11" 3' -6" 3' -2" 7 -11" A A A A A A A A A A A A A 10' -0" 9' -9" 9 -5" 9' -1" 8' -9" 8'-6" 7' -11" 7 -5" 5 -11" 6' -2" 5',7" 5 -0" 4' -7" B B B B B B 6 B B B B B B 21 22 23 23 24 24 24 24 24 24 24 24 24 22 22 23, 23 24 24 24 24 24 24 24 24 24 23 23 23 23 24 24 24 24 24 24 24 24 24 24 24 24 23 24 24 24 24 24 24 24 24 24 19' -1" 18' -5" 17' -9" 17' -3" 15-9" 16' -4" 15' -11" 14' -11" 14' -0" 12' -6" 11' -3" 10' -3" 9' -4" C C 0 D D D D D D D D b D 27 26 26 27 27 28 28 28 28 28 28 28 28 27 27 27 27 27 28 28 28 28 28 28 28 28 29 29 28 28 28 28 28 28 28 28 28 28 28 30 30 30 29 29 29 29 28 28 28 28 28 28 28' -3" 27' -2" 25 -3" 25 -6" 24-9" 24' -2" 23' -7' 23' -1" 22' -7" 21' -9" 21' -0" 20'-4" 19' -9" D E E E E E E E E E E E E 30 29 30 31 31 32 32 33 33 34 35 36 36 31 31 30 31 31 32 32 33 33 34 35 36 36 33 32 32 32 32 32 32 33 33 34 35 36 36 34 34 33 33 33 33 33 33 33 34 35 36 36 120 MPH EXPOSURE C 20 4 8' -11" A 8' -5" A 21. 22 23 24 17 -1" C 27 2B 29 31 28' -3" a W W W W W W W W W W WI 32 32 34 37 4.5 7 -11" A 8' -2" B 22 22 23 24 16' -8° C 28 28 29 30 27' -2" 33 33 34 36 5 7' -1" A 7-11" B 23 23 23 24 16' -1" C 29 29 29 30 26' -3" 34 34 34 36 5.5 6 -5" A 7 -8" B 23 23 23 23 15' -7" D 29 29 29 30 25'-6" 35 35 35 36 6 5=11" A 7 -5" B 24 24 24 24 15' -0" D 30 30 30 30 24' -9° 35 35 35 35 6.5 5' -5" A 7-1" B _ 24 24 • 24 24 14' -6" D 30 30 30 30 24' -2" 36 36 36 - 36 7 5' -1" A 6 -10" B 24 24 24 24 13' -11° D 31 31 31 31 23' -7" 36 36 36 36 7.5 4' -9" A 5 -7" B 24 24 24 24 13'-5" D 31 31 31 31 23' -1" 37 37 37 37 8 4' -5" . A 6-4" B 25 25 25 25 17 -11" - D 31 31 31 31 ZZ' -7" 38 38 38 38 9 3' -11" A 5' -11" B 25 25 25 25 12' -1" D 32 32 32 32 21' -9" 39 39 39 39 10 3'6 A - 66 B - 25 25 25 25 11' -3" D 32 32 32 32 21' -0" 40 40 40 40 11 3' -7 A 5' -0" B 25 25 25 25 10' -3" p 32 32 32 32 20' -4" 40 40 40 40 130 MPH EXPOSURE C 20 4 4.5 5 5.5 6 6.5 7 7.5 8 8' -11" 7-11" 7-1" 6' -5" 5' -11" 5' -5" ' 5' -1" 4' -9" 4' -5" A A A A A A A A A T -2" 6' -11" 5 -9" 66 6 -3" 5 -1" - 5' -10" 5' -7" 5' -5 A A A B B B B 6 B 21 22 23 23 24 24 24 24 25 22 22 23 23 24 24 24 24 25 23 23 23 23 24 24 24 24 25 24 24 24 23 24 24 24 24 25 14' -7" 14' -2" 13' -9" 13'0" 12' -9" 12' -4" 11' -10" 11' -5" 1 t' -0" 8 C C C C C C 0 D 27 28 29 29 30 30 31 31 31 28 28 29 29 30 30 31 31 31 29 29 29 29 30 30 31 31. 31 31 30 30 30 30 30 31 31 31 28' -3" 27' -2" 26 -3" 25' -6" 24' -9" 24' -7 23' -7" 23' -1" 22' -7" D E E E E E E - E E 34 35 36 36 37 38 38 39 40 34 35 36 36 37 38 38 39 40 35 35 36 36 37 38 38 39 40 37 37 36 36 37 38 38 39 40 TABLE 9.3 Post Requirements for Attached Structures Post Description Max POST Height Twin 0 032 "x1.5 "x1.5" A Clover 0.024 "x3 "x3" Alum 12' 0:024"Post with Sideplates 10' A Clover 0,040°x3":3" Alum 12' Colonial 0.062° Extruded 12' C 0.041'x3 "x3" Steel Clover 12' 0.041 "x35(3" Steel Cover E 0.1885(3"X3" Steel Square 15' F 0.188 "x4 "x4" Steel Square 18' G Table 9.5 Post Substitutes Square Circular 0.041 "x3 "x3' 0.188'x3 "Diameter 0.1885(35(3" 0.188 "x4 "Diameter 0.188'x4 "x4" 0.1585:5" Diameter 0.188 "x5'x5" 0.188 "x6 "Diameter TABLE 9.4 Post Requi ements for Freestanding Structures Post Description Max POST Height 0.041 "x3 "x3" Steel Clover 8'. 0.188"x3':3" Steel Square 15' Q 18854 "x4" Steel Square 18' 0.188 "x5'5(5" Steel Square 18 E G NON - CONSTRAINED CONSTRAINED 2/15/2004 10.0 COLUMN AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURES POST SPACING MULTIPLIED BY TRIB WIDTH Solid Cover Tributary Area (sq ft) Minimum Post Type Required for Attached Stuctures Live Load (psi) 10 20 25 30 40 60 30 35 40 45 50 55 60 68 70 75 80 85 90 95 100 105 , ,110 120 140 160 180 200 220 250 300 350 400 450 500 A A B B B D A A B B C D A B B B C D A B B C D E A B C C D E A . B C C D E A B C D E E A C C D E E B C. D D E E B C D D E E B C D E E E B D D E E E B D D E E E B D E E E E B D E E E E B D E E E E B D E E E E C E E E E E C E E E E F C E E E E G D E . E E E G D E E E F G D E E E F G E E E E G G E E E F G H E E F G G H E F G G H H E F G G H H E G G G H J Table 10.1 POST TYPE POST DESCRIPTIONS DETAIL MAX POST HGHT Ir =G) nmvow>> Twin 0.032'x1.5'X1.5" AC 8' Clover 0.02453"x3" Alum L4, N14, Z 12 0.024 "Post with Sideplates L11, N11, AH 10' Clover 0.04053'x3" Alum AE 12' Colonial 0.062" Extruded L11, N11, All 12 0.041'4'53" Steel Clover L11, N11, AH 12 0.041'53'X3" Steel Clover L21, N17, AG 8' 0.188 "x3'X3" Steel Square L21, N17, AG 15' 0.188'54'x4" Steel Square L21, N17, AG 18' 0.188'55'x5 " Steel Square L21, N17, AG 18' Table 10.2 1 2 4 Fa Table 10.3: Required Number of Fasteners for Sheari #14 SMS = #14 sheet metal or SDS screw, 1/2" minimum length 5/16" B = 5/16" Diameter Bolt See General Notes for specifics on fasteners Table 10.4: Required Number of Fasteners for Tension Loads Aluminum Gage On) 0.036 0.062 0.060 0.089 0.100 K L M N 0 5/16" #14 5/16" 5/16" #14 BOLT SMS BOLT BOLT SMS 621 362 913 1355 701 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 2 1 1 1 1 2 1 1 1 1 2. 1 1 1 2 2 1 1 1 2 2 1 1 2 2 3 1 1 2 2 3 1 1 2 2 3 1 1 2 Design Footer Uplift Size (lbs) d (in) 100 12 127 13 159 14 195 15 237 16 284 17 338 18 397 19 463 20 536 21 616 22 682 Slab 704 23 800 24 801 Slab 904 25 2 3 2 1 2 973 Slab 2 3 2 1 2 2 3 2 1 2 3 4 2 1 2 3 4 2 2 3 3 5 2 2 3 3 5 2 2 3 4 5 3 2 3 4 6 3 2 3 4 6 3 2 4 4 7 3 2 4 5 8 3 2 4 5 8 4 3 5 6 9 4 3 5 6 9 4 3 5 6 n/a 5 3 6 7 n/a 5 3 6 7 n/a 5 4 7 8 n/a 6 4 7 8 n/a 6 4 8 9 n/a 6 4 8 n/a n/a 7 5 9 n/a . n/a 7 5 9 n/a n/a 8 5 n/a n/a n/a - 8 6 n/a n/a n/a , 8 6 n/a TABLE 10.5: WALL ATTACHMENTS FOR SOLID COVER STRUCTURES Clearspan on this chart is the distance from The wall to the first row of columns. HIS Kwik Bolt II 1/4" diameter and 2.5" embedment ICBO ER -4627 or other anchor w/ 550# shear vs wind and seismic loads. Masonry anchors must have a shear value of 250# for wind or seismic loads. 1/4" Lag screws must have 2 1/4" of penetration into studs. These lag screws must have an 1/8" lead hole: All wall connections evaluated at 110 mph Exposure C wind load. LIVE LOAD (PSF) ANC 1 ANC 2 0/C SPACING CONCRETE ANCHORS ANC ANC4 1017 26 1139 27 1270 28 1411 29 1563 30 1724 31 1896 32 2080 33 2275 34 2481 35 2700 36 2931 37 3175 38 3433 39 3704 40 3988 41 4288 42 4601 43 4930 44 5273 45 5633 46 6008 47 6400 48 6808 49 7234 50 0/C SPACING MASONRY ANCHORS 0/C SPACING FOR #10x2" SMS SCREWS CLEAR - SPAN (FT) 10 24" 24" 11' # OF 1/4" LAG SCREWS PER STUD @16" 0/C SPACING 1 21' 20 25 24" 24" 8" 11' 1T' 2 1 2 30 16" 20" 10' 17 1 2 16" 8' 16 1 2 40 16" 16" 13' 2 1 Spacing between bolts and screws shall be 2.5 times the shank diameter 2 The edge distance of bolts and screws shall be 3 times the shank diameter 3 Connections shall be arranged no that the center of resistance of the connection shall coincide with the resultant line of action of the load. TABLE 10.6: WALL ATTACHMENTS FOR LATTICE COVERS ANC 3 ANC 4 LIVE LOAD (P5F) WIND SPEEC MPH CLEAR - SPAN (Fr) NO. OF #10 SCREWS PER RAFTER @ 24" 0/C 10 90 C 100C 21' 2T 2 3 NO. OF 1/4" LAG SCREWS PER RAFTER @ 24" 0/C 2 20 110C 120C 130C 11' 16' 18' 2 3 4 2 25 120C 130C 130C 9' 13' 18' 2 3 4 2 3 30 130C 130C 130C T 11' 17' 2 3 2 3 40 130C 1300 8' 15' 3 6 4 3 60 130C 130C _ 5' 10' 3 6 2 4 TABLE 10.7 STUCCO ATTACHMENT TO WALL ALLOWABLE DISTANCE TO FIRST ROW OF POSTS Live /Snow Load (psf) 16" o/c 24" o/c Wind Speed (mph) and Exposure 90 Exp C 90 Exp B 90 Exp C 10 20 25 30 40 60 20-0" 20-0" 16' -2" 20' -0" 15-8" 15'-8" 20-0" 15-8" 15-8" 20' -0' 15-8" 15-8" 20-0" 13-8" 13-8" 13'_1 r , .9'-21; 9' -2" , :9660 / w' U S./ ' 01\7\ L :.V. j EXPIRES -02-25 2/15/2004 Aluminum Material Gage (in) Steel Gage (in) 0.024 0.024 0.032 0.036 0.040 0.040 0.060 0.0601 0.041 0.041 A B C D E F G H I J Footer Design #14 5/16" 5116" #14 #14 5/16" #14 5/16" #14 5/16" Size Uplift SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT d On) (lbs) 164 406 540 245 273 676 293 900 507 1152 12 100 1 1 1 1 1 1 1 1 1 1 13 127 1 1 1 1 1 1 1 1 1 1 14 159 1 1 1 1 1 1 1 1 1 1 15 195 2 1 1 1 1 1 1 1 1 1 16 237 2 1 1 1 1 1 1 1 1 1 17 284 2 1 1 2 2 1 1 1 1 1 18 338 3 1 1 2 2 1 2 1 1 1 19 397 3 1 1 2 2 1 2 1 1 1 20 463 3 2 1 2 2 1 2 1 1 1 21 536 4 2 1 3 2 1 2 1 2 1 22 616 4 2 2 3 3 1 3 1 2 1 Slab 90mph 682 5 2 2 3 3 2 3 1 2 1 23 704 5 2 2 3 3 2 3 1 2 1 24 800 5 2 2 4 3 2 3 1 2 1 Slab 1106 801 5 2 2 4 3 2 3 1 2 1 25 904 6 3 2 4 4 2 4 2 2 1 Slab 1100 973 6 3 2 4 4 2 4 2 2 1 26 1017 7 3 2 5 4 2 4 2 3 1 27 1139 7 3 3 5 5 2 4 2 3 1 28 1270 8 4 3 6 5 2 5 2 3 2 29 1411 9 4 3 6 6 3 5 2 3 2 30 1563 n/a 4 3 7 6 3 6 2 - 4 2 31 1724 n/a 5 4 8 7 3 6 2 4 2 32 1896 n/a 5 4 8 7 3 y 3 4 2 33 2080 n/a . 6 4 9 8 4 8 3 5 2 34 2275 n/a 6 5 n/a 9 4 8. 3 5 2 35 2481 n/a 7 5 n/a n/a 4 9 3 5 3 36 2700 n/a 7 5 n/a n/a 4 n/a 3 6 3 37 2931 n/a 8 6 n/a n/a 5 n/a 4 6 3 38 3175 n/a 8 6 n/a n/a 5 n/a 4 7 3 39 3433 n/a 9 7 n/a n/a 6 n/a 4 7 3 40 . 3704 n/a n/a 7 n/a n/a 6 n/a 5 • 8 . 4 41 3988 n/a n/a 8 n/a n/a 6 n/a 5 8 4 42 4288 n/a n/a 8 n/a n/a 7 n/a 5 9 4 43 4601 n/a n/a 9 n/a n/a 7 n/a 6 n/a 4 44 4930 n/a n/a n/a n/a n/a 8 n/a 6 n/a 5 45 5273 n/a n/a n/a n/a n/a 8 n/a 6 n/a 5 46 5633 n/a n/a ' n/a n/a n/a 9 n/a 7 n/a 5 47 6008 n/a n/a n/a n/a nla 9 n/a 7 n/a 6 48 6400 n/a n/a n/a n/a nla n/a n/a 8 n/a i 6 49 6808 n /a- n/a n/a n/a Na n/a n/a 8 n/a 6 50 7234 n/a n/a n/a n/a n/a n/a n/a 9 n/a 7 #14 SMS = #14 sheet metal or SDS screw, 1/2" minimum length 5/16" B = 5/16" Diameter Bolt See General Notes for specifics on fasteners Table 10.4: Required Number of Fasteners for Tension Loads Aluminum Gage On) 0.036 0.062 0.060 0.089 0.100 K L M N 0 5/16" #14 5/16" 5/16" #14 BOLT SMS BOLT BOLT SMS 621 362 913 1355 701 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 2 1 1 1 1 2 1 1 1 1 2. 1 1 1 2 2 1 1 1 2 2 1 1 2 2 3 1 1 2 2 3 1 1 2 2 3 1 1 2 Design Footer Uplift Size (lbs) d (in) 100 12 127 13 159 14 195 15 237 16 284 17 338 18 397 19 463 20 536 21 616 22 682 Slab 704 23 800 24 801 Slab 904 25 2 3 2 1 2 973 Slab 2 3 2 1 2 2 3 2 1 2 3 4 2 1 2 3 4 2 2 3 3 5 2 2 3 3 5 2 2 3 4 5 3 2 3 4 6 3 2 3 4 6 3 2 4 4 7 3 2 4 5 8 3 2 4 5 8 4 3 5 6 9 4 3 5 6 9 4 3 5 6 n/a 5 3 6 7 n/a 5 3 6 7 n/a 5 4 7 8 n/a 6 4 7 8 n/a 6 4 8 9 n/a 6 4 8 n/a n/a 7 5 9 n/a . n/a 7 5 9 n/a n/a 8 5 n/a n/a n/a - 8 6 n/a n/a n/a , 8 6 n/a TABLE 10.5: WALL ATTACHMENTS FOR SOLID COVER STRUCTURES Clearspan on this chart is the distance from The wall to the first row of columns. HIS Kwik Bolt II 1/4" diameter and 2.5" embedment ICBO ER -4627 or other anchor w/ 550# shear vs wind and seismic loads. Masonry anchors must have a shear value of 250# for wind or seismic loads. 1/4" Lag screws must have 2 1/4" of penetration into studs. These lag screws must have an 1/8" lead hole: All wall connections evaluated at 110 mph Exposure C wind load. LIVE LOAD (PSF) ANC 1 ANC 2 0/C SPACING CONCRETE ANCHORS ANC ANC4 1017 26 1139 27 1270 28 1411 29 1563 30 1724 31 1896 32 2080 33 2275 34 2481 35 2700 36 2931 37 3175 38 3433 39 3704 40 3988 41 4288 42 4601 43 4930 44 5273 45 5633 46 6008 47 6400 48 6808 49 7234 50 0/C SPACING MASONRY ANCHORS 0/C SPACING FOR #10x2" SMS SCREWS CLEAR - SPAN (FT) 10 24" 24" 11' # OF 1/4" LAG SCREWS PER STUD @16" 0/C SPACING 1 21' 20 25 24" 24" 8" 11' 1T' 2 1 2 30 16" 20" 10' 17 1 2 16" 8' 16 1 2 40 16" 16" 13' 2 1 Spacing between bolts and screws shall be 2.5 times the shank diameter 2 The edge distance of bolts and screws shall be 3 times the shank diameter 3 Connections shall be arranged no that the center of resistance of the connection shall coincide with the resultant line of action of the load. TABLE 10.6: WALL ATTACHMENTS FOR LATTICE COVERS ANC 3 ANC 4 LIVE LOAD (P5F) WIND SPEEC MPH CLEAR - SPAN (Fr) NO. OF #10 SCREWS PER RAFTER @ 24" 0/C 10 90 C 100C 21' 2T 2 3 NO. OF 1/4" LAG SCREWS PER RAFTER @ 24" 0/C 2 20 110C 120C 130C 11' 16' 18' 2 3 4 2 25 120C 130C 130C 9' 13' 18' 2 3 4 2 3 30 130C 130C 130C T 11' 17' 2 3 2 3 40 130C 1300 8' 15' 3 6 4 3 60 130C 130C _ 5' 10' 3 6 2 4 TABLE 10.7 STUCCO ATTACHMENT TO WALL ALLOWABLE DISTANCE TO FIRST ROW OF POSTS Live /Snow Load (psf) 16" o/c 24" o/c Wind Speed (mph) and Exposure 90 Exp C 90 Exp B 90 Exp C 10 20 25 30 40 60 20-0" 20-0" 16' -2" 20' -0" 15-8" 15'-8" 20-0" 15-8" 15-8" 20' -0' 15-8" 15-8" 20-0" 13-8" 13-8" 13'_1 r , .9'-21; 9' -2" , :9660 / w' U S./ ' 01\7\ L :.V. j EXPIRES -02-25 2/15/2004 3" HEADER (3004 -H36 ALUM. ALLOY) 2 1/8" 1= 0.024" OR 0.032" u7 CO © RAFTER & SIDEPLATES (3004 -H36 ALUM. ALLOY) LATTICE TUBES 1.5'xL5' 83' o/c 2'x2' @4' o/c fij 3'x3' @6' o/c DIC MN 0 LATTICE (3105 -H26 ALUM. ALLOY) 0 POST (3105 -H26 ALUM. ALLOY) .048 MIN. ASTM A -653 Fy =40 KSI 15 STEEL CONNECTOR FOR WOOD POST CONNECTION FOUR 38 SMS FOR 40 PSF SHOW LOAD AND 120 MPH WIND TWO *8 SMS FOR ALL OTHER LOADS SEE TABLE BELOW FOR SCHEDULE I(ET USED WV' X 6 1/2' RAFTERS 15/16 BRACKET USED W /3' X 8' RAFTERS nd d 1 (n) Header AIIowable.Trib Width No. of #B Screws 2 3 4 6 PH 0:032 Double 2x6 16' all all all 0.042 0.0425(3 "x8° 10' 15' all all 0.042 Double 3x8 all all all . all APH 0.032 Double 2x6 10' 16' all all 0.042 0.042 "x3 "x13" 7' 10' 14' all 0.042 Double 3x8 14' all all all APH, 0.032 Double 2x6 7' 11' all all 0.042 0.042'x3 "xB" 5' 7' 10' all 0.042 Double 3x8 10' all all all RAFTER TO TCONNER HEADER BRACKETS 606376 ALUM ALLOY T =0.060' USE TWO #14 OR 3 #8 SCREWS FOR ATTACHING TO STEEL C BEAMS 1/4' x 4' LAG SCREW SEE TABLE 10.6 COLUMN ANC4 FOR QUANTITY 18 X 2 ' SMS FOR 1 1/2' LATTICE- f 8 x 2 1/2' FOR 2' LATTICE LUM. RAFTER 0 LATTICE TO RAFTER CONN. SEE TABLE 10.6 FOR / REQUIRED FASTENERS 1" P. 2 -18 WS EACH SIDE .I 1 1/2' FOR 2 X RAFTERS 2 3/4' FOR 3 X RAFTERS L= 1.92' FOR 2' X 6 1/2' RAFTERS L= 2.92" FOR 3' X 8' RAFTERS E J (6063 -T5 ALUM. ALLOY, '7= 0.06OD LQ RAFTER HANGER WOOD LEDGER- 2 X DEPTH RAFTER EXISTING STRUCTURE 27410 X 1 -SCR EA SIDE ALT. SIMPSON HANGER SHOWN U26R PER I.C.B.O. E.S. EV. 11258 ALUM. RAFTER TERNATE RAFTER TO WALL CONN. STUD 3' x 3' MTTAL COLUMN TUBE WITH TWO 2' x6.5' ALUMINUM BOX BEAM SIDEPLATES, SHOWN. SIDEPLATES MAY BE OMITTED COLUMN CONNECTOR AS REQUIRED BY PLANS 2 -1/4' x 4` EMBEIBIENT LAG SCREW, ONE ON EACH SIDE OF COLUMN. TIMBER FLOOR JOIST OR HEADER ITACHED STRUCTURE POST ) FLOOR JOIST SEE GENERAL NOTE 119 MAX WINDSPEED IS 110 MPH EXPOSURE C 3' x 3' METAL COLUMN TUBE WITH TWO 2'.x 6 1/2' ALWBNUM BOX BEAM ' 400 SIDEPLAATES, BE SIDEPLATES NAY AY nE OM1TTtD _ REQUIRED CONNECTOR LA AS REQUOlED BY PLANS opi2-5/16' NDAR BOLTS WITH STANDARD WASHERS UNDER BOTH HEAD AND NUT. ONE ON EACH SIDE OF COLUMN. � DOCKING ATTACHED STRUCTURE POST TO DECKING I.. mum.; 1/4' LAG SCREWS (2 1/4' OF PENETRATION INTO WALL STUD> I' MINIMUM L 2.801. MIN 3' X B' ALUM RAFILR BRACKET 3.00 0.721 -1.56 -I 0.93 0.72 0.72 0 .93 1.56 3 0.28 --a I --0.17 t (IN)= 0.040 (ALUM) = 0.041 (51ttL) _NOTE; COLUMNS MAY BE TRIMMED W /FLEX- ALUM. FACING. 3" ALTERNATE POST (3004 H36 ALUM. ALLOY OR A -653 Fy =40 KSI STEEL) 0.72 0 X 8' ALUM HEADER 14 SELF - DRILLING SCREW POST ALTERNATIVE FOR SLAB ATTACHMENT ONLY SMS INTO BOX SECTION NOTE: USE PLASTIC PLUG TO FILL 1/2' DIA. ACCESS HOLES USED WHEN ATTACHING S.M.S. INTO ANOTHER BOX SECTION IN WHICH THE SMS LENGTH WOULD EXCEED 2 1/2'. L) PLASTIC PLUG DETAIL ALUM RAFTERS SEE SCHEDULE FOR SIZE AND SPACING TERNATE 2- 2"X 6 1/2" HEADERS IN PLACE OF 3"X 8" HEADER WITH POST & SIDEPLATES 3"X 3" POST ALTERNATE DOUBLE 3" x 8" AND 2' x 6.5" HEADERS A.merimax 5208 TENNYSON PARKWAY BUILDING PRODUCTS, INC. P too PLAN O, TEXAS 750 24 DRAWN BY: BEJ /CP SCNE: NTS TYPE Component Parts & Connection Details For Patio & Commercial Lattice Structures ALTERNATE 3" SQ. POST CONNECTOR BRACKET (6063 -T6 ALUM. ALLOY) 0.100 j 5.5" 1.575" 2.35" 2.5" WE 111911 - o�■���Io 0.750" 0,041x3'x3' STEEL POST .060 0.750" 5/16' BOLTS W/ 1' DIA, x 3/32' THK, STL, WASHER TO 8' STEEL 'C' BEAM SEE TABLE 10.4 COLUMN 'N' FOR QUANTITY fOR #14 SELF DRILLING SCREWS SEE TABLE 10.4 COLUMN '0'. 5/16' BOLTS SEE TABLE 10.3 COLUMN 'H' FOR QUANTITY OR #14 SELF DRILLING SCREWS SEE TABLE 10.3 COLUMN 'G' FOR QUANTITY SEE DETAIL 'A' 0 RIGHT HANGER , ALUMINUM RAFTER SIMPSON A34 CONN. OR E' Zx L ATTACHMENT SEE DETNL L7 'II 1/2" FASCIA FOR MAXIMUM OVERHANG SEE SCHEDULE 0 RIGHT ALTERNATE EAVE ATTACHMENT SIMPSON A34 CONNECTOR OR EQUAL ADD TWO 16D NAILS @ EACH RAFTER OR TRUSS 1/2' FASCIA DETAIL "A" RAFTER OR TRUSS 6 - 110 SCREWS, 3 EACH LEG OF CONNECTOR - TYPICAL DETAIL 3" X 8" — 1 FOR ATTACHED STRUCTURES POST TO WRAPPED 3" X 8" X 12 or 14 GA. 'C' BEAM HEADER CONNECTIONS 3 "X 8" BOX BEAM WRAP 3 "X 8 "X 12, 14 OR 16 GA "C" BEAM L�j g� 3" X 12" X 12 GA. STL. 'C' BEAM �1WRAP W/ 3" X 8" ALUM. BOX BEAM L19 HEADER SPLICE DETAIL 2_ 114 SMS EACH SIDE 3' X 8" HEADER HEADER SPLICE MUST BE CENTERED ON POST 2- 2' X 6 1/2' SIDEPLATES OONNEllE H SIDE OF 3.00 ", .4.00" 5.00" OR 6.00" L 3.00 ", 4.00" - 5.00" OR 6.00" 0.188" 11'P. 3 ", 4 ", 5" OR 6" STEEL POST Fy =36 KSI Seal wIth permanently flexible & waterproof sealant 2'x4' Stud � 1.00'Min. 3.5' MIN 325' minimum penetration SEE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN TABLE 10.7 1/4" Lag Screw 1.00'm in, ATTACH LATTICE COVER AS PER L7 Completely Seal with permanently flexible sY waterproof sealant Synthetc Stucco or other non - structural covering (1' max. thick) Sheathing L22 STUCCO ATTACHMENT DETAIL WITH LEDGER BOARD a EXPIRES 02 -25- 6" 3" X 8" BOX BEAM HEADER ALUM. "H" BRACKET 3 "X 3" ALUM. POST ALUMINUM 'H' BRACKET FOR CONNECTING POST TO HEADER (6063 —T6 ALUM. ALLOY) Arne I�n •K 5208 TENNYSON PARKWAY SUITE 100 - BUILDING PRODUCTS, INC. PLANO, TEXAS 75024 DRAWM 8Y: BEJ /CP SCALE TYPE NTS Component Parts & Connection Details For Patio & Commercial Lattice Structures MAX DISTANCE TO FIRST ROW OF POSTS "L" Live RAFTER EAVE OVERHANG Load SIZE 12" 18" 24" 3D" 36" 10psf 2x4 1T -1" 9-8" 5-6" 2-6" 0' -2" 2x6 22 -0" 22' -0" 19' -6" 13' -8" 9' -6" 2x8 22'-0" 22-0"_ 22' -0" 22-0" 22 -0" 20psf 2x4 8'-6" 4' -9" 2' -8" 1' -3" 0' -1" 2x6 17' -2" 14-2" 9' -8" 6-10" 4-9" 2x8 22 -0" 22 -0" 19' -10" 14-10" 11' -6" 25psf 2x4 6' -9" 3' -9" 2' -1" 0' -10" 0' -0" 2x6 13-8" 11' -3" T -8" 5' -4" 3-8" 2x8 19' -2" 18' -4" 15-9" 11' -10" 9-1" 30psf 2x4 5-6" 3-0" 1' -6" 0' -4" 0' -0" 2x6 11' -1" 9-2" 6-1" 4-1" 2 -8" 2x8 15-9" 14' -10" 12-10" 9-6" 7' -1" 40psf 2x4 3' -10" 1' -10" O' -8" 0' -0" 0. -Q" 2x6 7-10" 6-7' 4-2" 2-7" 1' -4" 2x8 11' -4" 10' -6" 9' -3" 6-7" 4-8" 60psf 2x4 2' -3' 0' -10" 0' -0" 0' -0" 0' -0" 2x6 4-8" 3' -10" 7 -2' 1' -0" 0' -1" 2x8 7' -0" 6-2" 5-3" 3-8" 2-3" EXPIRES 02 -25- 6" 3" X 8" BOX BEAM HEADER ALUM. "H" BRACKET 3 "X 3" ALUM. POST ALUMINUM 'H' BRACKET FOR CONNECTING POST TO HEADER (6063 —T6 ALUM. ALLOY) Arne I�n •K 5208 TENNYSON PARKWAY SUITE 100 - BUILDING PRODUCTS, INC. PLANO, TEXAS 75024 DRAWM 8Y: BEJ /CP SCALE TYPE NTS Component Parts & Connection Details For Patio & Commercial Lattice Structures 2 1/8' �g- 0.024' 0.024' r 2 1/8 „„=„.„..„ L L 3' SQUARE COLUMN -E;t) (3105 -H26 ALUM. ALLOY) 2' x 6.5' SIDEPLATES (3004 =136 ALUM. ALLOY) 3" 0.024' 6 5/8' FOUR SD SCREWS EACH SIDE UP TO 110 MPH EXP C TWO 5/16' BOLTS FOR 90 MPH EXP C, 110 MPH EXP B ON SLAB THREE 5/16' BOLTS FOR 110 MPH EXP C AND FOOTINGS > d =26' ALUMINUM BRACKET FOR CONNECTIONG POST TO FOOTING OR SLAB (6063 -T6 ALUM ALLOY) TWO 3/B' HILTI KWIK BOLT II W/ 25' EMBEDMENT 3 "X 3" POST 2 "X 6 1/2" ISIDEPLATES ALUM. FOOTING BRACKET ••U •a SLAB OR FOOTING in. Bracket (0.060') tice or Panels Lattice or Sold Panels 8 SMS x 8' Header #1 (0.042') #10 SM 3 "x3" POST 0.042 "x3 "x8" HEADER Alum, Bracket (0.060') 3' x 8' Header *2 (0.042') 2' x 6' Side Plate *10 SM 3' x 8' Header *1 (0.042') 3 "x3" POST 2x6.5" SIDEPLATE 8 SMS 7 ) ALTERNATIVE SPLICE FOR ATTACHED UNITS ALUM RAFTER MAX "L" FOR BOTTOM MOUNT Wind Load 16" o/c 24 "o /c 90 m ph Exp B 13' -5" 7' -7" 90 m ph Exp C 110mph Exp B 5'-3" 9,-5" 4' -1' 5, -8" 110 m ph Exp C 4' -5" 3, -9" 3/16" ASTM A36 STEEL BRACKET IS 125' WIDE 8" HANGER - TOP MOUNT \ 2X8 LEDGER BOARD (SPF) /1 Dx1.5' scan /104.5' screws L BOTTOM MOUNT SEE TABLE 105 FOR F SCHEDULE TOP OR BOTTOM MOUNT BRACKET EXISTING SAVE WOOD FRAMING 3/16" ASTM A36 STEEL BRACKET 1" SPACING BETWEEN SCREWS EAVE ATTACHMENT EAVE OVERHANG AND 'L' MUST ALSO COMPLY WITH DETAIL L17 3'X 8' ALUM. HEADE 2'X 6 1/2'X .024" ALUM. SIDEPLATES 3" x 8" HEADER CONNECTION 4- #14 SMS EACH SIDE .094' #14 x 3/4' TEK FOUR- #14 SMS EACH SIDE, SPACED EVENLY WITH SIDEPLATES —{1.0" 2.O'--- 3" ALTERNATE POST CONN. BRACKETS (STEEL A -653 Fy= 40,000 PSI) MAX "L" FOR TOP OR SIDE MOUNT Live/ TRUSS /RAFTER Snow 0/C SPACING Load 16" o/c 24 "o /c 10 21'-6" 20 11' -3" 25 10' -9" 30 9' -0" 40 6',10" 60 4' -r #10X1.5" SCREWS 6 PLACES ALUM RAFTER 14'-4" 7,_6" 7'-2" 6'43" 4, -6" 3,_0., ADDITIONAL 1/2" 0 BARS AS REOUIREO (SEE NOTE BELOW) ALTERNATE FOOTING TO POST CONNECTION 12" MIN DETAIL NOTE CONCRETE FOOTING USE 1 — 1/2" 0 STEEL BAR FOR FOOTINGS UP TO 36' CUBE. USE 2 — 1/2' 0 BARS FOR FOOTINGS UP TO 46" CUBE AND 3 — 1/2' 0 BARS FOR FOOTINGS UP 10 52" CUBE, 1/2`0 STEEL BAR -12' LONG CENTERED ON COLUMN LEDGER BOARD CTTIC Mn„A,r uo..rvr-r eriax 5208 TENNYSON PARKWAY BUILDBVGPRODUCTS, WG SUITE 100 DRAWN Bt: BEJ /CP SEA E: NTS PLANO, TEXAS 75024 Component Parts & Connection Details For Patio & Commercinl 750 .291" fc 5.406" • —375" #10 SMS @ 6 ",12" OR 9" 0.C. FOR 6 ",12 ", & 18" PANELS #10 SMS 6" O.C. FOR 6" & 12" PANELS — 9" O.C. FOR 18" PANEL 1.0" — — STRUCTURAL PAN L 6 ", 12" OR 18" WIDE .079" .079> 109" 4.00" 2.725" ALASKAN HEADER (6061 -16 ALUM. ALLOY) 0.67' 5.75' 0,09' I I 0.38' STABILIZER CUP t0.54' 0.50' 0.63' —1 4.00' 1 .115 GAUGE TYPICAL 2.17' CLASSIC FASCIA W/ STABLIZER CLIP (6105 –T5 Alum. Alloy) 2.31' 2' x 6.5' Rafter Rafter Tolls FASCIA FROM NI, N2, N4 OR NI0 Structural Panel 0.042'x3'x Header Post NEWPORT FASCIA BEAM DETAIL 1.7188 0.2344 1.8532 N6 STABILIZER CLIP FOR EXTRUDED HEADER 'N2' (6063 –T6 ALUM. ALLOY) T 1.187" 0.0356 R= 0.2° jy-- 0.95" 1 f 0.5" 2.501 t R =.125" 3.0" 0.92" R= 0.15 167° 167" TYP. 6.00" 6" FLAT PAN 06" STRUCTURAL PANEL (3004 -H36 ALUM. ALLOY) R =.125" FOUR #14 SD SCREWS EACH SIDE UP TO 110 MPH EXP C TWO 5/16" BOLLS FOR 90 MPH EXP C OR 110 MPH EJip B ON SLAB THREE 5/16" BOLTS FOR 110 MPH EXP C AND FOOTINGS GREATER THAN d =26 x POST SEE NOTE AT RIGHT Q 062" SEE DETAIL 'N26' R =.375" FOR EXTRUDED HANGER W/ A –RAIL 437" A –RAIL (6063 –T6 ALUM. ALLOY) f 2.00' 6,50' f 2,50' I 2.00' i — 1.50" — 0.036" TYP. —.325" ,� —1.67" H1.66" N4 6 1/2" ROLLFORMED HEADER (3004 —H36 ALUM. ALLOY) 1.00 " — FOR 3 1/2' f PANELS 2.00" — FOR 2 1/2" t PANELS 5°1-- 1.00 °I -- 0.16' NON— STRUCTURAL SIDE FASCIA IS NOMINAL .018" IN THICKNESS. 2,00' 3 "X 3" 2 "X 6 1/2" SIDEPLATES ALUM. FOOTING BRACKET 2 3 '8" x 3 1/2" H USE ONLY ON SLAB OR d =26" FOOTER OR SMALLER • . n • • SLAB OR FOOTING 4 BRACKET FOR CONNECTING POST TO SLAB DR FOOTING (6063 —T6 ALUM ALLOY) SON "•. L EXPiRES 02 -25- (1 Anzienm BUILDING PRODUCTS, INC. awwn RO BEJ /CP SOUL NTS 5208 TENNYSON PARKWAY SUITE 100 PLANO, TEXAS 75024 •Component Parts & Connection Details far NPwa r,rt 2.88' 7.88' #14- SMS COVER PANEL 12, 14 OR 16 GA. 0.5" TYP. STEEL "C"- CHANNEL HEADER (STEEL A -653 Fy =40 KSI) 4.656 I--- 0.641 1.000 -- 0.0750 -I 2.000 N1 4.043 CALIFORNIA FASCIA (ALUM 6063 T6) 1.37 .33 h—,71 - I.33 H ,08 t (IN)= 0.040 (ALUM) = 0.041 (STEEL) NOTE: POSTS MAY BE TRIMMED w /FLEX ALUM. FACING. 3" ALTERNATE POST (3004 -H36 ALUM. ALLOY OR A -653 Fy =40 KSI STEEL) .33 1,37 .33 1 2 1/8' 6 5/8' -1 2 1/8' 3' SQUARE COLUMN (3105 -H26 ALUM. ALLOY) 2' x 6.5' SIDEPLATES (3004 -H36 ALUM. ALLOY) SIDEPLATE CONNECTION DETAIL x 3' METAL COLUMN TUBE WITH TWO 2' x 6 1/2' ALUMINUM BOX BEAM SIDEPLATES, SHOWN. SIDEPLATES MAY BE OMITTED COLUMN CONNECTOR AS REQUIRED BY PLANS 2 -1/4' x 4' EMBEDMENT LAG SCREW, ONE ON EACH SIDE OF COLUMN. C5' EMBEDMENT REQ'D FOR 110 MPH EXP C) 2 TIMBER FLOOR JOIST OR HEADER ATTACHED STRUCTURE POST TO FLOOR JOIST SEE NOTE 19 3' x 3' METAL COLUMN TUBE WITH TWO 2' x 6 1/2' ALUMINUM BOX BEAM SIDEPLATES, SHOWN: SIDEPLATES MAY BE OMITTED COLUMN CONNECTOR AS REQUIRED BY PLANS TWO 5/16' A -307 BOLTS. WITH STANDARD WASHERS UNDER BOTH HEAD AND NUT. ONE ON EACH SIDE OF COLUMN. DECKING ATTACHED STRUCTURE POST TO DECKING 3/16' /SIR A36 STEEL BRACKET IS 125' VIDE ALUM PANEL HANGER TOP MOUNT 2X8 LEDGER BOARD (SPF) 110x1.5. .new. 3 II0r3.5. .crew./ EXISTING EAVE WOOD FRAMING /16" ASTM A36 STEEL BRACKET 1" SPACING BETWEEN SCREWS BOTTOM MOUNT SEE TABLE IDS FOR F SCHEDULE TOP OR BOTTOM MOUNT BRACKET SCREWS 1 ES l LEDGER BOARD SIDE MOUNT BRACKET EAVE OVERHANG AND 'L' MUST ALSO COMPLY WITH DETAIL N21 STEEL ANGLES 3 1/2" CONC. SLAB 1 FOOTING UNDER SLAB NOTE: ANCHORS MUST GO THRU SLAB AND BE EMBEDDED INTO FOOTING A MINIMUM OF 6" POST CONNECTION DETAIL FOR SLAB & FOOTING ATTACHMENT '�--- 3.00 . - 4 0.024" OR 0.040" TYP. 3.00" R =.0937 TYP. 3' SQUARE POST 3105 -H26 ALUM. ALLOY) 3 ", 4 ", 5" OR 6" 0.188" TYP. 3', 4', 5' OR 6' C"Tr -r rl/sr -T r I MAX "L" FOR TOP OR SIDE MOUNT Live/ Snow Load 10 20 25 30 40 60 TRUSS /RAFTER 0/C SPACING 16" o/c 24 "o /c 21' -6" 11' -3" 10' -9" 9'-0" 6' -10" 4' -7" 14`-4" 7,-6" 7' -2" 6' -0" 4' -G" 3' -0" STRUCTURAL PANEL ALTERNATIVE EAVE ATTACHMENT M AX "L" FOR BOTTOM MOUNT Wind Load 90 mph Exp B 90 mph Exp C 110 mph Exp B 110 mph Exp C EXPIRES 02 -2 Enninppr',, Sfmm� 16" o/c 24 "o /c 13' -5" 5' -3" 4' -5" 7, -7" 4' -1" 5' -8" 3, -9" �erIi ax. 5208 TENNYSON PARKWAY BUILLDINGPRODU TS,LNC. SUI0 PLANTE O, 10 TEXAS 75024 DRAWN BY, BEJ /CP SruE NTS Component Parts & Connection Details for Newport Patio Structures DETAIL "A" ADDITIONAL TWO - 16d NAILS 0 EA. RAFTER OR TRUSS 1/2' FASCLA SEE DETAIL A' 0 RIGHT HANGER -1 PA uCTURAL PAIE _ SIMPSON A34 CONNECTOR OR EQUAL RAFTER OR TRUSS 6- 110 SCREWS, 3 EACH LEG OF CONNECTOR - TYPICAL DETAIL 'A' 1/2' FASCIA L SEE TABLE 10.5 FOR FASTENER SCHEDULE FOR MAXIMUM OVERHANG SEE SCHEDULE 0 RIGHT ALTERNATE EAVE ATTACHMENT MAX DISTANCE TO FIRST ROW OF POSTS "1" Live RAFTER Load SIZE EAVE OVERHANG 12" 18" 24" 30" 36" 10psf 2x4 2x6 2x8 17' -1" 22' -0" 22' -0" 9' -8" 22' -0' 22' -0' 8-6' 19' -6" 22' -0' 2' -6" 13' -8" 27 -0" OL2" 27 -0' 20psf 2x4 2x6 2x8 1T_2" 22' -0" 4' -S' 14' -2" 22' -0' 2' -8' 13 -10" 1' -3" 6' -10" 4' -9" 14' -10" 11' -6' 25psf 2x4 2x6 2x8 8-9" 13' -8" 19' -2" 3'_9" 11' -3' 18-4' 2' -1' 0' -10" 7 -8' s-4" 159' 11' -10" 0' -0" 3' -8" 8-1" 30psf 2x4 2x6 2x8 5' -6" 11' -1" 18-9" 3' -0" 8_2" 14' -10" 1' -6" 8 -1' 12-10" 0r -4' 4' -1" 8-6" 0' -0" 2 -8" T -1" 40psf 2x4 2x6 2x8 3' -10" 7 -10" 11-4" 1' -10" 6' -7' 10' -6" 9' -3' 0' -0" 2 -7" 8 -7" a -0" 4'-8" 6opsf 2x4 2x6 2x8 7 -3" T -0" 0' -10" 3' -10' 6' -2" 0' -0' 8 -0" 1' -0" 3' -8" 0' -0" 0, -1" 7 -3" 6.50' #10 SIRS 0 FOLLOWING PACING: 6" 0.0. FOR 6" PANELS 6" 0.0. FOR 12' PANELS 9" 0.0. FOR 18' PANELS 0.036" TYP. 3,00' ROLLFORMED HEADER 'N4' CONN. DETAILS TO STRUCTURAL PANELS ROLLFORMED HEADER 'N4' 6',12' OR 18' WIDE STRUCTURAL PANELS 2- 2X 6 1/2" ALUM. HEADERS 1/2 4- #14 SMS EACH SIDE OF COLUMN 3"X 3' ALUM. COLUMN WITH SIDEPLATES END VIEW 4- #14 SMS EACH SIDE 2"X 6 1/2" ALUM. SIDEPLATES 3 °X 3' ALUM. COLUMN DOUBLE 2" X 6 1/2" HEADER CONNECTION 110 x 2" SMS SEE TABLE 10.5 fFOR SPACING 1.50" A- RAIL -SEE DETAIL 'N7' #10 SMS 0 FOLLOW - WG TACING: 6" O.C. FOR 6" PANELS 12' 0.C. FOR 12" PANELS 9" O.C. FOR 18" PANELS —1 l 2.25' t =.062" OR 2.50" TYP. 0.30 "H F- JI 1.50" N26 , UDED HANGER 3" STRUCTURAL PANEL 1 1," 040" / V 3 "X 8" ALUM. HEAD 4- #14 SMS EACH SIDE 2'X 6 1/2"X .024' ALUM. SIDEPLATE N2 3" x 8" HEADER CONNECTION 3' x 8° ALUM. HEADER 4- #14 SMS EACH SIDE 24" 0/C WITH SIDEPLATES 4- 14 SMS EAC SIDE 2' x 6 1/2 x .024 ALUM. SIDEPLATE OUBLE 2 "x 6.5" or 3 "x 8" HEADERS IN PLACE OF 3 "X 8" HEADER WITH POST & SIDEPLATES 3 "X 3" POST DOUBLE 2" x 6 .5" HEADERS or DOUBLE 3" x 8" HEADERS SEE TABLE 10.5 2.50' OR 3.50' / / .062'' 110 SMS 0 FOLLOW- S G SPACING: 6" O.C. FOR 6' PANELS 12' D.C. FOR 12" PANELS /r X 1.50" NOTE: Hill KB -I ANCHOR BOLTS PER G80 E.S. EV 14627 ROLLFORMED HANGER (3004 -H36 ALUM. ALLOY) 814 x 3/4' TEK 3' ALTERNATE POST CONN. BRACKtT5 (STEEL A -653 Fy= 40,000 PSI) 2'X 6 1/2 "X 12" ALUM. RAFTER 0 16" OR 24° 0.C. RAFTER HANGER ROLLFORMED HEADER EVc1' 2 "X 6 1/2" ALUM. FASCIA ALTERNATE-DECORATIVE FASCIA TRIM 1nen ax 5208 TENNYSON PARKWAY BUILDh1C PRODUCTS, INC SUITE 100 PLANO, TEXAS 75024 •Component Parts & Connection Details for Newport Patio Structures ADDITIONAL 1/2" 0 BARS AS REQUIRED (SEE NOTE BELOW) 2" MIN. :A(BEDMENT CONCRETE FOOTING /2 "0 STEEL R -12" LONG CENTERED ON COLUMN IOTF• USE 1 - 1/2" 0 STEEL BAR FOR FOOTINGS UP TO 36" CUBE. USE 2 - 1/2" 0 BARS FOR FOOTINGS UP TO 46' CUBE AND 3 - 1/2" 0' BARS FOR FOOTINGS UP TO 52" CUBE: • ALTERNATE FRELSIANDING STRUCTURE COLUMN TO FOOTING CONNECTION DETAIL 3" HEADER (3004 -H36 ALUM. ALLOY) 1 =0.024 OR 0.032" 2 1/8' [O RAFTER & SIDEPLATES (3004 -H36 ALUM. ALLOY) Alum. Bracket (0.060') Lattice or Solid Panels / Lattice or Solid Panels 0.042 "x3 "x8" HEADER 8 SMS 3' x 8' Header tt1 (0.042') 1110 SM 3 "x3" POST Alum. Bracket (0.060') 3' x 8' Header *2 (0.042') x 6' Side Plate N10 SM 3' x 8' Header #1 (0.042') 3 "x3' POST 2x6.5" SIDEPLATE ALTERNATIVE SPLICE FOR ATTACHED UNITS EMS 2' x 4' Stud J Seat with permanently Flexible & waterproof sealant 3.5' MIN 2' x 6' Ledger Board Attach patio cover/ rlattice per detail 100'roln, \ -'11 111111 111111IIIIIIIIIUMW 3.25' minimum penetration ALLOWABLE DISTANCE -IRST ROW OF POSTS IN _E 10,7 1/4' Lag Screw ATTACH PATIO COVER AS PER N26 OR N27 Completely Seal with �— permanently flexible & waterproof sealant I 100''m in. Synthetic Stucco or other non - structural covering (I' max. thick) Sheathing STUCCO ATTACHMENT DETAIL WITH LEDGER BOARD STUD as• NPIDAIM i' N1NIeJM L 1/4' LAG SCREWS (2 1/4' OF PENETRATION INTO WALL. STUB) FOUR #14 SDS EACH SID 6" 3' X 8' ALUM RAFTER BRACKET 3'X8' ALUM HEADER #14 SELF - DRILLING SCREW ()POST ALTERNATIVE FOR SLAB ATTACHMENT ONLY EXPIRES 02 -25- V C 3" X 8" BOX BEAM HEADER ALUMINUM "H" BRACKET 3 "X 3" ALUMINUM POST FOUR #14 SDS EACH SIDE LUMINUM 'H' BRACKET FOR CONNECTING POST TO HEADER (6063 —T6 ALUM. ALLOY) .�inerinia:X 5208 TENNYSON PARKWAY BUILDING PRODUCT& NC. PLANO. TEXAS 75024 DRAWN WC: BEJ /CP NTS Component Parts & Connection Details for Newport Patio Structures R= 0.2" 0.95° 2.50 167" TYP. 6.00" R =.125" 3.0" 0.92" R= 0.15' [.167 6" FLAT PAN 0 6" STRUCTURAL PANEL (3004 -H36 ALUM. ALLOY) 125" I .876" .561" INSIDE I .450" 1f 2.464" 1.714" 42' f + 1.903".- 516" OUTSIDE -�-I It .450" 876" TYP. 55 1/2* 11.137' ® 12" STRUCTURAL PANEL (3004 -H36 ALUM. ALLOY) 6. .5" R= 0.08° TYP. 38.6' 6.00" 12.00 0.516" OUTSIDE 0.125" 0.72" 1.750 5 3' 1.250" 6.00 OD 3 1/2" X 12" STRUCTURAL PANEL (3004 -H36 ALUM, ALLOY) 18' .5" TYP. SIX *14 SDS ON EACH SIDE OF SPLICE CENTERLINE 9' 9- 3 - 114 SMS ON EACH SIDE OF SPLICE ROLL FORMED HEADER t= 0.036" ROLL FORMED HEADER SPLICE, TIGHT FIT INSIDE OF HEADER, 9" EACH SIDE OF SPLICE. 3 - 114 SMS ON EACH SIDE OF SPLICE SPLICE LINE O ROLLFORMED HEADER SPLICE 2.00' 6.50' 2.50' II 2.00' - 1.50" - 0.036° TYP. — .325" 1.00 " - FOR 3 1/2" PANELS 2.00" - FOR 2 1/2" PANELS .5" t` NON- STRUCTURAL SIDE FASCIA IS NOMINAL .018" IN THICKNESS. 1.00 "h f 0,16' 2,00' —1.67" — t --{ 67" I--- 11.66° -+ O 6 1/2" ROLLFORMED HEADER (3004 -H36 ALUM. ALLOY) 4.6560 r,,39060 IGI,S..,ti�. 3'/ONAL 1 EXPIRES 02 -25- f - 0,6410 1.000 --- 0.0750 } 2,000 4,0430 CALIFORNIA FASCIA (6063 -T6 ALUM. ALLOY) Amerirnax ri BUILDING PRODUCTS, INC. DRUM BY: BEJ /CP NTS 5208 TENNYSON PARKWAY SUITE 100 PLANO, TEXAS 75024 Comoonent Porte R (nnnAriinn n <� a� 0,67' 0,09' 5.75' 0.38' 0.54' 110 SMS 0 12' O.C. STABILIZER CLIP 110 SMS 0 EACH ROOF PANEL VALLEY 0,63' j 0 t 2,17' 2.3I 1' 50' I-- 4.00' .115 GAUGE TYPICAL CLASSIC FASCIA W/ STABLIZER CLIP (6061 —T6 Alum. Alloy) NOTE; HEADER SPLICE MUST BE LOCATED WITHIN 12" OF A POST. 0.15" EXTRUDED HEADER SPLICE WITH TIGHT FIT INSIDE HEADER 5.406" 4.00" 8 – #14 SMS .5"1--- 10" - 1.51.51-- -- 10" 24" ALASKAN HEADER SPLICE (6061 —T6 ALUM. ALLOY) .062" SEE DETAIL 'BB' FOR EXTRUDED rR= .375" HANGER W/ A –RAIL 1.187" .437" A –RAIL (6063 –T6 ALUM. ALLOY) .375" #10 SMS © 6 ",12" OR 9" 0.C. FOR 6 ",12 ", & 18" PANELS IUI #10 SMS 6" 0.0. FOR 6" & 12" PANELS — 9" O.C. FOR 18" PANEL -- 1.0" — STRUCTURAL PAN L 6 ", 12" OR 18" WIDE - -079" 079°— 2.725" f 4.00" OK ALASKAN HEADER -r A I I IAA A I I 11V \ #10 SMS © 12" 0.0. STABILIZER CLIP — SEE DETAIL 'AG'. 0.215 2.750 0.375 --- r0.057 2.965 0 STABILIZER CUP FOR EXTRUDED HEADERS 'H' & 'L' (6063 –T6 ALUM. ALLOY) r #10 SMS (4 EACH ROOF PANEL VALLEY 3 1/2" STRUCTURAL PANEL 3.00" O5 1 /2' EXTRUDED HEADER iin /-+ rr Al I IAA Al I nv■ .720" 0 a) 0 0 0.08" 1/2"— t kg rr OhIAt 1'' I EXPIRES 02 -25; TYP. 0.08" EXTRUDED HEADER SPUCE WITH TIGHT FIT INSIDE HEADER. 2.808" 4– 1/4" BOLTS OR r4– #14 S.M.S. 16" SPLICE DETAIL O 5 1/2" EXTRUDED HEADER SPLICE (6061 -16 ALUM. ALLOY) 1/2" Amenmax 52 8 TENNYSON PARKWAY BUILDINOPRODUCtS,INC. PIANO TEXAS 75024 MUM • BEJ /CP s Nrs WME Component Parts & Connection Details 2.504" 10.00" #14 TEK 0.100" 9.654" -- COVER PANEL 3.0" DETAIL 'A' 5/8" BOLTS w/ 1 5/16 " WASHERS SEE DETAIL 'A' 0.17" 0.194"" I I-- i } 0.827" 8.0" SPLICE 54" (6105 -T5 Alum. Alloy) O 10" FULL — STRENGTH SPLICE DETAIL ASTM A 653 Fy =36 KSI .100 THICK TYPICAL 7.0' #14 TEK 4.0' 0 7' x 4' I BEAM HEADER (6061 -T6 ALUM. ALLOY) 1.0' 5,5" 1.0 10.00" 8.0' #14 TEK 0,14' COVER PANEL II 0.17" NP. TYP. fo.17" 1 10' x 5 1/2' I BEAM HEADER (6061 -T6. ALUM. ALLOY) — 3.5" 10 0" COVER PANEL #14 TEK O 0" TYP. 12 GA. 10" x 3 1/2" STEEL "C "- CHANNEL HEADER (STEEL A -653 Fy =40 PSI) 8 - #14 SMS —.5 " — — 10 " — .5" .5'{ 10" 24" O CLASSIC ALASKAN HEADER SPLICE (6061 -T6 ALUM. ALLOY) ;90611�; Its SfO.NnL' d7_ EXPIRES 02-25 - 3.00' 8.00' #14 TEK COVER PANEL 12 GAUGE (0,105') 14 GAUGE (0,075') 16 GAUL (0.060') 0.5" TYP. STEEL "C "- CHANNEL HEADER (STEEL A -653 Fy= 50,000 PSI) 4rnerimax 5208 TENNYSON PARKWAY BUL DING PRODUCTS, INC PLANO :TEXAS 75024 DRAWN U1 ME BEJ /CP NAME: NTS Comoonent Parts Rr nnnnorfinn nAf n� "I" BEAM 2 -7" C SPLICES i/-- ONE EACH SIDE OF 7" "1" BEAM 7" X 4" I -BEAM SPLICE (6061 -T6 ALUM. ALLOY) 1/2" Bolts w/ 1 1/16" Washers 3 "-1 — o e-- -e-- 36" -e- O- 0 7" X 4" ALUM. I -BEAM FULL STRENGTH SPLICE BOLT LAYOUT 4.00' r0,56" 0 2.88' 0.13' 3.00' 1/2" Bolts w/ 1 1/16" Washers e- -O- i -e- -e O — 24" 0 4" X 3" ALUM. I -BEAM FULL STRENGTH SPLICE BOLT LAYOUT 3,00 0,72 1-1.56 --� 0.93 0.72 0,72 0.72 J 3" X 3" CLOVERLEAF HEADER (A -653 Fy =40 KSI STEEL) 4.00' —0.56' 0,13', 1 3.00' 0 4" X 3" ALUM. I -BEAM 3.00° i 0.024" 3.00" R =.0937 / 1YP. O 3" SQUARE POST (3105 -H26 ALUM. ALLOY) 0032" . 1,50" 1YP. 1 1/2" SQUARE POST (3105 -H26 ALUM. ALLOY) Ainerimay 5208 TENNYSON PARKWAY BUILDING PRODUCTS, INC. PL PLA N 1 TO O, TEXAS 75024 DR,ww sr: BEJ /CP SCALE: NTS TYPE NAME Component Parts & Connection Details 2 5/16" BOLTS 2 5/16" BOLTS W/ 1" DIA. x 3/32" THK. STL WASHER 0.032" x 1 1/2" SQ. ALUM. DECORATIVE ALUM. SCROLLS Pi OR SOLID FILL. (2) – 3/8 "x3 1/2" HILTI KWIK ANCHOR BOLTS 2 5/16" BOLTS :OTTOM CONN. CHANNEL ---1 2.25" I--- 4.5" —I 2.25' -- © ROLLFORMED 2 POST CONNECTION W/ DECOR. SCROLL (3105 –H26 ALUM. ALLOY) 3.000' .020" DP. x(12) .437 "f4) .688'(4) 7 O"(4) 1.6881(4) .437 T4) .12 {36rD. .062" RAD.(20) –.187" RAD(16) COLONIAL POSTS (3" ALUM. 6063 –T6) - "t" = 0.062" UNLESS OTHERWISE NOTED FOUR #14 SD SCREWS EACH SIDE UP TO 110 MPH EXP C TWO 5/16" BOLTS FOR 90 MPH EXP C OR 110 MPH EXP B ON SLAB THREE 5/16" BOLTS FOR 110 MPH EXP C AND FOOTINGS GREATER THAN d =26" SEE NOTE AT RIGHT POST 2 "X 6 1/2" SIDEPLATES ALUM. FOOTING BRACKET 2 3/8" x 3 1/2" H USE ONLY ON SLAB OR d =26" FOOTER OR SMALLER SLAB OR FOOTING AD ALUMINUM FOOTING BRACKET FOR CONNECTING POST TO CONC. SLAB OR FOOTING (6063 –T6 ALUM. ALLOY) 0 2 -1 1/2" SQ. X .062" EXTRUDED POST (ALUM. 6063 -T6) 3.00 ", 4.00" 5.00" OR 6.00" .188" TYP. 3.00 ", 4.00" 5.00" OR 6.00" 3 ", 4", 5" OR 6" STEEL POST Fy =36 KS1 1,37 .33 ,7} -.--{ .33 F-14-3-1 I .33 1.37 .33 T (IN)= 0.030, 0.040 (ALUM) = 0.041 (STEEL) NOTE: POSTS MAY BE TRIMMED w /FLEX ALUM. FACING. 3" ALTERNATE POST (3004 -H36 ALUM. ALLOY OR A -653 Fy =40 KS1 STEEL) 0, ` /` 3:161.!. 0 c, / �`, ZONAL,,,..0 • 4 EXPIRES 02 -25 ORA � rnetir. nax 5208 TENNYSON PARKWAY BUILDINGPRODUCTS,ING PLAN0,1 TEXAS 75024 N BY: - [we BEJ /CP sGt.e oue: NTS Component Parts & Connection Details ri31/2"OKx0' -Y SIDE OF POI ANGLE EAICH; �I ST 3/4" MIN.i `� MIN.I II Tilt 1' MIN. t II II, 1 3 /_JI IL DI II STEEL POST 5/16' BOLTS FOR QTY. SEE TABLE 7.3 COLUMN 'J' +0.188" W REQUIRED HILIT DIAMETER MAX EMBED FOOTING DEPTH SIZE 5" 7" 8" 9.5" 3/8" 1/2" 5/8" 314" 4.25" 6" 7" 8" d= 25" d= 28" d= 33" d= 36" ATTACHED STRUCTURE POST TO FOOTING STAINLESS STEEL HILTI KWIK BOLT 2 3' x 3' METAL POST W/ TWO 2' x 6 1/2' ALUM BOX BEAM SIDEPLATES, SHOWN. SIDEPLATES MAY BE OMITTED COLUMN CONNECTOR AS REQUIRED BY PLANS 2 -1/4' x 4' EMBEDMENT LAG SCREW, ONE ON EACH SIDE OF COLUMN. TIMBER FLOOR JOIST OR HEADER AL ATTACHED STRUCTURE POST TO FLOOR JOIST SEE NOTE 19 3' x 3' METAL POST WITH TWO 2'x6 1/2' ALUMINUM BOX BEAM SIDEPLATES, SHOWN. SIDEPLATES MAY BE OMITTED. COLUMN CONNECTOR AS REQUIRED BY PLANS 2 -5/16' A -307 BOLTS W/ STANDARD WASHERS UNDER BOTH HEAD AND NUT, ONE ON EACH SIDE OF POST. DECKING AM ATTACHED STRUCTURE POST TO DECKING �O PL. 7 GA. (.187 1/E2" ROD DIAMETER, 4' HELIX DIAMETER 30' ALTERNATE TO CONC ETE SI AR ATTACHMENT NO S: 1. ALL PARTS TO BE HOT -DIP GALVANIZED OR ELECTOPLATED ZINC, MAY BE USED IN 1:IEU OF ATTACHING TO CONCRETE SLAB. 2. FABRICATION OF AWNING ANCHORS AND SAFETY STAKES IS BEYOND NE SCOPE OS THIS REPORT. FABRICATION DETAILS AND QUAITY CONTROL PROGRAM MUST BE SUBMITTED TO BUILDING OFFICIAL FOR APPROVAL 3. AWNING ANCHORS MAY BE USED IN THE FOLLOWING TYPES OF SOIL: SAND, GRAVEL, CLAY, SANDY GRAVEL SILTY GRAVEL., SILTY SAND, CLAYEY SAND, CLAYEY GRAVEL SANDY CLAY, SILTY CLAY. AND CLAYEY SILT. 0 AWNING ANCHOR 2 5/16" BOLTS 0.09" TYP. 2.5" —.100" 0 3' x 3' ALUMINUM POST .750" 1.0" .750" — 1.575" --- 5.5" — 1.575 " -- TWO -3/8 "X 2 1/2" HILTI KWIK" BOLTS TO SLAB OR FOOTER (MAX SIZE d =24 ") (ONE EACH SIDE) AOP ALTERNATE 3" SQ. POST CONNECTOR BRACKET (6063 —T6 ALUM. ALLOY) POST STEEL ANGLES 3 1/2" CONC. SLAB . . a ao V POST CONNECTION DETAIL FOR (A---N J SLAB & FOOTING ATTACHMENT 4 . FOOTING UNDER SLAB ADDITIONAL 1/2' 0 BARS AS REQUIRED (SEE NOTE BELOW) 12" MIN. EMBEDMENT CONCRETE FOOTING /2'0 SIEtL -12' LONG ENTERED ON COLUMN NOTE; USE 1 - 1/2" 0 STEEL BAR FOR FOOTINGS UP TO 36" CUBE. USE 2 - 1/2' 0 BARS FOR FOOTINGS UP TO 46' CUBE AND 3 - 1/2" 0 BARS FOR FOOTINGS UP TO 52' CUBE. ALTERNATE FREESTANDING OR ATTACHED STRUCTURE COLUMN TO FOOTING CONNECTION DETAIL 39,10 W (! S. tr N' AL C1 A ti J O Enaineer's Stomp °--B A nerimax 5208 TENNYSON PARKWAY UILDINGPRODUCT6,INC. PL 1 PLA N O, T EE XAS 75024 DRAWN urn BEJ /CP ,wE NTS rime Component Parts & Connection Details DATE RI C!• 2 5/16' BOLTS W/ 1.0' DIA. 3/32' THK, STL, WASHER OR #14 SDS .108' 1 ALL `I' BEAMS& 'C' BEAMS USE TABLE 10.3 COLUMN H FOR NUMBER OF HORIZONTAL BOLTS USE TABLE 10,4 COLUMN N FOR VERTICAL BOLTS USE 10.3 COLUMN I FOR HORZCNTAL #14 SDS UES TABLE 10,4 COLUMN 0 FOR VERTICAL #13 SDS (SITS= SELF DRILLING SCREW) TWO 5/16' BOLTS OR #14 SDS AR ALTERNATE 3" SO. POST CONNECTOR BRACKET (6063 -76 ALUM. ALLOY) ALUMINUM "I" BEAM OR STEEL "C" BEAM 2 5/16' BOLTS SEE TABLE 10.3 COLUMN J" FOR QUANTITY 2 5/16' BOLTS W/ 1" 014. x 3/32" THK. STL. WASHER SEE TABLE 10.4 COLUMN 'N" FOR QUANTITY AT 3" STEEL POST TO HEADER CONN. BRACKET (6063 -T6 ALUM.) ur x 5.5' use TEN 5/16' BOLTS FOR d= 45' FOOTING or EIGHT 5/16' BOLTS FOR d= 43' FOOTING OR SIX 5/16' BOLTS FOR d= 39' FOOTING 7' x 4' use 6 -- 5/16' bolts 4' x 3' use 4 - 5/16' bolts —1 1/e— 5/16 ' TS CUT Borrou FIANGE OF I -BEU/ AS SHOWN AT POST A$ ALTERNATE - I BEAM TO POST CONECTON 2' x 4' Stud --/7 •r " 1 111111111 1 l l I I I I l l I I I U 111 I I 1 111111 I 3.5' MIN • IIIIIIIII111 /I1 IIIIIIIIIIIIIIIII 3.25' minimum penetration 3 "X 8 ". BOX BEAM WRAP 3 "X 8"X 12, 14 OR 16 GA "C "BEAM 3" X 12" X 12 GA. STL. 'C' BEAM WRAP W/ 3" X 8" ALUM. BOX BEAM Seal with permanently flexible & waterproof sealant 2' x 6' Ledger Board Attach patio cover/ lattice per detail 3 #14 SMS EACH SIDE 3 #14 SMS EACH SIDE 100'riin, f 100'r,In, 3/8' Lag Screw ATTACH PATIO COVER AS PER AZ, 213 OR BG Completely Seal with permanently Flexible & waterproof sealant SEE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN TABLE 10.7 Synthetic Stucco or other- non- structural covering (1' max. thick) Sheathing AV OSTUCCO ATTACHMENT DETAIL WITH LEDGER BOARD 3.0' 2,0' 63' "^J POST TO HEADER CONNECTION FOR 3" X 3" STEEL HEADER "AB" 3" X 8" BOX BEAM HEADER ALUMINUM "H" BRACKET 3 "X 3" ALUMINUM COLUMN ALUMINUM 'H' BRACKET FOR CONNECTING COLUMN TO HEADER (6063 —T6 ALUM. ALLOY) I 2 .. I. •8' OR 10" I 2 1/2' I I. LJ 'x8'x12 GA, or 14CA.'C' OR 3 '1/2 "x10 -x12 GA. 'C' C -BEAM TO POST CONNECTION 16 & 14 GA 3X8 USES SIX 5/16' BOLTS 12 GA 3X8 USES EIGHT 5/16' BOLTS 12 GA 3,5X10 USES TENS /16' BOLTS SEE NOTE BELOW 3966(.. a `1,4 SIttL POST Amelimax BUIIDBNG PRODUCTS, LNC. 5208 TENNYSON PARKWAY SUITE 100 PLANO, TEXAS 75024 DRAWN BY nee BEJ/CP ScuE • NAME NTS Component Parts & Connection ()atolls STRUCTURAL PANEL 1.625' - 0.040" v SEE TABLE 10.5 2 50" / OR 3.50" / .062" #10 x 2" SMS ® S FOLLOWING SPACING: 6" O.C. FOR 6" PANELS 12" O:C. FOR 12' PANELS 9" O.C. FOR 18" PANELS 9 ROLLFORMED HANGER (3004 —H36 ALUM. ALLOY) 0' 2.109" ik N 0 0 NON- STRUCTURAL COMPONENT 5.721" BA 5 1/2" EXTRUDED SIDE FASCIA (6063 —T6 ALUM. ALLOY) 1 1.50., !t A -RAIL -SEE t =:062" #10 x 2" SMS SEE TABLE 10.5 [—FOR SPACING DETAIL 'J' 110 SMS 0 FOLLOW- ING SPACING: 6" O.C. FOR 6" PANELS 12' O.C. FOR 12' PANELS 9" O.C. FOR 16" PANELS 2.25" OR 2.50" .43" 0,30t--1 f-- 1.50" BD EXTRUDED HANGER (6063 -T6 ALUM. ALLOY) 6.50' 110 SMS 0 FOLLOWING SPACING: 6' 0.C. FOR 6° PANELS 6' O.C. FOR 12" PANELS 9" O.C. FOR 18" PANELS 0.036" TYP 3.00' ROLLFORMED HEADER 'E' CONN. DETAILS TO STRUCTURAL PANELS ROLLFORMED HEADER 'E' 6',12" OR 18" WIDE STRUCTURAL PANELS 2 "X 6 1/2 "X 12" ALUM. RAFTER 0 16° OR 24" O.C. RAF ILK HANGER ROLLFORMED HEADER 2"X 6 1/2" ALUM. FASCIA ALTERNATE — DECORATIVE FASCIA TRIM #10 x 2" SMS SEE TABLE 10.5 FOR SPACING 3 1/2" "G" RAIL (6063 —T6 ALUM. ALLOY) A -RAIL - SEE DETAIL BB 3 1 /2" "J" HANGER (6063 —T6 ALUM. ALLOY) 1.686" 1.500" .062" .. II 1.562" �1 EXTRUDED CHANNEL CONNECTOR (6063 —T6 ALUM. ALLOY) `Amerimax 5208 TENNYSON PARKWAY BUILDINGPRODUCrS.1NC. SUITE 100 PLANO, TEXAS 75024 DUNN BEJ /CP sauE: NTS TYPE NNE: Component Ports & Connertinn no +.,1io 3/16" ASTY A36 SIhUL DIACKLU LET ‘,13. ALUM 2X8 LEDGER 110244D (mF) /10,,1.5- "crow PANEL MR1GEx . TOP MOUNT LEI {107.5" .crew EXISTING SAVE WOOD FRAMING TO 3/16" ASTM A36 STEEL BRACKET 1" SPACING BETWEEN SCREWS BOTTOM MOUNT SEE TABLE 10.5 FOR FASTEN SCHEDULE TOP OR BOTTOM MOUNT BRACKET 110X1.5" SCREWS 6 PLACES Akr LEDGER BOARD EAVE OVERHANG AND 'L' MUST COMPLY WITH DETAIL BN ALSO SIDE MOUNT BRACKET @ ALTERNATE EAVE ATTACHMENTS MAX "L" FOR TOP OR SIDE MOUNT - Live /Snow Load (psi') 16" o/c 24 "olc 10 21'-6" 14'-4" 20 11' -3" 7'-6" 25 10.8" 7'-2" 30 9' -0" 6' -0" 41] 6' -10" 4' -0" 60 4'a" 3' -0" MAX "L" FOR BOTTOM MOUNT Wind Load 16" olc 24 "olc 90 mph Exp B 13' -5" 7' -7" 90 mph Exp C 5' -3" 4' -1" 110 mph Exp B 9' -S' 5'-8" 110 mph Exp C 4' -S" 3'-9" 6 5/8" 6 5/8" FOR BOLT SIZE SEE DETAIL ill' 1.25 -...._ __, I .80" 3.00' I 1.0 "" I -11.0'1- .094' - 2.25 .50" #14 x 3/4' TEK NOTE: SEE DETAIL 'BJ' FOR INSTALLATION AND PROPER CONNECTIONS. BL 3" ALTERNATE POST CONN. BRACKETS (STEEL A -653 Fy= 40,000 PSI) 5/16' BOLT W/ 3/32' WASHER AS PER TABLE 10.4 - FASCIA E USE COLUMN K FASCIA LAS USE COLUMN M FASCIA KIN USE COLUMN N 5/16' BOLT AS PER TABLE 10.3 DST B USE COLUMN F POST DIE USE COLUMN J BALTERN TE POST CONN. 3' SQ. POST (DETAIL .A1-Q 3" POST CONNECTIONS F FASCIA HEADERS +`` ADDITIONAL TWO - 164 NAGS ® E1. RAFTER WHEN REQUIRED SIMPSON A34 CONNECTOR OR EQUAL RAFTER 6 - 110 SCREWS, 3 EACH LEG OF CONNECTOR - TYPICAL 1/2" FASCIA DETAIL "A" IRN1 ALTERNATE EAVE ATTACHMENT TYPICAL SKYIJCHi PANEL CONNECTION WITH 12" V —PANS SCHEDULE OF ALLOWABLE SPANS FOR 6 " & 12" PANELS ADJACENT TO SKYLIGHT PANELS. LIVELOAD (PSF) MAX DISTANCE TO FIRST ROW OF POSTS "L" Live RAFTER EAVE OVERHANG Load SIZE 12" 18" 24" ' 30" 36" 10psf 2x4 17' -1" 9' -8" 5' -6" 2' -6" 0' -2" 15-1" 2x6 22-0" 22-0" 19' -6" 13' -8" 9' -6" 10' -4" 2x8 22" -0" 22-0" 27-0" 22' -0" 22-0" 20psf 2x4 8' -6" 4' -9" 2 -8" 1' -3" 0' 1" 8' -8" 2x6 17' -2" 14' -2" 9' -8" 6' -10" 4' -9" 2x8 22-0" 22-0" 19' -10" 14' -10" 11' -6" 25psf 2x4 6-9" 3' -9" 2-1" 0' -10" 0' -0" 2x6 13' -8" 11'-3" 7' -8" 5'-4" 3' -8" 2x8 19' -2" 18'x" 15' -9" 11' -10" 9' -1" 30psf 2x4 5'-6" 3' -0" 1' -6" 0 " -4" 0' -0" 2x6 11' -1" 9' -2" 6' -1 " 4' -1" 2-8' 2x8 15' -9" 14' -10" 12' -10" 9' -6" 7' -1" 40psf 2x4 3' -10" 1' -10" 0'-8" 0' -0" 0' -0" 2x6 T -10" 6' -7" 4' -2" 2-7" 1'-4" 2x8 11' -4" 10'-6" 9' -3" 6' -7" 4.'-8" 60psf 2x4 2' -3" 0' -10" 0' -0" 0' -0" 0' -0° 2x6 4' -8" 3' -10" 7 -2" 1' -0" 0' -1" TYPICAL SKYIJCHi PANEL CONNECTION WITH 12" V —PANS SCHEDULE OF ALLOWABLE SPANS FOR 6 " & 12" PANELS ADJACENT TO SKYLIGHT PANELS. LIVELOAD (PSF) *6" PANEL SPANS *12" PANEL SPANS t = 0.018 t-- 0.024 t- 0.032 t- 0.036 t- 0.018 t- 0.024 t- 0.032 t- 0.036 10 11' -9" 14' -5" 17' -2" 17' -9" 11' -0" 13' -3" 14' -7" 15-1" 20 8' -8" 10' -6" 12' -6" 13' -5" 7' -11" 10' -4" 11' -8" ,12-1" 25 7-2" 9' -5" 11' -3" 12-1" 7' -2" 9' -3" 10' -7" 11' -2" 30 6' -1" 8' -8" 10' -4" 11' -1" 6' -7" 8' -6" 9' -9" 10' -3" x USE A MINIMUM OF (1) SKYLIGHT PANEL PER (4) - 6' ROOF PANELS AND (1) SKYLIGHT PANEL PER (2) - 12' ROOF PANELS FOR SKYLIGHT TO PANEL CONNECTIONS, USE THE SAME NUMBER OF SCREWS AS PANEL TO HEADER, NOTF• . PLASTIC USED IN SKYLIGHT FABRICATION IS C.E LEXAN POLYCARBONATE PER RES. REPORT #3286 FOR 6' PANEL FOR 12' PANEL 1.10" 0.85" 0 -165° �_L 375' t = .062' 5.50' 1.07" r. FOR 6' PANEL 0.80° FOR 12" PANEL 1 L .375" 1 ( PANELS NEEDED FOR 1 SKYLIGHT PANEL OVE FOR ALLOWABLE SPANS lajEz SEE SCHEDULE PANELS ADJACENT TOASKYLIC PANELS & NUMBER OOFRROOF Aimerimax 5208 TENNYSON PARKWAY BUILDINGPRODUGf6,ING SUITE 100 DRAWN BY: TYPE - BEJ /CP PLANO, TEXAS 75024 MAYS NTS Component Parts & Connection Details CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS REVIEWED FOR CODE COMPLIANCE SPOKANE VALL __ BUILD DNISION 0LZo /a-6