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HomeMy WebLinkAboutPOPPY WAY 32086 (2) CITY OF h� T) LADE LSII1I0 E BUILDING & SAFETY _1CD, DREAM EXTREME TM 130 South Main Street PERMIT PERMIT NO: 12-00000204 DATE : 3/01/12 JOB ADDRESS . . . . . : 32086 POPPY WAY DESCRIPTION OF WORK PATIO OWNER CONTRACTOR WEST JOHN PATIO GUY 32086 POPPY WAY 39530 BONAIRE WAY LAKE ELSINORE CA 92532 MURRIETA CA 92563 951-333-0056 LIC EXP 0/00/00 A. P . # . . . . . 363-561-008 4 SQUARE FOOTAGE 0 OCCUPANCY . . . GARAGE SQ FT 0 CONSTRUCTION . . FIRE SPRNKLR VALUATION . . . 3 , 976 ZONE . . . . . . NA BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 63 . 00 2 . 00 X 12 . 5000 VALUATION 25 . 00 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 88 . 00 . 00 88 . 00 OTHER FEES PROF.DEV. FEE 1 TRADE 5 . 00 . 00 5 . 00 PLANNING REVIEW FEE 17 . 60 . 00 17 . 60 PLAN RETENTION FEE 3 . 80 . 00 3 . 80 SEISMIC GROUP R . 50 . 00 . 50 GREEN BUILDING FEE 1 1 . 00 . 00 1 . 00 PLAN CHECK FEES 66 . 00 . 00 66 . 00 TOTAL 181 . 90 . 00 181 . 90 SPECIAL NOTES & CONDITIONS 568 SF SOLID AND LATTICE ALUMAWOOD PATIO COVER NO ELEC. 3/01 O1 fbmipt rro: 3qm Tatal SIRI Aa rots uffflmt City of Lake Elsinore ( Please read and initial Building Safety Division1.1 am Licensed under the provisions of Business and professional Code Section 7000 et seq.and my license is in full force. Post in conspicuous place 2.l,as owner of the property,or my employees w/wages as their sole compensation will do the work on the job �,y�}l � and the structure is not intended or offered for sale. ✓V3.I,as owner of the property,am exclusively contracting with licensed contractors to construct the You must furnish PERMIT NUMBER and the project. JOB ADDRESS for each respective inspection: 4.1 have a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance Approved plans must be on job or a certified copy thereof. at all times: 5.1 shall not employ any person in any mariner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issued. Note:If you should become subject to Workers Compensation after making this certification, Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall he deemed revoked. ELO1 Temporary Electric Service PLO 1 Soil Pipe Underground EL02 Electric Conduit Underground BPO1 Footings BP02 Steel Reinforcement BP03 Grout BPO4 Slab Grade PLO1 Underground Water Pipe SS01 Rough Septic System SWO1 On Site Sewer 13PO5 Floor Joists BP06 Floor Sheathing BP07 I Roof Framing BP08 Roof Sheathing BP09 I Shear Wall&Pre-Lath PL03 Rough Plumbing EL03 Rough Electric Conduit EL04 Rough Electric Wiring EL05 Rough Electric/ T-Bar ME01 Rough Mechanical ME02 Ducts,Ventilating PL04 Rough Gas Pipe/Test PL02 Roof Drains BP1O Framing&Flashing 3 /3 1z- BP12 Insulation BP 13 Drywall Nailing BP11 Lathing&Siding PL99 IFinal Plumbing EL99 Final Electrical ME99 Final Mechanical BP99 Final Building / /4-4� Code Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES Deputy Inspector Department Approval required prior to the P001 Pool Steel Rein./Forms building being released by the City P001 Pool Plumbing/Pressure Test P003 I Pre-Gunite Approval Date Inspector EL06 Rough Pool Electric Ptanning Sub List Approval Landscape P004 Pool Fencing/Gates/Alarms Finance P005 Pre-Plaster Approval Engineering P009 Final Pool/Spa /\ CITY OF LADE LS I NO E -\C� J' DREAM EXTREME ,- 130 South Main Street APPLICATION FOR APPLICATO BUILDING PERMIT APPLICATIONRECAP EJVEf]� DATE VALUATION CALCULATIONS ����� I A 1st FLOOR SF 2nd FLOOR SF 3rd FLOOR SF 0 W !7" PH GARAGE SF N ADDRESS P U34 ATElZI STORAGE SF E CITY.R jS:7 4� I hereby a um that I am licensed under provisions of chapter 9{commenon DECK&BALCONIES � SF with section 7000)of division 3 of the business and professions code.and C my license is in full force an effect. OTHER: SF O LICENSE# �s7 CITY BUSINESS N AND CLASS TAX it T M VALUATION: R U A L C AODRES5'13 D Aj FEES T CI Y ST Tf- P PHONE O BUILDING PERMIT f R A PLAN CHECK M /1 n LI EN E PLAN REVIEW R MA—IL IN SEISMIC C AODRES /(} H I Y TA l71 PHONE � o u03 PLAN RETENTION &6EW OCC GRP./ CONST. ❑ADDITION DIVtS)ON: TYPE. ❑ALTERATION NUMBER OF NUMBER OF OTHER STORIES: BEDROOMS. ❑SINGLE FAMILY ZONE: ❑APARTMENTS 5 Certify that I have read this application and state that the ❑CONDOMINIUM HAZARD YES above information is correct.I agree to Comply with all dty TOWN HOMES AREA? NO and county ordinances and state laws relating to building COMMERCIAL SPRINKLERS YES construction,and hereby authorize representatives of this ❑INDUSTRIAL REQUIRED? NO city to enter upon the above-mentioned property for insp- ❑REPAIR PROPOSED USE OF BLDG: lion p oses ❑DEMOLISH PRESENT USE OF BLDG. fJO�BLESCRIPTION Z) C' Ic Agent for contractor Q owner Agents Name Agents Address .yN e tb x a�• LV f vv pa- City Of Lake El§ ore Planning Division A . roval Approved __... _ — __... -. • _ .'gate l � BUILDING DIVISION e r / i Amerimax Building Products Patio Cover, Carport and Commercial Structure Engineering 2009 IBC PAGES DRAWING SECTION DESCRIPTION 2 PAGES GN01-2009 GENERAL NOTES GN02-2009 2 PAGES SC01-2009 SOLID PANEL STRUCTURAL CONFIGURATIONS SCO2-2009 ALUMAWOOD STRUCTURAL CONFIGURATIONS 1 PAGE LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 4 PAGES LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 90 MPH WIND AREAS 4 PAGES LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS 3 PAGES LT01-2009 COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES LT02-2009 LT03-2009 2 PAGES SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 10 PAGES SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 90 MPH WIND AREAS 10 PAGES SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS 4 PAGES NP01-2009 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS N P02-2009 N P03-2009 Q��GP�L�{ N PO4-2009 9 PAGES CD01-2009 COMPONENT PARTS AND CONNECTION DETAILS 691 f``� CD02-2009 * Ck .61/ 13 CD03-2009 CD04-2009 % a�pf C D05-2009 6FCatIF� CD06-2009 CD07-2009 OCT 20 2011 CD08-2009 CD09-2009 October 11, 2011 7 PAGES M1-2009 MISCELLANEOUS DETAILS M2-2009 FAN BEAM DETAILS M3-2009 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES M4-2009 7.0 FOOTING AND SLAB ATTACHMENT TABLES M5-2009 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS M6-2009 7.0 FORCES ON EXISTING STRUCTURES M7-2009 STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS M8-2009 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS LOU �g4E5&1p y " ?. 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' �� rii®��� , -!!70A1AL s�¢p e'� ti`Jr• C�g 15 1398(2009 IBC) 1 011 11201 1 age t of 60 Pu'E� . , C' tf1`.' wyom IFYPMTlnu 11ATG %,mt, GENERAL NOTES: is--DESIGNED-IN ACCORDANCE WITHJHE 2009 INTERNATIONAL-BUILDING_C,ODE. 4.THIS ENTIRE ENGINEERING PACKAGE IS NOT REQUIRED FOR MOST BUILDING PERMITS. SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE: 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2005 EDITION OF ALUMINUM ASSOCIATION'S a.GENERAL NOTES(2 PAGES) SPECIFICATIONS AND CHAPTER 20 OF THE INTERNATIONAL BUILDING CODE. b.STRUCTURAL CONFIGURATIONS(1 OR 2 PAGES) c.RAFTER SPAN TABLES(FOR LATTICE STRUCTURES),PANEL SPAN TABLES FOR SOLID COVER 3. DESIGN LOADINGS:Ct=1.2,1=1.0,Ce=1.0(ALL EXPOSURES EXCEPT B AND C.WHEN LOCATED TIGHT STRUCTURES)OR BOTH(FOR COMBINATION STRUCTURES) AMONG CONIFERS) d.HEADER POST SPACING,FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND WIND LOAD GROUND SNOW LOAD DESIGN LOAD e.ALL APPROPRIATE DETAILS 10 PSF 10 PSF LIVE LOAD ONLY f.OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. 20 PSF 20 PSF LIVE LOAD ONLY 25 PSF 21 PSF DESIGN ROOF SNOW LOAD 5. CONCRETE MIX: Fc=2500,3000 OR 3500 PSI FOR 28 DAYS IN NEGLIGIBLE,MODERATE,AND SEVERE 30 PSF 25.2 PSF DESIGN ROOF SNOW LOAD CONDITIONS AS SHOWN IN FIGURE 1904.3 OF THE 2009 IBC. PATIO STRUCTURES MAY BE ATTACHED TO 40 PSF 33.6 PSF DESIGN ROOF SNOW LOAD CONCRETE SLAB WITHOUT FOOTINGS WHEN THE POST LOAD IS 750#OR LESS AND THE FROST DEPTH IS 60 PSF 50.4 PSF DESIGN ROOF SNOW LOAD ZERO. CONCRETE SHALL BE A MINIMUM OF 3.5 INCHES THICK AND NO CRACKS WITHIN 2'-6"OF POSTS. POSTS SHALL BE SET BACK A MINIMUM OF 4 INCHES FROM EDGE OR EXPANSION JOINT OF A SLAB. FOR 0.25/12<SLOPE<1112 6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL AS PER TABLE 1806.2.ALLOWABLE FOUNDATION WIND SPEEDS IN THE 2009 IBC ARE"3 SECOND GUST WIND SPEED." ALL STRUCTURES DESCRIBED IN THIS PRESSURE IS 1500 POUNDS PER SQUARE FOOT. LATERAL BEARING PRESSURE IS 100 PSF/FT AND IS REPORT ARE DESIGNED USING PRESSURES CALCULATED FROM"3 SECOND GUST WIND SPEEDS". FOR DOUBLED PER IBC SECTION 1806.3.4. THESE DESIGN VALUES DO NOT APPLY TO MUD,ORGANIC SILTS, ATTACHED STRUCTURES THE MAXIMUM MEAN ROOF HEIGHT OF THE EXISTING STRUCTURE IS 30'. Kzt WAS ORGANIC CLAYS,PEAT OR UNPREPARED FILLS AND MAY REQUIRE FURTHER SOIL INVESTIGATION.THE ASSUMED AS 1.0 FOR ALL WIND LOADS. SITE LOCATIONS REQUIRING HIGHER A HIGHER Kzt VALUE BUILDING OFFICIAL MAY ASSIGN A LOAD BEARING CAPACITY. UNITS IN SNOW/LIVE LOAD AREA OF 25 PSF (ISOLATED HILLS, RIDGES,ESCARPMENTS)WILL REQUIRE HIGHER WIND LOADS AS PER ASCE7-05 SECTION OR LESS MAY BE BUILT ON 1000 PSF BEARING SOIL WIO ADDITIONAL ENGINEERING. MINIMUM FOOTING 6.5.7 AND ARE OUTSIDE THE SCOPE OF THIS REPORT. DEPTH IS THE LOCAL FROST DEPTH. NOTE: EXPOSURE B:SHALL APPLY WHEN THE GROUND SURFACE ROUGHNESS CATEGORY B(URBAN AND 7. 20 PSF AND HIGHER LIVE LOAD STRUCTURES MAY BE USED AS COVERS FOR PARKING OF MOTOR SUBURBAN AREAS,WOODED AREAS,OR OTHER TERRAIN Wl NUMEROUS CLOSELY SPACED OBSTRUCTIONS VEHICLES. CARPORTS MUST HAVE AT LEAST TWO OPEN SIDES AND HAVE FLOOR SURFACES MADE OF HAVING THE SIZE OF A SINGLE FAMILY DWELLING OR LARGER)PREVAILS IN THE UPWIND DIRECTION FOR A APPROVED NONCOMBUSTIBLE MATERIAL OR ASPHALT. DISTANCE OF AT LEAST 1500 FT. 8. AT LEAST ONE HORIZONTAL DIMENSION(PROJECTION OR WIDTH)OF COVER SHALL BE LESS THAN 30'. EXPOSURE C:SHALL APPLY WHEN EXPOSURE B AND D(SMOOTH MUD FLATS,SALT FLATS,UNBROKEN ICE AND OTHER)DO NOT. 9. ALL STEEL SHALL BE GALVANIZED ASTM A-653 G90,A123 G45 OR A153 B-3,PAINTED ASTM A755 OR USE AN APPROVED COATING COMPLYING WITH IBC SECTION 2203.2. SEISMIC LOADING MAXIMUM Ss=150%SHOWN IN 2009 IBC FIGURE 1613.5(1) 10.ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAYBE USED. 3004H2x ALUMI M Ss>150%ARE NOT REQUIRED AS PER ASCE7-05 12.8.1.3 MAY BE SUBSTITUTED FOR 3004H3x. 'SS10N S1 NOT APPLICABLE TO THESE STRUCTURES OF C/ < SITE CLASS=D BASIC SEISMIC FORCE RESISTING SYSTEM I POSTS EMBEDDED INTO FOOTINGS=ORDINARY STEEL MOMENT FRAME»R=1.25 6 139 POSTS SURFACE MOUNTED=GENERIC SYSTEM»R=1.25 I ANALYSIS PROCEDURE=EQUIVALENT LATERAL FORCE PROCEDURE THESE ROOFS ARE NOT SUBJECT TO MAINTENANCE WORKERS AND HAVE NOT BEEN EVALUATED FOR A AIL CONCENTRATED 300 LBF LOAD. FO,rCALI�OP THE BASIS OF THE DESIGN FORCES ARE IN ACCORDANCE WITH THE BASIC LOAD COMBINATIONS DESCRIBED OCT 20 2011 IN IBC SECTION 1605.3.1 AND NO FURTHER INCREASES ARE PERMITTED FOR PATIO COVERS RESISTING WIND OR SEISMIC FORCES. * • 5208 TENNYSON PARKWAY Illlle �n� SUITE 100 BUILDL�IG PRODUCTS,fVC. PLANO. TEXAS 75024 DRAWN Ur CMP NONE OEARTGENERAL NOTES ICC ESR 1398(2009 IBC)10/11/2011 Page 2 of 60 ENGINEERS STAMP31177—oR PING RI SHEET N MBER GN01-2009 1 OF 2 GENERAL NOTES: 20. All structures must comply with one of the following: CC_ONTINUED FROM SHEET NO. 1j a. All structures with a roof snow load of 30 psf or less may be built in Seismic Design Category(SDC)A-D up to the maximum Ss noted in General Note#3. 11.STEEL FASTENERS SHALL BE EITHER STAINLESS(3000 SERIES), GALVANIZED OR DOUBLE b. Structures with flat roof design snow loads over 30 psf complying with IBC Section 1613.1 CADMIUM PLATED. BOLTS SHALL BE ASTM A-307 HOT DIPPED GAAVANIZED,MECHANICALLY Exception#1 do not require additional seismic analysis. GALVANIZED,ZINC ELECTROPLATED,ALUMINIZED OR 300 SERIES STAINLESS STEEL. CONCRETE c• Structures not complying with(a)or(b) require additional engineering seismic analysis. ANCHOR BOLTS ARE SPECIFIED IN THE DETAILS. ALL WOOD SCREWS MUST COMPLY WITH ANSIIASME STANDARD B18.6.1 AHD AND AF$PA NDS-05 11.1.4. ALL LAG SCREWS MUST COMPLY 21. DRIFTING SNOW IS ADDRESSED IN DETAIL M4. SLIDING SNOW IS BEYOND THE SCOPE OF THIS WITH ANSIIASME B18.2.1 AND AF&PA NDS-05 11.1.3. ALL STEEL WASHERS TO BE ASTM F844 W1 REPORT. DIMENSIONS IN ACCORDANCE WITH ASME B18.22.1,TYPE A. ALL STEEL NUTS TO BE ASTM A563. THE MINIMUM WASHER DIAMETER SHALL BE 1"FOR BOLTED CONNECTIONS. SCREWS AND BOLTS 22. ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL SPANS WITHIN 20%. ALL WILL HAVE A MINIMUM EDGE DISTANCE OF 2X FASTENER DIAMETER. SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN. 12. EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 23. WOOD USED IN CONNECTIONS SHALL BE PROTECTED FROM WEATHER AS PER IBC SECTION 1403.2 AND/OR 1503,WHICHEVER IS MORE STRINGENT. 13. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN 2 THE FIRST INTERIOR POST. (EXCEPT FOR FULL STRENGTH SPLICES)FULL STRENGTH SPLICES 4. AT LEAST ONE HORIZONTAL DIMENSION OF THE COVER(PROJECTION OR WIDTH)SHALL BE (DETAILS U,AND X)MAY BE LOCATED ANYWHERE. LESS THAN 30' 14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC-ESR 1730,2196 OR GENERAL NOTES FOR LATTICE STRUCTURES: EQUIVALENT AND USE HEADS W/DIAMETERS EQUAL TO #8= ",#10=a",#12=-Q"AND#14=J"OR (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SCO2-2009 AND LT01-2009 THRU LT03-2009.) STEEL WASHERS OF SIMILAR DIAMETER AND AS PER GENERAL NOTE#11 1. SEE GENERAL NOTE#3 FOR LIVE AND SNOW LOADS. 15. STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT ADDITIONAL ENGINEERING 2. NOTE INTENTIONALLY LEFT BLANK. ANALYSIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY. 3. SINGLE SPAN ATTACHED LATTICE STRUCTURES THAT DO NOT USE DETAIL L29 MUST COMPLY 16.ALUMINUM SOLID ROOF PANELS ARE CLASS A FIRE RATED AS INDICATED BY THE EXCEPTION WITH TABLE L1 AND L2 ON SHEET M5. #2 IN IBC SECTION 1506.2. 17. STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE. �SS10N O� L C/•y 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 �6�1J\ `� OTHERWISE SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I-A * W01 01s SECTION 6.7. VIA 19. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK,THE MAXIMUM FpFCAL1Fp��`P DEAD LOAD+ LIVE LOAD FROM THE PATIO COVER IS 750 LBS AND THE POST SPACING SHALL NOT EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB.THE MAXIMUM CONNECTION OCT 20 2011 UPLIFT LOAD IS 1162 LBS FOR 90MPH EXP C WIND SPEED.CONNECTIONS ARE FOR MAXIMUM PATIO ROOF HEIGHTS OF 12 FT FROM GRADE.THE EXISTING DECK STRUCTURE MUST BE ADEQUATE TO SUSTAIN THESE ADDITIONAL LOADS.THE STRUCTURAL ADEQUACY OF THE DECK TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING r. AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL L13, N12 OR AL. CONSTRUCTION OUTSIDE Am�►>r'iYri�x 5208 TENNYSON PARKWAY OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING. SUITE 100 BUILDING PRODUCTS,SIC, PLANO, TEXAS 75024 URAWN BY: CMP DRAWNG (CC ESR 1396(2009 IBC) 1 0/1 11201 1 Page 3 of 60 NONE OR NONE GENERAL NOTES ENGINEERS STAMP S I B GN02-2009 S� 2 OF 2 SCHEDULE FOR STS.ALL POSTS BE LENGTHVARIES OF PROJ O PRgJECT10N IfNGTH VARIES' pF PROJECTION INALLED�VERTICALLY. MAY I�IAVE R THAN 20POST5 (PER INTERMEDIATE BFh1A), ECTION 1 DOX { 100'6 & p D FASCIA MIN. LENGTH FASCIA MIN• 1£N U1� FOR IN. LENGTH JOINT P P •MIN. SLOPE 0.25" FT. -EN END S5 SCHEDULE SM Fy ENERS F CIA MULTISPAN FREESTANDING 'L` • OF ATTACHMENT TO �• NO. COVER PANEL LElEROVER PANEL �P MIN 3.s' CONCRETE HEADER MAX. FASCIA SLAB MAY BE USED OVERRAN �� P vH�1E PERMITTED 25X HEADER N57ALL SEE SCHEDULE SPACING w Q COLUMN VERTICAL PROVIDE 1 1/ ROVIDE 1 1/2' DRAIH MIN 3.51 CONCRETE SLAB GRAIN MIN 3,5' CONCRETE SLAB REQ'D REQ'D W/ CONSTRAINED 'd W/ CONSTRAINED FOOTINGS ys " ' � FOOTINGS djL SCHEDUING LE FOR SEE SCHEDULE FOR p7 FOOTING SIZE. SINGLE SPAN ATTACHED STRUCTURE IIAX. O'HANG 25% OF SINGLE SPAA1 ATTACHED G1NfREYOIED STRUCTURE POST SPACING SEE SCHEDULE FOR SEE SCHEDULES x fie, POST SPACINGLEt1GTH VARIES• OKyy�o��_ MIN 3,5' CONCRETE SLAB REQ'D FASCIA CAN $_N 3/8.0 X 9- REBAR W/ CONSTRAINED FOOTINGS " SPA ND SEE SCHEDULE FOR SIZE d- ({$C DETAIL AQ OR N29 ONLY —� NTE IS NGLE SPAN FREESTANDING SIRUCIlM PANEL MAY MEDIATE OVER PN = OVERHANG 25% W. BEAM 1/2"0 STEEL C9 Nt;T41 VARLES OF CLEARSPAN 0 HANG• BAR (RE—BAR w MAXIMUM`'. - 25% COL = SPACING FOR POST SIZE SEE POST SCHEDULES { - F- SEE SCHEDULE FOR SIZE PROVIDE 1 112" DETAIL AD OR N29 ONLY TCZOVER SSION EL DRAIN f R IE 2 MIN 3.5' CONCRETE SLAB RED' W/ CONSTRAINED FOOTINGS $ "y E WIDE 1 1/2 _ * Lx .61 0/�013 MIN 3,51 CONCRETE SLAB REQ'D -d- PATIO COVERS ARE LIMITED TO 12' SCHEDUIJ W/ CONSTRAINED FOOTINGS __L_j�—SEE SCHEDULE FOR SIZE 5EE HEIGHT. CARPORTS AND C❑MMERCIAL V PLACE 3/13"0 STL(RE--BAR) DETAIL AD DR N29 ONLY VIL STRUCTURES.ARE LIMITED TO 15' OF CA IfO� HEIGHT. P'wEl sPAH END OCT 20 2011 FASCIA, ASCU COVER P f1 2 HEADER DmonsmiATE MAXIMUM NSTALL BEAM -OVERHANG COLUMN 25% PosT o r• -- VERTICALLYI STLCOLTYP. SPACING A 5208 TENNYSON PARKWAY n r= i BUILUI\G PRODUC S,NIC. SUITE100 RONDE 1 1/2" PLANO,TEXAS 75024 DRAIN 3/8.0 STEEL BAR MIN 3.5' CONCRETE SLAB REQ' •d -d- -- (RE—raw) CMP W/ CONSTRAINED FOOTINGS _,l•_ SEE SCHEDULE FOR SIZE SOLID PANEL STRUCTURAL MULTISPAN ATTACHED STRUCTURE DETAIL AD OR N29 ONLY NONE �E CONFIGURATIONS ICC ESR 1398(2009 IBC)10l11/2011 Page 4 of 60 5C01-2009 LLr ENGINEERS STAMP DRAWING H NVMBER 1 OF 2 3'X8' ALUM HEADER A,�y, 3'X8' STEEL C wF �h' MAX. RAFTER SPAN DOUBLE ALUM HEADER MULTISPAN FREESTANDING (CLEAR SPAN) DOUBLE STEEL C BEAM LATTICE STRUCTURE TWO OR MORE SPANS irf-. �'•.fr "x6.625 3"x8" OR 3`x3" ALUM. RAFTERS _ V LATTICE OVERHANG 36' MAX MAXIMUM 24' MAX FOR 30 PSF SNOW RAFTER LOAD OR HIGHER OVERHANG IS 25% OF \1 CLEARSPAN LATTICE OVERHANG 36' MAX !RIZ,�S 24 MAX FOR 30 l' HPS IGHER OW LOAD OR POST HT. OF CLEAR SPAN / 3"x 8"x 12 or 16 GA ly/O/e(/T STEEL "C" BEAM f t+(�S�+ R FOR BEAM WRAP DETAIL F �'� dam` 0� �PS0, ' �P} �, 9iy pR �[JH q�' ATTACHMENTTO MIN 3.5' MIN 3.5' CONCRETE SLAB RED' FpR�J -a'�A ? CONCRETE SLAB MAY BE W/ CONSTRAINED FOOTINGS yGN 0, USED WHERE�F'ERMITTED SEE SCHEDULE FOR SIZE�� ' SEE SCHEDULE DETAIL L29 ONLY I w MIN 3.5' CONCRETE SLAB REO'D W/ CONSTRAINED .FOOTINGS ",;�:d* SCHEDULES. LESGTH.VARIES.—SO QFidJECT1I'}F � ., iMtN. GTH,.._ 2'x6,625', 3'x8' OR P. e� 3'x3' ALUM RAFTERS • UCTUR LE yF' HEADEVRER MAX COVER PANEL LATTICE: R S \aG C TAILS OVERHANG p5A&F SEE DETAIL L3 SPACING w 8• ♦ � \i\ �G�1 �b6,Ig PROVIDE 1 i/ MIN 3.5' CONCRETE SLAB � F�s�p0 �\p�S DRAIN IN Is' CONCRETE SLAB REWD W/ CONSTRAINED �Yp�F� \O� QQ r •d REQ'D W/ CONSTRAINED FOOTINGS I �9 SEE SCHEDULE FOR - FOOTING`S� , .� FOOTING SIZE "d" U S�i7�39` MULTISPAN UNITS ' I I PLACE 3 8" OX 9" SINGLE SPAN FREESTANDING "`lll * !p�p sr3pry01 REFER TO GENERAL , _�� a LATTICE STRUCTURE `''� 1 NOTE 22, SEE SCHEDULE FOR SIZE DETAIL L29 ONLY VIL \Q FOFCAI.IF TW--TW--TW ITW TW TW TW OCT 20 2011 I ❑'HANG--- I I OVERHANG r- A�lerllYlaX 5208 TENNYSON PARKWAY BUILD�G PRODUC[S,L♦G SUITE 100 PLANO, TEXAS 7SO24 RAWN 'CMP SCALE- DRAW'NG NONE OR PART ALUMAWOOD STRUCTURAL FREESTANDING STRUCTURE ATTACHED STRUCTURE NAME CONFIGURATIONS ICC ES 1398(2009 IBC)10/11/2011 Page 5 of 60 DRAWiNG SHEET TRIBUTARY WIDTH (TW) DIAGRAM ENGINEERS STAMP OR PART SCO2-2009 2 OF 2 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 0.024"x2"x6.625"Rafter Multis n 0.032"x2"x6.625"Rafter Multis an 0.040"x2"x6.625"Rafter Multis an 0.042"x3"xW Rafter Multis an Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Ground Rafler Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp C Snow Load Spacing Exp C Snow Load Spacing Exp C Snow Load Spacing Exp C in 90 100 105 110 s in 90 100 105 110 s in 90 100 105 110 s in 90 100 105 110 10 24" 7'A" T-4" 6'-10" 6'-4" 10 24" 10'-11" 10'-11" 10'-11" 10'-B" 10 24" 14'-6" 14'-6" 14'-6" 14'-5" 10 36" 12'4" 17-6" 12'-6" 12'-6" 3"x3"Rafter 6"o/c I Multis an or Sin le LIVE 20" 8'-5" 8'-4" T-9" 7'-3" LIVE 20" 12'-3" 12'-3" 12'-3" ll'-10" LIVE 20" 16'-2" 16'-2" 16'-2" 15'-10" LIVE 32" 13'-6" 13'-6" 1T-6" 13'-6" Ground Rafter Wind Speed and Exposure 16' 9'-9" 9'-8" 9'-0" 8'-6" 16" 14'-1" 14'-1" 14'-l" 13'-4" 16" 18'-5" IV-5" 18'-5" 17'-8" 24" 16'-2" 16'-2" 16'-2" 16-10" Snow Load Gauge Exposure C 12" 1l'-9" 1l'-6" 10'-9" 10'-1" 12" 16'-8" 16'-8" 16'-3" 15'-5" 12" 21'-T' 21'-2" 20'-5" 19'-10" 16" 2V-T' 20'-7" 20'-5" 19'-4" psf) (in) 100 110 120 130 20 24" 4'4' 4-4" 4'4' 4'-4" 20 24" 6'-8" 6'-B" 6'-8" 6'-8" 20 24" 9'-2" 9'-2" 9'-2" 9-2" 20 36" 7'-7" 7'-7" T-T' T-7" 10 0.024" 12'-7" 12'-3" 11'-2" 10'-3" LIVE 29, 5'-0" 5'-0" 5-0" 5'-0" LIVE 20" T-8" 7'-B" T-8" T-8" LIVE 20" 10'-5" 10'-5" 10'-5" 10'-5" LIVE 32" 8'-4" 8'-4" 8'-4" ITA" LIVE 0.040" 16-6" 16'-6" 16'-3" 15'-4" 16" 5'-11" 5'-11" 5'-11" 5'-11" 16" 9'-0" 9'-01, 9'-0.. 9'4" 16" 12'-l" 12'-1" 12'-1" 12'-1" 24" 10'-3" 10'-3" 10'.3" 10'-3" 20 0:024" 8'-7" 8'-7" 8'-7" 8'-7" 12" 7'-4" 7'-4" T-4" 7'-4" 12" 10--11" 10141" 10'-11" 10'-11" 12• 14'-6" 14'-6" 14'-6" 14'-6" 16" 13'-6" 13'-6" 13'-6" 13'-6" LIVE 0.040" i3'-1" 13'-1" 13'4" 13'-1" 25 24" 4'-2" 4%2" 4'-2" 4'-2" 25 24" 6-5" 6'-5" 6'-5" 6'-5" 25 24" V-11" V-11" 8'-11" 8'-11" 25 36" T-4" 7'-4" T-4" T-4" 25 0.024" 8'-5" 8'-5" 8'-5" 8'-5" 20" 4'-10" 4'-10" 4'-10" 4'.10" 20" T-5" T-5" T-5" 7'-5" 20" 10'-l" 10'-1" 10'-l" 10'-1" 32" 8'-0" 8'-9 8'-0" 8'-0" 0.040" 17-10" 12'-10" 12-10" 12'-10" 16, 5'-9" 5'-9" 5'-9" 5'-9" 16" 8'-8" 8'-8" V-8" 8'-8" 16" 11'-9" 11'-9" 11'-9" 11'-9" 24" 9'-11" 9'-11" 9'-11" 9'-11" 30 0.024" T'-6" T-6" 7'-6" 1'-6" 12" T-1" T-1" 7'-l" 7'-l" 12" 10'-7" 10'-7" 10'-7" 10'-T' 12" 14'-l" 14'-l" 14'-1" 141-1" 16" 13'-1" 13'-l" 1T-1" 13'-l" 0.040" 12•_0" 12'-0" 12'-0" 12'-0" 30 24" 3'-7" 3'-7" 3'-7" T-7" 30 24" 5'-T' 5'-7" 5'-7" 5'-7" 30 24" 7'-9" T-9" 7'-9" 7'-9" 30 36" 6'-4" 6'-4" 6'-4" 6'-4" 40 0.024" 6'-4" 6'-4" 6'-4" 6'-4" 20" 4'.2" 4'.2" 4'-2" V-2" 20" 6'-5" 6'-5" U-5" 6'-5" 20" 8%11" 8'-11" 8'-11" 8'-11" 32" U-11" 6'-11" 6'-11" 6'-11" 0,040" 10'-3" 10'-3" 10'-3" 10'-3" 16" 5'-0" 5'-0" 5'-0" 5'-0" 16" T-8" T-8" 7'-8" T-8" 16" 10'-4" 10'-4" 10'-4" 19-4" 24 8'-8" 8'-8" 8'4' 8'-B" 60 0.024" 4'-11" 4'-11" 4'-11' 4'-11" 12" 6'-3" 6'-3" 6'-3" 6.-3" 12" 9'-4" 9'-4" 9'-4" 9'-4" 12" 12'-6" 12'-6" 12'-6" 12'-6" 16" 11'-7" 11'-7" l l'-7" 11'-7" 0,040" 8'-l" 8'-l" 8'-11 8'1" 40 24" 2'-9" 2'-9" 2'-9" 2'-9" 40 24' 4-5" 4'-5" 4'-5" 4'-5" 40 24" 6'-3" 6'-3" 6'-3" 6'-3" 40 36" 5'-0" 5'-0" 5'4' 5'-0" TABLE 1.5 20" 3'-3" T-3" T-3" 3'-3" 20' 5'-2" 5'-2" 5'-2" 5'-2" 20" 7•_2" T-2" 7'-2" T-2" 32" 5'-6" 5'-6" 5'-6" 5'-6" 16" 3-11" 3'-11" T-11" 3'-11" 16. 6'-2" 6'-2" 6'-2" 6'-2" 16" 8'-6" 8'-6" 8'-6" 8'-6" 24" 6'-11" 6'-11" 6'-11" 6'-11" 12" 5'-0" 5'-0" 5'-C" 5'-0" 12" 7'-8" 7'-8" T-8" 7'-B" 12" 10'-4" 10'-4"1 10'4" 10'-4" 16" 9'-5" 905" g'-5" 9'-5" 60 24" V-11" V-11" V-11" 1'-11" 60 24' 3-1" T-l" 3'-l" 3'-1" 60 24" 4'-8" 4'-6" 4'-6" 4'-6" 60 36" T-6" T-6" 3'-6" T-6" 20" 2'-3" 2'-3" 2'-3" 2'-3" 20" 3'-8" T-8" V-W 3'-8" 20" 5'-3" 5'-3" 5'-3" 5'-3" 32" S-11" T-11" 3'-11" T-11" Amerimax Building Products 16' 2'-9" 2'-g" 2'-9" 2'-9" 16' 4'-5" 4'-5" 4'-5" 4'-5" 16" 6'-3" 6-3" 6'-3" 6-3" 24" 5'-0" 5'-0" 5'-0" 5'-0" 5208 Tennyson Parkway 12" 1 3'-7" T-7" 1 3'-7" 3'-7" 12" 5'-7" 5'-7" 5'-7" 5-7" 1 12" T-9" T-9" T-9" T-9" 16" 6-11" 6'-11" 6'-11" 6-11" Plano,Texas 75024 TABLE 1.1 TABLE 1.2 TABLE 1.3 TABLE 1.4 SINGJ-E SPAN TABLES NOTE:RAFTERS MAY OVERHANG 25%OF THEIR CLEARSPAN Carl Putnam,P.E. 0-024'x2"x6.625"Rafter(Single Span) 0.032"x2"x6.625"Rafter(Single Span) 0.040"x2"x6.625"Rafter(Single Span) 0.042"x3"x8"Rafter(Single Span) 3441 Ivylink Place Ground `Rafter ,, ind Speed and Exposure Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Lynchburg,VA 24503 Snow Load Spacing Exp C Snow Load Spacing Exp C Snow Load Spacing Exp C Snow Load Spacing Exp C carkoutnamCa comcast.net n 90 4.,100 105 110 s in 90 100 105 110 sf in 90 100 105 110 s in 90 100 105 110 10 24" " 7'-5" 6'-10" 6'-4" 10 24' 13'-7" 12'-0" ll'-4" 10'-8" 10 24" 17'-9" 16'-0" 15'-2" 14'-5" 10 36' 16'-2" 14'-4" 13'-6" 12'-9" LIV 20" 9'-9" 8'A" T-9" T-3" LIVE 20" 15'-0" 1S-3" 12'-6" 11'-10" LIVE 20" 19'-1" 17'-7" 16'-8" 15'-10" LIVE 32" 17'-2" 15-3" 14'-5" 13'-7" RAFTERS O/C SPACING MAY BE DOUBLED IF THE 16" 11'-2" 9'-8" T-0" V-5" 16" 16-10" 14'-11" 14'-l" 13'-4" 16" 20'-6" 19'-5" 18'-T' 1T-8" 24" 19'-11" 17'-8" 16'-9" 15'-10" RAFTERS ARE DOUBLED UP TO 48"OIC 12" 13'-2" 1V-6" 10'.9" 10'-l" 12" 19'-5" 17'-3" 16'-3" 15'-5" 12" 22'-7" 21'-2" 20'-5" 19'-10" 16' 24'-2" 21'-7" 20'-5" 19'-4" 20 24' 5'-2" 5'-2" 5'-2" 5'-2" 20 24" 8'-10" 8'-10" 8'-10" 8'.10" 20 24" 12'-8" 12'-8" 12'-8" 12'-8" 20 36' V-8" 9'-B" 9'-B" 9'-8" LIVE 20- 6'-2" V-2" 6'-2" 6-2" LIVE 20" 10'-6" 10'-6" 10'-6" 10'-6" LIVE 20" 13'-10" 1S-10" 13'-10" 13'-10" LIVE 32" 10'-10" 10'-10" 10'-10" 10'-10" 16" T-8" T-8" T-8" T-B" 16" 12'-3" 12'-3" 12'-3" 12'-3" 16" 15'-5" 15'-5" 15'-5" 15'-5" 24" 14'-4" 14'-4" 14'-4" 14'-4" S1© NA 12" 10'-2" 10'-2" 10'-2" 10'-1" 12" 14'-l" 14'-1" 14'-1" 14'-1" 12" 17'-9" 17'-9" 17'-9" 1T"9" 16" 17'-5" 17'-5" 1T-5" 17'-5" OFFS G+� 25 24" 4'-11" 4'-11" 4'-11" 4'-11" 25 24" V-5" 8'-5" V-5" 8'-5" 25 24" 12'4' 12'-4" 12'-4" 12'-4" 25 36" g'-3" 91-3" 9'-3" W-T' 20" 5'-10" 5'-10" V-10" V-10" 20" 10'-l" 10'-l" 10'-1" 10'-1" 20" 13'-6" 13'-6" IT-V' 13'-6" 32" 10'-4" 10'-4" 10'-4" 1T4' G 16" T.4" T-4" T-4" T-4" 16" 11'-11" 11'-li" 11'-11" 11'-11" 16" 15'-l" 16-1" 15'-l" 15'-l" 24" 13'-9" 13'-9" 13'-9" 13'-9" 6 12" 9'-9" 9-9" 9-91, 914" 12" 13'-9" 13'-9" 13'-9" 13'4" 12" 17'4" 17'-4" 17'-4" 17'-4"1 1 16" 1T-0" 17'-0" 1T-0" 17'40" 30 24" 4'-l" 4'-l" 4'-l" 4'-l" 30 24" T-0" T-0" T-0" T-0" 30 24" 1V-7" 10'-7" 10'-7" 10'-7" 30 36" 7'-8" 7'-8" 7'-8" 7'-8" .61 0// 015� 29' 4'-11" 4'-11" 4'-11" 4'-11" 20" 8'-5" 8'-5" 8'-5" 8'-5" 20" 12'-4" 12'-4" 12'4' 12'-4" 32" 8'-8" 8'-8" 8'-8" 8'-8" iF 16' 6'-l" 6'-l" 6'-l" 6'-l" 16" 10'-6" 10'-6" 10'-6" 10'-6" 16" 13'-9" 13-9" 13'-9" 1T-9" 24" 11'-6" 1l'-6" 1l'-6" 1V-6" 12" 8'-l" 8'-1" I 8'-l" 8'-1" 12" 12'-7" 12'-T' 12'-7" 12'_7' 12" 15'-10" 15'-10" 15'-10" 16-10" 16" 15'-7" 15'-7" 15'-7" 15'-T' Vi1, 40 24" 3'-1" 3'-1" 3'-1" 3'-1" 40 24' 5'-3" 5'-3" 5'-3" 5'-3" 40 24" 7'-11" 7'-11" 7'-11" 7'-11" 40 36" 5'-9" 5'-9" 5'-9" 5'-9" F" 20" 3'.8" T-8" 3'-8" 3'-8" 20" 6'-4" 6'-4" 6'-4" 6'-4" 20" 9'-6" 9'-6 6." 9._ . 9'-6" 6'32" -6" 6-6" 6-6" 6'-6" l?F CAL1F0��\P 16" 4'-7" 4'-7" 4'-7" 4'-7" 16" T-10" T-10" T-10" T-10" 16" l l'-10" 11'-10" 1 V-10" l l'-10" 24" 8'-8" 8'-8" V-8" 8'-B" OCT 20 2011 12" 6'-1" 6'-l" 6-l" 6'-l" 12" 10'-6" 10'-6" 10'-6" 10'-6" 12" 13'-9" 134' 13'-9" 13'.9" 16" 12'-11" 12'-11" 12'-11" 12'-11" 60 24" 2'-0" 2'-0" 2'-0" 2'-0" 60 24" T-6" 3'-6" 3'-6" 3'-6" 60 24" 5'r4" 5'-4" 5'4' 5'-4" 60 36" T-10" TAO" T-10" 3'-10" 20" 2'-5" 2'-5" 2'S" 2'-5" 20' 4'-2" 4'-2" 4'-2" 4'-2" 20" 6'4" 6'-4" 6'4" 6'-4" 32" 4'-4" 4'-4" 4'4" 4'd" 16" 3'-l" 3'-1" 3'-l" 3'-l" 16" 5'-3" 5'-3" 5'-3" 5'-3" 16" 7'-11" T-11" 7'-11" T-11" 24" 5'-9" 5'-9" 5'-9" 5'-9" SINGLE SPAN TABLES 12 4'-1" 4'-l" 4'-1" 4'-l" 12" T-0" T-0" 1 T-0" T-0" 12" 10'-7" 10'-7" 10'-7" 10'-7" 16" 8'-8" 8'-8" 8'-8" 8'-8" TABLE 1.6 TABLE 1.7 TABLE 1.8 TABLE 1.9 " ICC ESR 1398(2009 IBC)10/11/2011 Page 6 of 60 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREA: 0.042"x3"x8"Be)(Beam(Detail L1 Double 0.042"x3"x8" Detail L12 Double 0.040"x2"x6.625" Detail L12 0.042"x3"x6"Box Beam Detail L1 Double 0.042"x3"x8" Detail L12 Double 0,Oa0"x2"x6.625" Detail L12 TABLE 2.1 Attached single Freestanding or Aft-had sin91e Freestanding or Attached Freestanding or TABLE 2.1 Atl-had single Freestanding or fepbed Single Freestanding or Aft-had single Freestanding or span stn7clwe Multis an Units span 5lmcwre Multis an Units Structure Multi an Units cyan sjrI Mullis an Units an SlvClum Multis an Units Span StI Multis an Units GROUND TRIO MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIG MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REQ'D POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER a- I 10' 1 12' POST MIN FOOTER 8- I 10- I 12 SNOW WIDTH POST REO' POST MIN FOOTER a' I 10. I 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12- LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED FOOTE SPACING POST SIZE CONSTRAINED FOOTS SPACING PCs SIZE CONSTRAINED FOOTS LOAD (FT) SPACING FOR BPACIN POS SIZE CONSTRAINED FOOTS SPACINGPOST SIZE CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOOTS (PSF) ON SLAB SLAB (H7) TYPE 'd' 'd' '8 'd' (FT) TYPE 'd' 'd' 'd" 'd' (FT) TYPE 'd' "d' "d' "d' {PSF) ON SLAB SLOB (FT) TYPE 'd" "C "d" -d' (FT) TYPE -d' "d' "d" "d" IFT) TYP 'd' 'tl' "B "d' fFT) On( (inl (in) (in) I'n) (in) in) (Inl (in) (in) (in) Gnl (FT) lin) In In !I On) (in (In In (in) 90 MPH EXPOSURE B 90 MPH EXPOSURE 9 t0 3 22'-e' A 11-6" A 18 23 25 26 20'-10" A 21 25 27 28 181-87 A 20 24 25 27 30 3 8'47' A 7'-10" A 15 21 22 23 13'-l" C 18 23 24 26 11'-10" C 17 22 23 24 LIVE 3.5 19'-5" A 12'-0" A 18 23 24 25 19'-3" A 21 25 26 28 1T'$ A 20 23 25 26 3.5 6'-10, A 7'-C" B 15 20 22 23 12'-0" C 16 22 24 25 10'-10" C 17 21 23 24 4 1T-0" A 11'-4" A 16 22 24 25 W'.' 0 22 25 26 27 t8'-1" A 21 23 24 26 4 6'-0" A 61-51 B 15 20 21 22 1M1'-P' C 18 22 24 25 10'-l" C 18 21 22 24 4.5 15'-1" A 10'-T' A 19 22 23 25 16'-11" B 22 24 26 27 15'-2' B 21 23 24 25 4.5 S'4" A 51•10, B 15 19 21 22 1V-3" C 19 22 23 24 9.5" C 18 21 22 23 5 13'-7' A 9'-11" A 19 22 23 24 16'4T B 22 24 25 27 W-C B 21 22 24 25 5 4'-10" A T-5" B 16 19 21 22 9'-0" C 19 21 23 24 B'-50" C A 20 22 23 5.5 17' " A IDA" A 19 21 23 24 15'-2" B 23 24 25 26 13'-e- B 22 22 24 25 5.5 4'-4• A W-W B 15 19 20 22 9'-1" C 19 21 23 24 8'," C 19 20 21 23 6 11'-4" A 8'-9" A 19 21 22 24 14'-5" B 23 23 25 26 13'-0" 9 22 22 23 25 6 4'-0' A 4'-V B 16 19 20 21 8'-7" C 19 21 22 24 7A V C 18 20 21 23 6.5 10'-5" A 8'-4" A 20 21 22 24 13'-11' B 23 23 25 26 17-8' 9 22 22 23 24 6.5 T-0" A W-4" 0 is 1B 20 21 11 C 19 21 22 23 T-fi" C 18 20 21 22 7 9'-8• A T-11" A 2D 21 22 23 13'3" C 23 23 24 26 11'-11" 9 23 23 23 24 7 3'-5' A IV 0 16 18 20 21 T-9" C 20 21 22 23 T-2" C 18 2D 21 22 7.5 9'-1" A 7'-T' A 20 20 22 23 12'-9" C 24 24 24 28 11'-6" B 23 23 Z3 24 7.5 312" A T-9" 0 16 18 20 21 T4" C 20 20 22 23 w-10" C 19 19 21 22 8 a'6* A T-3" A 20 20 22 23 12'•3" C 24 24 24 25 IVA" B 23 23 23 24 8 3'-0" A T.6" S 16 19 20 21 T.0" C 20 20 22 23 64" C 19 t9 21 22 8.5 B'-0' A 6'-11, A 20 20 22 23 11._70" C 24 24 24 25 1w-S' B 23 23 23 24 8.5 X-10" A 3'4" B 16 19 20 21 6'-9" D 20 20 21 23 8'4' C 20 29 20 22 9 T-6' A B'-8" A 20 20 21 23 11'-5" C 24 24 24 25 10'-5" C 23 23 23 24 9 T-41 A 3'-2" B 16 19 20 22 61-T 0 20 20 21 22 6'-1" C 20 20 20 22 9.5 7'-2" A 6'-5" A 20 20 21 22 11'-l" C 24 24 24 25 10'•1" C 24 24 24 24 9.5 Y-0' A 31-0^ B 16 19 21 22 6'-3" D 20 20 21 22 5'-1 a" C 20 20 21 22 10 6'-9" A 6'-2" A 2D 20 21 22 10'-9" C 25 25 25 25 9119" C 24 24 24 24 90 MPH EXPOSURE C 11 6.2' A 5'-9" A 21 21 21 22 10,1' C 25 25 25 25 9'3" C 24 24 24 24 30 $ 6'-0" A 7'-10' A 17 22 24 25 1T-1" C 20 25 27 28 11'-10" C 19 23 25 26 12 5'H7' A 5'-5" A 21 21 22 23 9'-7" C 2s 25 25 25 B'-9" C 24 24 24 24 3.5 6'•10" A II a 17 22 23 25 17.0' C 20 25 26 27 10'-1 D' C 20 23 25 28 13 5'-2" A 5.1" A 21 21 22 23 9'-1" C 25 25 25 25 B1- C 25 25 25 25 4 6'-0" A 6'-5" B 17 22 23 24 11'-1" C 21 24 26 27 10'-1" C 20 23 24 26 90 MPH EXPOSURE C 45 S<" A 5'-10^ B 17 21 23 24 10'-31 C 21 24 25 27 9'-5" C 10 22 24 25 10 3 27-8" A 13'6" A 20 25 27 28 204" A 23 28 29 31 18'-T A 22 26 27 29 5 CIO" A 5'-5" 0 f7 21 22 24 9'-8" C 21 23 25 26 8'-10" C 21 22 24 25 LIVE 19'-5" A 12'-4" A 20 25 26 28 18'-8" A 23 27 29 30 16'-10" A 23 25 27 28 6.6 4'4' A 5147 B 18 21 22 23 9'-1" C 21 23 25 26 8'<" C 21 22 23 25 t7 A 11'4' A 21 24 26 27 1T-6" B 24 27 28 30 15'-0' A 23 25 27 28 6 4'-0" A 4'-9" B 18 20 22 23 8'-7" C 22 23 24 26 7'-11" C 21 22 23 25 4.5 - A 1a-T' A 21 24 25 27 16'-5" 6 24 26 28 29 14'-9" A 24 25 26 28 6.5 3'-0^ A 4'<" S 18 20 22 23 8'-1" C 22 23 24 26 T1i" C 21 21 23 24 5 13'-7" A 9'-11" A 21 24 25 26 15'-0" B 25 26 28 28 IT-1 1" B 24 24 26 27 7 3'-5" A 4'1' B 18 20 21 23 T-9" C 22 22 24 25 T-2" C 21 21 23 24 5.5 1"A" A 9'4" A 22 23 25 26 14'-9" B 25 26 27 29 13'-3" B 24 24 26 27 7.5 7.2- A 3'-9" B 18 20 22 23 74" C 22 22 24 25 6'-10" C 22 22 23 24 6 11'-4" A 8'-9" A 22 23 25 26 14'-0" B 25 25 27 20 12'-W B 25 25 25 27 8 T-W A 3'-6' B 18 2D 22 23 7'-0' C 22 22 23 25 V-7' C 22 22 22 24 6.5 11.-5" A 8'>' A 22 23 24 26 13'5" B 26 26 27 28 12'-1" B 25 25 25 27 8.5 2'-10" A X-C B 18 21 22 23 6'A" D 22 22 23 25 6-W, C 22 22 22 24 7 9'-8' A 7'-11" A 22 23 24 25 17-10" S 26 26 28 28 11'-7" B 25 25 25 26 9 2',1- A 3'4" B 18 21 22 24 6'.6" D 23 23 23 24 S-1" C 22 22 22 24 7.5 9'-1" A 7'-7- A 22 22 24 25 17-4" C 26 26 26 28 11'-2" B 25 25 25 26 8.5 2'6" A S-0' B 18 21 22 24 6'-3" D 23 23 27 24 5'-i 0" C 22 22 22 24 B 8'-6' A T-T' A 23 23 24 25 11'-11" C 27 27 27 27 101 B 26 26 26 26 90 MPH EXPOSURE C 8.5 8'-0" A 6•.1 V A 23 23 23 25 11.6" C 27 27 27 27 10'-5" B 26 26 26 26 4D 3 6'•1" A 6'd" B 16 22 23 24 11'-1" C 19 24 26 27 10'-1" C 18 23 24 26 9 7'6" A 6'-8" A 23 23 23 25 11'-1' C 27 27 27 27 10'-1" 0 26 26 25 Z6 3.5 5'.2" A 5'41" 9 16 21 23 24 10'-1" C 19 24 25 27 91•3" C 19 22 24 25 9.5 T-2" A U-5" A 23 23 23 24 10'-9" C 27 27 27 27 9'-e" C 26 26 26 26 4 4',V A 5'-2" 9 16 21 22 24 11.1 C 19 23 25 26 11 C 19 22 24 25 10 6'-9' A V-2" A 23 23 23 24 10'-5" C 27 27 27 21 9'-6' C 27 27 27 21 4.5 4'•0" A 4'-9" 9 16 20 22 23 8'-7" C 20 23 24 26 7'.11" C 19 22 23 25 11 6'-2' A 5'-9" A 23 23 21 24 9'-l0" C 28 28 28 28 9'-0" C 27 27 27 27 5 3'-7" A 4'-3- 9 16 20 22 23 8'-0" C 20 23 24 25 7'-5" C 19 21 23 24 12 5'-8' A 5'-5" A 23 23 23 25 g-3" C 28 28 28 2B 8'-6" C 27 21 27 27 5.5 3'-3" A 3'-11- 8 16 20 21 23 7'-6•' C 20 22 24 25 7'-0.. C 20 21 23 24 13 5'-2" A 5'-1" A 24 24 24 25 8'-10" C 28 28 28 26 8'-1" C 27 2Y 27 27 6 3'-0" A 3'-7" B 16 19 21 22 7'-1" C 20 22 24 25 617" C 20 21 22 24 90 MPH EXPOSURE 8 6.5 7-9" A 3'-3' B 16 20 21 22 6'-8- D 20 22 23 25 6%3" C 20 21 22 24 20 3 11'-10" A 9'-t" A 16 21 23 24 14'-10' B 16 24 25 26 13'4" B 18 22 24 25 7 2•-7" A 3'-1' B 16 20 21 23 6.4" D 21 22 23 24 5'-11, C 20 21 22 23 LIVE 3.5 10.2' A 8'-2' A 16 21 22 23 13'-7" a 19 23 25 26 12'-3- B 18 22 23 24 7.5 1.5" A 7-10' B 16 20 22 23 fi-0" D 21 21 23 24 5'-8" C 20 20 22 23 4 8-11, A 7'-6- A 16 20 22 23 12'7" C 19 23 24 25 11'-5' B 18 21 23 24 8 2'.3^ A 2'-8" 8 16 20 22 23 5'9" D 21 21 23 24 S-5" D 20 20 22 23 4.5 T.11" A 6'"11- A 16 28 21 23 11'9" C 19 22 24 25 10'-8" 8 19 21 23 24 8.5 2'-1" A 7fii' B 16 21 22 23 1.,. D 21 21 22 24 5'-2" D 21 21 22 23 5 7'-1" A 6'-5" A 16 20 21 22 11'-0" C 20 22 24 25 10•-0" C 19 21 22 23 9 7-0" A 7d" B 16 21 22 24 5'-0• D 21 21 22 24 5'-0" D 21 2M1 22 24 5.5 6'-5" A 6,11" A 17 20 21 22 10'-5" C 20 22 23 25 9'-6" C 19 21 22 23 90 MPH EXPOSURE B 6 5'-11" A T-7' A 17 19 21 22 9'-10" C 20 22 23 24 9'-0" C 20 20 22 23 40 3 6'-1" A 6'-5" B 14 20 21 22 11'-1' C 17 22 24 25 CGSsIO 5.5 F-5-' A 5'-3" A 17 19 2D 22 9'-5" C 20 21 23 24 8'-7" C 20 20 22 23 3.5 V-2- A 6-9" 0 14 19 21 22 10'-1" C 17 22 23 24 7 S-1" A 5'-0" A 17 19 20 22 6'-11" C 21 21 23 24 8'3' C 20 20 21 23 4 4'•6- A 5'4' 0 14 19 20 22 9'4" C 17 21 23 24 7.5 4'-9' A 4'B" A 17 19 20 21 8'7" C 21 21 22 24 7'-10" C 20 20 21 23 4.5 4.0" A 4'-9" B 14 19 20 21 S'-7" C 18 21 22 24 G e 4-5, A 4'-5" A 17 19 20 21 I'll. C 21 21 22 23 7%7" C 20 20 21 22 5 3'.Y A 4'3' a 14 18 20 21 8'-0' C 18 21 22 23 c n 85 4.2•' A 4'-2" A 17 19 20 21 7'10" C 21 21 22 23 T-T' C 20 20 21 22 55 3'-3" A 3'-11' 6 14 18 19 2f 71•8' C 1a 20 22 23 9 3.11' A T-11, A 17 19 2D 22 r-T' C 21 21 22 23 T-0" C 21 21 21 22 6 31-0" A T-7' B 14 18 19 20 T-1' C 18 20 22 23 9.5 3'9- A 3.9" A 17 19 21 22 T-3" C 21 21 22 23 6'-9" C 21 21 21 22 65 2091 A T-3' B 14 18 19 21 6'-6' D 78 20 21 10 3'-6" A 3'-6" A 17 19 21 22 7-0, C 21 21 22 23 6'-7" 0 21 21 21 22 7 2'-7" A 3'-l' B 14 18 20 21 6'.4" P 18 20 21 22 11 3'-2" A 3'-2" A 17 20 21 22 6'-T' C 22 22 22 23 8'-2' C 21 21 21 22 7.5 2'-5' A 2'-10" B 14 18 20 21 111 D 18 20 21 22 12 2'-11" A Y-11" A 17 20 22 23 6'-2" C 22 22 22 23 5'-10' C 21 21 22 23 8 2'J" A 7-e" B 14 114 19 20 21 5.9" D 19 19 21 22 13 2'-8• A 2'a" A 1> 20 22 23 5--10"- C 22 22 22 23 5'-6' C 2t 21 22 23 95 2'.1 A 74" B 14 19 20 21 5'3" D 19 19 20 22 FpFCAUF�e'�\P OCT 20 2011 ICC E5R 1398(2009 19C)1 011 1/201 1 Page 7 of 60 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREA! 0.042"x3"x8"Box Seam Detail L1 Double 0.042"x3"x8" Detail L12 Double 0.040"x2"x6.625" Detail L 121 0.1 Box Beam Detail Lt Double 0.042"x3"x8" Detail L12 Double 0.040"x2"x6.625" Detail L12 TABLE 2.1 Axauhvd Single Freestanding or A1len11ed single Freestanding or Attached Freestanding Or TABLE 2.1 Artachad single Freestanding or Attached Single Freestanding or Attached single Freestanding or span SWOU. Muffispan Units Spain Structure Multi an Units Structure IMulfispan Units span s6uclure Mullis an Units s an structure Mullis an Units scan 51 uclure Mullis an Uniis rROI.ND TRiS MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIG MAX POST MAXLION MAX JlPOST LENGTH MAX MAX POST LENGTH MAX MAXPOSTLENGTH POST MIN 10 12- POST MN SNOW DTH POST ECIT MIN 111 10- 12' W 10 12 ST MIN a 10 12 LOAD SNOW 1(iFT)H SPA�IIING FOR SPACW POST REOID POSTF BOZER CONSTRAINED la IOOTE SPACING POST 12- POST MIN F SIZE R CONSTRAINED FOOT SPACING POS F srzFR CONS7I INED FOOTE LOAD N(F7) 9PAGNG FOR SPAC N CONSTRAINED(DOTE SPACIN OST F SOAR CON5TIINEDIOOTE SPACING OS F 8OZE4 CONSTRAINED FOOTE(PSF) ON SLAB SLAB (FT) TYPE d -d- 'd d jFT) TYPE 'T d "d d (m) TYPE "d -d- -d- %f (PSF) ON SLAB SLAB (FT) -d- 'd" -d- (FT) TYPE "d' 'd -d- -d- (FT) TYP -d- -d- d- -d- FT) in) (n) (in IM (in) III (in) in) (in) in n) (in tT) III Pn) (in) (in) (in) (In) (in) In fin) (in) 90 MPH EXPOSURE C 90 MPH EXPOSURE B 20 3 11•-1a' A -v A 17 23 25 26 14'-10" B 21 26 27 29 IT-e a 20 24 25 27 so 3 r-Y' A r-9" B 13 19 20 21 8'-0" C 15 21 22 24 V-01 C 15 20 21 23 LIVE 3.5 101-2" A 8'-2" A 18 23 24 26 13'-7" B 21 25 27 28 1213" B 20 24 25 27 3.5 01. A a-1' B 13 1s 20 21 7'-11Y' C 16 21 22 23 1-3" C 15 20 21 22 4 8'-11" A V-6- A 18 22 24 25 17-T C 21 25 26 28 11'-5" B 21 23 25 26 4 31" A 3'-7' B 13 1s 19 21 T-2" C 16 20 22 23 6'-8" C 15 19 21 22 4.5 T-11" A 6'-11" A 18 22 23 25 1T-V C 22 24 26 27 101-8' a 21 23 25 26 4.5 21" A 14" a 13 1s 19 20 8'-7" D 18 20 21 23 6'-2" C 16 19 20 22 5 7'-1" A 6'-5' A 18 22 23 24 1V-T C 22 24 26 27 10'-0" C 21 23 24 25 5 7S" A 7-11" 6 13 17 19 20 8'-1" D 16 20 21 22 T-9" C 18 19 20 21 5.5 61S" A 5'-11" A 19 21 23 24 10'-5" C 22 24 25 27 9'-0" C 22 22 24 25 5.5 2'-2' A 2'-7- B 13 18 19 20 S'-e" D 16 19 21 22 T-4" D 16 19 20 21 6 6.11" A 6-7' A 19 21 23 24 9'•1D" C 23 24 25 26 91-01 C 22 22 24 25 6 T-I A 75' B 13 16 19 20 5'-3" D 16 19 20 22 F-01 D 16 18 20 21 6.5 5'S" A 5-3" A 19 21 22 24 9.5' C 23 23 25 26 B'-T C 22 22 24 25 5.5 1'-10" A 2'-2" a 13 1B 19 21 4•.11" 0 16 19 2D 22 4'.9" D 16 18 2D 21 7 5'-1" 5'-0" A 19 21 22 23 g-11" C 23 23 25 26 E,. C 22 22 23 25 7 11-91 A 2--1" B 13 1s 20 21 4'-0' D 17 19 20 21 41" D 1fi Sa 20L 1 7.5 4'-9" A 4•-0" A 1s 20 22 23 B'-T C 23 23 24 28 Y'-10" C 23 23 23 25 7.5 7'-7' A 1'-1l' B 13 1B 20 21 4'-5" D 17 19 20 21 4'-3^ D 16 16 2018 4.5' A 4'-5' A 19 20 22 23 6-Y C 23 23 24 26 T'-7" C 23 23 23 24 BA 1'A" B 13 19 20 21 4.2" D 17 19 20 211. D17192018.5 W-21 A 4'-2" A is 21 22 23 7'-t0" C 24 24 24 2S 7'3" C 23 23 23 2a 85 1'-5" A 1'-8" 6 13 19 20 21 4'-0" D 17 19 28 21 3-10 D 17 19 201 9 3'-11" A 3'-11" A 19 21 22 24 T-r, C 24 24 24 25 T-0" C 23 23 23 24 90 MPH EXPOSURE C 9.5 V-91 A 3'-9" A 19 21 22 24 T-T' C 24 24 24 25 6-0" C 23 23 23 24 60 3 It.. A 4'4" B 14 20 22 23 6•-B" C. 17 23 24 28 8'-0" C 17 22 23 25 10 3'-6" A 3'�' A 19 21 23 24 7'-0" C 24 24 24 25 6'-7* C 23 23 23 24 3.5 3'-0" A 4'4' B 14 20 21 23 7'-10" C 18 22 24 25 T-3" C 17 21 23 24 11 T-2" r A -"+-2' A 19 22 23 24 6-T' C 24 24 24 25 1 V4" C 1 24 1 24 24 1 24 1 4 3'-0' A T-T B 14 19 21 22 T.2" C 18 22 24 25 BA" C 17 21 22 24 90 MPH EXPOSURE B 45 2'-8" A T-7' B 14 19 21 22 6'-7" D 18 22 23 25 B'-2" C 18 21 22 24 25 3 9'-7- A 11-3" 15 21 22 24 IR-5" C 18 23 25 26 13'-0" C 18 22 23 25 5 21.K' A 7.11" B W 19 20 22 6-1' D 111 21 23 24 5'-9" C 18 20 22 23 3.5 6'-2' A 7-11 A 16 21 22 23 13'-3" C 19 23 24 26 11'-11" C 18 22 23 24 55 21.2, A 7-7- B 14 19 21 22 5'-B' O 1B 21 23 24 ".. D 18 20 22 23 4 7'-2' A 7'-3' B 16 20 22 23 12'"3" C 19 23 24 2S 11'.1" C 1$ 21 23 24 6 21-0, A 7.5" B 14 19 21 22 5'-3. D 18 21 22 24 5'A" D 18 20 21 23 4.5 641 11\ G'., B 18 20 21 23 1T-S' C 19 22 24 25 101S" C 19 21 22 24 65 1'-10" A 2'.2- B 14 20 21 22 4'-11" D 19 21 22 23 4'4" D 1B 20 21 23 5 5'-0" A 6-2 B 16 20 21 22 1(r-9" C 20 22 23 25 91-9" C 19 21 22 23 7 1%9" A 2'-l' B 14 20 21 23 4'.B' 0 19 20 1 22 1 23 11 4-6" 1 D I 18 I 2LJ_Z_L 23 55 5•-2" A 51-91• B 16 19 21 22 ld-l" C 20 22 23 24 9'.3' C 19 21 22 23 E 4'.9- A I,.. B 17 19 21 22 V-7" C 20 21 23 24 B'-9" C 19 20 22 23 OVER- TABLE 2.2 TRIBUTARYw1DTHS FOR SINGLE SPAN ATTACHED STRUCTURES 5^ 4'1" A 5'-1" B 11 19 20 22 9'-1" C 20 21 23 24 8'4" C 20 20 21 23 HANG PROJECTION OF SINGLE SPAN STUCTURES(FT) 7 4•-1" A a'-s' B 17 19 20 21 V-8" C 20 21 22 24 8'-0' C 20 20 21 2,3 FT 8' 9' 10' 11' 12' 17 14' 15' 18' 17• 18' 19' 20' 21' 22' 7.5 3'-10" A 4'4)" a 17 19 20 21 8'3" C 21 21 22 23 T-6" C 20 20 21 22 0' 4' 4.5' S' S.5' 6' 6.5' T 7.5' B' B.6' 9' 95' 1g' 10.5' N' a 3'-T A 4'-T' B 17 19 20 21 T"111 C 21 21 22 23 T4" C 20 20 21 22 1' 4.5' S' 5.5' 6' as, T 7.5' B' 8.5' 9' 9.5' 10, 1gS' 11' Its, 8.5 X4" A 4'-0" H 17 19 20 21 T-7" C 21 21 22 23 7'-1' C 20 20 21 22 2' 5 5.5' 6' 6.5' 7' 7.5' a' S5' 9' 9.5' 10, 10.5' 11' 11.5' 12' 9 3'-2" A 7-9' B 17 I3 20 22 T4" C 21 21 22 23 6'-10" C 20 20 21 22 3' 5.5' 6' Ss' T is, a' 8.5 9' 9.5' 10, 10.5' 11' 11.5' 12' 12.5' 9.5 3'-D" A T'r' B 17 19 2• 22 T-1" C 21 21 22 23 6.7- C 21 21 21 22 4' 6- 6.5' 7' 7S' 8' 6.5' 9- 9.5' 10, 10.5' 11' 11.5' 17 125 13, 90 MPH EXPOSUREC 5' 6.5' 7' 75, e' 8.5' 9' 9.5' 10, 10.5' 11 11.5 17 125' 13' 13.5 25 3 9'-T A 8•-9" A 17 23 25 25 14'-9' C 20 26 27 29 11 C 20 24 26 27 3.5 8'-2" A 7'-11" A 18 23 24 25 11-3" C 21 25 27 28 11"-1 r' c 20 24 25 26 TABLE 2.3 Post Requirements TABLE 2.4 Post Requirements for 4 T-2" A 7-3" a 1s 22 24 25 12'-T' C 21 25 26 28 1r-r C 21 23 25 26 for Attached Single S an Structures Freestanding Structures or Multis an Attached Structures 4.5 6.4" A 6'$" B 18 22 23 25 11'-5" C 22 24 26 27 10'-51 C 21 23 24 26 Post Description Max POST Detail Post Description Maximum Max POST 5 V-9" A 61 9 10 21 23 24 10-9" C 22 24 25 27 "1 C 21 23 24 25 ILL Code FootingHel ht Code Detail# 5.5 6.2" A s-9" B 1H 21 23 24 10'-1" C 22 24 25 27 9'.3' C 22 22 24 25 0.042x3"x8"Aluminum Post 11' B L1 0.041'x3"x3"Steel Clover d= 20" 9' B L11 6 4'-9" A 5'-s" B 19 21 22 24 9'•T C 22 23 25 26 e'-0" C 22 22 24 25 0.024'PostWth Side fates 12' B L24 0.041"x3"x3"Steel Clover d= 21" B' B L11 6.5 4'5" A s-11 B 19 21 22 24 9'-1" C 23 23 25 26 e'4" C 22 22 23 25 Clover 0.030"x3"x3"Alum 11' B L11 3116"X3"x3"SteC S uare d= 28" AZ C L21 7 W-1" A 4'-9" B 19 20 22 23 a'-e" C 23 23 24 26 V-D" C 22 22 23 25 Clover0.040"x3"x3"Alum 12' B L11 3116"x3i"x3"Steels uare d= 28" 8' D L21 7.5 3'-19" A 4•-0' 8 19 20 22 23 a'a" C 23 23 24 26 7'-6' C 22 22 23 24 Colonial 0.062"Extruded 12' C AE 114""x3"x3"Steel Square d= 28" 12' D L21 8 7-71 A 4'-3" B 19 20 22 23 T-11" C 23 23 24 25 T4' C 23 23 23 24 0.041"x3"x3"Steel Clover 12 D L11 3/16"x4"x4"Steel Square I d= 28" 12' E L21 8.5 14" A W.O. B 19 21 22 23 li C 23 23 24 25 7'-1" C 23 23 23 24 0.941"x3"x3"Steel Clover 6' E L11 112"X4"X4"Steel S Uare d= 37" 12' D L21 8 31-21 A 3-9" B 19 21 22 24 74" C 24 24 .^4 25 6-10" C 23 23 23 24 3116"x3"x3'Steel Square 15' H L21 112"x4"x4"Steel Square d= 31" 1 15' 1 D L21 9.5 3'-0" A 3'-7- B 19 21 22 24 7'•l" C 24 24 24 25 6'-T C 23 23 23 24 114""x3"x3"Steel Square 15' 1 L21 10 2'-10" A 3'4' B 19 21 23 24 6411- C 74 2. 24 25 6'4" C 23 23 23 24 3116"x4"x4'Steel Square 15' J L21 GENERAL INS7RUCTION5 FOR THESE TABLES 112"x4"x4"Steel Square 15' K L21 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 2.1 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amellmax Building Products 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 5208 Tennyson Parkway (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS 9.FIND THE O/C SPACING OR p OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Plano,Texas 75024 USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS(0-1-29). DETAILS MAY REQUIRE POST TO UPGRADED. 6 `' 19� 4.CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS 11.ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES 11.7 AND L2 ON SHEET MS Carl Putnam,P.E. ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 3441 Ivylink Place * 6/ 0/1?013' S. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.1 Lynchburg,VA 24503 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB 8.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carloutnam(ibcomcast.net 6.CHOOSE A HEADER FROM TABLE 2.1 THAT HAS ADEQUATE SLAB 9.FOLLOW 9-11 FROM ABOVE V I L POST SPACING. SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES 7.USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.1 ICC ESR 1398(2009 IBC)10/11/2011 Page 8 of 60 LATTICE COVER 2.0 POST SPACINGS FOR PAT10 AND COMMERCIAL COVERS 90 MPH WINO AREA,- 12 Ga 3"x8"Steel C Beam Detail L18 16 Ga 3"x8"Steel C Beam Detail L18 Double 12 Ga 3"x8"Steel C Detail 1-8 12 Ga 3"x8"Steel C Beam Detail L18 16 Ga 3"x8"Steel C Beam Detail L16 Double 12 Ga 3"x8"Steel C Detail L8 TABLE 2- ABachad Single Freestanding or Artach single Freestanding or Attached SIn91s Freestanding or TABLE 2.5 A0ar1 ad Single Freestanding or Attached Single Freestanding or Attached single Freestanding or span structure Multi an Units span structure MUBis n Units scan$tutors Mults en Units span swetum Mullis an Units span Stmdu. Mullis an Units span Structure Multis an Units GROUND TRIG MAX POST MAX MAX POST LENGTH MAX MAXPOST LENGTH MAx MAX POST LENGTH GROUND TRIG MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAXPOSTLENGTH SNOW WIbTH POST REQ'D POST MIN FOOTER 8- I 12' I 15' POST MIN FOOTER e' I 17 15 POST MIN FOOTER 8' I 12' I IF SNOW WIDTH POST REQ' POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER B' I 12' I 15- POST MIN FOOTER S' I 17 I IT LOAD (FT) SPACNG FOR ';PACIN POST SIZE CONSTRAINED FCC SPACINGPO S SIZE CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOOTS LOAD (FT) SPACING FOR SPACI P0S SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOOTS (PSF) ON SLAB SLAB (Fi) TYPE 'd 'd' 'd. "d" (FT) TYPE 'd 'd' 'd' 'd' (FT) TYPE 'd' 'd. "d ^d' (PSF) ON SLAB SLAB {FT) TYPE E" "d" ^d- 'd" IFT) TYPE 'd" "d- 'd" ^d' (FT) TYPE -d- (FT) (in) (n) n) of (in) in) (in) (inl in (in) n) {in) (FT) (in {in) (in) (in (in (in) (in) (In) 90 MPH EXPOSURE B 90 MPH EXPOSURE B 10 5 13'-7^ A 30'-0' 27 28 31 20'.3" C 24 25 28 30'-0" C 27 27 29 30 5 4'-10" A 19-9" D 24 25 28 30 10'-8" C 19 22 25 28 26'.9" E 26 26 29 31 LIVE 5.5 174, A 29'.g' D 28 28 31 19'-0" C 24 25 28 3o.0" D 28 28 29 5.5 4'4" A 18'-7" D 24 25 26 29 9'•9" C 20 22 24 28 25'-11" E 27 27 29 30 e 11'-0" A 28'-11" D 29 29 310 1T-11" C 25 25 27 30'-0' 0 29 29 29 6 4'-0" A 17'-7" D 24 24 27 29 8'•",. C Za 21 24 26 25'-2" E 25 28 28 30 6.5 10'-5• A 211 D 29 29 30 17'-0" C 25 25 27 30'-0" D 30 30 30 6.5 3'4" A W-9' D 25 25 27 29 e'-3" C 20 21 23 24'6" E 28 28 28 30 7 9'-8• A 2T•1" D 30 30 30 16'-2" C 25 25 27 30'-0" D 31 31 31 7 T-V A w-11' 0 25 25 27 29 T-B' C 20 21 23 2S 23.11" E 25 29 29 30 7.5 9'-1' A 264T D 30 30 30 15-5" C 25 25 27 30'-v D 31 31 31 7.5 7.2" A 19-3" 0 25 25 27 28 7'-2" C 2D 20 23 25 23'-5•' E 29 29 29 30 8 8'6- A 2S-1" D 30 30 30 14'-9" C 25 25 26 30'-0" D 32 32 32 8 3'-0' A 14'-7' E 25 25 26 26 6'"g" C 20 20 23 24 22"11" E 29 29 29 30 as 8'-0" A 24'-2" D 31 31 31 14'-1" C 26 28 28 X-o' D 33 33 33 8.5 2'-10' A 14'-1' E 25 25 26 28 6'4" C 20 20 22 24 22'-5" E 30 30 30 30 9 7'6' A 23'-S' D 31 31 31 13'-7" C 26 26 26 301-0" D 33 33 33 D 2'4' A 13 6' E 26 26 26 28 6'•0" C 20 20 22 24 22.47' E 3D 30 30 30 0.5 7'-2" A 27.8" D 31 31 31 13'-1" C 26 26 26 30'6^ O 34 34 34 9.6 2'4' A IS'-0" E 26 26 28 27 6'4" C 20 20 22 24 21'-T' E 31 31 31 31 10 6'-9" A 27-0" 0 31 31 31 12'-7" C 25 26 26 30'-0' D 35 35 35 10 2'-5' A 12'a" E 26 26 26 27 5'3' C 20 20 22 24 21'-3" E 31 31 31 31 10.5 6'•5" A 21'4" D 31 31 31 I2'-1" C 26 26 26 29•-10'• D 35 35 35 10.5 2'-3" A 17-7 E 26 26 26 27 5'-1^ C 20 20 22 24 20-11" E 31 31 31 31 11 6'-2^ A 29-9" 0 32 32 32 11'-7" C 26 26 26 29.6" D 36 36 36 It 7-2" A 111.10" E 26 26 26 27 4'.11" C 2D 20 22 24 20'-7" E 32 32 32 32 11.5 5'-11, A 20'-2" O 32 32 32 11'-1" C 26 26 26 29'-1" E 36 36 36 11.5 7-1" A 11'-5" E 26 26 26 2� 4'-6- C 20 20 23 24 20'-3" H 32 32 32 32 12 5'-8" A 1914r D 32 32 32 10'-T C 26 26 26 28'-9" E 36 36 36 90 MPH EXPOSURE C 13 5'-2' A 18'-8" D 32 32 32 9'-10" C 26 26 26 28'-1" E 37 37 37 30 5 4'-10" A 19'-9' D 27 27 31 32 1"' C 22 24 27 29 26'-9" E 30 30 31 33 14 4'-10" A 1T•10" D 33 33 33 9-T C 26 26 2fi 2T4' E 38 38 38 5.5 4'4" A 18'-T D 27 27 30 32 9'-9" C 22 23 26 20 25'-11" E 30 30 31 33 1T•1" D 33 33 33 S'6" C 28 26 26 26'-10" E 38 38 38 6 4'-0" A 1T-T D 27 27 30 32 8'•11" C 22 23 26 26 25'-2" E 31 31 31 33 90 MPH EXPOSURE 6.5 3'4" A IV-9' D 28 28 29 31 81-3" C 22 23 26 21 24'-6•' E 32 32 32 33 10 5 1T-7" A 29-6" C 31 31 33 20'-3" C 27 28 31 30'-0- C 31 31 32 7 3'S- A 19-11" O 26 2B 29 31 T-e" C 22 22 25 27 23'41" E 32 32 32 32 LIVE 5.5 12'4" A 28'-T' C 31 31 33 I9.9' C 27 27 30 30'•0" 0 32 32 32 7.5 3'-2" A 15'-T D 28 28 29 31 Ts" C 22 22 25 27 27.5" E 33 33 33 33 6 114" A 27'-9" D 32 32 33 1T-11" C 28 28 30 W-O' D 33 33 33 8 T.(r A 14'-7" E 28 28 29 31 6-9" C 22 22 25 26 22'•11" E 33 33 33 33 6.5 19-5' A 27'4O" O 33 33 33 iT-0' C 28 28 30 30-0" O 34 34 34 85 7-10" A IVA' E 29 29 29 30 64" C 22 22 24 26 22'-5" E 33 33 33 33 7 9'6" A 26'-4" D 33 33 33 16'-2" C 28 26 29 301-0' D 35 35 35 9 2'4' A 1X-6" E 29 29 29 30 6'-0" C 22 22 24 26 22'-0" E 34 34 34 34 7.5 9'-1" A 25'-9" D 34 34 34 1s-5" C 28 28 29 30'-0" D 35 35 35 9.5 7-e" A 13'-0- E 29 29 28 30 5'-0' C 22 22 24 26 21'-7" £ 34 34 34 34 8 8'-6" A 25'-1" D 34 34 34 14'-9" C 29 29 29 301-0" D 36 36 36 10 7-5" A 17-T E 29 29 29 30 6'6' C 22 22 24 26 21'-3" E 35 35 35 35 8.5 8'-0" A 24'-2" D 34 34 34 W-1" C 29 29 29 30'-0" D 37 37 37 10.5 7-3' A 17-2" E 29 29 29 29 511, C 22 22 24 26 20A 1" E 35 35 3$ 35 9 7'6' A 23'-5" D 35 35 35 13'-7" C 29 29 29 30',0" 0 38 38 38 11 7-2" A 11'-10' E 29 29 29 29 4'-11" C 22 22 24 26 201-7' E 35 35 35 35 9.5 T-2" A 27-8" D 35 35 35 13'-1" C 29 29 29 30'-0- 0 38 38 38 11.5 7-1^ A 11'-6' E 30 30 30 30 4'-B" C 22 22 25 26 20'"3" H 36 36 36 36 10 6'-V A 22.6" D 35 35 35 12'-7" C 29 29 29 29'6" D 39 39 39 90 MPH EXPOSURE C 10.6 6=5^ A 21'-4" D 35 35 35 12'-1" C 29 29 29 29-D' D 39 39 39 40 5 3'-T' A 16'-7" D 25 26 29 31 8'-1" C 20 23 26 27 24'4" E 29 29 31 33 11 6'-2" A 20'-9" D 36 36 36 11'-T' C 29 29 29 28'-7' D 40 40 40 5.5 3'4' A 15'-7' 0 28 26 29 31 7•-5" C 20 22 25 27 23, " E 29 29 30 32 11.5 5'-11" A 20'-2" D 36 36 36 $1'-1" C 29 29 29 28'-2" D 40 40 40 6 3'-0' A 14'•9" E 26 26 29 31 6'-9" C 20 22 25 27 22'-11" E 30 30 30 32 12 6-8" A 19.4" D 36 36 36 10'-T' C 29 29 29 27'-9' E 4D 40 40 6.5 74I" A 17-11" E 26. 26 28 30 6'-3" C 20 22 24 26 22'"3" E 31 31 31 32 13 5'-2" A 18.4" D 36 36 36 9'-19' C 29 29 29 27110" E 41 41 41 7 7-7" A 13'•3" E 26 26 28 30 5'-10" C 20 21 24 26 21--9" E 31 31 31 32 14 4'-10' A 1T40^ D 37 37 37 9'-1" C 29 29 29 W-4" E 42 42 42 7.5 2-5" A 176" E 27 27 26 30 5'-5" C 20 21 24 26 2T-3" E 32 32 32 32 15 4'6^ A 17'-1" D 37 37 37 8'-6^ C 29 29 29 26'-g" E 42 42 42 6 7-3" A 17.2" E 27 27 26 29 6'-T C 20 21 24 25 20'-0" E 32 32 32 32 90 MPH EXPOSURE B 8.5 7-1" A 11'6" E 27 27 27 29 4'-10" C 20 21 23 25 20'4" E 32 32 32 32 20 5 7'-1" A 2T-7" D 25 26 29 31 13'0" C 21 23 26 27 39-0" 0 27 27 29 31 9 7.1r A 11'-2' E 27 27 27 29 4'-6" C 20 21 24 25 20'-0" H 33 33 33 33 LIVE 5.5 6'-5" A 2r4- D 25 26 28 30 17-1" C 21 23 25 27 2"' D 28 28 29 31 9.5 11 fill A 10'-9- E 27 27 27 29 4'J" C 20 21 24 2fi 19'6" H 33 33 33 33 6 9-11, A 20'-3" D 26 26 28 30 11'•1" C 21 22 25 27 28.11" E 29 29 29 31 10 11-V A 10'-S E 27 27 27 29 4'-1' C 20 21 24 26 19'4" H 34 34 34 34 6.5 51-5" A 19'-3" C 26 26 28 30 19.3" C 21 22 24 26 28'•2' E 29 29 29 31 10.5 1.4" A 19-0" E 27 27 27 28 T-11" C 20 21 24 26 19'A" H 34 34 34 34 7 5'-1' A 18'4" D 26 26 28 29 916" C 21 21 24 26 27'6' E 30 30 30 31 11 1'-7" A 9.9" E 28 28 26 26 3'-6' C 20 22 24 2fi IS'-S" 1 34 34 34 34 7.5 41-9" A 17'-7- D 26 26 27 29 B'-11'• C 21 21 24 25 26'-10' E 30 30 3D 31 90 MPH EXPOSURE B 8 4'-V A IV-11" D 27 27 27 29 8'4" C 21 21 24 25 26'-3^ E 31 31 31 31 40 5 3'-T' A 16'-7" D 23 24 27 29 V-1^ C 18 21 23 25 el 8.6 4'-2" A IV-3" D 21 27 27 29 7'-10" C 21 21 23 25 25'-V E 31 31 31 31 5.5 3'-3" A 15'-7" D 23 24 27 28 T-5^ C 18 20 23 25 el 9 T-11' A 16-V D 2T 27 27 28 7'•5" C 21 21 23 25 25'-3" E 32 32 32 32 6 3'-0" A 14'-9" E 23 24 26 28 F-9" C 18 20 23 24 Q� GQ.T`1' 1 �.Y •v�� 9.5 Y-9" A 19-1" 0 27 27 27 28 T•1' C 21 21 23 24 24'?0" E 32 32 32 32 6.5 ".. A 131.11" E 23 23 26 28 6'-3" C 1B 20 22 24 l� 10 76' A 14W" 0 27 27 27 28 94' C 21 21 23 24 24'-6' E 32 32 32 32 7 2'-7- A 13'-7 E 23 23 26 27 5'-10" C 16 1B 22 24 � Ih r1 10.5 3'4' A 14'-2" D 27 27 27 28 6'-S' C 21 21 22 24 24'-0- E 33 33 33 33 7.5 Z-W A 17-8" E 24 24 26 27 5'-5" C 18 19 22 23 J 11 3'-2' A 13'-9" 0 26 28 28 28 1.4.. C 21 21 22 24 2T-7" E 33 33 33 33 6 73" A 17.7' E 24 24 25 27 VA" C 18 19 22 23 11.5 3'-1" A 13'4" 0 28 28 28 28 5-10" C 21 21 23 24 2T3' E 33 33 33 33 9.5 7-1' A N'•8' E 24 24 25 27 4'AD" C 18 19 21 23 * •B�J��/ 0l 12 7-11' A 12'-11" D 28 2S 28 2S 5'-7" C 21 21 23 24 22.11" E 34 34 34 34 9 7-0" A 11'-2' E 24 24 25 27 4'6" C 1a 19 22 23 1s 2'4' A 12'•3" D 28 28 2a 28 5'-2" C 21 21 23 25 27.2" E 34 34 34 34 9.5 1'-11.. A 101-9" E 24 24 25 26 4'"3" C 1B 19 22 24 14 2'6" A 11'4" D 28 26 28 28 C-10" C 21 21 23 25 21•-S' E 35 35 35 35 10 1'-9' A 10'-5" E 24 24 25 26 4'"1" C 18 19 22 24 r `7IL 15 2.4" A IVA" 0 28 26 29 25 4'6" C 21 21 24 25 20'-9' E 35 35 35 35 f0.5 1'4" A 10'-0' E 24 24 24 26 3'-11" C IS 20 22 24 FpALtiFN 11 1 9'-7^ A .9' E 25 25 25 26 31-6* C 18 20 22 24 OCT 20 2011 ICC E5R 1398(2009 18C)10/11?2011 Page 9 of 60 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREA: 12 Ga 3"x8"Steel C Beam Detail LIS 16 Ga 3"x8"Steel C am(Detaill-181 Double 12 Ga 3"xW Steel C Detail L8 12 Ga 3"x8"Steal C Beam Detail L1 B 16 Ga 3"x8"Steel C Beam Detail L18 Double 12 Ga 3"x5"Steel C Detail LB) TABLE 2.5 Attached Single Freestanding or Attached Single Freestanding or Attached Single Freestanding or TABLE 2.5 Atached Single Freestanding or Attached sirgle Freestanding or Attached single Freestanding or span sww cR Mullis pan Units spansma- Mullis an Units span Structure Mullis an Uruts s an awcN. Mullis an Units Span Stmcure Multis an Units Span Structure Mullis an Units GROUND TRIG MAX POST MAX ±MINF- MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIG MAX POST MAX MAXPOSTLENGTH MAX MAX POST LENGTH MAX LL,kx POST LENGTH SNOW WIDTH POST REO'D POST 8 I 17 ` 15' POST MIN FOOTER 8 12- I 15' POST MIN FOOTER e' 17 15' SNOW WIDTH POST RED' POST MIN FOOrER 8' I t2 15 POST MIN FOOTER 8' 12' I 15' POST MIN FOOTER 8' I 12- I IS' LOAD (FT) SPACING FOR SPACI CONSTRAINED FOOTS SPACIN POS SIZE CONSTRAINED FOOTS SPACING PO S12E STRAINED FOOTS LOAD (Fn SPACING FOR SPACIN POS 54ZE CONSTRAINED FOOTS SPACIN POST SIZECONSTRAINEDFOOTS SPACING POS SIZE CONSTRAINEDFOOTS(PSF) ON SLAB SLAB (FT) "d" "d' "d• (FT) TYPE "r 1. 'd" d' (FT) TYPE 'd' •d d' d (PSF) ON SLAB SLAB (FT) TYP "d" "d" "d" "d" (FT) TYPE b' 'd' "d" "d (F7) TYP d" d d" "d' IFTI Gn) tA) (in) In) (in) ;�.�I (in) fin (in1 (in) (In1 In (in) (in) in inl in) n in1 (in) (in) tin) (in) g0 MPH EXPOSURE C 90 MPH EXPOSURE B 20 5 7'-1• A 22-7" D 28 28 31 33 131-V C 23 25 28 30 30'-0" D 31 31 32 34 60 5 2-5" A 17-9" E 21 23 26 27 514" C 16 19 22 24 2113" E 24 24 27 29 LIVE 5.5 6'-5" A 21'1" D 28 28 31 33 17-1" C 24 25 28 29 29'-9" D 32 32 32 34 5.5 2.2" A 11'-11" F 21 22 25 27 514" C 16 19 22 23 20'-T' E 25 25 27 29 6 5'-11" A 20'J" D 29 29 31 33 11'-1" C 24 24 27 29 28'41" E 32 32 32 34 6 2'-0" A 1l'-3" E 21 22 25 27 4'.7" C 16 19 21 23 201-0" H 28 28 27 29 6.5 5'-51 A 11.1.1 D 29 29 30 32 10-r C 24 24 27 29 2e'.2" E 33 33 33 34 6.5 1'-10" A 10'-8" E 21 22 25 26 4'.3" C 16 18 21 23 I9'-6" H 26 26 27 29 7 6'-1" A 1814" D 29 29 30 32 9-6" C 24 24 26 28 271-6" E 34 34 34 34 7 1'4' A 10-1" E 21 22 24 26 3'4t" C 16 t8 21 23 19117' H 26 26 27 28 7.s 4'.9" A 1T-7" D 30 30 30 32 8'-11" C 24 24 28 28 26-1 Or E 34 34 34 34 7.5 1W, A 5-T' E 22 22 24 28 3'-8" C 16 18 21 23 18'7- 1 21 27 27 28 8 V-5" A 16'-1 C' D 30 30 W 31 B3" C 24 24 2s 27 2V-7 E 35 35 35 35 8 1`b1 A sr-r E 22 22 24 26 3'-5" C 16 Is 21 23 18'-2`1 1 21 27 27 28 8,5 4'-Y A 16'-3" D 30 30 30 31 T110" C 24 24 25 27 25'-9" E 35 35 35 35 8.5 lv5" A 81-9" E 22 22 24 25 34. C 16 19 21 23 1T.T' 1 21 27 27 28 9 Y-11' A 15'-8" D 30 30 30 31 T-5" C 24 24 25 27 25'.3" E 35 35 35 35 9 1'4" A 8'4' E 22 22 24 25 T., C 16 19 22 23 1T-1" I 29 2a 2: 2a 9.5 3'-W A 15'-1" D 30 30 30 31 T-0" C 24 24 25 27 24'.10" E 36 36 36 36 9.5 1'.3" A 7-11" E 22 22 23 25 7-11" C 16 19 22 24 18'-T' I 28 28 28 28 10 3'-V A 14'-T' D 31 31 31 31 &-a" C 24 24 25 26 24'-5" E 36 36 36 36 10 1'-r A 7'-7" E 22 22 23 25 Y-9" C 16 19 22 24 16-1" 1 28 28 28 2a 10.5 3'<' A 14'-2" D 31 31 31 31 Tz" C 24 24 24 26 24'.0" E 37 37 37 37 1 10.5 1 1'-2" A T-2- E 1 22 22 23 25 7-r I C 1 Ifi 1 20 1 22 1 24 1 16"e" 1 28 28 28 26 11 T-r A 13'-9" D 31 31 31 31 9-1" C 24 24 24 26 23'7" E 37 37 37 37 W MPH EXPOSURE C 11.5 3'-1' A t3'.4" D 31 31 31 31 V-10' C 24 24 25 25 23'-r E 37 37 37 37 60 5 2'-5" A 12'4Y' E 2] 25 28 30 S-6' C 18 21 24 26 21'-3" E 28 28 30 32 12 7.11" A 17-11" D 31 31 31 31 9-7" C 24 24 2S 27 22',11' E 38 38 31 38 55 2'-2" A ill-it, E 23 25 27 29 1.,. 0 1s 21 23 25 20'-7" E 211 28 30 31 13 2'-8" A 12'4' D 32 32 32 32 V-2" C 24 24 25 27 22'-2- E 38 38 38 38 6 2'-0" A 11'-r E 24 24 27 29 4'-7" C IB 20 23 2S 20'-0" H 29 29 29 31 SO MPH EXPOSURE B 6.5 1'-10" A 104' E 24 24 27 29 4.3' C 1B 20 23 25 19'-B" H 29 29 29 31 25 5 5'4" A 22'-0" D 25 26 29 30 1r-r C 21 23 25 27 20.5• E 27 27 29 31 7 114" A IVA' E 24 24 27 28 3'-11" C 18 20 23 25 19'-0" H 3D 30 30 31 5.5 5'.2' A 20'19" D 25 25 28 30 11'-7" C 21 22 25 27 27,-r E 28 28 29 31 7.5 V-7" A Y-r E 24 24 26 28 X-8" C 18 20 23 25 1S.,.. I 3D 30 30 31 6 4'4" A 19,11" D 25 25 28 30 10-7" C 21 22 25 28 26'-9" E 28 28 29 31 B 1'-6" A Y-r E 24 24 26 28 3--5" C 18 20 23 25 18'.2" 1 31 31 31 31 6.5 4'4" A 1814" D 26 26 28 29 91•10" C 21 22 24 26 26'-1" E 29 29 29 30 8.5 1'.5" A S-9" E 25 25 26 28 T-T C 18 21 23 25 1T-7" 1 31 31 31 31 7 4'-1" A 17'-10" D 26 26 27 29 94" C 21 21 24 26 25'-5" E 29 29 29 30 1 1 9 1 l'3• 1 A S'-5' I E 1 25 1 25 1 26 1 27 11 T-1" C j 18 21 1 24 1 26 1T-1" 1 31 31 31 31 7.5 3'-10" A 17'A" D 26 26 27 29 8'6" C 21 21 24 25 24'-10' E 30 30 30 30 8 3'-r A 16'-S' 0 26 26 27 29 8'4' C 21 21 23 25 244' E 30 30 30 30 OVER- TABLE 2.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 8.5 3'4' A IT-9" D 26 26 27 28 7$' C 21 21 23 25 23'-10" E 3D 30 30 30 HANG PROJECTION OF SINGLE SPAN STUCTURES FT 9 T-2' A IS'-7' D 27 27 27 28 1-1" C 21 21 23 25 23'-5" E 31 31 31 31 FT 8' 9' 10 11' 17 13' 14' 15, W 17' 1& Is, 20' 21' 1. 9.5 T-O' A 14'4" E 27 27 27 28 0.9" C 21 21 23 24 23'A" E 31 31 31 31 0' 4' 4.5' 5 5.6 Ir 6.5' T 7.5' a' 8.5 9' 9.5' 10 10.5' 11' 10 7-10" A 14'-2" E 27 27 27 28 C.T. C 21 21 22 24 22'-7- E 31 31 31 31 1' 4.5' 5' 5.5' 6' 6.51 T 7.6 8' 8.5, 9' 9.5' 10, 10.5' 11' 11.51 10.5 2'4" A 13'9" E 27 27 27 28 6'-1" C 21 21 22 24 22--3- E 32 32 32 32 2' S' 5.5' @ 6.5, 7' 7.6 8' 8.51 9' 9.9 10 10.6 11' 11.5" 12' 11 2.7' A 13'3" E 27 27 27 27 5'-10' C 21 21 22 24 21'-10" E 32 32 32 32 3' 5.6' 6' 6.5' 7' 7.5' T 8.6 9' 9.6 10 10.5, 11' 11.5' 12' 12.5' 11.5 2'4" A 12'-11" E 27 27 27 27 5'7" G 1 21 21 23 24 21'-7' 1 E 32 32 32 1 32 4' 6' 6.5' r 7.5' 8' 8.5 9' 9.5' 10' 10.5, 11' I I.6' 17 12.5 13' S6 MPH EXPOSUREC S' 1 6-5- T 7.5 a' 8.5' 9' 9.5' 10, 10.6 11' 11.6 17 12.5' 13' 13.5' 25 5 51-9" A 2747' D 26 28 31 33 12'.7" C 23 25 28 30 26'-S E 30 30 32 34 5.5 5-2" A 20-9" D 28 28 31 33 11.7" c 23 24 27 29 2r-r E 31 31 31 33 TABLE 2.3 Post Requirements for TABLE 2.4 Post Requirements for B 4'-9' A 1914" D 29 29 30 32 10'.7" C 23 24 27 29 26'-9" E 32 32 32 33 Attached Single S an Structures Freestanding Structures or Mu1ti5 an Attached Structures 6.5 4%5" A IV.8" D 29 29 30 32 9'-10" c 23 24 26 26 W-1" E 32 32 32 33 Post Description MaxRB Post Description Maximum Max POST 7 4'-1' A 17'-10" D 29 29 30 32 9'-1" C 23 23 26 28 25'-S" E 33 33 33 33 HatDetail FootingH01 ht Code Detail# 7.S 3.10' A 17'-1" D 29 29 30 32 8'4" C 23 23 26 20 24'-10" E 33 33 33 33 0.042"X3"x6"Aluminum Post 11' L1 0.041"x3"X3"Steel Clover d= 20" 9' B L11 8 3.7" A 16'-s' D 30 30 30 31 e1"0" C 23 23 25 27 24'd" E 34 34 34 34 0.024"Post with Side fates 12' L24 0.041"x3"x3"Steel Clover d= 21" 8' B L11 8.5 3'4' A 15'A" D 30 30 30 31 7'4" C 23 23 25 27 2Y-10" E 34 34 34 34 Clover 0.03Q"x3"x3"Alum 11' t.11 V1Tx3"x3"Steel$ uare d= 2V' 12' C L21 9 3'.2" A 15'-2" D 30 30 30 31 T-l" C 23 23 25 27 23'-5' E 35 35 35 35 Clover 0.040"x3"x3"Alum 12' L11 3116"X3"x3"Steel S uare d- 28" 8' D L219.5 3'-0" A 14.4" E 30 30 30 31 6'-9" C 23 23 25 26 23'-0" E 35 3S 35 35 Colonial 0.062"Extruded 12' AE 114'*x3x3"Steel S uare d- 28" 12' D L21 10 2'-lV A 14'.2" E 30 30 30 30 6-S' C 23 23 24 26 22-7" E 35 35 35 35 0.041"x3"x3"Steel Clover 12, L11 3116"x4"x4"Steel S uare do 28" 12' E L21 10.5 2.8' A 13'-9" E 30 30 30 30 6'-1. C 23 23 24 26 22.3' F 36 36 36 36 0.041"x3"x3"Steel Clover 8' L11 112"X4"x4"SI881S UBfed- 3T" 12' D L21 it 2-7' A 13'.3" E 31 31 31 31 5'-10' C 23 23 24 26 ZV-10" E 36 36 38 36 3116"x3"x3"Steel S uare 15, L21 12"x4'k4"Steel S uare dN 31" 15' D L21 11.5 24' A 12'-11" F 31 31 31 31 5'-r C 23 23 25 26 21'.7" E 37 37 37 37 114'"'x3"x3"Steel S uare 15' L21 12 1 2'4" 1 A 1 12'-8" 1 E 1 31 31 31 1 31 1. 54" C 23 23 25 27 21'-3" E 1 37 37 37 37 3116"x4"x4"Steel Square 15-1 J L21 GENERAL INSTRUCTIONS FOR THESE TABLES �Sl4NA 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 2.5 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products QQ 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 5208 Tennyson Parkway G (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS 9.FIND THE O/C SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 1.6 Plano,Texas 75024 USE 20 PSF MIN) 10.USE THE APPROPRIATE DETAILS(1-1-1-29). DETAILS MAY REQUIRE POST TO UPGRADED. C g: 4.CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS 11.ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES LS AND L2 ON SHEET MS Carl Putnam,P.E. l ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 3441 hrylink Place .6/.. 1 1 5.DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.5 Lynchburg,VA 24503 CALCULATE FROM TRIBUTARY DIAGRAM ON SCO2 PAGE 2 OF 2 SLAB 8.USE THE SMALLER OF'THE POST SPACING ON SLAB OR HEADER POST SPACING car)putnam(dcomcast.nel 6. CHOOSE A HEADER FROM TABLE 2.5 THAT HAS ADEQUATE SLAB 9.FOLLOW 9.11 FROM ABOVE r M. Q POST SPACING. SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.5 ALL OCT 20 2011 1CC ESR 1398(2009 1BC)10/11/2011 Page 10 of 60 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! 0.042'x3"x8"Sox Beam Detail L1) Double 0.042"xYx8' Detail L12 Double 0.040"x7'4.625"(Detail L12 0.042"x3"x8"Box Beam Detail L7 Double 0.042"x3"x8"(Detail L12 Double 0.040"x2"Icl 5" Detail L12 TABLE 3.1 Aaachea s�rgle Freestanding or Attached single Freestanding a Attached Single Freestanding or TABLE 3.1 Attach SiI Freestanding or Attached Single Freestanding or Attached Single Freestanding or Span Structure Muftis an Units Span Slwcture IMultispan Units Span Structure Mullis loan Units Span Structure Multis an Units Span Structure Multis an Units Span Structure WWI Units ' GROUND 1RIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POSTLENGTH GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REO'D POST MIN FOOTEn 8' I 10, I 12' POST MIN FDOTER 8' I to- I 12- POST MIN FOOTER 6 I 1P I 12' SNOW WIDTH P06Y REQ'D POST MIN COOTE V I to- I 1T POST MIN FOOTS B' I 10• I 12' POST MIN FOOTS B' I 1P I 12' LOAD (Fr) SPACING FOR SPACI POST SIZE CONSTRAINEDFOOTE SPACIN POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS LOAD (I SPACIN FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTS SPACIN POST BRE CONSTRAINED FOOTS (PSF) ON SLAB SLAB (FT) TYPE -d- 'd" "d' 'tl' (Fi) TYPE -d' 'C 'd" 'tl' (FT) TYPE "d' "d" "d- -d- (PSF) ON BLAB SLAB (FT) TYPE "d" -d- -d- "d' (FT) TYPE 'd' "d' 'd' 'd" (FT) iYPE 'd" 'd' "d' 'd' (FT) (n) 6I*) (In) pn) (In1 Ian) in) (in) (in) (in On) On) (FT) (in) (tn) Orr) (in, fin) (in) (in) (in) (in) (in) In (in) 110 MPH EXPOSURE B 110 MPH EXPOSURE B 10 3 22'-8' A 13'-6' A 20 25 27 29 19'-9' A 23 28 29 31 17'4" A 22 26 28 29 25 3 9'-T A 9.9" A 1s 23 25 26 14••6' C 21 26 27 29 13'-0" C 20 24 26 27 LIVE 3.5 191-V A 12'4" A 21 25 27 28 16-2' A 24 27 29 3C IV4' A 23 25 27 29 3.5 6.7 A T-1P' A 18 23 24 26 13'•3" C 21 25 27 28 11'-11" C 21 24 25 27 4 17'-0" A 1T4- A 21 25 26 28 1T-0' A 24 27 28 30 15'-3" A 23 25 27 28 4 71 A T-3" B 16 22 24 25 12'1" C 22 25 27 28 11'-1' C 21 23 25 26 4.5 1111" A 1P-7" A 22 24 26 27 15-11" 0 25 26 28 30 14•-4" A 24 25 26 28 4.5 V-4' A 6'-8" B 18 22 24 25 11.1.. C 22 25 26 28 10'-5' C 21 23 25 26 5 131-7" A 9'-11" A 22 24 25 27 16-0' 8 25 26 28 29 131-11" A 24 24 26 27 5 5'-9' A 6'.2" B 19 22 23 25 10'-9" C 22 24 26 27 it C 22 23 24 26 55 124' A 9'4' A 22 24 25 27 14'-3' B 25 26 27 29 12.10" B 25 25 26 27 5.5 5'-2' A 5'-9" B 19 21 23 24 111 C 23 24 26 27 V-3" C 22 23 24 26 6 11'4' A V-sr A 22 23 25 26 13'•T• B 26 26 27 29 12'-3" B 25 25 26 27 6 4'-9' A 5'•5" a 19 21 23 24 V-7" C 23 24 25 27 8'-9" C 22 22 24 25 B.5 10•-5' A V-4" A 23 23 25 26 13'4T 6 26 26 27 28 '1'-T B 25 25 25 27 65 4'-5' A 5'•1" B 19 21 22 24 9'-1" C 23 23 25 26 1 C 23 23 24 25 7 91-8" A 7'-11" A 23 23 24 26 12'S' B 26 26 27 28 11'-3" B 25 25 25 27 7 4'-1' A 4'.9" B 19 21 22 24 V-a' C 23 23 25 26 8'-0" C 23 23 24 25 7.5 ".. A 7.7' A 23 23 24 26 11'-11" 6 27 27 27 28 10•10" B 26 26 26 26 75 3•--70" A 4'•6" B 19 21 22 23 8'-3' C 24 24 25 26 T-8' C 23 23 23 25 6 8'-6" A 7'-7 A 23 23 24 25 111-6" C 27 27 27 28 1P-s" B 26 26 26 26 a 3'-T' A 4'-3" B 19 21 22 24 T-11" C 24 24 24 28 7'4- C 23 23 23 25 BS 6-0" A V-11" A 23 23 24 25 11'-1" C 27 27 27 27 1P-1" B 26 26 26 26 8.5 74" A 4'-0" B 19 21 22 24 7'-7" C 24 24 24 26 7'-1' C 23 23 23 24 9 T-6" A W-W A 23 23 24 25 10'-8" C 27 21 27 27 9'-9' B 26 26 26 26 9 3'-2" A T-9" B 19 21 23 24 7'4" C 24 24 24 25 6'-10- C 23 23 23 24 95 T-2" A V-5" A 23 23 23 25 17-4" C 27 27 27 27 9'-5^ B 27 27 27 27 9.5 3'.0" A 3'-7" B 19 21 23 24 T-1" C 24 24 24 25 4517" C 24 24 24 24 10 8'-9' A V-2" A 24 24 24 25 1PA" C 28 28 28 28 9'-2" C 27 27 27 27 110 MPH EXPOSURE 11 111 A 51-W A 24 24 24 25 91•5' C 28 28 28 28 V,. C 27 27 27 27 25 3 :%7' A 8'•9" A 20 25 27 29 14'-5" C 23 28 30 31 13'-0" C 23 26 28 30 12 9-8' A 5'•5" A 24 24 24 25 V-11" C 28 28 28 28 1.,. C 27 27 27 27 3.5 e'.2" A 7'-till A 20 25 27 28 13'-3" C 24 28 29 31 11'-11' C 23 26 28 29 13 6-2' A 5'-1' A 24 24 24 26 B'A' C 29 29 29 29 7'-10" C 28 26 28 26 4 T-2" A T-3" B 21 24 28 28 12'-3" C 24 27 29 30 11'-1' C 24 26 27 29 7W MPH EXPOSURE 4.5 6'4- A 6-8" B 21 24 26 27 11'-5" C 25 27 29 30 10'-5" C 24 25 27 28 10 3 22'.8" A 12'-7" A 21 26 28 29 18'-5- A 24 28 30 32 16'-8" A 23 26 28 30 5 54' A S-2" B 21 24 25 27 10w C 25 26 28 30 9'-9" C 24 25 27 28 LIVE 3.5 19'-5" A 11'-6" A 21 26 27 29 16'-11" A 24 28 30 31 15'-2" A 24 26 28 29 5.5 5'-2' A S-9" B 21 23 25 26 10'-1' C 25 26 28 29 9'-3" C 25 25 26 28 4 17'-0" A 1P-7- A 22 2S 27 28 16dr' A 25 27 29 31 1V.2" A 24 26 27 29 6 4'y" A S-S' B 21 23 25 26 g-T C 26 26 2a 29 8'-9' C 25 25 26 2e 45 15'-T A 9'-10' A 22 2S 26 28 74'-9" A 25 27 29 30 13'4'• A 24 25 27 28 65 4.5' A 5-1" B 21 23 24 28 W.I.' C 28 26 27 29 1".. C 25 25 26 27 5 13'-T A Y-2" A 22 24 26 27 IT-11" B 26 27 28 30 12'-7" A 25 25 27 28 7 4--1' A 4'-9" B 22 23 24 26 V-6' C 28 26 27 28 8'-0" C 26 26 28 27 5.5 12'4" A 8•-8" A 23 24 26 27 131-3' B 26 26 28 29 11•-11" A 25 25 26 28 7S T-10' A 4'4" B 22 22 24 25 V-3' C 26 26 27 28 T-6' C 26 26 26 27 6 11.4" A I A 23 24 25 27 12'-7" B 26 26 28 29 1114" B 26 28 26 28 a T-7" A 4'-3" B 22 23 24 26 T-11" C 27 27 27 28 7'4" C 26 26 26 27 6.5 10.5" A 7'-9' A 23 24 25 21 12'-0" B 27 27 27 29 10'-10" B 26 26 26 27 85 T4" A 4'-0" B 22 23 24 26 T•7- C 27 27 27 26 T-1" C 26 26 26 27 7 9•-0" A 7'4" A 23 23 25 26 11'41" B 27 27 27 29 10'-S B 26 26 26 27 9 T-2" A 3'-9" B 22 23 25 26 T4' C 27 27 27 28 6'-10" C 26 28 26 26 7.5 9•-1" A 7'-0- A 23 23 25 26 11'-0' B 27 27 27 28 10'e" B 26 26 26 27 9.5 3'-0" A 3••7" B 22 23 25 26 T-l" G 27 27 27 27 V-7" C 27 27 27 27 a 81•6- A 6-B" A 24 24 24 26 10'-7' B 27 27 27 28 91.8" B 27 27 27 27 110 MPH EXPOSURE C 8.5 W-W A 6-5' A 24 24 24 26 10'-2' B 28 28 28 28 9.4" B 27 27 27 27 30 3 8•-0' A T-1P' A 19 25 26 28 13'•1" C 23 28 29 31 1T-toll C 22 26 26 29 9 71-6' A 6'-2" A 24 24 24 26 9'-10' B 28 28 28 28 9'-0' B 27 27 27 27 3.5 8'-10., A 7-0" B 19 24 26 27 12'-0" C 23 27 29 30 10'-10" C 22 25 27 29 9.5 7'-2." A 5'-11" A 24 24 24 25 91-6" B 28 28 28 28 8'-9' B 27 27 27 27 4 V.0" A 6-5" B 20 24 25 27 11'-1" C 24 27 28 30 10'-1' C 23 25 27 28 i0 6'-9" A 51-8" A 24 24 24 25 9••2" C 28 28 28 28 8'-5' B 27 27 27 27 4.5 5'4" A S'•10" B 20 23 25 27 1013" C 24 26 28 29 9'-5" C 23 25 26 28 11 612" A 5'-3" A 24 24 24 26 11. C 29 29 29 29 F-D' B 28 28 28 28 5 4'-10" A 5'S" B 20 23 25 26 9'$' C 24 26 26 29 8'-10" C 24 24 26 26 12 5'A" A 4'-lV A 24 24 25 26 8'-2" C 29 29 29 29 T-7- B 28 28 2B 28 5.5 4'4" A 5'-0" B 20 23 24 26 9'-1" C 25 25 27 29 it C 24 24 26 27 13 T-2" A 4'-7' A 25 25 25 27 ' C 29 29 29 29 T'2- C 28 28 26 28 6 4%T A T-9" B 20 23 24 26 V-7- C 25 25 27 28 T-11' C 24 24 26 27 105 MPH EXPOSURE C 6.5 3•-8" A 4.4" 3 20 22 24 2s 84.1 C 25 25 27 28 7'$' C 24 24 25 27 10 228" A 11-11" A 21 26 23 30 11'-1' A 24 29 30 32 15'-9" A 23 27 29 30 7 3'-S A 4'-0" B 20 22 24 25 7'•8" C 25 25 28 28 7'-2' C 25 25 25 27 LIVE 3.5 19•-5" A 10'-10" A 22 26 23 29 16'-2" A 25 28 30 31 14'"6' A 24 26 28 30 7.5 T-2' A Y-9" a 20 22 24 25 ".. C 25 25 26 28 V-10" C 25 25 25 25 4 1T-0" A 10'-0" A 22 25 27 29 161-0" A 25 28 29 31 13'-6' A 24 26 28 29 8 3'-0' A ".. B 20 23 24 28 7'-0- C 26 26 26 27 8'-7' C 25 25 25 26 4.5 IV-1" A 9'-3' A 22 25 27 26 14'-1- A 26 27 29 31 12'-8" A 25 26 27 29 8.5 2'-10- A 3'4" B 20 23 24 28 6'-9" D 26 26 26 27 V4' C 25 25 25 26 5 13'•7" A 8'-0' A 23 25 26 28 13'-0' A 26 27 29 30 11'-11'• A 25 25 27 29 9 2'-8" A Y-2" B 20 23 25 26 8'•s' D 26 26 26 27 V-1" C 25 25 25 26 5.5 I'll, A 8'-2" A 23 24 26 28 12'.6" B 27 27 28 30 1 T'4" A 26 26 27 28 110 MPH EXPOSURE B 6 11.4' A T-8" A 23 24 26 27 11'-11" B 27 27 28 30 10'-10" A 28 26 26 28 30 3 1 A T-10" A 17 23 24 28 1T-1" C 20 25 27 28 6.5 111 A 7'-3- A 23 24 25 27 1114" B 27 27 28 29 10'4" A 28 26 26 28 3.6 6'-10" A 7'-0' 8 17 22 24 25 12'-0" C 21 25 26 28 7 9'-0' A 6.11' A 24 24 26 27 1p'-toll B 27 27 28 29 9'-11" B 27 27 27 28 4 B'-0" A V-5' B 18 22 23 25 N'-1" C 21 24 26 27 7.5 9'-1' A 6'-7" A 24 24 25 26 11Y•S B 29 28 28 29 9'E' B 27 27 27 27 4.5 111 A 5.10" B 1B 22 23 24 50'-3" C 21 24 26 27 G 8 916' A 6'J" A 24 24 25 26 1P-0" B 28 28 28 29 9'-7 B 27 27 27 27 5 4'-10" A S-5" B 18 21 23 24 9'-0" C 22 24 25 27 �+ 8.5 1 A 6-0' A 24 24 25 26 9'-0" B 28 28 28 28 B'-10" B 27 27 27 27 5.5 414' A ".. B 18 21 22 24 11 C 22 23 25 26 V. f 9 71-V A 6-9' A 24 24 24 26 9'-3" B 28 28 28 26 8•-6" B 27 27 27 21 6 4'-0' A 4'-9" B 18 21 22 24 6-T C 22 23 25 28 9.6 7'-2" A 51-6" A 24 24 24 26 9'-0" B 28 28 28 28 8'-3- B 28 28 29 28 6.5 a'$' A 4'4" B 18 20 22 23 81•1" C 22 23 24 25 * 01 �1 10 8'-V A 5'-3" A 24 24 25 26 V-8" B 29 29 20 29 8'.o" a 28 28 28 28 7 T-5" A 41" B 18 20 22 23 T•9' C 22 23 24 26 11 6'•7 A 4'-11" A 24 24 25 26 e'-2" B 29 29 29 29 T4i" a 26 20 26 28 74 X-2' A 3'-9" a 1e 20 22 23 T4" G 23 23 24 25 12 5'-8' A 4'-7" A 23 25 25 27 T.e• C 29 29 29 29 T-1' B 29 29 28 29 B 3'-D' A 3'.67 B 18 2t 22 24 14. C 23 23 24 25 �/IL 13 5'-Y A 4'-3" A 25 25 2fi 27 T 3" C 29 29 29 29 6'-9" B 29 29 29 29 8-5 2'-10' A 3'4' B 18 21 22 24 8'•9" D 23 23 24 25 9 2'8- A 3'-2" 8 1b 25 23 24 6'-6" D 23 23 23 25 FpFCAU'lF OCT 20 2011 ICC ESR 1398(2009 IBC)10/11/2011 Page 11 of 60 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: 0.042"x3"xW Box Beam Detail L1) DoLble 0.042"x3"x8" Detail L12) Double 0.040"x2'x6.625" Detail L12 O.D42"x3"x8"Box Beam Detail Li Double 0.042"x3"x8"(Detail L12 Double 0.040'x2"x6.625" Detail L12 TABLE 3.1 Attached Single Freestanding Gr Attached singe Freestanding or AOachad single Freestanding or TABLE 3.1 A6acaad Single Freestanding or Attached so-yta Freestanding or Attach singm Freestanding or Span Structure Multis an Units Span swctwe Multis n Units Span structure Mullis pan Units Spanstmoure Multis an Units span slrurw a Mult s an Units Span stn Gura Mullis an Units GROUND TRIB MAX COST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIB MAx POST MAX MAX POST LENGTH MAX MAXPOST LENGTH MAX MAX POST LENGTH tar MIN 12' IDTH 0.5 REa MIN icy 12' POST SNOW WIDTH POST H7 SPOACIN POST f SIZE CONSTRAINED a. ily IOOTE SPAC N POST 12' DSTSD ER CONSTRAINED 10- IOOTE SPACiN iz POST F SIZE ONS IAINED IOOTE LNOAD W(FT) SPACW FOR SPACIN POST IFOOTE SIZE CoNSTI INED IOOTF� SPACIN OIST F SIZE CONSTRAINED FOOTE SPAC N POIST POUTER IIZE CONSTRAINED I DOTE LOAD (FT) SPACING FOR(PSF) ON SLAB SLAB (FT) TYPE "d' -d" W 'd- (FT) TYPE 'd' •d' 'd' 'd' (FT) TYPE •? "d" -,I 'er (PSFJ ON SLAB SLAB I" TYPE 'd' "d" •d• 'd' (FT) TYPE 'd" 'd. 'd' -d' (FT) TYPE 'd- 1. -d- 'd' FT) (in) (in) Iin) (in in in) in) tin) inl (in) an lint ( (n} (nl inl tin) (in) (in) (in) (in) (in In) (in) hn1 110 MPH EXPOSURE C 110 MPH EXPOSURE C 10 3 27-6' A 1V-4" A 22 A"27 28 30 is 41' % 25 29 31 32 35' A 24 27 29 31 40 3 6'-1' A 6'-S" B 18 24 25 27 11•-1" C 21 27 28 30 10'a" C 21 25 27 28 LIVE as 19•d" A 10'-4' A 22 26 28 29 15'-5" A 25 29 30 32 13'-10' A 24 27 29 30 3.5 5'-2- A V-9" B 18 23 25 26 1R-1' C 22 26 28 29 9'-3" C 21 25 26 28 4 17'-0" A 91-6" A 22 26 27 29 14'-4' A 26 28 30 31 1Y-11" A 25 26 28 30 4 4'-S' A V-2" B 18 23 25 26 9'4' C 22 26 27 29 8'-6" C 22 24 26 27 4.5 15'-1' A 8'r A 23 25 27 29 13'5" A 28 28 29 31 1Y-1' A 25 26 28 29 4.5 4'tr A 4'-9" B 19 23 24 26 8'-T' C 23 25 27 28 T-11" C 22 24 26 27 5 13'-7' A 8'-2" A 23 25 27 28 12'-T A 27 27 29 31 11'-5' A 26 26 27 29 5 T.7- A 4•.3•' B 19 22 24 25 8'-0" C 23 25 27 28 T-5" C 22 24 25 27 5.5 12'4- A 7•-8" A 23 25 26 28 11'-11' A 27 27 29 30 10'-10" A 26 26 27 29 5.5 T-Y A 3'-111' B 19 22 23 25 Tb' C 23 25 26 28 7'.0" C 23 23 25 27 6 1T4" A 71-31 A 23 24 26 28 11'4' A 27 27 28 30 10'-3' A 26 26 27 28 6 T-V A 31-7" B 19 21 23 25 7-l" C 23 24 26 27 8•-7" C 23 23 25 26 6.5 10'5" A 6-10" A 24 24 26 27 100-9" B 28 28 28 30 9'-10, A 27 27 27 28 6.5 2-e" A 3'-3" B 19 22 23 25 6'4" 0 23 24 26 27 61-3" C 23 23 25 26 7 9'4" A 614" A 24 24 26 27 114" B 28 28 26 29 9'-5' A 27 27 27 28 7 2-r A T-1" B 19 22 24 25 6'4" D 24 24 25 27 5--11' C 23 23 24 26 7.5 9'-1" A 6'.2" A 24 24 25 27 9'-1V 8 28 28 28 29 9'-0' A 27 27 27 28 7.5 2-5' A 2'-1 o" B 19 2224 25 6'-0" D 24 24 25 27 5'-8" C 23 23 24 26 8 8'h" A TAO" a. 24 24 25 27 9•-S' 8 2S 28 28 29 W-8- H 27 27 27 28 a 2'-3" A 7-8" B 19 23 24 26 5'-9'• D 24 24 25 26 5'-5" D 23 23 24 26 8,5 8'-0" A 5'-7' A 24 24 25 26 ".. d 28 28 28 29 8'4" B 28 28 28 28 8.5 2'-1" A 2.41' B 19 23 24 26 5'-6" D 24 24 25 25 F-2' D 24 24 24 26 9 7.4' A 6'1" A 24 24 25 26 Ill'-9" B 29 29 29 29 8'-1" 0 28 28 28 26 110 MPH EXPOSURE C 9,5 7'-2' A S-2" A 24 24 25 26 tlI B 29 29 29 29 T-10- B 26 28 28 28 60 3 4'-1. A 4%9" B 18 23 24 26 6'-8" C 20 25 27 28 8'-0' C 19 24 26 27 10 6'-9' A 4'-11" A 25 25 25 27 1.,., B 29 29 29 29 7'-7" R 28 28 28 28 3.5 3'4" A 4'-1" B 16 22 24 2$ T-10- C 20 25 26 28 7--3' C 20 24 25 27 11 6'-2" A 4.7" A .5 25 26 27 1 7'-8" a 29 29 29 1 29 11 7.1 B 1 29 1 29 29 1 29 1 4 3'-0' A 3'-T' B 18 22 23 25 T 2' C 20 24 26 27 V-S, C 20 23 25 26 110 MPH EXPOSURE B 4.5 2'4" A 3'.2" B 16 21 23 24 6-7" D 21 24 26 27 GI C 20 23 24 26 20 3 11•-10" A IIA 16 23 25 28 14'-1T B 21 26 28 29 13'4" B 20 24 26 27 5 2'.6' A 2'-11" B 16 21 22 24 9-1' D 21 24 25 27 S'-9' C 20 23 24 25 LIVE 35 10'-2' A 8'2" A 18 22 24 26 13'7" B 22 26 21 29 12'-3" B 21 24 26 27 5.5 2'-2' A 217" B 16 21 23 24 5'8" D 21 23 25 28 5.4" 0 21 22 24 25 4 It I, A T 6" A 18 23 24 25 12-7' C 22 25 27 28 11'-5' B 21 24 25 27 6 24" A 215" B 16 21 23 25 ".. D 21 23 25 26 5'-0- 0 21 22 24 25 45 T-11" A 5''1',- P, 19 22 24 25 11'-V C 22 25 26 28 IV-a, B 22 23 25 26 6.5 V-10" A 2'-2" B 1s 22 23 25 4'-11' D 21 23 24 26 4'.0" D 21 22 23 25 5 1-1" A r: A 19 22 23 25 111-0" C 23 24 26 27 101-V C 22 23 25 26 1 1 7 11'-9" A 2'-1" 1 B 1 16 1 21 1 24 1 25 V.8' D 1 21 22 24 1 26 11 4'4' 1 O 1 21 1 22 1 24 1 25 5.5 6'-5' A 51 W A 19 22 23 24 10'-5' C 23 24 26 27 914" C 22 23 24 26 6 51-11, A -7- A 19 21 23 24 9•-10" C 23 24 25 27 9'-0' C 23 23 24 25 OVER- TABLE 3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 6.5 9-5" A o'-T A 19 21 23 24 9'-S' C 23 24 25 27 8'-7" C 23 23 24 24 HANG PROJECT10N OF SINGLE SPAN STUCTURES FT 7 111. A 5'C" A 19 21 22 24 6'-11" C 24 24 25 26 81 C 23 23 24 25 8' 9' 10, 11' 12' 13, 14' 1S 16' 17' 1B' 19' 2R 21' 22' 7.a 4'-9" A 4'.8" A 20 21 22 24 8'-7" C 24 24 25 26 T-10' C 23 23 23 25 0' 4' 4S' 6' 5.5' B 6.5' 7' 7.6 8' 8.6 9' 9.9 10' 10.6 11' 8 4'-S" A 4'-5' A 20 21 22 24 &4' 24 24 25 26 7'-7' C 23 23 23 25 1- 4.9 9 5.5' 6' 6.5, T 7.5' 8' 8.5' 9' 9.9 10' 10-5' 11' AIN 8.5 4'-Y A 4'-2" A 20 21 22 24 T-10" C 24 24 24 26 7'-3' C 24 24 24 25 2• 51 55 61 as, T 7.5' 6' 8.5' 9' 9.5' 10' 10.V N' 11.5' 12' 9 T-11' A YA 1" A 20 21 23 24 7'.7" C 24 24 24 26 7•-0" C 24 24 24 24 3• 5.9 6' 6.5• 7' 7s, 6• 8-5' 9' 9.5' 10, 10.S 11' 1i-V 12' t2.6' 9.S T-9" A T-9` A 20 21 23 24 T-3" C 24 24 24 25 6'-9" C 24 24 24 24 4• 6' 6S 7' 7.5' 8' 8.5' 9' 9.5' 10' IOS 11' 11.5' IT 12.5' 13, 110 MPH EXPOSURE C 5' I 6.5 7' 7.a, a' 8.6 9' 9.5' 10• 10.5' 11' 11.5' 12' 12.9 AT 13.5' 20 3 11•-10" A 91-1' A 20 25 27 29 14%10' B 24 25 30 32 IT-c' B 23 27 28 30 LIVE 3.5 101-2' A 6'-2" A 20 25 27 26 11-7" B 24 28 30 31 12.31' S 23 26 28 29 TABLE 3.3 Post Requirements TABLE 3.4 Post Requirements for 4 8'-11' A T4" A 21 25 26 28 12-7" C 25 27 29 31 111-5' B 24 26 27 29 for Attached Single Sp an Structures Freestanding Structures or Multispan Attached Structures 4.5 T41" A e•-11' A 21 24 26 27 111-9" C 25 27 29 30 10.4" B 24 25 27 29 Post Description Max rD Detail Post Description Maximum Max POST 5 7'-1" A V-S" A 21 24 25 27 11`0" C 25 27 29 30 10•-0' C 25 25 27 28 H t FootingHei h Code Detal(# 5.5 8'4" A S-11" A 21 23 25 27 10'-5" C 26 26 26 29 9.4' C 25 25 26 28 0.042"x3"x6"Aluminum Post 11' Li 0.041"x3"x3"Steel Clover d= 20" 9' B Lll 6 F-11" A 6'-r A 22 23 25 26 9'-m" c 26 26 26 29 W-(r C 25 25 26 28 0.024"Post with Side(aces 12' L24 0.041"x3"x3"Steel Clover d= 21" 8' B L31 6.5 S' . A 5'-3" A 22 23 25 26 9'-5" C 26 26 27 29 8'-7- C 26 26 26 27 Clover 0.030"x3"x3"Alum I VL11 3f16%3'X3"Steel Square d= 28" 12' C L2i 7 5'-1- A 5'4" A 22 23 24 26 6•-11'• C 27 27 27 29 6'.3' C 26 26 26 27 Clover 0.040'x3"x3'Alum 12' L11 3/16"x3'x3"Steel Square d= 28" 6' D L21 7.5 4.-9" A 4'-8' A 22 23 24 26 8'.7" C 27 27 27 26 7.10' C 26 26 26 27 Colonial 0.062'Extruded 12, AE 114""X "x3"Steel Square d= 28" 12' D L21 8 4•.5- A 4%5" A 22 23 24 26 6'-7• C 27 27 27 28 T-7" C 26 26 26 27 0.041"x3"x3"Steel Clover 12' 1-11 3116"x4'x4"Steel S uare d= 28" 12' E L21 e.s 4'.2" A 4'.2" A 22 23 24 26 7*401' C 21 27 21 28 7A" c 26 26 26 27 0.041"x3"x3"Steel Clover 8' E 1-11 111 Steel Square d- 37" 12' D_ L21 9 3'-11" A T-11' A 22 23 25 26 Ta" c 27 27 27 26 7'-0" C 27 27 27 27 3116"x3"x3"Steel Square 15' H L21 112"x4"x4"Steel Square d= 31" 15' 1) L21 9.5 S-9" A Y-9" A 22 23 25 26 T-3" C 27 27 27 28 6'4" C 27 27 27 27 114"x3"x3"Steel S uare 16 1 L21 10 3'4" A 3'-6" A 22 23 25 27 7'a" C 28 2fi 26 28 8'-7" C 27 27 27 27 3116"x4'x4"Steel Square 15, J L21 GENERAL INSTRUCTIONS FOR THESE TABLES 112'x4"x4"Steel Square 16 K L21 Q fG 4sSl N 1.CHOOSE FREESTANDING OR AT STRUCTURE 8.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN 2.CHOOSE PROJECTION.WIDTH AND OVERHANG OF UNIT TABLE 3.1 AND 33 UPGRADE THE POST IF THE H£ICMT IS NOT SUFFICIENT Amerintax BUlding Products 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 3A 5208 Tennyson Parkway (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS 9.FIND THE O!C SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Piano,Texas 75024 I USE 2OPSF MIN) 10.USE THE APPROPRIATE DETAILS(1-1-1-29). DETAILS MAY REQUIRE POST TO UPGRADED. 6 1 S� 4.CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS 11.ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET M5 Carl Putnam,P.E. f \ ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 3441 Ivylink Place 61 0/QD73 5.DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR SLAG 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.1 Lynchburg,VA 245113 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB S.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnain@comcast.nel S.CHOOSE A HEADER FROM TABLE 3.1 THAT HAS ADEQUATE SLAB 9.FOLLOW 9-11 FROM ABOVE POST SPACING. FOOTER SIZE SHOWN IN TABLE 3.1 PRIATE SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 f.USE THE ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ) �OFCALI�C��\? " OCT 20 2011 ICC ESR 1398(2009 IBC)10/11/2011 Page 12 of 60 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: 12 Ga 3"x8'Steel C Beam(Detail L18 16 Ga 3"x8"Stee!C Beam Detail L18) Double 12 Ga 3"x8"Steel C Detail LS 12 Ga 3"x8"Sleel C Beam(Detail L18) 16 Ga 3"x8"Ste at C Beam(Detail L18) Double 12 Ga 3"x8"Steel C Detail L8 TABLE 3.5 Altached Single Freestanding Or Attached Single FreeStarlding or Atached Sin9la Freestanding or TABLE 3.5, Attached Single Freestanding or Allached single Freestanding or Attached Single Freestanding or Span Sl-9- Mullis an Units S an Structure Mullis an Units Span Siruclure Multis an Units Spanstructure Mullis an Units an Structure Mullis an Units Span structure Mult(s an Units GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIG MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW N4DTH POST REO'0 POST MtN FOOTER e' I 12. I 15' POST MIN FOOTER 6' I 17 1 15 POST MIN FOOTER 6' ' 12' I Is- st N1DTH POST REDD POST MIN FOOTS 8' I 12' I 15' POST MiN FDOTE V I 12' I 1S' POST MIN FOOTER 8' I 12' I 15' LOAD (FT) SPACING FOR SPACI POST BrzE CONSTRAINED POOTE SPACIN POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS L (FT) SPACIN FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN POST 52E CONSTRAINED FOO7E SPACIN POST 512E CONSTRAINED FOOTS (PSF) ON SLAB SLAB (FT) TYPE "e" "d- "d- (FT) TYPE "d 'd "d- 'tl- (FT) TYPE 'd' 'd 'd" 'd ON SLAB SLAB (FT) TYPE "d" •d 'd" "d' (FT) TYPE 'd' "d "d- 11" (F7} TYPE "d" 'd' "d 'd F7) i�l 6n1 tin) (it) tin Qnl (in) in (in) (in) lint tin) IFT (in (in) (in) Iln) (in) (n) (in) fin) On) (in) (in) (In) 110 MPH EXPOSURE 3 110 MPH EXPOSURE B 10 5 13'-7" A 27'-9" C 31 21 33 20'-3" C 28 28 31 30'-0' C 32 32 32 25 5 5'-T A ZT-V D 28 28 32 34 12'•7" C 24 25 20 30 28'-5' E 31 31 32 34 LIVE 5.5 174" A 2V-1P C 31 31 33 19'-0" C 28 28 31 30'-0" 0 33 33 33 5.5 5'-2" A 20'-9" D 29 29 31 33 11'-7" C 24 25 28 30 27'-7" E 32 32 32 34 6 11'4" A 26'-2" C 22 22 33 171•111 C 28 28 30 3U.0" 0 34 34 34 6 4'-9" A 19'-8" 0 29 2B 31 33 10'.7' C 24 24 27 29 26'-9" E 32 32 32 34 6.5 10'•5" A 2S'-S" D 33 ?3 33 1T-0" C 29 29 30 30'•0" 0 34 34 34 6.5 4'-6" A 18'-8" D 28 29 31 33 9-10' C 24 24 27 29 2V-1" E 33 33 33 34 7 9.6" A 24'40" D 33 33 33 16'-2" C 29 29 30 3"" D 35 35 35 7 4'-1" A 17-10' D 30 30 30 32 9'-1' C 24 24 26 28 25'-5" E 33 33 33 33 7.5 9'-11 A 24'-3" O 34 34 34 15'-5" 0 29 29 29 301-V 0 36 36 36 7.5 T-10' A 171' D 30 30 30 32 8'-0" C 24 24 26 28 24'-10" E 34 34 34 34 8 e'-s" A 23-91 D ;a4 34 34 ia'-9" C 29 29 29 29'-11" 0 37 37 37 8 T-7' A 16-5" D 30 30 30 32 8'-0" C 24 24 26 28 1.,. E 34 34 34 34 8.5 8'-0" A 23'3' D 35 35 35 14'-l" C 29 29 29 29'-4" D 37 37 37 8.5 3'4" A 15-9" D 30 30 30 31 T6" C 24 24 25 27 27-10" E 35 35 35 35 9 7'4" A 22-10" D 35 35 35 13'-7" C 29 29 29 28'-V D 38 38 38 9 T-2' A 15'-2" D 31 31 31 31 7'-1" C 24 24 25 27 23'-5" E 35 35 3S 35 95 T•2" A 2Y-51 D 36 36 36 13'-1" C 30 30 30 28'-3" 0 38 38 38 9.5 3'4' A 14'-8" E 31 31 31 31 6'-9' C 24 24 25 27 23'-0" E 36 36 36 36 10 61-9^ A 2Y-0' O 36 36 36 12'-7' C 30 30 30 27'-9" D 39 39 39 t0 7-10' A 14'-2' E 31 31 31 31 6'-5' C 24 24 25 27 22'-7" E 36 38 38 36 10.5 6'S" A 21'4" D 36 36 36 17-11 C 30 30 30 27'4" O 39 39 39 10.5 2'-V A 13'-9" E 31 31 31 31 F-1" C 24 24 25 27 22'-3" F 37 37 37 37 it 6'-2" A 20'•9' D 36 36 36 11'-7' C 30 30 30 26'-11" O 40 40 40 11 7-71 A 13'-3' E 31 31 31 31 5-10" C 24 24 25 27 21'-117" E 37 37 37 37 11.5 5'-11" A 20'•2' D 37 37 37 11'-1" C 30 30 30 26-4V 0 an 40 40 11.5 2'-6" A I,%I1" E 31 31 5'-7" C 24 24 25 27 21'-7- E 37 37 37 37 12 56" A 19'-8" D 37 37 37 IC-r C 30 30 30 26.2' 0 40 40 40 110 MPH EXPOSURE 13 51-21 A 18A, D 37 37 37 9--10- C 30 30 30 25'.5' E 41 41 41 25 5 5'-9" A 27-0" D 32 32 34 37 12'•7" C 27 27 31 33 28'.5" E 35 3S 35 37 14 4'-16T A m-10" D 37 37 37 9'-1" C 30 30 30 24 to* E 42 42 42 5.5 V-2" A 20'A" 0 32 32 34 36 11'-T C 27 27 3D 32 27'•7" E 36 36 3fi 37 15 4.6" A iT-1" D 38 38 98 a'6" 30 30 30 za'•3" E 42 42 42 8 4'-9" A 19'-8" 0 33 33 34 36 1tr-7" C 27 27 30 32 25'•9" E 38 36 36 37 100 MPH EXPOSURE C 6.5 4'-S' A 18'-8" 0 33 33 33 35 9'-10" C 27 27 29 31 26'-1' E 37 37 37 37 10 5 13'-T A 2"" ,- 33 33 35 20'-3" C 29 29 32 30'-0" C 33 33 34 7 4'-1" A 17'-10" 0 33 33 33 35 9'-1" C 27 27 29 31 25'-5' E 38 38 3S 38 LIVE 5.5 12'4" A 27'6' 33 33 35 19'-D" C 29 29 32 30'-0" O 34 34 34 7.5 3'-10" A 17'-1" O 34 34 34 35 66" C 27 27 28 30 24'-10" E 38 38 38 38 8 11'4" A 26'-9" t: 34 34 34 17'-11' C 30 30 31 30-0" 0 35 35 35 8 3'-7" A 16'-5' D 34 34 34 34 8'-0" C 27 27 28 30 244" E 39 39 39 39 6.5 10'-5" A 26'-0" 1; 35 35 35 17'-0' C 30 30 31 30'-0" 0 36 36 36 6.5 314" A 15-9- D 34 34 34 34 T6" C 27 27 28 30 23'-10' E 39 39 39 39 7 9.6" A 254" D 35 35 35 1T-2" C 30 30 31 30.4' 0 37 37 37 9 3'-2' A 15'-2" 0 34 34 34 34 7"A" C 27 27 27 29 23'-5" E 40 40 40 40 7,5 9'-1' A 2a'-10' D 36 36 36 15'-S C 30 30 30 30'-0" D 38 38 38 95 T-0' A 14'-8" E 35 35 35 35 6'-9^ C 27 27 27 29 2T-0" E 40 40 40 40 8 8'S" A 24'-3" D 36 36 36 14'49" C 31 31 31 30'-0" 0 39 39 39 10 2'-1 D" A 14'.2" E 35 35 35 35 V-5" C 27 27 27 29 22'-7" E 41 41 41 41 8,5 8'-0- A 23'-0' D 37 37 37 14'-1" C 31 31 31 30'-0" 0 40 4D 40 10.5 2'-8" A 13'-9" E 35 35 35 35 6'-1" C 27 27 27 29 22'-3' E 41 41 41 41 9 T-fi- A 234" D 3! 37 37 13'-7" C 31 31 31 29'-5' D 40 40 40 11 2'.7" A 13'-3" E 35 35 35 35 S-10' C 27 27 27 29 21'-10' E 41 41 41 41 9.5 T-2" A 22'6" 0 37 37 37 19.1" C 31 M 31 28'-11" D 41 41 41 11.5 2'6" A 12'-15" E 35 35 35 35 5'-7" C 21 27 27 24 2t'-7" E 42 42 42 4? 10 6'-91 A 22'11 D 38 38 38 IT-7" C 31 31 37 28=3" D 41 41 41 110MPHEXPOSUREC $0.5 6'-5" A 21'4' D 38 38 38 12'-1" C 31 31 31 27'.11' D 42 42 42 30 5 4'-10" A 19'-9" 0 31 31 34 36 10'.8" C 25 26 30 32 26'-9" E 34 34 35 37 11 V-2" A 20'-9" D 38 38 38 11'.7" C 31 31 31 27'6" 0 42 42 42 5.6 N41 A 18'-7' D 31 31 33 35 g'S" C 25 26 29 31 26-11" E 35 35 35 36 11.5 F-11" A 20'-2" D 38 36 38 11'-1" C 31 31 31 27,-1" 0 42 42 42 6 4'-0" A 17'4" D 32 32 33 35 8'-11" C 25 25 29 31 25'-2" E 36 36 36 36 12 5.8' A 18'6" C 39 39 39 1Y.r C 31 31 31 26'-9" D 43 43 43 6.6 3'-e" A 16'-9' D 32 32 32 35 11.1 C 4 25 28 30 24'-6" E 36 36 36 36 13 T-2" A 181-8- O 39 39 39 9'-10" C 31 31 31 26'-0" E 44 44 44 7 T.5" A 16-11" D 32 32 32 34 TS" C 2S 25 28 30 23'•11' E 37 37 37 37 14 4'-10" 1T-10' 0 39 39 39 7.1" C 31 31 31 254" E 44 44 44 7.5 T-2' A IT-3" D 32 32 32 34 T-2" C 25 25 28 30 23'-5" E 37 37 37 37 75 4'6' A 1T-1" D 40 40 40 8'•6" C 32 32 32 24'-10" E 45 45 45 8 3'-0' A 14'-7" E 33 33 33 34 6'9" C 25 25 27 29 27-11" E 38 38 38 38 105 MPH EXPOSURE C 8.5 2'-10' A 14'-1" E 33 33 33 33 6'4" C 25 25 27 29 22'-5' E 38 38 38 38 '0 5 13'-7" A 25'-7' C 33 33 35 20'-3' C 30 3D 33 30'-0" C 34 34 35 9 2'6" A 131-6" E 33 33 33 33 6'4^ C 25 25 27 29 224- 1130 39 39 39LIVL 55 12'4" A 24'-10" C 33 33 35 191-T C 30 30 33 30'-0" D 35 35 35 95 V6" A 13'-0" E 33 33 33 33 56^ C 25 25 26 28 21'-7' 39 39 39 3g6 1Y4" A 24'-l' C 34 34 34 17'-11" C 31 31 32 30'-0" 0 3fi 36 36 10 7-5' A 12'-7' E 33 33 33 33 5S' C 25 25 27 29 21-3" 40 40 40 40 65 t0'-5" A 23-6' C 35 35 35 1T-D" C 31 31 32 29-7' D 37 37 37 10.5 7-31 A 12'-2' E 34 34 34 34 V4" C 25 25 27 29 20'-11" 40 40 40 40 7 9'6" A 22'-11" C 35 35 35 15.7' C 31 31 32 28'-10" D 38 38 38 11 7-2' A 11'-10' E 34 34 34 34 4'-11" C 26 25 27 29 20'-7" 41 41 41 7.5 9'-11 A 224' D 36 36 36 15.5, C 31 31 31 28'-2" D 38 38 38 110 MPH EXPOSURE B QsxON _ 8 W-6. A 21'-17' D 36 36 36 14'•9' C 32 32 32 27'.7" D 39 39 39 30 5 4'-10" A 17-W 0 27 28 31 33 10'-81 C 22 24 27 29 O(-�( t Gl/� 8.5 81-0" A 2t'-5" 0 37 37 37 14'-11 C 32 32 32 - 27'•D' 0 40 40 40 5.5 4'4" A IW-7" D 26 28 31 32 9'-9' C 22 24 27 29 [ 4� 1" 9 T6' A 21'-l' D 37 37 37 1T-7' C 32 32 32 254' 0 40 40 40 6 4'-0" A 17'-7" 0 28 20 30 32 8'-11" C 22 23 26 2 lz 4.5 7'-2' A 201-8' D 38 38 38 1T-11 C 32 32 32 26'-V O 41 41 41 65 3'S' A 16A, D 28 28 30 32 8'3" C 22 23 25 10 6'S" A 20'4' D 38 38 38 12'4' C 32 32 32 25'-7" D 41 41 41 T T-S' A 15'-11" 0 29 29 30 31 T6" C 22 23 28 7 6 '� 91 10.5 6'-5" A 20'-0' D 38 39 38 17-1- C 32 32 32 25'-2" D 41 41 41 7.5 T-7 A 15'3' O 29 29 29 31 7'-2" C 22 22 25 7 i7 11 6'-21 A 191-8' D 39 39 39 11'-T C 33 33 33 24'-1R' D 42 42 42 6 T-0" A 14'-T E 21) 29 29 31 g'A" C 22 22 25 7 .6�Q/ ©1 11.5 5.11" A 19'-5' D 39 39 39 11'-1" C 33 33 33 24'-5' D 42 42 42 8.5 2'-10- A 14'-1" E 29 29 29 31 614" C 22 22 25 12 V-V A 19'-1" 0 40 40 40 1tr-T' C 33 33 33 24'•1" D 43 43 43 9 7-61 A 13'-6" E 29 29 29 30 fi'-0" C 22 22 24 13 5'-2" A Ie'-7" D 40 at1 40 8'-ltr' C 33 33 33 23'6" D 43 43 43 9.5 2'6" A 13'-0" E 30 30 30 30 5'•8" C 22 22 24 28 15 4'6" A 1T 1 D 45 41 41 8'6' C 33 33 33 22*-11'. 2'4" E 45 45 105 2'3' A 12'-2" E 30 30 30 30 51A, C 22 22 28 I FQF GAL1Fa4���P 11 7-2' A 11-10" E 30 30 30 30 4'-11" C 22 22 25 27 OCT 20 2011 ICC ESR 1398(2009 16C)10/1112011 Page 13 of 60 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! 12 Ga 3"x8"Steel C Beam Detail LIS 16 Ga Yx8"Steel C Beam(Detail L18) Double 12 Ga 3"x8"Steel C(Detail LB) 12 Ga 3"xB"Steel C Beam(Detail L18 16 Ga 3"x8"Steel C Beam Detail L18 Double 12 Ga 3"x8'Steel C Detail 1-8) TABLE 3.5 Attached Single Freestanding or Ali hod Sag16 Freestanding or Attached single Freestanding or TABLE 3.5 Ali had Single Freestanding or Attached single Freestanding or [SPACINC Attached Single Freestanding or span 51 uaue Mullis an Urdu s en SWCNro Mulls an Units s n Sinithra Multi an Units Span Slrutiuro Multis an Units span 81 ucn re Mullis an UnluSPan structure Mult(s an Units MAX GROUND WIDTH POST REDO POST MIN FOorER BAX POS�L LENGTH s• POT MIN FoorER 8 IOtYL OIS POST L11N FOO7ER 9 I 12'TH MAX MAX POST ILENGTH15' GROLINSNOWD WIDTH POT IRE. OST MIN t OTS MAX POST LENGTH POT MIN FOOTS BAX POSTLEiGTS MIN FOOTS MAX POST 2LENGTH 13' LOAD (FT) SPAGNG FOR SPACING POST SIZE CONSTRAINED F007E SPACIN POST 51ZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS LOAD (FT) SPACIN FOR SPACING POSTIZE CONSTRAINED FOOTER SPACIN POST S12E CONSTRAINED FOOTS POST SIZE CONSTRAINED FOOTS(PSF) ON SLAB SLAB (FT) TYPE 'd" -d- -d" "d" I,FT7 TYPE d• "d" -d- "d' (FT) TYPE d d' •d' -d' (PSF) ON SLAB SLAB tm TYPE "d" 'd. •d• "d" IFT) TYPE -e 'd' "d' "d" TYPE "0' -T -d- •d' (F I. inl (inJ {in) tin) qn) qn) (in) ¢n1 (in) (in C,n) (FT) in (in) (in) (in) in) tin) {In) {in) (in) (in) in (in) "i)MPH EXPOSURE C 110 MPH EXPOSURE C 10 5 131-T A 24'-10" C 33 33 35 21Y-3" C 3t 3t 34 31Y-01 0 35 35 35 40 6 T-7- A IS'-T' 0 29 29 32 35 B'-1" C 23 25 28 30 24'4" E 33 33 34 36 LIVE 5.5 12'4" A 24'-1' C 34 34 35 19.0" C 31 31 33 W-0" D 37 37 37 5.5 T-3' A 15'-T 0 29 29 32 34 Ts• C 23 24 28 30 23'a" E 34 34 34 36 6 114" A 23'4" C 35 35 35 it.11' C 32 32 33 29'S' D 37 37 37 6 T-0' A 14'-9' E 30 30 32 34 5-9" C 23 24 27 29 22-11" E 34 34 34 36 65 10'-5' A 22'-9" C 35 35 35 1T-0" C 32 32 33 28'-0" D 36 38 3a 6.5 2-9" A IT-11" E 30 30 31 33 G'y C 23 24 27 29 22.4. E 35 35 35 35 7 9'-0' A 22'-2" C 36 36 36 1W-2" C 32 32 32 28'-0" D 39 39 39 7 2-7" A 13'-3" E 30 30 31 33 5.10" C 23 23 27 29 21•-9" E 36 36 36 36 7.5 9'-1• A 21'-8" D 36 36 36 15'-5" C 33 33 33 27.4' 0 39 39 39 7S Y-S A 'IT-8' E 30 30 W 33 S4' C 23 23 26 28 2Y-7 E 36 36 36 36 8 5.6" A 21'-3' D 37 37 14'-9" C'. 33 33 33 26'.9' D 40 40 40 9 2'-3' A 1Y-7' E 31 31 31 32 S-1" C 23 23 26 28 20'-9" E 37 37 37 37 8-5 5-6" A 20'-10" D 37 37 IN-l" C 33 33 33 26'J" D 40 40 40 8.5 2'-1' A 11'-8" E 31 31 31 32 4'-10" C 23 23 26 28 204" E 37 37 37 37 9 T-6" A 217-5' C M 38 38 13'-7" 33 33 33 25'-9" D 41 41 41 9 2'-0" A IV-2' E 31 31 31 32 4'-6" C 23 23 28 28 20'-0 H 3a 36 38 38 9.5 T-2" A 20'-0" D 38 38 36 0-1" C 33 33 33 25.3" D 41 41 41 9.5 1'-11' A __. E 31 31 31 32 4'3" C 23 23 26 28 19'-a" H 38 38 38 36 10 5.9" A 19'-0" C 39 39 39 12'-T C 33 33 33 24'.10' 0 42 42 42 10 1'-9' A 1P-5' E 31 31 31 32 4'-1" C 23 23 27 29 19'4 H 39 39 39 39 10.5 5.5" A 19'-5" ❑ 39 39 39 12'-1" C 34 34 34 24%5" O 42 42 42 105 1'-B' A Itmr E 32 32 32 32 3'-11" C 23 24 27 29 19'-0" H 39 39 39 39 11 6'-2" A 19'-1- c 40 40 40 11'-T' C 3: 34 34 24'-1" D 43 43 43 110 MPH EXPOSURE C 11.5 5'-11• A 16'-10, ❑ 40 40 40 11'-r' C 34 34 34 23'-8" O 43 43 43 60 S 7-S A 17-7' E 27 27 31 33 Sb" C 20 2$ 28 26 21'-3" E 32 32 33 35 12 5'-8• a 18'-s" D 40 40 40 10'-7- C 34 34 34 23'4'• D 44 44 44 5b Y-2' A 11'-11" E 27 27 30 32 5'-0" C 20 23 26 28 20'-7' E 32 32 33 35 13 5'-2• A 1T-11" D 41 41 41 9'-10' C 34 34 34 22'-9" O 44 44 44 6 7-T A 114 E 21 27 30 32 4'-7" C 20 22 28 28 20'-0" H 33 33 33 35 110 MPH EXPOSURE B 6S 1'-10• A 101-8" E 27 27 30 32 4'-3" C 20 22 25 27 19'-6' H 33 33 33 34 2D 5 T-1" A 22'-7" D 29 29 32 34 1V-V C 24 25 28 30 37-0" D 32 32 32 35 7 1'-9' A 10'-1' E 28 28 29 31 N-111 C 20 22 25 27 19'-0' H 34 34 34 34 LIVE 5.5 6'-5" A 21'4• D 29 29 31 33 12-1" C 24 25 28 30 29'-9" O 33 33 33 34 7.5 1'-7' A 9'-T E 28 2a 29 31 3'E' C 20 22 25 27 18W' I 35 35 35 35 6 5.11" A 20'-3' D 24 29 31 33 11'-1" C 24 24 27 29 28'.11" E 33 33 33 34 8 1'-B" A 9'-2' E 2a 28 29 31 3'S' C 20 23 28 28 18'-2" I 35 35 35 35 6.5 V-V A 19'-3' D 30 30 31 33 10'-3" C 24 24 27 29 28'.2" E 34 34 34 34 1.1 1' ' 8'i' E 28 28 29 31 3'J• C 20 23 26 28 11-1. 11 35 35 35 7 5'-1' A 18'4' ❑ 30 30 30 32 9146" C 24 24 27 29 27'-0' E 34 34 34 34 9 1'-5 A' A A B'-5' E 28 2. 28 30 :1. C 20 23 2fi 2fl 7T-1' l 3E 36 36 36 7.5 4'-9" A 1r-7" C 30 30 30 32 8'-11" C 24 24 26 28 26'-10" E 35 35 35 35 a 4'-5" A 16'-11" 1; 31 31 31 32 64" C 21 24 26 28 28'-3" E 35 35 35 35 OVER. TABLE3.2 TRIBUTARYWIDTNS FOR SINGLE SPAN ATTACHED STRUCTURES 8.5 4'-2' A 16'-3" D 31 31 31 32 T-1 D" C 24 24 26 28 25-9" E 36 36 36 36 HANG PROJECTION OF SINGLE SPAN STUCTURES FT 9 31.11" A 15-8' D 31 31 31 31 r'!;, C 24 24 25 27 25'-3" E 36 36 36 36 FT B' 9' 10, 11' 12 13' 14' 13' 18' 1r 1a' 19, 20' 21, 22' 9.5 3'-9" A 15-1' D 31 31 31 31 T-l" C 24 24 25 27 24'-10" E 37 37 37 37 D' 4- 4.5' 5' 5.51 S 6.5' 7- 7,5' 8' 8.9 1. 9'6 1Q 10-5 11' 10 3'-B" A 14W' D 31 31 31 31 5.8" C 24 24 25 27 24'-S E 37 37 37 37 1' 4.5' 5' 5.5 S 6.5 7' 7.5' 11' 6.5' 9' 9.5' 10, 10.5' 11' 11.5 10.5 T-4' A W-2' D 31 31 31 31 6-5" C- 24 24 25 27 24'-V E 38 38 38 38 2' 5' S.5' 6' 6.51 T 7.6 8' 8.5' 9' 9.6 1O 10.5' 11' II.V 12' 11 T-7 A 13'-9' D 32 32 32 32 6'-1" C 24 24 25 27 23'-T E 38 36 38 38 3' S.5' 6' 6.S T 1.5 a' as' 9' 9.5' 10' 10.5 IA' 11N i7 12.v 11.5 3'-i" A 134' D 32 32 32 32 5.10" C 24 24 25 27 23'-3' E 36 38 38 38 4' 6' 8.5' r 7.5 8' 8.5' 9' 9.5 10' 10.5 11' 11.5' 12' 12.5 1T 110 MPH EXPOSURE C 5' 6.5' T 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' N.5' 12 12.5 13' 13.5'ji 20 5 T-1" A 22'-7' D 32 32 35 37 1T-0" C - 27 28 31 33 30'-0" 0 35 35 35 38 LIVE s.s 6'-5" A 21'4- D 33 33 34 36 17-1" C 27 27 30 32 29'-9- 0 36 36 36 38 TABLE 3.3 Post Requirements TABLE 3.4 Post Requirements for 6 F-11" A 20'.3' D 33 33 34 36 11'-1" C 27 27 30 32 264 V E 37 37 37 37 Attached Single Sip an Structures Freestanding Structures or Multis an Attached Structures 6.5 5'-5" A I", D 33 33 33 36 10'd" C 27 27 29 31 26'-2' ff 38 38 3e 38 Post Description Max POST Post Description Maximum Max I POST 7 5'-1' A 18'4" D 34 34 34 35 9'-0" C 27 27 29 31 27'.6' E 38 38 39 38 H t Footing Heigh I Code IDetall9 7.5 4'-9" A 17'.7" D 34 34 34 35 5.11" C 27 27 29 31 25.nr 8 39 39 39 39 0.042"xWx8"Aluminum Post 11' B L1 0.0411x3"x3"Steel Clover d= 20" 9' B 1-11e 4'-5" A 15-11" 0 34 34 34 35 V4" C 27 27 28 30 W-3' E 40 40 40 40 0.024"Post with Side later 12' B L24 0.041"x3"x3"Steel Clover d= 21" 8' B L11 8.5 41'-2• A 16111" n 34 34 34 34 71-1a• c 27 27 28 3n 2s'-9' E 40 4a 40 40 Clover0.030"x3"x3"Alum 11' B Li 3/16"0"0"Steel Square d= 28" 12' C L21 9 3•41" A 15'-0" D 35 35 35 35 r-5" C 27 27 2e so 25'-3' E 41 41 41 41 Clover0.040"x3"x3"Alum 12' B LII 3116"x3'x3"Steel§guare d= 28" 8' D L21 9.5 3'-9" A 15'-1' D 35 35 35 35 7'-1" C 27 27 27 29 24-10" E 41 41 41 41 Colonial 0.062"Extruded 12' C AE 114""0"x3"Steel Square d= 28" 12' D L21 10 31-V A 14'-7" D 35 35 M 35 c-a" C 27 27 27 29 24'-5' E 42 42 A2 42 0.041"x3"x3"Steel Clover 12' D L11 3116"0"x4"Steel Square d= 28" 12' E L21 10.5 T-e A 14'-2' D 35 35 35 35 5-51 r: 27 27 27 29 24'd- E 42 42 42 42 0.041'k3"x3"Steel Clover 8' E -11 112"x4'k4"Steel Square d= 37" 12' D L21 11 S'-Y A 13'-9' D 36 36 36 313 6'-1" C 27 27 27 29 23'-T E a3 4J 43 43 3/16"%3"x3"Steel Square 15, H L21 l/Tx4"x4"Steel Square d= 31" 15' D L21 11.5 3'-1" A 13'4' D 36 36 36 36 T-10" c 27' 27 27 29 23'3' E 43 43 43 43 114'"k3"x3"Steel Square 15' 1 L21 12 2-11' A 12-4V D 3fl 36 36 36 5'-7" C 27 27 27 29 22-11' E 43 43 43 43 3116'k4'x4"Steel SgUBrB 15' .1 121 GENERAL INSTRUCTIONS FOR THESE TABLES SS1�N 1,CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN OFF G/ 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 3.5 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products �(� 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 520S Tennyson Parkway (PATIO UNITS USE 10 PSF MIN.COMMERCIAL UNITS 9.FIND THE OIC SPACING OR 9 OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Plano,Texas 75024 y USE 20 PSF MIN) ID.USE THE APPROPRIATE DETAILS(1-1-1.29). DETAILS MAY REQUIRE POST TO UPGRADED. ` 6 l7 39 4.CHOOSE A RAFYER FROM SECTION 1.0 THAT HAS 11.ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L7 AND L2 ON SHEET M5 Carl Putnam,P.E. ` i , ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 34111 Ivylink Place B/W<t,Oi 5.DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.5 Lynchburg,VA 24503 ^?� CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB B.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.r 6.CHOOSE A HEADER FROM TABLE 3.5 THAT HAS ADEQUATE SLAB 9.FOLLOW 9.11 FROM ABOVE VIL POST SPACING. SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES 7.USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 3.5 FCFCAtIF OCT 20 2011 ICC ESR 1398(2009 1BC)10/11/2011 Page 14 of 60 LATTICE TUBES SSTo+� 2� O 1.5'x1.5' Q 0 o/c QF� G'/2 SEE TABLE 7.6 FOR L= 1.92'FOR 2'X 6 1/2' RAPIERS I I 2'x2' @4• o/c Q �1N F REAUIRED FASTENERS L= 2..92'FOR 3"X B' RAFTERS 3'x3' 05' o/c DETAIL L4 Q GP 9 F D18 f@1 2'X3' @5' O/C If 611139"� MAX RAFTER SPACING 3X3 MAY SPAN 30' W/ SINGLE I \ LATTICE RAFTERS ALL OTHERS MAY SPAN 36, w t=0.024' 3105 H24 SINGLE RAFTERS 4/ * I'TyP' i ALUM ALL❑Y ALL MAY SPAN 48' W/ DOUBLE l . \P TWO #S SMSTyp 0,032' or RAFT R \\�J fVIL °O 0.040' C 3• �OFCALt� EACH SIDE I r UO �'�� 1 1/2' FOR 2 X RAFTERS OCT 20 2011 2 3/4' FOR 3 X RAFTERS M 48 SCREWS Wl,J"DIAMETER WASHERS (6D63-75 ALUM.ALLOY, T=0.0781 SCREWS"LONGER THAN LATTICE HEIGHT L7 RAFTER HANGER O RAFTER & SIDEPLATES LATTICE TO LI1,H ER (3004-H34 ALUM. ALLOY) L'4 POST/RAFTER/LATTICE TUBE L6 1/4' BOLTS ASTM A307 SEE BELOW FOR QUANTITY ( 4-H34 ALUM. ALLOY) (3004-H34 ALUM. ALLOY) RAFTER C❑NN, 1"MiH LATTICE DOUBLE OR SINGLE FOUR #8 SMS RAFTER TO CONTINUOUS 2'xs"OR 2x8• N-% 0 3'X8' STEEL C CUM, RAFTER BEAM. BOLT LAYOUT HEADER DOUGLAS FIR LEDGER OR 'MIN o 0 61 FOR SPLICED AND CONNECTION PROVIDE SIMPSON STRONG o 0 NON-SPLICE KBSE BRACKETS TIE MSTA36(ICC ESR 2106)AT ATTACHMENT6063T6 SPLICE LOCATION 3�00EE TABLE ALUM ALLOY COVER W10.019"ALUMINUM 0,72^--1,56 {0,72DETAIL LlLOW FOR 1' T=0,060'2 1 4' � SCHEDULE 1 1/4' LAG SCREW —! 0.93 Re d 1 IL W/ 2.25' EMBED INTO 0.72 STEEL Beam #of BRACKET USED W\2'X 6 1/2' RAPIERS BRACKET USED W/*3'x WOOD STUD SEE TABLE AND 3'x3' RAFTERS 7.5 COLUMN ANC4 2- SIDE T POST Type 1/4"bolt FOR QUANTITY -T I All C Beams"On Slab" i 4 Allow able Trib Ndth PLUM. 0.93 1.56 3.00 L^And No.of#8Screws DOUBLE EXISTING RAFTER 0.28 16G Steel 3x8 4 JSPeed —1(.) Header ^1 3 4 5 HEADERS USE 0RKLOURE RAFTER 12G Steel 3x8 8 90f. H 0.04E 122ubl.2x6 1T 15, 15' 15, ONE BRACKET HANGER 0'37 Double12GSteel3x8 I 8 ExpC 0,042 0.042`x3"x8" T IV 14' 15' 2- �1SODE 1 (DETAIL L7). 0'7i? - 0.042 nuuble 3x8 is 55, is-, i5' PER HEADER F/CR 1101APH 0.040 Double2x6 10, is, 15' 15' L10 LTERNATE RAFTER TO WALL CONN. -��-0.17 ALUM RAFTERS 0 p E xp C 0.042- 0A42"x3"x8" 3 8' 10' 13' t = 0.030' ALUM 0.042 Double 3x8 t0' /5' 15' 15' = 0,040' ALUM 5' = 0,041' STEEL I No.of#14 SCrewS I o 0 STUD SIX 1/4' LAG SCREWS 110A4N-i 16G trio_ 8"Sleef C 15' (2,25' OF PENETRATION Exp C 16G rrin Double Steel C 15' - - 1 1 INTO WALL STUD W/ L 7 �'" ALTERNATE POST 0.040'x2'x6,625' MIN SG = 0.5> (3105 H25 ALUM. ALLOY OR DOUBLE HEADER A-653 Fy=40 KSI STEEL) 0.041•x3•x3' e STEEL POST Y x 3' METAL POST — DETAIL L23 1' MIN 3' x e• ALUM EIGHT #14 SMS SEE GENERAL NOTE #19 AND _ RAFTER BRACKET EtSHT#14 SMS LATTICE NOTE #3 DETAIL L7 L12 o O UNITS MUST COMPY WITH , L13 o O TWO 3/ti'x5• EMBEDMENT TABLES L1 AND L2 ON SHEET 0 DOUBLE HEADER b O O LAG SCREW W/ Y0, OWE MS o 0 IN EACH SIDE lS POST. 3' X 8' ALUM HEADER MAX WIND SPEED 0,041'x3'x3' IS 90 ^ph STEEL POST B16LAs FIR EXPOSURE C POST ALTERNATIVE FOR LUMBER FLOO L15R SLAB ATTACHMENT ONLY .ARsr OR FEAaER '- Y'AmeJ�aX 5208 TENNYSON PARKWAY t BUILDL\G PROpUCfS,�G SUITE 1 TE 00 ATTACHED STRUCTURE POST a14 SHEET METAL SCREW PLANO, TEXAS 7502E TO DECK FLOOR JOIST SEE GENERAL NOTE #23 MAXIMUM WIND C❑NDITI❑N IS 110 MPH EXPOSURE C BEJ/CP NTS Comeonent Parts & Connection Details For Patio & Commercial Lattice Structures ICC ESR 1398(2009 18C)10/11/2011 Page 15 of 60 Engineer's Stamp sH LT01-2009 f of 3 E 33 STEEL now Load x/3/2' THKW STL, WASHER Q��GpFz 'V9%`rF` FOUR#8 WOOD SCREWS INTO RAFTER AND SolidSCmw Wind R SIZEE MAX DISTANCE TO O FJIfiANGF pp$TS"L" 0 TO 8' STEEL 'C' BEAM 'y 2XFASCIA (24"pfCt 6' IT' 118" z4" 3a' 5.5' SEE TABLE 7.4 COLUMN 'N' ONE PER RAFTER 10 pst 2x4 25'_ __ 20':r FOR QUANTITY j'1i391 0 y,e 2s`.0_ zs'-aJ_j7-C z5-0 i3 10 1r-1. 1.575` 2.843' FOR #14 SELF DRILLING * 11 0 �R ROOF COVERING IS MAXIMUM Latl,17-105 ExpC 2.8 254Y 25'-U 25'-V 23- 25'-4 0I201 OF 3 PSF HEAVIER ROOF COVERING 10 pst 2x4 2a-0 SCREWS SEE TABLE 7.4 DETAIL "A" ---a 2K BF WOOD SHALL REQUIRE ADDITIONAL 2x6 2a-01 _ 20'-0'_ 20'-0' 2fl'-0' _98'-r'_ COLUMN 'L'. ENGINEERING ANALYSIS Laltice=110 Exm C 2x8 2a4Y 2U-& W-0' 2U.0' 20-9 0.097' VIL P FASCIA 20 ps1 2x4h- 2'xP1T 1r-1G" s-1a a'-r z�r OF AL1FC� WOOD FRAMINGsALTERNATE 3' SQ P❑ST CONNECT SEE DErkL DOUGLAS FIR-LARCHDr-0 ia'a ta'-0' tea is a —r BRACKET C6063T6 ALUM) T 'A'u Rlcxrr 82 OR ze zxa 1e'.a Ira" 6-W 7-9'_ 1• 8 I Q 2� _— P _ 2x8 194Y �18'-0 __8'-0 -2. 2.25" 1.0" IF DETAIL L29 IS N❑T USED ATTACH O p 2x4 1s'-o s-r s-r F--9 — a - SEE GENERAL NOTE#23 HANGER 2x8 Vera IV.G IS'-0' 19-0' 16-a �� 0919'ALUM L OVER � {Y SIDE PLATES AS PER DETAIL L26 VINYL COVER L17 0.750" 2xs t6-0 IV-0+ 16 to-0 r-r t L 1�. — � s__ 2x8 14-9 0-r 1-4' (Y-O' 1aV .091—I 3/8' BOLTS SEE TABLE 7,3 COLUMN 'H' F _ 4a p.4- �. 2x4 ra'-0' s- 3'- a-0 0 FOR MAXIMUM 2x8 14IY 14 a 11'-I' ra' 4' FOR QUANTITY ALUMINUM �T�T.e 2x8 1a'-0' 14-a 14-0' ra-0 10'-4" FOR FAST09M OVERHANG SEE 60 p3f 2x4 5-1a' 4'-0' U.0' 0". 0'1Y 0,041x3 x3 OR #14 SELF DRILLING SCREWS RAFTER salmi" SCHEDULE 0 RIGHT - - STEEL POST SEE TABLE 7.3 COLUMN 'G' _--__ zxs itu Ira s-r a'-I"' z-r FOR QUANTITY ALTERNATE EAVE ATTACHMENT `2xs 6'-a' HEADER RREDD OMEN POST BE 1 4 S M S L1 9 HEADER SPLICE DETAIL y_ jt4 SYS o 2.5• EAGF)SIDE L 3" X 8" BOX 3'X B'HEADER o �I 0.875' 3'x8' 12 (t=0,105') OR 0 l BEAM HEADER 16 GAUGE (t=0,059') O2N-E2' X 6 1 EACH 2 oEplATEs 'x a• 3.. �- 6,. ALUM. "H" STEEL C BEAM COLUMN PosT � BRACKET 0,042'x3'xe• BOX Fy= 50 KSI f, BEAM WRAP 7 75' Seal with pernanently �I nn y y p DETAIL Ll Z1/4' Loq aterproof 0,V 41 X 3 X 3 STEEL P❑ST CONTINUOUS 2"x8"DOUGLAS FIR LEDGER 3"OR PROVIDE SIMPSON STRONG TIEMSTA36(ICC ESR 2105)AT SPLICEEXISTING DFLOCATION 0 FRAMED WALL COVER W/0.019"ALUMINUM 60SEE GENERAL NOTE#23 3" X 8" X 12, 16 GA. STL. 'C' BEAM _WRAP W/ 3" X 8" ALUM. BOX BEAM Screw ALUMINUM "H" BRACKET FOR �+ 3" OR 4"� 3.5' MIN ASTPER LACH ATTICE COVER CONNECTING POST TO HEADER �, .. C6063T5 ALUM ALLOY) 1 Completely Seal with permanently flexible & THIS DETAIL MAY ONLY BE 3" 0r 4" or waterproof sealant USED WITH DETAIL L 2 9 O • 2. MIN PENETRATION L21 NTO WOOD FRAMING 1.00 min. L22 STUCCO ATTACHMENT DETAIL I W/ MIN SG = 0.5 LEDGER BOARD y Ylel"1111aX 5208 TENNYSON PARKWAY 3' ❑R 4' ASTM A500 GRADE A Synthetic Stucco or 1 ull SUITE 100 STEEL POST other nonick)uctural covering BUILDINCPRODCCiS,[NC. PLANO, TEXAS 75024 Ilr SEE GENERAL NOTE #9 FOR Sheathing C❑RROSION PR❑TECTI❑N BEJ/CP SEE ALLOWABLE DISTANCE TO FIRST SOME. Component arts & Connection Details ROW OF POSTS IN TABLE 7.7 NTS For Patio & Commercial Lattice Structures ICC ESR 1398(2009 IBC)10/11I20 1 Page 16 of 60 Engineer's Stamp LT02-2009 2 of 3 FOUR #14 SMS EACH SIDE FOR 110 MPH EXP 0.042"x3"x8" 4" m'n 4- #14 SMS C SLAB ATTACHMENT AND UP TO d=28' HEADER EACH SIDE FOOTING, �, —1 MIN 0.024' a 25 D.024' 0.024' L •y' 1'0 GALVANIZED HILTI HIT—HY 150 MAX 6" MIN ADHESIVE ANCHOR (ICC ESR 2262) W/ 2,25' EMBED AND V 0 WASHER OR '1 EQUIVALENT r 2'X 6 1/2"X .024' + 2,75• -I ALUM. SIDEPU4 80 6 5/8" SEE 3" 7 0 POST I S DEPLAT S ` O.D78 � J DETAIL s 5/6' (<25 S+ Z• 3" x 8" HEADER g,00 I1.o• L26 I ALUM. FOOTING CONNECTION #14 x 3/4' SMS ALUM-INUM BRACKET FOR CONNECTING I BRACKET FOUR-- #14 SMS POST TO FOOTING OR SLAB I I EACH SIDE Y + 3• (6063-T6 ALUM ALLOY) :° S+<ON + SINGLE SPAN ATTACHED UNITS ONLY ,�.W4 OFFS Gi,L REQUIRES SIDEPLATES AS SHOWN IN '•`'° :°• Q`t GpSi� �Vy FF DETAIL L26 SCAB FOOT NG 0 1� 9 / /3�' SQUARE COLUMN ALTERNATE 1.5" L2Ea o. 3 ,60 3T ALUMINUM If! ACKET C3004-H34 ALUM, ALLOY) 3"x3" ALUMINUM RAFTER s�# 6{ 03'X3' TWO #10 OR #14 SMS WITH SIDEPIAT O�L24 2• x 6.5' SIDEPLATES RAFTER� (3004—H34 ALUM, ALLOY) ATTACHMENT LATTICE HEADER Vlt FOFCA1.IFp(k Live MAX"L"FOR TOP OCT 20 2' SEE SHET M8 FOR TOP MOUNT BRACKET -- -- -- REQUIRED SLAB Lattice or Load Wind Speed OR SIDE MOUNT STEEL POST FOR CONSTRAINED Solid Panels 0.21" STEEL Fy = 33 kai (psi) and Exposure 16"o/c 124"olc 3/6' x 9' STEEL FOOTINGS BRACKET IS 1.094' WIDE q.042•x3'x8' HEADER B' 10 105 mph Exp B zt'-B" 14••s•• REBAR EMBEDDED AT Alum, Bracket 110 mph Exp B _20'.'" IT-4•• 'B' DEPTH 4 D d (t = 0.06 _ 90 mph Exp C 21•-9•• W.2" :4 0 DETAIL L9 8 yy�ncERp jp„p n) I ALUM so=GatTAL NWE!23 105 mph Exp C is-10 10'•7" d < 33' B = 9' B Lattice or Alum, Bracket RAFTER NyrcR j14r1 D�""^ 110 mph Ex C ts'-6" e'-s•' d C 38' B = 12' p _ Solid Panel S" MIN (0.060) 8 SMS TOP MOUNT #14r3.5•""' 20 110 mph Exp C IT-V I T'-V d C 46 B = 24' v 4 Q 4- .0 d NOT ALLOWED IN SNOW LOAD AREAS L 7x SEE GENERAL NOTE #9 FOR 3" v d a #8 SMS •� CORROSION PROTECTION 3' x 8' Header #2 ATTACH PER 3' x 8' Header #1 (0,042') TABLE 7.5 (0.042') 1' MIN GAP BETWEEN 9n 2' x 6' Side Plate LEDGER AND ROOF FOR EXISTING EAVE 4 FOUR #14 SMS n WOODABOARD FRAMING CONCRETE FOOTING EACH SIDE Fb I I 2 MIN #14 SMS DRAINAGEALUM EACH HEADER ALL HOUSE PENETRATIONSRAFTER L29 �--- d — —� 3' x 8' Header # MUST BE COMPLETELY AND " SCREWS C0,042' PERMANENTLY SEALEDS 3"x3' POST 3'x3' POST FREESTANDING OR ATTACHED STRUCTURE 0.125"x1.5'x1.5' STEEL COLUMN TO FOOTING CONNECTION DETAIL 2x6.5' SIDEPLATE (Fy=33 KS I) `L' BRACKET 2` SPACING L28 BETWEEN SCREWSMO N B C ET y. AmeaX 5208 TENNYSON PARKWAY EAV£ ATTACHMENT BUILUINGPROUtJCTS,INC SUITE 75024 L27 ALTERNATIVE SPLICE FOR ATTACHED UNITS EAVE OVERHANG AND ORAW W. 'L' MUST ALSO COMPLY TfflF WITH DETAIL L17 BEJ/COP Component Parts & Connection Details NTS IOC E5R 1398(2009 IBC)1 011 11201 1 Page 17 of 80 Engineer's Stamp For Patio & Commercial Lattice Structures LT03-2009 I M3 of 3 sslON SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES OFF ` Gi,L 2.5"x6"Super Six(Multispan)Detail-N3,A 3.5"x12"Super 12(Multispan)Detail D 2.5"x 12"Mark X Multispan)Detail B 2"x6"Flat Panel(Multispan)Detail N2,C 011 GPR t N F� Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Amerimax Building od is '+!1 Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C 5208 Tennyson Par ay 6, 7 9' (psf) (in) 85 90 85 90 (psi) (in) 85 90 85 90 {psf (in) 85 90 85 90 (psi I (in) 85 1 90 85 90 Plano,Texas 75024 ( 1 10 0.018 9'-T" 9'-7" 9'-0" 8'-6" 10 0.018 6'-4" 6'-4" 5'-9" 5'-3" 10 0.018 6'-5" 6'-5" 5'-11" 5'-5" 10 0.018 9'-7" 9'-7" 9'-0" 8'-6" * b8J A,014"1 LIVE O.p24 11'-9" 11'-9" 11'-0" 10'-5" LIVE 0.024 10'-2" 10'-2" 9'-5" 8'-9" LIVE 0.024 9'-2" 9'-2" 8'-6" T-10" LIVE 0.024 11'-6" 11'-fi" 10'-9" 10'-2" Carl Putnam,P.E, 0.032 14'-2" 14'-2" 13'-4" 12'-7" 0.032 14'-6" 14'-6" 13'-6" 12'-8" 0.032 12'-2" 12'-2" 11'-4" 10'-7" 0.032 13'-10" 13'-10" 12'-11" 12'-3" 3441 hrylink Place Vil- �P 0.036 15'-4" 15'-4" 14'-5" 13'-8" 0.036 16'-0" 16'-0" 15'-0" 14'-2" 0.036 12'-l" 12'-l" 11'4" 10'-7" 0.036 14'4' 14'4' 13'-9" 13'-3" Lynchburg,VA 245 G� 20 0,018 8'-0" 8'-0" T-8" T-4" 20 0.018 4'-1" 4'-1" 3'-7" 3'-7" 20 0.018 4'-5" 4'-5" T-11" T-11" 20 0.018 8'-1" 8'-l" T-8" T-4" (434)384-2514 CALIF LIVE 0.024 11'-11 11'-11" 11'-5" 10'-' 9'-10" 9'-5" 9'-0' LIVE 0024 0.0 8'-2 12'-O" 1B 2 7 9 T-4" LIVE 0.024 T-4" T-4" 6'-11" 6'-6" LIVE 0,024 9'-8" 9'-8" 9'-3" 8'-10" carfautnamo&comcast.net 2'-0" 1 T-5" 10'-11" 0.032 9'-11" 9'-11" 9'-5" 8'-11" 0.032 1 T-7" 1 T-7" 11'-1" 10'-8" OCT 20 2011 0.036 13'-0" 13'-0" 12'-5" 11'-10" 0.036 13'-6" 13'-6" 12'-10" 12'-4" 0.036 9-11" 9'-11" 9'-5" 9'-0" 0.036 12'-7" 12'-7" 12-0" 11'-6" MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#10 SCREWS 25 0.018 8'-0" 7'-8" T-4" 7'-4" 25 0 018 4'-1" 4'-l" 3'-7" 3'-4" 25 0.018 4'-5" 4'-5" 3'-11" 3'-9" 25 0.018 8'-1" T-8" T-4" 7'-4" FOR PANEUHEADER COMBINATIONS Table 4.9 0.024 9'-10" 9'-5" 9'-0" 9'-0" 0.024 8'2" T-9" T-4" T-4" 0.024 T 4" 6'-11" 6'-6" 6'-6" 0.024 9'-8" 9'-3" 8'-10" 8'-10" Panel #of#10 screws PER FOOT to attach panel to header 0.032 1V-11" 11'-5" 10'-11" 10'-11" 0.032 12'-0' 11'-5" 10'-11" 10'-11" 0.032 9'-11" 9'-5" 8'-11" 8'-11" 0.032 11'-7" 11'-l" 10'-8" 10'-8" Headers Gauge1 I 2 I 3 2 I 3 I 4 2 I 3 I 4 I 5 0.036 13'-O" 12'-5" 11'-10" 11'-10" 0,036 13'-6" 12'-19' 12'-4" 12'-4" 0.036 9-11" 9'-5" 9'-0" 9'-0" 0.036 12'-7" 12'-0" 11'-6" 1 V-6" (in) 90 mph Exp B 90 mph Exp C 110 mph Exp C 30 0.018 T-8" 7'-4" T-0" T-0" 30 0,018 3'-10" 3'-7" 3'�" T-2" 30 0.018 4'-2" T-11" 3'-9" T-6" 30 0.018 T-8" T-4" T-1" T-1" Dble 2x6.625 0.018 3' 6' MAX 4' MAX MAX 3' 4' MAX MAX 0.024 9'-5" 9'-0" 8'-8" 8'-8" 0.024 T 9" T 4" 6'-11" 6'-11" 0.024 6'-11" 6'-6" 6'-2" 6'-2" a.oza 9'-3" 8'-10" 8'-6" 8'fi" RF Fascia 0.018 3' MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.032 11'-5" 10,-11" 10'-6" 10'-6" 0,032 11'_5" 10'-11" 10'-5" 10'-5" 0.032 9'-5" 8'-11" 8'-6" 8'-6" 0,032 11'-1" 10'-8" 10'-3" 10'-3" 3x8 0.018 3' 6' MAX 4' MAX MAX 3' 4' MAX MAX 0.036 12'-5" 11'-10" 11'-5" 11'-5" 0,036 12'-10" 12'-4" 1V-9" 11'-9" 0.036 9'-5" 9'-0" 8'-7" 8'-7" 0.036 12'-0" 11'-6" 11'-1" 11'-1" All Others 0.018 3' 6' MAX 4' MAX MAX 3' 4' MAX MAX 40 0.018 6'-9" 6'-9" 6'-6" 6'-3" 40 0,018 T-2" T-2" 2'-10" 2'-8" 40 0.018 T-6' 3'-6" 3'-3" T-l" 40 0.018 6'-10" 6'-10" 6'-7" 6'-5" Dble 2x6.625 0.024 4' 8' 12' 6' 9' MAX 4' 6' MAX MAX 0,024 8'-4" 8'-4" 8'-1" T-10" 0,024 6'-7" 6'-7" 6'-3" 6'-0" 0,024 5'-11" 5'-11" 5'-7" 5'-4" 0.024 8'-2" 8'-2" T-f 1" T-8" RF Fascia 0.024 4' MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.032 10'-2" 10'-2" 9'-10" 9'-6" 0,032 10'-0" 10'-0" 9'-8" 9'-4" 0.032 8'-2" 8'-2" T-10" T-6" 0.032 9'-10" T-10" 9'-6" 9'-3" 3x8 0.024 4' 8' 12' 6 9' MAX 4' 6' MAX MAX 0.036 11'-0" 11'-0" 10'-8" 1014" 0036 1V4' 1V-4" 19-11" 1U-8" 0.036 8'-2" 8'-2" T-11" T-7" 0A36 10'-8" 10'-8" 10'4" 10'-0" All Others 0.024 4' 8' 12' 6' 9' MAX 4' 6' MAX MAX 60 0.018 5'-5" 5'-5" 5'-5" 5'-5" 60 0.018 2'-4" 2'-3" 2'-1" 2'-0" 60 0.018 2'-10" 2'-10" 2'-7" 2'-4" 60 0.018 5'-7" 5'-7" 5'-7" 5'-7" Dble 2x6.625 0.032 5' 10' MAX 7' 11, MAX 5' 7' 10' MAX 0.024 6'-10" 6'-10" 6' 6'-10" 0.024 4'-11" 4'-11" 4'-7" 4'-6" 0.024 4'-5" 4'-5" 4'-1" 4'-0" 0.024 6'-8" 6'-8" 6'-8" 6'-8" RF Fascia 0.032 5' MAX MAX MAX MAX MAX 5' MAX MAX MAX 0.032 8'-3" 8'-3" 8'-3" 8'-3" 0,032 8'0" 8'-0" 8'-0" 8'-0" 0.032 6'-4" 6'-4" 6'-4" 6'-4" 0,032 8'-1" 8'-1" 8'-1 1" 8'- " 3x8 0.032 5' 11. MAX 8' 12' MAX 5' 8' 10' MAX 0.036 9'-0" 9'-0" 9'0" 9'-0" 0.036 9'-1" 9'-1" 9'-1" 9'-1" 6.036 6'-5" 6'-5" 6'-5" 6'-5" 0.036 8'-9" 8'-9" 8'-9" 8'-9" All Others 0.032 5' 11' MAX 8' 12' MAX 5' 8' 10' MAX TAJRL-4--% TABLE 4.2 TABLE 4.3 TABLE 4.4 Dble 2x6.625 0.036 5' 10' MAX 7' 11' 15' 5' 7' 10' 12' SINGLE SPAN TABLE NOTE:PANELS MAY OVERHANG 25%OF THEIR CLEARSPAN RF Fascia 0.036 6' MAX MAX MAX MAX MAX 5' MAX MAX MAX �2.5"x6"Super Six Sin le Span)Detail N3, 3.5"x12"Super 12(Single Span)Detail D 2.5"x 12"Mark X Sin le Span Detail B 2"x6"Flat Panel(Sin le Span)Detail N2,C 3x8 0.036 6' 12' MAX 9' IS MAX 6' 9' 12' MAX Ground P n Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure All Others 0.036 6' 12' MAX 9' 13' MAX 6' 9' 12' MAX Snow Load au posure B I xposure Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C (Pail �in) 85 90 85 �90 (psf) (in) 85 90 85 90 (psf) (in) 85 1 90 85 90 (psf) (in) 85 1 90 85 90 'MAX'means the maximum possible tributary width 0 0.018 11'-0" 11'-0" 8'-10" 8'-2" 10 0.018 5'-11" 5'-11" 4'-1" T-10" 10 0.018 7'-7" T-7" 6'-11" 6'-10" 10 0.018 8'-6" 8'-6" T-8" T-8" Minimum number of screws is on per panel LIVE 0.024 13'-7" 13'-7" 12'-9" 12'-0" LIVE 0.024 12'-9" 12'-9" 11'11" 11'-3" LIVE 0A24 11'-3" 11'3" 10'-6" 9'-0" LIVE 0.024 11'-11" 11'-11" 11'-2" 10'-7" MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#14 SCREWS 0�0�32 16'-1" 16'-1" 15' 1" �4- 0.032 15'-0' 1!-0" 14'-1" 13'-3" 0.032 12'-11' 12'-11" 12'-5" 1V-11" 0.032 13'-10" 13'-10" 13'-2" 12'-5" FOR PANEL/HEADER COMBINATIONS Table 4.10 0.036 17'-2" 17'-2" 16'-1" 15'-3" 0.036 16'-0" 16'-0" 15'-0" 14'-2" 0.036 13'-5" 13'-5" 12'-11" _12'-5" 0.036 14'4" 14'A" 13'-9" 13'-3" Panel #of#14 screws PER FOOT to attach panel to header 20 0.018 8'-6" 8'-6" T-10" T-10" 20 0.018 4'-l" S-10" 3'-4" T-2" 20 0,018 6'-7" 6'-7" 6'-1" 6'-l" 20 0.018 7'-4" TA" 6'-10" 6'-10" Headers Gauge1 2 , 3 1 I 2 4 3 1 4 2 � 3 I 4 LIVE 0.024 1 V-5" 1 V-5" 1 V-11" 10'-0" LIVE 0.024 10'-B" 10'-8" 9'-l" 9'-1" LIVE 0.024 8'-7" 8'-7" 8'-0" 8'-0" LIVE 0.024 9'-2" 9'-2" 6'-6" 8'-6" (in) 90 mph Exp B 90 mph Exp C 110 mph Exp C 0.032 13'-7" 13'-7" 13'-0" 12'-5" 0,032 12'-7" 12'-7" 12'-0" 11'-6" 0.032 11'-6" 1V-6" 1T-1" 10'-8" 0,032 11'-10" 11'-10" 11'-3" 10'-10" Dble 2x6.625 0.018 4' 8' MAX 3' 5' MAX 2' 4' 5' MAX 0.036 14'-6" 14'-6" 13'-10" IT-3" 0.036 13'-6" 13'-6" 12'-11" 12'-4" 0.036 12'-0" 12'-0" 1 T-5" 11'-0" 0.036 12'-7" 12'-7" 12'-0" 11'-6" RF Fascia 0.018 4' MAX MAX 3' MAX MAX 2' MAX MAX MAX 25 0.018 8'-6" 8'-6" 7'-10" 7'-7" 25 0.018 T-10" T-10" 3'-4" 3'-2" 25 0.018 6'-7" 6'-7" 6'-1" 5'-11" 25 0.018 T-4" T-4" 6'-10" 6'-7" 3x8 0.018 4' 8' MAX 3' 5' MAX 2' 4' 5' MAX 0,024 1V-5" 10'-11" 10--6" 10'-6" 0.024 10'-8" 9'-9" 9'-l" 8'-6" 0.024 8'-7" 8'-7" 8'-0" 7'-9" 0.024 9'-2" 9'-2" B'-6" 8'-3" All Others 0.018 4' 8' MAX 3' 5' MAX 2' 4' 5' MAX 0.032 13'-7" 13'-0" 12'-5" 12'-5" 0,032 12'-7" 12'-0" 1V-6" 11'-6" 0.032 11'-6" 11'-.V 10'-8" 10'-8" 0,032 11'-10" 1l'-3" 10'-10" 10'-10" Dole2x6.625 0.024 5' 10' MAX 4' 7' MAX 2' 5' MAX MAX 9,036 14'-6" 13'-10" 13'-3" 13'-3" 0.036 13'-6" 12'-11" 12'-4" 12'-4" 0,036 12'-0" 11'-5" 1T-O" 1T-O" 0.036 12'-7" 12'-0" 11'-6" 11'-6" RF Fascia 0.024 5' MAX MAX 4' MAX MAX 2' MAX MAX MAX 30 0.018 8'-2" T-10" T-7" 7'-4" 30 0.018 3'-7" T-4" T-2" 2'-10" 30 0.018 6'-4" 6'-1" 5'-11" 5'-8" 30 0.018 T-1" 6'-10" 6'-7" 6'-5" 3x8 0.024 5' 10' MAX 4' 7' MAX 2' 5' MAX MAX 0.024 10'-11" 10'-6" 9'S" 9'-1" 0.024 9'-5" 9'-1" 8'-6" 7'-11" 0.024 B'3" 8'-0" 7'-9" 7'-6" 0.024 8'-10" 8'fi" 8'-3" 8'-0" All Others 0.024 5' 10' MAX 4' 7' MAX 2' 5' MAX MAX 0.032 13'-0" 12'-5" 11'-111, 11'-11" 0.032 12'-0'. 1 V-6" 11'-1" 11'-1" 0.032 11'-1" 1 U-8" 9'-7" 9'-3" 0,032 11'-3" 10'-10" 10'-5" 10'-5" Dble 2x6.625 0.032 7' 14' MAX 5' 10' MAX 3' 6' 10' MAX 0.036 13'-10" 13'-3" 12'-9" 12'-9" 0,036 12'-1 V 12'-4" 11'-10" 11'-10" 0.036 11'-5" 1 V-0" 10'-7" 10'-7" 0.036 12'-0" 11'-6" 11'-1" 11'-1" RF Fascia 0.032 7' MAX MAX 5' MAX MAX 3' MAX MAX MAX 40 0.018 T 4" 7'-4" 6'-11" 6'-9" 40 0.016 T-2" T-O" 2'-8" 2'-6" 40 0.018 5'-8" 5'8" 5'-5" 5'-3" 40 0.018 6'-5" 6'-5" 6'-0" 5'-10" 3x8 0.032 7' 14' MAX 5' 10' MAX 3' 6' 10' MAX 0.024 9'-1" 9'-1" 8'-7" 8'-4" 0.024 7'•11" T-11" 7'-1" 6'-8" W24 7'6" 7'6 T-1" 6'10" 0.024 8'-0" 8'-0" T-6" T 4" All Others 0.032 T 14' MAX 5' 10' MAX 3' 6' 10, MAX 0.032 11'-6" 1 V-6" 11'-2" 10'-10" 0.032 10'-8" 10'-8" 9'-5" 9'-2" 0.032 9'-3" 9'-3" 8'-9" 8'-6" 0.032 9'-5" 9'-5" 8'-10" 8'-7" Dble 2x6.625 0.036 7' 14' MAX 5' 10' 15' 3' 6' 10' MAX 0.036 12'-4" 12'-4" 1V-11" 11`-T' 0.036 11'-5" 11'-5" 11'-1" 10'-9" 0.036 9'6" 9'-6" 9'-0" 8'-9" 0.036 10'-8" 10'-8" 9'-5" 9`-2" RF Fascia 0.036 T MAX MAX 5' MAX MAX 4' MAX MAX MAX 60 0,018 6'-5" 6'-5" 6'-2" 6'-0" 60 0.018 2'-5" 2'-4" 2'-2" 2'-1" 60 0.018 4'-10" 4'-8" 4'-4" 4'-2" 60 0.018 5'7" 5'-7" 5'4' 5'-3" 3x8 0.036 8' MAX MAX 5' 11' MAX 4' 7' 11' MAX 0.024 T-11" T-11" T-7" T-5" 0.024 6-1" 6'-1" 5'-6" 5'-4" 0.024 6'-6" 6'-6" 6'-3" 6'-l" 0.024 T-0" T-0" 6'-8" 6'-6" All Others 0.036 8' MAX MAX 5' 11' MAX 4' 7' 11' MAX 0.032 9'-5" 9'-5" 9'-0" 8'-10" 0.032 8'-9" 8'-9" 8'-4" 8'-2" 0.032 8'-1" 8'-l" T-9" 7'-7" 0.032 8'-2" 8'-2" T-10" T-8" 0.036 10'-l" 10'-1" 10'-1" 9'-6" 0.036 9'-5" 9'-5" 9'-0" 8'-9" 0,036 8'-4" 8'-4" 8'-0" T-10" 0.036 8'-9" 8'-9" 8'-5" 8'-2" L TABLE 4.6 E 4.7 TABLE 4.8 SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES FOR HIGH WINDS Ss►a�v Q4� 2.5"x6"Super Six Multis an Detail-N3,A 3.5"x12"Su er 12(Multispan)Detail D 2.5"x 12"Mark X(Multispan)Detail B 2"x6"Flat Panel(Multispan)Detail N2,C Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Amerimax Building P od is �! Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C 5208 Tennyson Par ay 6 139 (psf) (in) 110 100 105 110 (psf) (in) 110 100 105 110 s in) 110 100 105 110 s in 110 100 105 110 Plano,Texas 75024 j 10 0.018 8'-6" 8'4' 7'-8" 1 T-8" 10 0.018 5'-3" T-10" 3'-7" T 4" 10 0,018 T-5" 4'-2" T-11" Y-9" 10 0.018 8'-6" 9-1" 7'-8" 7'-8" * fi/Of 013 LIVE 0.024 10'-5" 9'-10" 9'-5" 9'-5" LIVE 0.024 V-9" 8'-2" T-9" 7'-9" LIVE 0.024 7'-10" 7'4" 6-11" V-11" LIVE 0.024 VY-2" 9-8" 9'-3" 9'-3" Carl Putnam,P.E. 0,032 12'-7" 11'-11" 11'-5" 11'-5" 0.032 12'-8" 12'-0" 11'-5" 11'-5" 0.032 10'-7- V-11" 9'-5" 9'-5" 0.032 12'-3" 11'-7" 1 V-1" 11'-1" 3441 Ivylink Place ` 0.036 1T-8" 13'-0" 12'-5" 12'-5" 0.036 14'-2" 13'-6" 12'-10" 12'-10" 0.036 10'-7" 9'-11" 9'-5" 9'-5" 0,036 13'-3" 12'-7" IT-W 12'4' Lynchburg,VA 245 F VIL ��\P 20 0.018 7'4' 7'-O" 6'-9" 6'-9" 20 0.018 T-4" 3'-2" T-0" 2'-10" 20 0.018 T-9" 3'-6" 3'-4" 3'-3" 20 0.018 7'-4" T-1" 6'-10" 6'-10" (434)384-2514 OFCALI � LIVE 0.024 9'-0" 8'-8" 8'-4" V-4" LIVE 0.024 T-4" 6'-11" 6'-7" 6'-7" LIVE 0.024 6'-B" 6'-2" 5'-11" T-11" LIVE 0.024 8'-10" 8'-6" 8'-2" 8'-2" carlautnamAcomcast.net 0.032 10'-11" 10'-6" 10'-2" 10'-2" 0.032 IU-11" 10'-5" 10'4' 10'-0" 0,032 V-11" 8'-6" 8'-2" 8'-2" 0.032 10'-8" 10'-3" 9-19" 9'-10" OCT 20 2011 0.036 11'-10" 1T-5" IV-0" 1T-W 0.036 12'-4" 1V-9" 1V-4" 1T-4" 0.036 9'-0" 8'-7" 8'-2" 8'-2" 0.036 1T-6" 1T-1" 10'-8" 10'4' MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#10 SCREWS 25 0.018 T-4" 7'-0" 6'-9" 6'-6" 25 0.018 3'-4" 3'-0" 2'-10" 2'-8" 25 0.018 3'-9" 3'4" 3'-3" 3'-1" 25 0.018 7'-4" 7'-1" 6-10" 6'-7" FOR PANEL/HEADER COMBINATIONS Table 4.9 0.024 9'-0" 8'-8" 8'-4" 8'-1" 0.024 7'-4" 6-11" V-7" 6'-3" 0.024 6'-6" 6'-2" 5'-11" 5'-7" 0.024 8'-10" 8'-6" 8'-2" 7'-11" Panel #of#10 screws PER FOOT to attach panel to header 0.032 10'-11" 10'-6" 10'-2" 9'-10" 0.032 10'-11" 10'-5" 10'-0" 9'-8" 0.032 8'-11" 6-6" 8'-2" 7'-10" 0.032 10'-8" 10'-3" V-10" 9-6" Headers Gauge 1 I 2 I 3 2 I 3 I 4 2 I 3 I 4 I 5 0.036 11'-10" 11'-5" 11'-0" 10'-8" 0.036 12'-4" 1 V-9" 1 T-4" 10'-11" 0.036 9'-0" 8'-7" 8'-2" 7'-11" 0.036 1 V-6" 11'-1" 10'-8" 10'-4" in 90 mph Ex B 90 m In Ex C 110 m h Exp C 30 0.018 6'-9" 6'-6" 6'-6" 6-3" 30 0.018 T-0" 2'-10" 2'-8" 2'-7" 30 0.018 3'4" T-3" 3'-1" 2'-11" 30 0.018 6'-10" 6'-T' 6-7" 6-5" Dble 2x6.625 0.018 3' 6' MAX 4' MAX MAX 3' 4' MAX MAX 0.024 8'-4" 8'-1" 8'-1" 7'-10" 0.024 6'-7" 6'-3" 6'-3" 6'-0" 0.024 5'-11" 5'-7" 5'-7" 5'-4" 0.024 8'4' 7'-11" T-11" T-8" RF Fascia 0.018 3' MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.032 10'-2" 9-10" 9'-10" 9'-6" 0.032 10'-0" 9'-8" 9'-8" 9'4" 0.032 8'-2" 7'-10" 7'-10" 7'-6" 0.032 9'-10" 9'-6" 9'-6" 9-3" 3x8 0.018 3' 6' MAX 4' MAX MAX 3' 4' MAX MAX 0.036 11'-0" 10'-8" 10'-8" 10'-4" 0.036 11'-4" 10'-11" 10'-11" IV-6" 0.036 8'-2" 7'-11" T-11" T-T' 0.036 10'-8" 10'-4" 10'-4" 10'-0" All Others 0.018 3' 6' MAX 4' MAX MAX 3' 4' MAX MAX 40 0.018 6'-3" 6-1" V-11" 5'-11" 40 0.018 2'-8" 2'-7" 2'-1" 2'4" 40 0.018 T-1" 2'-11" 2'-1W 2.9 40 0.018 6'-5" 6'-2" 6'-0" 64' Dble 2x6.625 0,024 4' 8' 12' 6' 9' MAX 4' 6' MAX MAX 0.024 T-10" 7'-7" 7'4" T-4" 0.024 6'-0" 5'-9" 5'-6" 5'-6" 0,024 5'-4" 4'-7" 4'-5" 4'4" 0.024 7'-8" T-5" T-2" T-2" RF Fascia 0.024 4' MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.032 g'-6" 9'-3" 8'-11" 8'-11" 0.032 9'-4" 9'-0" 8'-9" 8'-9" 0.032 7'-6" 7'-3" T-0" T-O" 0.032 9'-3" 8'-11" 8'-8" 8'4' 3x8 0.024 4' 8' 12' 6' 9' MAX 4' 6' MAX MAX 0.036 19-4" 10'-0" 9'-9" 9'-9" 0.036 10'-6" 10'-2" 9'-10" 9'-10" 0.036 7'-7" 7'4' T-1" T-1" 0.036 10'-0" 9'-8" 9'-5" 9'S" All Others 0.024 4' 8' 12' 6' 9' MAX 4' 6' MAX MAX 60 0.018 5'-5" 5'-3" 5'-2" 4'-9" 60 0.018 1'-11" 0'-0" 0'-0" 0'-0" 60 0.018 2'-3" 0'-0" V-0" 0'-0" 60 0.018 5-7" 5'-5" 5'4' 5'-3" Dble 2x6.625 0.032 5' 10' MAX 7' 11' MAX 5' 7' 10' MAX 0.024 6-10" 6'-8" 6'-6" 64" 0.024 4'-6" 4'-4" 4'-2" 4'-1" 0.024 4'-0" T-10" 3'4' 3'-8" 0.024 6'-8" 6'-6" 64" 6'-3" RF Fascia 0.032 5' MAX MAX MAX MAX MAX 5' MAX MAX MAX 0,032 8'-3" 8'-1" T-11" 7'-9" 0.032 V-0" T-9" T-T' 7'-5" 0.032 6'-4" 6'-1" 5'-11" 5'-9" 0.032 8'-1" T-10" 7'-8" 7'-6" 3x8 0.032 5' 11' MAX 8' 12' MAX 5' 8' 1U MAX 0.036 .9'-0" 8'-10" 8'-7" 8'-5" 0.036 9'-1" 8'-10" 8'-7" 8'-5" 0.036 6-5" 6'-3" 6'-1" 5'-11" 0.036 8'-9" V-6" 8'-4" 8'-2" All Others 0.032 5' 11' MAX 8' 12' MAX 5' 8' 10' MAX TABLE 4.11 TABLE 4.12 TABLE 4.13 TABLE 4.14 Dble 2x6.625 0.036 5' 10' MAX 7' 11' 15' 5' 7' 10' 12' SINGLE SPAN TABLES NOTE:PANELS MAY OVERHANG 25%OF THEIR CLEARSPAN RF Fascia 0.036 6' MAX MAX MAX MAX MAX 5' MAX MAX MAX 2.5"x6"Super Six(Single Span)Detail N3,A 3.5"x12"Super 12 Sin le Span)Detail D 2.5"x 12"Mark X(Single Span)Detail B 2"x6"Flat Panel(Single Span)Detail N2,C 3x8 0.036 6' 12' MAX 9' 13' MAX 6' 9' 12' MAX Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure All Othersi 0.036 6' 12' MAX 9' 13' MAX 6' 9' 12' MAX Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C (psf) (in) 110 1 100 105 110 (Ps (in) 110 1 100 105 110 (psf) in 110 1 100 105 110 (psf) (in) 110 100 105 110 'MAX'means the maximum possible tributary width 10 0.018 T-11" 7'-4" T-0" 6'-8" 10 0.018 2'-5" 2'-1" V-10" 1'-8" 10 0.018 6'-7" V-2" 5'-10" 5'-7" 10 0.018 T-4" T-1" 6-10" 7'-8" Minimum number of screws is on per panel LIVE 0.0244.r11'-11" 11--1" 10'-6" 8'-2" LIVE 0.024 1V-1" 8'-5" 8'-0" 7W" LIVE 0.024 8'-7" 8'-1" T-8" T-4" LIVE 0.024 10'-7" 8'-10" 8'-4" 10'-7" MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#14 SCREWS 0.032 14'-3" 13'-6" 12'-10" 12'-3" 0.032 13'4' 12'-7" 12'-0" 12'-0" 0.032 1T-11" 11'-6" 11'-1" 11'-1" 0.032 12'-5" 1V-10" 11'-3" 12'-5" FOR PANELIHEADER COMBINATIONS Table4.10 0.036 15'-3" 14'-0" 13'-10" 13'-4" 0.036 14'-2" 13'-6" 12'-11" 12-11" 0.036 12'-5" 12'-0" 1 V-5" 11'-0" 0.036 13'-3" 12'-7" 12'-0" 13'-W Panel #of#14 screws PER FOOT to attach panel to header 20 0.018 T-7" T-4" 7'-0" 6'-8" 20 0.018 2'-5" 2'-1" V-10" V-8" 20 0.018 5'-11" 5'4' 5'-6" 5'-5" 20 0.018 6'-7" 6'-5" 6'-2" 6'-10" Headers Gauge 1 2 I 1 I 2 I 3 1 I 2 j 3 I 4 LIVE 0.024 10'-6" 9-1" 8'-10" 8'-2" LIVE 0.024 8'-0" 7'-11" 7'-6" 7'-1" LIVE 0.024 T-9" 7'-6" 7'-3" T-1" LIVE 0.024 8'-3" 8'-0" 7'-9" 8'-6" (in) 90 mph Exp B 90 mph Exp C 110 m h Exp C 0,032 12'-5" 1V-11" 1T-6" 1V-6" 0.032 1T-6" 1V-1" 10'-8" 10'-8" 0.032 10'-8" 9'-3" 9'-O" 8'-9" D.032 19-10" 10'-5" 9'-1" 10'-10" Dble 2x6.625 0.018 4' 8' MAX 3' 5' MAX 2' 4' 5' MAX 0.036 13'-3" 12'-9" 12'4" 12'4" 0.036 12'-4" 11'-10" 11'-5" 11'-5" 0.036 11'-0" 10'-7" 9-3" 9'4" 0.036 1 V-6" 11'-1" 10'-8" 1 V-6" RF Fascia 0.018 4' MAX MAX 3' MAX MAX 2' MAX MAX MAX 25 0.018 7'-7" T-1" 6-11" 6'-8" 25 0.018 2'-5" 2'-1" T-10" V-8" 25 0.018 5'-11" 5'-6" V-5" 5'-3" 25 0.018 6'-7" 6-2" 6'-0" 6'-7" 3x8 0.018 4' 8' MAX 3' 5' MAX 2' 4' 5' MAX 0.024 10'-6" V-10" 8'-7" 8'-2" 0.024 8'-6" T-6" 7'-1" 6'-S" 0.024 7'-9" T-3" 7'-1" 6'-10" 0.024 8'-3" 7'-W T-6" 8'-3" All Others 0.018 4' 8' MAX 3' 5' MAX 2' 4' 5' MAX 0.032 12'-5" 11'-11" 1T-6" 11'-2" 0.032 1V-6" 1V-1" 10'$" 9'-2" 0.032 10'-8" 9'-0" 8'-9" 8'-6" 0.032 10'-10" 10'-5" 8'-10" 19-10" Dble 2x6.625 0.024 5' 10' MAX 4' 7' MAX 2' 5' MAX MAX 0.036 13'-3" 12'-9" 12'4" 11'-11" 0.036 12'-4" 11'-10" 11'-5" 11'-1" 0.036 1 V-0" 10'-7" 9'-0" 8'-9" 0.036 11'-6" 1 V-1" 10'-8" 11'-6" RF Fascia 0.024 5' MAX MAX 4' MAX MAX 2' MAX MAX MAX 30 0.018 7'-1" 6-11" 6'-9" 6'-7" 30 0.018 2'-5" 2'-1" 1'-10" 1'8" 30 0.018 5'-6" 5'-5" 5'-3" 4'-6" 30 0,018 6'-2" 6'-O" 5'-10" 6'-5" 3x8 0.024 5' 10' MAX 4' 7' MAX 2' 5' MAX MAX 0.024 8'-10" 8'-7" 8'-4" 8'-2" 0.024 7'-6" 7'-1" fi'-8" 6'4" 0.024 7'-3" 7'-1" IT 10' 6'-8" 0.024 T-9" T-6" 7'4' 8'-0" All Others 0.024 5' 10' MAX 4' 7' MAX 2' 5' MAX MAX 0.032 11'-6" 1 V-2" 11'-2" 10'-10" 0.032 10'-8" 9'-5" 9'-2" 9'-0" 0.032 9'-0" 8'-9" 8'-6" 8'-3" 0.032 9'-1" 8'-10" 8'-7" 10'-5" Dble 2x6.625 0.032 7' 14' MAX 5' 10' MAX 3' 6' 10' MAX 0.036 12'-4" 11'-11" 11'-11" 11'-7" 0.036 11'-5" 11'-1" 11'-1" 10'-9" 0.036 9'-3" 9'-W 8'-9" 8'-6" 0.036 1V-8" 9'-5" 9'-2" 11'-1" RF Fascia 0.032 7' MAX MAX 5' MAX MAX 3' MAX MAX MAX 40 0.018 fi'9" 6'-7" 6'-5" 6'-3" 40 0.018 2'-5" T-1" V-10" 1'-8" 40 0.018 5'-3" 4'-6" 4'-4" 4'-2" 40 0.018 5'-10" 5'-9" 5'-7" V-10" 3x8 0.032 7' 14' MAX 5' 10' MAX 3' 6' 10' MAX 0.024 8'-4" 8'-2" 7'-11" 7'9" 0.024 6'-8" 6'4" 6'-1" 5'-9" 0.024 6'-10" 6'-8" 6'-6" 6'-5" 0.024 V-4" 7'2" 7'-0" 7'-0" All Others 0.032 7' 14' MAX 5' 10' MAX 3' 6' 10' MAX 0.032 10'-10.. 10'-6" 9'-5" 9-3" 0.032 9'-2" 9'-0" 8'-9" 8'-7" 0.032 8'-6" 8'-3" 8'4' T-11" 0.032 8'-7" V-5" 8'-2" 8'-7" Oble 2x6,825 0.036 7 14' MAX 5' 10, 15' 3' 8' 1V MAX 0.036 11'-7" 1V-3" 10'-11" 10'-11" 0,036 10'4' 10'-5" 9'-5" 9-2" 0.036 8'-9" 8'-6" 8'-4" 8'-2" 0.036 9'-2" 9-0" 8'-9" 9'-2" RF Fascia 0.036 7' MAX MAX 5' MAX MAX 4' MAX MAX MAX 60 0.018 6'-0" 5'-11" 5'-9" 5'8" 60 0.018 2'-0" 0'-0" 0'-0" 0'-0" 60 0.018 4'-0" 0'-0" 0'-0" 0-0" 60 0.018 5'-3" 0'-0" 0'-0" 5'3" 3x8 0.036 8' MAX MAX 5` 11' MAX 4' 7' ti' MAX 0.024 7'-5" 7'-3" 7'-2" T-0" 0.024 5'-4" 0'4' 0'-0" 0'-0" 0.024 6'1" 6'-0" 5'-10" 5'-9" 0.024 6'6" 6'-5" 6'-03 6'-6" All Others 0.036 8' MAX MAX 5' 11' MAX 4' 7' 11' MAX 0.032 8'-10" 8'-8" 8'-6" 8'�" 0.032 8'-2" 8'-0" 7'-10" 7'-9" 0.032 T-7" 7'-5" T-3" T-2" 0.032 7'8" T-6" 7'-V" 7'-8" 0.036 9'6" 9'-3" 9'-1" 8'-11" 0.036 8'-9" 8'-7" 8'-5" 8'4' 0.036 T-10" 7'-8" T-W T4" 0.036 8'-2" 8'-1" 7'-11" 8'-2" TABLE 4.16 4.17 TABLE 4.18 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREA; 0.042"x3"x0"•Box•Beam-'Detail N30) Double 0.042"x3"x8"Beam Detail N25 Double 0.040"x2"x6,625"Beam Detail N26). 0.04Z`x3'XS"Box Beam Detail N30 Double 0.042"x3'x8"Beam Detail N25 Double 0.040"x2"xfi.625"Seam Detail N25 TABLE 5.1 Attached FLeestacni' Attached Freestanding or Atached Freestanding a TABLE 5.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or III,Cture ullis an Units Structure Mullis an Units Structure Mullis an Units Structure Mullis an Units Structure Mullis an Units Structure MUltis an Units GROUND TRIB 'POS POST MAX MAX POST LENGTH MAX MA%POSTLENGTH MAX MAXI POST GROUND TRIG POST POST MAX MAX POST LENGTH MAX MAX OST LENGTH MAX MAX LEN GTH SNOW WIDTH A PACT REQ'O POST MIN FooTER 8' I(v 12' POST MIN 1=.114 8' 10' 12- POST MIN FOOTER 8' 10- 11 12' SNOW WIDTH SPACIN REQ'D POST MIN FOOTE 8' 10' 12- POST MIN FOOTE 6' 10' 12' POST MIN FOOTE 8' 10' 12- LOAD (F7) .AN S FOR SPACIN POST s¢E CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS SPACING POST 517E CONSTRAINED FOOTE LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTS SPACIN POST s7ZE CONSTRAINED FOOTS IPSF1 IFi� 51A8 (FT1 TYPE 'tl' -d' 'd' 'd' (Fi) TYPE 'd 'd' 'd 'd' (FT) TYPE "d" 'd' V 'd' (PSF) (FT) SLAB (FT) TYPE "d 'd' 'd 'd (FT) TYPE 'd' 'd' 'd' 'd' (FT) TYPE "d" "d 'd^ 'd' (in) (nl (M (In7 (in) 111 (tn) (in) (in) In) In (in (in) (in) (in) (in) in) (n) (in) tin) In in in in) 90 MPH EXP RE B 90 MPH EXPOSURE 8 10 3 22'$" A 9--1" A 18 23 25 26 15'-10" B 21 26 28 29 14'-3" B 21 25 26 28 30 3 9'-6" A 61-5' A 18 22 23 24 12'-2" C 20 25 26 28 11'-0" B 19 23 25 26 LIVE 3.5 19'-5" A 8'-2' A 1s 23 24 25 14'-T' B 22 26 27 29 13A' B 21 24 26 27 3.5 8'-2" A 5'-9" A 16 21 23 24 11'-1" C 20 24 26 27 10'-1" C 19 23 24 25 LOAD 4 1T-0' A 7'-S" A 1s 22 24 25 1314i" B 22 25 27 28 12'-2" B 22 24 25 27 4 71-1" A V-2" A 16 21 22 23 10'-Y C 20 24 25 27 9'-4" C 20 23 24 25 ONLY 4.5 15'-1' A 6'-V A 18 22 23 25 12'-7" C 23 25 27 28 11'd" B 22 24 25 25 4.5 T4" A 4'-B" A 16 20 22 23 7.6" C 21 23 25 26 8'-8" C 20 22 24 25 5 13'-7" A 6-3" A 19 22 23 24 11'-10, C 23 25 26 28 101-7' B 22 23 25 26 5 514" A 4'-3" A 16 20 21 23 8'-ID' C 21 23 25 26 8'-2" C 20 22 23 25 5 5 174' A 5-10" A 19 21 23 24 11,3" C 23 24 26 27 101•2• B 23 23 25 26 5 5 ".. A 4'-0" A 17 20 21 22 8'-4" C 21 23 24 26 T$" C 21 22 23 24 6 11.4' A 5'-5' A 19 21 22 24 10'-0" C 24 24 26 27 91-8' C 23 23 24 26 6 4'A" A 3'A" A 17 19 21 22 T-10" C 21 23 24 E5 T•3" C 21 21 23 24 65 10'-5" A 5'-1' A 19 21 22 23 104" C 24 24 25 27 9'-3" C 23 23 24 25 6.5 4'-4" A 3'-5" A 17 19 21 22 T-5" C 22 22 24 25 6'-11" C 21 21 23 24 7 9'-8' A 4'-10" A 19 20 22 23 91-8" C 24 24 25 26 8'-10" C 23 23 24 25 7 4'-1" A 3'-3" A 17 19 20 22 T-1" C 22 22 23 25 6'-T' C 21 21 22 24 7.5 9'-1" A 4•-6" A 19 20 22 23 7.3" C 24 24 25 25 8'-8' C 24 24 24 25 7.5 3'-9' A 3'-0" A 17 19 20 21 6'-9" C 22 22 23 25 6'-3" C 21 21 22 23 8 8'-6' A 4.4- A 19 20 21 23 8'-10, C 24 24 25 26 8'-2' C 24 24 24 25 8 X-6' A 2'•10" A 17 19 20 21 6'-51• C 22 22 23 24 6'-0'• C 22 22 22 23 85 81-01 A 4'.1' A 19 20 21 22 B'-0" C 25 25 25 26 T-10" C 24 24 24 25 9.5 Y 4' A 2'-6" A 17 16 20 21 1.,.. C 22 22 23 24 F-9" C 22 22 22 23 9 T-B- A T-11" A 19 20 21 22 1". C 25 25 25 26 7'•7" C 24 24 24 24 9 3'-2' A 2'-7" A 17 18 20 21 T-11" C 22 22 23 24 5'-T' C 22 22 22 23 9.5 7'-2" A 3'-9' A 19 19 21 22 7'41' C 25 25 25 25 7'4" C 24 24 24 24 9.5 3'-0" A 2'S' A 17 1l1 19 21 5'-e" C 22 22 22 24 S'•4" C 22 22 22 23 10 V-9" A 3'-T A 18 19 21 22 T4" C 25 25 25 25 7'-1" C 24 24 24 24 90 MPH EXPOSURE C or 105 MPH EXPOSURE B 11 V-2" A T-3' A 20 20 20 22 T•2" C 25 25 25 25 V-s" C 25 25 25 25 30 3 W-C. A V-9" A 17 23 25 26 11.4. C 21 26 28 30 10'-1" B 21 25 27 28 12 5'A" A 3'-0' A 20 20 20 21 6'-9" C 26 26 26 26 V4" C 25 25 25 25 3.5 8.4. A V-1" A 17 22 24 25 10'-1" C 22 26 28 29 7-3" C 21 25 26 28 __13_ 2" A 2-10" A 20 20 20 21 V-4- C 26 26 26 26 6'-0' C 25 25 25 25 4 T-1" A 4'-7" A 18 22 24 25 9'4' C 22 25 27 29 8'-8" C 22 24 26 27 90 MPH EXPOSURE C) or 105 MPH EXPOSURE B 4.5 6'4" A 4'-7 A 18 22 23 24 8'.7' C 23 25 27 28 7'-111' C 22 24 25 27 16 '-3" 22'-8" A 8'-1' A 19 25 26 26 14%6" B 23 28 30 31 13'-1" B 23 27 26 30 5 S'-8' A 3'-7' A 18 21 23 24 8'-0" C 23 25 26 28 T.5" C 22 24 25 26 LIVE 3.5 19'-5' A 7.3' A 20 24 26 27 134" C 24 28 29 31 12'-0" 0 23 26 28 29 55 5'-2' A Y-W A 18 21 22 24 7'-6" C 23 24 26 27 T-0" C 22 23 25 26 LOAD 4 1T-0" A 6.7' A 20 24 25 27 124" C 24 27 29 30 11'-2" B 24 26 27 29 6 4'-9" A T-3" A 18 21 22 23 T-1" C 23 24 26 27 6'-T C 23 23 24 26 ONLY 4.5 15'-1" A 6'-0' A 20 23 25 25 11•-6" C 25 27 28 30 1T-5" C 24 25 27 28 6S 4'4" A T cr A 18 20 22 23 6'•8" C 23 24 2$ 27 6'3•' C 23 23 24 26 5 13'-7" A 51-W A 20 23 24 26 t0.9" C 25 26 28 29 9'-10, C 24 25 27 28 7 4'-1. A 2Air' A 18 20 22 23 6'4" C 2a 24 25 26 5'•11" C 23 23 24 25 5.5 12'4" A 5'-2" A 20 23 24 25 10.21• C 25 26 28 29 9•-3" C 25 25 26 26 7S 3'-9" A 7-8" A 18 20 21 23 6%0" C 24 24 25 26 5'•e" C 23 23 24 25 6 11'4" A 4•.9' A 20 22 24 25 7.8" C 26 26 27 29 8'-10" C 25 25 26 27 8 3'1" A 247' A 18 20 21 23 51-9" C 24 24 25 26 ss" C 23 23 24 25 s.5 10'-5" A 4'-6• A 20 22 23 25 7.2" C 26 26 27 28 8'-5" C 25 25 26 27 8.5 3'4" A 74" A 18 20 21 22 V.6. C 24 24 24 26 5'.2" C 24 24 24 25 L 9'-8' A 4'-2" A 21 22 23 25 6'•7' C 26 26 27 28 S'-0' C 25 25 25 27 9 Y-2" A 7.7' A 18 19 21 22 5'-3" C 24 24 24 25 5'-0" C 24 24 24 25 7.5 9'-1" A 4'-0" A 21 21 23 24 a'4" C 26 26 26 28 T-6" c 26 26 26 27 9.5 3'-0" A 7•i" A 18 19 21 22 5'-0' C 24 24 24 25 4'-10" C 24 24 24 24 8 8'-8" A 3'-9• A 21 21 23 24 8'-0" C 27 27 27 28 T•5' C 26 26 26 26 90 MPH EXPOSURE C or 105 MPH EXPOSURE B 8.5 T-0' A 3'•T' A 21 21 22 24 7'-0" C 27 27 27 27 T•1' C 26 26 26 26 40 3 7'-2" A SA" A I6 22 24 25 101-T C 21 26 28 29 9'•2" C 20 25 26 28 9 Tfi" A 75" A 21 21 22 24 T4" C 27 27 27 27 8•40" C 26 26 26 26 3.5 6'-2' A 4'•6• A 17 22 23 25 9'-1" C 21 25 27 28 s-i. C 20 24 26 27 9.5 T-2" A Y-3' A 21 21 22 23 T-1" C 27 27 27 27 6'-Y' C 25 26 26 26 4 5•-5" A T-1 I" A 17 21 23 24 8'4" C 21 25 26 28 7'"8" C 21 24 25 27 10 6-91 A 7-1' A 21 21 22 23 V-10" C 27 27 27 27 8'-5" C 27 27 27 27 4.5 4'-9' A 3'-T A 17 21 22 24 T-8' C 22 24 26 27 T"2" C 21 23 25 26 11 6'-2• A 2'-10' A 21 21 22 23 6'-s' C 27 27 27 27 8'-0- C 27 27 27 27 5 4'4" A 3'3'• A 17 21 22 23 7'-2" C 22 24 26 27 8'"e'• C 21 23 25 26 12 5'-s" A 2'-T A 21 21 27 23 6'-0" C 28 26 28 28 5'1" C 27 27 27 27 5.5 3'-11, A 3'-0" A 17 20 22 23 6'"8" C 22 24 25 27 6'J" C 22 23 24 26 13 5'-2' A 2-5" A 21 21 21 22 5'-8" C 28 28 28 26 5'4" C 27 27 27 27 6 T-7" A 2'A" A 17 20 22 23 6'-3" C 22 23 25 26 V-11" C 22 22 24 25 90 MPH EXPOSURE B 6.5 3'4" A 2'-7' A 17 20 21 23 5'-11" C 22 23 25 26 51•7" C 22 22 24 25 20 3 11'-10' A 7'-0" A 16 22 23 25 17-0' B 20 25 27 28 11-9• B 19 24 25 27 7 3'4• A 2'-5" A 17 20 21 2 61.1 C 23 23 24 26 T-w' C 22 22 23 25 LIVE 3.5 10'2' A 6'-3" A 17 21 23 24 11'-10, C 20 25 26 28 10'-9" 8 20 23 25 26 7.5 2'-10" A 2'1" A 17 19 21 22 51-3" C 23 23 24 26 T-0" C 22 22 23 25 LOAD 4 8'-11' A 5'-8" A 17 21 22 24 10'-11" C 21 24 26 27 9'-11" C 20 23 24 25 8 2'-0' A 2'-1" A 17 19 21 22 5'-0" C 23 23 24 25 4'-1V C 22 22 23 24 ONLY 4.5 7`11' A V-2" A 17 21 22 23 10'-2" C 21 24 25 27 9'-0' C 21 23 24 25 8.5 2'-6" A 21-0" A 17 19 21 22 4'-9- C 23 23 24 25 4'-7" C 23 23 23 24 5 7-1" A 4'-9" A 17 20 22 23 7.6" C 21 24 25 26 8'-9- C 21 22 24 25 9 2'4' A 1'-11" A 17 19 20 22 4'-7" C 23 23 24 25 4'-" 3 2$ 24 55 6'-5" A 4'4" A 17 20 21 23 7-e" C 22 23 25 26 8'-3" C 21 22 23 25 90 MPH EXPOSURE B !` s 5-11" A 4'•1" A 17 20 21 22 B'-6" C 22 23 24 26 T-10" C 21 22 23 24 40 3 7-2' A 5'•T A 15 21 22 24 10'-10'• C 19 24 28 27 5.5 5'•5" A 3'-9" A 17 19 21 22 w4r, C 22 23 24 25 7'-5" C 22 22 23 24 3.5 S'-2" A 4'•11" A 15 20 22 23 9'-10" C 19 24 25 2 7 5'-1" A 3'-7" A 17 19 21 22 T-8" C 22 22 24 25 T-1" C 22 22 23 24 4 5•-5- A 4'-W A 15 20 21 23 9•-0" C 20 23 25 'PJ 7.5 4'-9" A 3'4" A 17 19 20 22 T-3" C 22 22 24 25 6'-9" C 22 22 23 24 45 4'-9" A 4'4" A 16 20 21 22 8.4' C 20 23 24 6 6 ry 9 8 4'"5" A T-2" A 17 19 20 21 T-0" C 23 23 23 25 V-6" C 22 22 22 24 5 4'4" A 3'4' A 16 19 21 22 71-9' C 20 23 24 25 V �%J� 8.5 4'-2" A 3'-0" A 17 19 20 21 a. " C 23 23 23 24 6'-3' C 22 22 22 23 5.5 3'-11' A 3'4' A is 19 20 22 T4" C 20 22 24 25 9 3.11 A 7-10" A 17 19 20 21 8•-5" C 23 23 23 24 6'-0" C 22 22 22 23 6 3'-7" A T-1" A 16 19 20 21 5'-10" C 20 22 23 •sl �� 09 9.5 T-9" A 2'-8" A is t8 20 21 6•-z' C 23 23 23 24 V-9• C 23 23 23 23 6.5 74" A 2--11" AR619 20 21 W4" C 21 22 23 a* '* 10 31-6" A 2'-7" A 18 18 20 21 5'-11" C 23 23 23 24 5'-7" C 23 23 23 23 7 7-1" A 2'-S' Aa 20 21 6'-2" C 21 21 23 11 3--2" A 2'4" A 18 18 19 21 S-6" C 23 23 23 24 5'-3' C 23 23 23 23 75 2'-10" A 2'8' A8 20 21 5'•10' C 21 21 23 24 ; VIL \�Q� 12 2'-11, A 2'•2" A 18 18 19 20 C 23 23 23 23 4A I" C 23 23 23 23 8 2'-B" A 2'•5" A8 19 21 5'-5' C 21 2t 22 4 k7or IF13 2'-8" A 2•-0" A 18 19 20 4'-10" C 24 24 24 24 4•-7' C 23 23 23 23 8.5 2'-6' A 2'•3" A6 19 20 5'-3' C 27 2t 22 239 24" A 2'-2" A8 19 20 5'-1' C 21 21 22 23 OCT 20 2011 ICC ESR 1398(2009 IBC)10/11/2011 Page 20 of 60 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS 0,042"x3'x8"Box Beam Detail N30 Double 0.042"x3"x8"Beam Detail N25) Double 0.040"x2"x6.625"Beam(Detail N25) 0.042"x3'xB"Box Beam Detail N30) Double 0.D42"x3"x8"Beam(Detail N25) Double(W40"x2"x6.625"Beam Detall N25 TABLE 5.1 Attached Freestanding or Attached Freastanding or Attached Freestanding or TABLE 5.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Milts pan Units Structure Mullis n Units Structure Muftis an Units Structure Multis an Units Structure Mullis an Units Structure Multis an Units GSNO WO WIDTH SPAC NG RO'0 POST MIN FOOTER 8AX P01U LENGTH 7 POT MIN FOOTER gAX POST LENGTH MAX POST MIN FOOTER BAl(POSaLENGT7 SNOW WIDIB POST POST MAX TH SPACN REO'D POST MIN FOOTS MAX POST OLENGTZ POST MIN FOOTS 6 MAX MAX POb POST POST MIN FOOTS 8PO5YO LENGT2 1 I LOAD (FT) ON SLAB FOR SPACN POST SIZE CONSTRAINEO FOOTS SPACIN POST SIZE CONSTRAINED FOOTS SPACING POST 312E CONSTRAINED FOOTE LOAD IFT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOT£R SPACIN POST SIZE CONSTRAINEOFOOTE SPACIN POST SIZE CONSTRAINED FOOTS (PSF) (F7) SLAB (FT) TYPE -d' "d" 'd- -d- (FT) TYPE "Ir -d' 'd' -d- (FT) TYPE 'd" 'd' -d' "d" (PSF) (FT) SLAB (FT) TYPE 'd- 'd' W 'd- (FT) TYPE 'd' 'd' "a' 'd' IFT) TYPE 'd- 'a' 'd" 'd' (in) (o) (in) {In) fN (in) (in) (in) (i"} (in) (in) (ln (in) Iln) n (in) in) (in) (in) (in) (in) (in) (in) {in) 90 MPH EXPOSURE C ar 105 MPH EXPOSURE B 90 MPH EXPOSURE B 20 3 11•-10" A 81S' A 16 24 25 26 IT-2" C 22 27 29 30 11'-0" B 21 26 27 29 60 3 4'.10" A 4•-1" A 14 20 21 22 1'-7" C 17 23 24 26 71-111, C 17 22 23 25 LNE 35 10'-2" A 51A" A 18 23 25 26 11'-1' C 23 26 29 30 10'-11 C 22 25 27 28 35 4'-2' A 3'.7" A 14 19 21 22 1.-9" C 18 22 24 25 T.2" C 17 21 23 24 LOAD 4 81AV A 51-2' A 18 23 24 25 10'-3• C 23 26 28 29 9'-4" C 22 25 26 28 4 3'-7' A 31-2" A 14 19 20 22 7'-1" C 13 22 23 25 8'-1' C 18 21 22 24 ONLY 45 7'-11" A V4r' A 18 22 24 25 9'4' C 23 26 27 29 8'-8" C 23 24 26 27 4 5 3'.2' A Z-11" A 14 19 20 21 6'-6" C 1B 22 23 24 8'-1" C 18 21 22 23 5 7'-1' A 4'-3' A 19 22 23 25 8'-10" C 24 25 27 28 e'-2" C 23 24 26 27 5 2'-11' A Z-7" A 14 18 20 21 6'-0" C 18 21 23 24 11" C 19 20 22 23 55 6'-5" A 4'-0" A 19 21 23 24 8'4" C 24 25 26 28 7'.8" C 23 24 25 27 5 5 2,". A Z.5" A 14 18 19 21 5'-7" C 19 21 22 24 8-3" C 18 20 22 23 6 F-11' A 31-8' A 19 21 23 24 T-10' C 24 25 26 28 T.3" C 23 23 25 26 6 2'-5' A 73" A 14 TS 19 2D 5'-3" C 19 21 22 23 5'-0^ r_ 18 20 21 23 6.5 5'-5' A 3'.5" A 19 21 22 24 7.5" C 24 24 26 27 6'-11" C 24 24 25 28 65 2'-2' A 2'1- A 14 16 19 20 4'-11" C 19 20 22 23 4'-B^ C 19 20 21 22 7 5'-11 A 3'1' A 19 21 22 23 T I" C 24 24 26 27 6'-T C 24 24 24 26 7 2'-1' A V-11" A 14 17 19 20 4'.7' C iB 20 22 23 4'.5^ C 19 14 27 22 7.5 4'-9' A 9'-0" A 19 20 22 23 5 s" C 25 25 25 27 fi'-3' C 24 24 24 26 75 1'-11' A 1'-10" A 14 17 19 20 4'4" C 19 20 21 23 4'.2' C 19 19 21 22 B 4'-5 A 7.10• A 19 20 22 23 U-5" C 25 25 25 26 6'-D' C 24 24 24 25 8 P-9- A 1'-8' A 14 17 18 20 4'-2" C 1B 20 21 22 4'-0• C 19 19 20 22 65 4.2' A 2'-0" A 19 20 21 23 6'-2" C 25 25 25 26 5'-9- C 24 24 24 25 8.5 1'-8' A 1'-7" A 14 17 18 20 T-11" C 19 20 21 22 3'-10" C 19 19 20 22 9 T-11" A 2'-7" A 19 20 21 23 5'-11" C 25 25 25 26 5'-T C 25 25 25 25 90 MPH EXPOSURE C ar 105 MPH EXPOSURE B 95 3'-9" A 2'-V A 19 20 21 22 V-8" C 25 25 25 26 5'4" C 25 25 25 25 60 3 4'-10' A 4'-1" A 15 22 23 24 B'-T C 2D 25 27 28 7'-11" C 18 24 25 27 10 V-61 A 2'4" A 19 19 21 22 5'-5" C 25 25 25 26 5'-2" C 25 25 25 25 3.5 4'-Y A T.7" A 16 21 23 24 71-9' C 2D 24 26 27 T-2" C 19 23 25 26 11 3'2" 1 A 1 2'-1" I A 1 19 1 19 1 21 1 22 11 5'4' 1 C 1 25 1 25 1 25 1 25 1 4'-10" 1 G 1 25 1 25 1 25 1 25 1 4 3'-T A 3'-2" A 16 21 22 23 7'-1' C 20 24 26 27 6-7' C 20 23 24 26 90 MPH EXPOSURE B 4.5 3'-T A 7.11" A 16 20 22 23 6'-6' 0 20 24 25 27 6-1" C 20 23 24 25 25 3 1114" A T-V A 16 22 23 25 13'-0' C 20 25 27 28 11'-9" B 19 24 25 27 5 7-11" A 7-T A 16 20 21 23 6'-0" D 21 23 25 26 V-B" C 20 22 24 25 3.5 9'-8' A I3'-3" A 17 21 23 24 111-10' C 20 25 26 25 10'-9" B 20 23 25 26 s 5 2'-7" A 7-5" A 16 20 21 22 5'-7' D 21 23 24 26 5-3'• C 20 22 23 25 4 8'-6" A 5'-B" A 17 21 22 24 10'-11' C 21 24 26 27 9'-11" C 20 23 24 26 8 2'-S" A 7.3" A 16 19 21 22 5•-3' D 21 23 24 25 5-0^ C 21 22 23 25 4.5 T-6" A 5--Z A 17 21 22 23 111 C 21 24 25 27 914' C 21 23 24 25 6 5 2'-2" A 7.1" A 16 19 21 22 4'-1 V D 21 22 24 25 4'-B" C 21 21 23 24 5 6'-T A V.lr A 17 20 22 23 !1 O 21 24 25 26 B'-9' C 21 22 24 25 7 2'.1^ A 1'41" A 1 1$ 1 14 1 20 1 22 11 4'-7' 1 D 211 22 1 24 1 25 11 4',S" I C 1 21 1 21 23 1 4 55 6'.2" A 4'-4" A 17 20 21 23 B'-0" C 22 23 25 26 8'-3" C 21 22 23 25 6 51-8" A 4'-1' A 17 20 21 22 1.,. C 22 23 24 26 7'.10" C 21 22 23 24 OVEP, TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 6.5 T-2" A 3'.a' A 17 19 21 22 81-0" C 22 23 24 25 71.5' C 22 22 23 24 HANG PROJECTION OF SINGLE SPAN STUCTURES(IT) 7 4'-10" A 3'1' A 17 19 21 22 7'-0" C 22 22 24 25 T-1- C 22 22 23 24 F e• T a' 9' 10, 11' 12' 13' x2m is, is, 17' Is, 19, 20' 21' 2.24 7.5 4'-6' A 3'-4 A 17 19 20 22 7'-3" C 22 22 24 25 6'-9' C 22 22 23 24 S. 3' 3.5' 4' IS. S' S.5' 6' 6.5' 4 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 8 4'-3- A 3'-2" A 17 19 20 21 T-0' c 23 23 23 25 61-w C 22 22 22 24 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' T 75, a' 8.5' T 9.5' 10, 10.5' 11' 11.5' 8.5 4'-P' A 3'-0' A 17 19 20 21 &-a" 0 23 23 23 24 6'-3" C 22 22 22 23 2' rN4 Na Na 5.5' & 6.6 7• 7.5' 8' 8.5, 9' 9.5' 10, 10.6 11' 11.51 17 9 3'-9" A 2'-10' A 17 19 20 21 C.S. C 23 23 23 24 6'-0" C 22 22 22 23 3' nla nra Na nln nra Na nra a' 115' 9' 9.5 10, 10.5' 11' 11.5' 12' 12.5 95 T-7' 1 A 1 2.8" A 18 1a 20 21 6-2" C 1 23 1 23 23 24 5--9' C 23 23 23 23 4' nra nta Na r1a nla n/a nra rda nrn Na nra 10.5' 11' 11.5' 17 12.5' 13' 90 MPH EXPOSURE C or 105 MPH EXPOSURE B 25 3 11'-0" A 6'-2" A 18 23 25 26 1I%W C 22 27 28 30 10'-B" B 21 25 27 28 TABLE 5.3 Post Requirements TABLE 5.4 Post Re"lrements for 35 9'-8" A 5-6" A 18 23 24 26 1o'-e' C 22 26 28 29 9'-9" C 22 25 26 28 for Attached Sin le Sp an Structures Freestanding Structures or Multis an Attached Structures 4 S'-6. A 4'-11' A 1B 22 24 25 9'-11" C 23 26 27 29 9'-0" C 22 24 26 27 Post Description Max POST Detail Post Description Maximum Max POST 4.5 T-V A 4'-V A 18 22 23 25 9'4' C 23 25 27 28 6'-5" C 22 24 26 27 H t Code Footing Height Code Detail# 5 B•-9' A 4'-1" A to 22 23 24 ea" C 23 25 27 26 7'-11' c 23 24 25 27 Twin 0.062"xl.5"x1.5"Scroll 9' A 1AC 0.041"x3"x3'Steel Clover d= 20" 9' B N11,AH 5.5 6'-2" A X-B' A 18 21 23 24 0'-U' C 24 25 26 28 rd" C 23 24 25 26 0.042"x3"xB"Aluminum Post 11, B N30 0.041"x3"x3"Steel Clover d= 21" 8' B N11,AH 6 51-8'• A T-6" A 18 21 22 24 T-T' C 24 24 26 27 7'-0" C 23 23 25 26 0.D24"Post with Side plates 12' B N76.BK 3(16"x3"x3"Steel Square d= 28" 17 C N17.AG 6.5 51-71 A 3'-3" A 18 21 22 24 7-7• C 24 24 26 27 6--e- C 23 23 25 26 Clover 0.03D"x3"x3"Alum 11' B N11,AH 3116"x3"x3"Steel Square d= 28" W D N17.AG 7 4'-10- A T-I" A 19 20 22 23 6'-10" c 24 24 25 27 6'4" C 24 24 24 26 Cover 0.040"x3"x3"Alum 12' B N11.AH 174""x3"x3"Steel Square d= 28" 12' D ET 75 4'-6" A ZA1" A 19 20 22 z'! F-6" C 24 24 25 27 6'-1" G 24 24 24 25 Colonial 0.062"Extruded 12' C AE 3116'x4"x4"Steel Square d= 28" 12' E 8 4'-3" A 7-9" A 1s 20 21 23 9.71 C 24 24 25 26 5'-10" C 24 24 24 25 0.041"x3'x3"Steel Clover 17 D Ni1.AH 117'x4•x4"Steel S uare d= 37" 12' D 8.5 4-0'• A z-T' A 19 20 21 J3 5'-11" C 25 25 25 26 6'-7" C 24 24 24 25 0.041"A3•x3"Steel Clover 6' E N11.AH 117k4'x4"Steel 5 uare d= 31" 1S D 9 3'-9" A 2'-5" A 19 20 27 22 51.8" C 25 25 25 26 S4- C 24 24 24 25 3116"x3"x3"Steel Square 15' H N17 AG 9.5 3'-T' A 2'4" A 19 19 21 22 5'-5" C 25 25 25 26 5'-2' C 24 24 24 25 1/4'"X3'x3"Steel Square 15' I N17 AG 10 3',- A 7.3' A 19 19 21 z2 6'-2" C 25 1 25 25 25 51-0" C 24 24 24 25 3116'x4"x4"Steel Square 15' J 11,117.AG ojtd� GENERAL INSTRUCTIONS FOR THESE TABLES 1/2"x4'x4"Steel Square 15' K N17,AG (LQ 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE B.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN Q�O� Pit N C/yFc�` 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 5.1 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products C r 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 5208 Tennyson Parkway (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS 9.FIND THE O/C SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Plano,Texas 75024 USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS(N1-135 or A-BMJ 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Carl Putnam,P.E. $�f M01 ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivy(ink Place # 5.DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.1 Lynchburg,VA 24503 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB B.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlDutnam0comcast.net 6.CHOOSE A HEADER FROM TABLE 5.1 THAT HAS ADEQUATE SLAB 9.FOLLOW 9-10 FROM ABOVE POST SPACING. SLAB 10.FOR TWO POST STRUCTURES USETABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES CCQ��A�`�QF'� 7.USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.1 OCT 20 2011 ICC ESR 1398(2009 IBC)10/1112011 Page 21 of 60 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS 55'Extruded Fascia Detail L) California Extruded Fascia Detail G 0.04 11"x3"xW Steel Clovedea! Detail W 5.5"Extruded Fascia Detail L California Extruded Fascia(Detail G) 0.041"0"x3"Steel Cloverleaf(Detail W TABLE 5.5 Attached Freestanding or. Attached Freestanding cr Attached Freestanding or TABLE 5.5 Alta bed Freestanding or Attached Freeslanding or Attached Freestanding or Structure Multis an Units Structure Multl an Units Structure Mullis art Units Structure Mullis an Units Structure Mullis an Units Structure Mullis an Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIB POST POST MAX MAX POSTLENGTH MAX MAX POST LENGTH MAX MAX PO TLENGTH SNOW WIDTH SPACING REO'D POS7 MIN FDO7ER 8' I t0' I 12' POST MW F007ER a I IC' I 12' POST MlN FooTER B' I 10' 17 SNOW WIDTH IN REO'D POST MIN DOTE 8' I 10' I 12' POST MIN FooTE 8' I 10' I 12' POST MIN FOO7E 6' I 10' I 72' :DAD (F7) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTE SPACINGPOST 9¢E CONSTRAINED FOOTE SPACIN POST SIZE CONSTRAINED FOOTE LOAD (FT) ON SLAB FOR SPACIN POST $IZE CONSTRAINED FOOTER SPACI POST 512E CONSTRAINED FOOTE SPACIN POST slzE CONSTRAINED FOOTE (PSF) (FT) SLAB (FT) TYPE 'd' "d" •d- -d' (FT) tYPE 'd' -d' 'd' "d- (FT) TYPE 'd' -d' 'd' 'd' (PSF) (FT) SLAB (FT) TYPE 'd' 'd' 'd' "d" (FT) TYPE "d- 'd' 'd' 'd' (FTS TYPE 'd- "d" 'd- -d- n tin m (in) (in Gn (in) (in) n1 1N1 (in} (in} (n) (in1 n n IinS {in) (in) (in) (in) lint lint fnl 90 MPH EXPOSURE B 90 MPH EXPOSURE B 10 3 22'-8' A 11'-5" A 19 20 21 23 12'-0" A 20 20 2' 22 10'-9' A 19 21 22 23 30 3 9.6" A 10'-T B 19 20 21 22 10'-01 8 1a 19 20 21 B'-1' A 17 20 21 22 LIVE 35 19'-5' A 11'.0" A 20 20 21 22 11'-5" A 20 20 20 22 9'-1 D" A 19 20 22 23 3.5 8.2" A 9'-11" C 19 19 21 22 9'-2" a 19 19 20 21 7'4" B 17 19 21 22 LCAC 4 17'-0' A 10'.6" B 21 21 21 22 10'-11" B 21 21 21 21 9'-t" A 20 20 21 23 4 T-l' A 9'•2" C 20 20 20 22 8'4r B 19 19 19 21 6'-9" B 16 19 20 22 OWY 45 SS'-1' A 1R.4" B 21 21 21 22 1V-4" B 21 21 21 21 8'-6" A 20 20 21 22 4.5 "1 A 8'-T' C 20 20 20 21 8'-0" C 20 20 20 20 6'-3" B 18 19 20 21 5 13'-7' A 10'.1" 8 22 22 22 22 9'-91, B 22 22 22 22 7'-11" A 20 20 21 22 5 5'-81 A B'•7" C 20 20 20 21 7'-e" C 20 20 20 20 5'-loll B 1H I8 20 21 55 12'-4" A 9'-10' B 22 22 22 22 7-T' B 22 22 22 22 7'-5" A 20 20 21 22 5.5 5'•2" A 7'-8" C 21 21 21 21 T-1" G 20 20 20 20 s.6" B 1A 18 20 21 6 11'-4' A 9'-0" C 23 23 23 23 8'-1D" B 22 22 22 22 TA' B 21 21 21 22 6 4'-9" A T-3" C 21 21 21 21 6'-9' C 20 20 20 20 5'-2" S 19 19 19 21 6.5 10'-5' A 9'-1" C 23 23 23 23 8'•S' B 22 22 22 22 6'-8" 8 21 21 21 21 6.5 4'-4" A 6'-11" C 21 21 21 21 6'-5' C 21 21 21 21 4'-11" 8 1B 19 19 20 7 9'-8" A 8'4P c 23 23 23 23 6'-1" C 23 23 23 23 6'-5" B 21 21 21 21 7 4.1" A 6'-T' C 21 21 21 21 6'-2" C 21 21 21 21 41-8" 8 19 1B 19 20 7-S 9.1" A B'-5' C 24 24 24 24 T•9" C 23 23 23 23 61.1" S 21 21 21 21 7.5 3'-91 A e'4" C 21 21 21 21 5'-11" C 21 21 27 21 4'-5" B 19 19 19 20 8 8'-6' A 8'-1" C 24 24 24 24 TS' C 23 23 23 23 5'-10" 8 21 21 21 21 B 3'-V A V-1" C 22 22 22 22 5'-6' C 21 21 21 21 T41 B 19 19 19 20 8.5 8'-0" A T-10" C 24 24 24 24 T.3" C 23 23 23 23 5'.7• B 21 21 21 21 8.5 3'i' A 5'-10, C 22 22 22 22 : C 21 21 21 21 4'-01' C 19 19 19 20 9 7'-0' A 7'-61 C 24 24 24 24 Ta' C 24 24 24 24 5'-61 B 22 22 22 22 9 Y 7 A V-w C 22 22 22 22 5'a" C 21 21 21 21 3'-101 C 19 19 19 20 9.5 T-2" A 7'-4" C 24 24 24 24 6'-T C 24 24 24 24 5'-2' B 22 22 22 22 9.5 X-C" A s-0" C 22 22 22 22 SA" C 22 22 22 22 3'•9" C 19 19 19 20 10 6'-9' A 7'-1' C 24 24 24 24 6-T' C 24 24 24 24 S•0" B 22 22 22 22 90 MPH EXPOSURE C or 105 MPH EXPOSURE B 11 6'-2- A. V-v C 25 25 25 25 V'r C 24 24 24 24 4'4' B 22 22 22 22 30 3 9'-6 A 9'.11" B 21 21 23 24 9'•2' B 20 20 21 23 T-5" A 19 21 22 24 12 5'-a" A V4" C 25 25 25 25 5'•11' C 25 25 25 25 4'4' B 22 22 22 22 3.5 B'-2' A 9'-1" C 21 21 22 24 6'•5' 6 21 21 21 22 8'.e" B 19 21 22 23 13 S'-2" A 6--1" 25 25 25 S-T' C 25 25 25 25 4'.2" B 22 22 22 22 4 7'.11 A B'-5" C 21 21 22 23 7'-loll C 21 21 21 22 8'-2" B 19 2D 22 23 90 MPH EXPOSURE C i'05 M PH EXPOSURE B 4.5 6'4" A 7'-10" C 22 22 22 23 7'-4' C 21 21 21 22 5'-6" B 20 20 21 23 10 3 2741' A 10'-7" V A 21 21 23 4 11'" A 22 22 22 24 9'-10" A 21 22 24 25 5 5'-0" A T-5" C 22 22 22 23 6'-11" C 22 22 22 22 5'-3" B 20 20 21 23 LIVE 3.5 19'-5' A 10'•2" B 22 22 23 2» 10'-9' B 22 22 22 23 9'-01 A 21 22 23 25 5.5 5'-2" A T-0" C 22 22 22 23 6'-W C 22 22 22 22 4'-11" B 20 20 21 22 LOAD 4 1T-0" A 9'-10" R 23 23 23 2» 10'-2' B 23 23 23 23 B'-3' A 21 21 23 24 6 4.9" A 6'-8" C 23 23 23 23 6'-7' C 22 22 22 22 4'-0" B 20 20 21 22 ONLY 4.5 15'-11 A 9'-7" R 23 23 23 24 1.,.. 0 23 23 23 23 7'-81 B 22 22 23 24 6.5 4'-0" A B'4" C 23 23 23 23 6'-11.. C 22 22 22 22 4'-5" B 20 20 21 22 5 13'-7" A 9'4- C 24 24 24 24 6'-11" B 24 24 24 24 7'-2" B 22 22 22 24 7 4'-1' A B'-0" C 23 23 23 23 IT. C 23 23 23 23 4'-2" B 21 21 21 22 5.5 12'4• A 9'4' C 25 25 25 25 8'-5" C 24 24 24 24 6'-91 8 22 22 22 23 7.5 3'-91 A s•9" C 23 23 23 23 5'•5" C 23 23 23 23 a'-0" B 21 21 21 22 6 1T4- A 8'-0" C 25 25 25 25 S'-1" C 24 24 24 24 6'.4' B 22 22 22 23 8 3'-51 A 6.7" C 24 24 24 24 S•7' C 23 23 23 23 3'-9" C 21 21 21 22 6.5 10'-5" A &.4' C 25 25 25 25 T-9" C 25 25 25 25 6'-0" B 23 23 23 23 85 3'�' A 5'4" C 24 24 24 24 S•0" C 23 23 23 23 3'-7" C 21 21 21 21 7 9'a- A 8'•0" C 25 25 25 25 T-5" C 25 25 25 25 5'-91 B 23 23 23 23 9 3'-21 A S-7' C 24 24 24 24 4'-10" C 23 23 23 23 3'•8" C 21 21 21 21 7.5 9'-1' A 7'41" C 26 26 26 25 T-T' C 25 25 25 25 5'.e" B 23 23 23 23 9.5 T-0" A 5-0" C 24 24 24 24 4'-8" C 24 24 24 24 3-1" C 21 21 21 21 8 8'6- A T4' C 26 26 26 ?s 6'-toll C 25 25 25 25 6'-3" B 23 23 23 23 90 MPH EXPOSURE C or 105 MPH EXPOSURE 6 8.5 8'•0" A 7'-1^ C 26 26 26 25 6'-7" C 25 25 25 25 5'-0" 8 23 23 23 23 40 3 R2" A 7-0" C 20 21 22 24 B'4" B 19 20 21 22 6'-T' 6 18 21 22 23 9 T•6" A V-10" C 26 26 26 25 6'-5" C 25 26 26 26 4'-10" B 23 23 23 23 3.5 "1 A 8'-3" C 20 20 22 23 Is.. C 20 20 21 22 6'-0" B 18 20 22 23 9.6 T-2' A 6'A" C 2fi 26 26 25 6'-2" C 2fi 26 26 26 4'4' B 24 24 24 24 4 5'3" A T-ell C 21 21 22 23 T•i" C 20 20 21 22 5'-ell B 19 20 21 23 10 6'-9" A 6'-5' C 27 27 27 27 6'-0" C 26 26 26 26 4'-8' B 24 24 24 24 4.5 4'.9" A T 1" C 21 21 21 23 6'•T' C 21 21 21 22 5'-1" B 19 20 21 22 11 6.2" A 6'-1^ C 27 27 27 27 S-8" C 26 26 26 2fi 4'-2' C 24 24 24 24 5 4'-0' A 6'-e" C 21 21 21 23 6'•3" C 21 21 21 22 4'.8" B 19 19 21 22 72 5'-B' A 5'-s• c 27 27 27 27 9.4" C 27 27 27 27 T-1 l' O 24 24 24 24 5 5 3'-11" A 6'-4" C 22 22 22 22 5'-10" C 21 21 21 21 4--5' B 19 19 21 22 13 6'-2' A 56- C 28 2B 28 28 11" C 27 27 27 27 3'-9' C 24 24 24 24 6 T-7" A 6'-0" C 22 22 22 22 5'-7" C 21 21 21 21 4--l" B 19 19 20 22 90 MPH EXPOSURE B 6.5 T-4" A 511. C 22 22 22 22 9.4" C 22 22 22 22 T-11" B 20 20 20 22 20 3 11'-loll A 11'-0- B 19 2D 21 22 to-r B 19 19 20 2t 8'-9' A 18 20 21 22 7 3'-1" A 5'•5" C 22 22 22 22 5'-11 C 22 22 22 22 3'-8" C 2D 20 20 22 LIVE 3.5 10.2. A 10'-5' 8 20 2D 21 22 7-9" B 19 19 20 27 T-11' A 18 19 21 22 7.5 2'-10" A 5-2" C 23 23 23 23 4'.10' C 22 22 22 22 3'-6" C 26 20 20 21 LOAD 4 V-1 l' A 9'-9' B 20 20 21 22 9'-1" B 20 20 20 21 7'-3" A 1B 19 21 22 6 2'-B" A 5'-0" C 23 23 23 23 4'-B' C 22 22 22 22 T.4" C 2D 20 20 21 ONLY 4.5 T-11- A 9'-2" C 20 20 20 22 8'•6" B 20 20 20 21 6'-9' B 16 19 20 22 B.$ 2'43" A 4'-10" C 23 23 23 23 4'-8" C 22 22 22 22 T-2" C 20 20 20 21 5 T-1- A 8'-7- C 21 21 21 22 V-0" C 20 20 20 20 6'-3' B 19 19 20 21 9 2'4" A 4'-7" C 23 23 23 23 4.4- C 23 23 23 23 Y-1" Alt 20 21 5.S 6'-5' A B'-2' C 21 21 21 21 T•T' C 21 21 21 21 5'-11' B 19 19 20 21 90 MPH EXPOSURE B l��CJrj 7 6 S'-11' A T-9' C 21 21 21 21 T-2" C 21 21 21 21 5'-7' B 19 19 20 21 40 3 T-2" A 9-8" C 18 19 21 22 9'-0' B 18 18 20 21 O[ 6.5 T-5" A 7'd' C 22 22 22 22 6'-11" C 21 21 21 21 5'J' B 19 19 19 21 3.3 6'-2" A 8'-10' C 19 19 20 22 8'-3" C 18 18 19 21 1 5'-1' A 7'-1' C 22 22 22 22 G•T' C 21 21 21 21 5•-0" B 19 19 19 21 4 5'-5- A 8'-2" C 19 19 20 21 7'-8" C 18 1B 19 7.5 4'-9' A 6'-10- C 22 22 22 22 6'4" C 21 21 21 21 4'-9" B 20 20 20 20 4,5 C-9' A 7'-8" C 19 19 20 21 7'-1" C 19 1B 19 0 �+ f� 8 4.5' A 6'-6' C 22 22 22 22 6'-1" C 22 22 22 Z2 4'-7" B 20 20 20 20 5 4'4" A 1'-2" C 20 20 20 21 11-8. C 19 19 19 20 6 8.5 41-2' A 8'-6" C 22 22 22 22 5'-10" C 22 22 22 22 4'-5' a 20 20 20 20 5.5 741' A V-10" C 20 20 20 21 6'-0- C 19 19 19 20 9 3.11" A 6'-1' C 22 22 22 22 11.1 C 22 22 22 22 4.2' B 20 20 20 20 6 3'-7' A 6'-5" C 20 29 20 21 6'-0" C 20 20 W 0 .6/ w on 9.5 3'-9' A F-11- C 23 23 23 23 S'-6" 22 22 22 22 4'.1" B 20 20 20 20 6.5 X-4 A 5'-2" C 20 20 20 20 T-91 C 20 20 20 D f0 3'-8" A 5'-8' C 23 23 23 23 a4" C 22 22 22 22 T-11" B 20 20 20 20 7 3'•1" A 5'-10' C 20 20 20 20 5'-0' C 20 20 20 2 11 3'-2" A T4" C 23 23 23 23 54. C 23 23 23 23 3'$" C 20 20 20 20 7.5 2'-10' A 5'-r C 21 21 21 21 T-3' C 20 20 20 20 0 21 C 21 23 23 C 23 23 3 2 2 20 13 2.8- A 4'-110' C 24 24 24 4'-6" C 23 23 23 23 3'-3" C 21 21 21 21 8.5 2'-6" A 5'-2" c 21 21 21 21 4'-10' C 20 20 0 20 FO�'C,{��,���c�`�P 9 2'4- A 5'.D" C 21 21 21 21 4'4" C 21 27 21 21 T /� /� 7 QC i ZV�V�1 ICC ESR 1398(2009 IBC)10/11/2011 Page 22 of 60 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS 5.5"Extruded Fascia Detail L California Extruded Fascia(Detail G) 0.041"x3"x3"Steel Clovedeaf(Detail W) 5.5"Extruded Fascia(Detail L) California Extruded Fascia IDL110 G 0.041-x3"x3"Steel Cloverleaf Detail TABLE 5.5 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 5.5 Attached Freestanding or Attached Freestanding or Attached Free6talding or Str Mu ucture llis n Units Structure Multis an Units Structure Multis an Units Structure Multis an Units Structure Multis an Units Structure MUltls an Units GROUND TRIB POST POST MAXUFOOTER X POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH QPOIIND TRIB POST POST MAX MAXPOST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REQ'D POST MIN I 10• I 12 POST MW FOOTER B I 10' I 12' POS7 MIN FOOTER 8' 10' 12' :;NOW WIDTH BPACIN REO'D POST MIN FODTE 8 W 12' POST MIN FOOTE 8' 10' 12' POST MIN FOOTE 8 50' I 12' LOAD (FT) ON SLAB FOR SPACI POSTTRAINED FOOTE SPACI POST SIZE CONSTRAINED FOOTE SPACING POST SIZE CONSTRAINED FOOTF LOAD IF7J ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINEDFOOTS SPACIN POST SIZE CONSTRAINED FOOTS(PSF) (FIT SIAB (FT) TYPE •d' 'd' (FT) TYPE d •d d 'd' (F7) TYPE 'd• 'd' 'd• 'd' (PSF) (FT) SLAB (Fr} TYPE "tl" 'd' d- 'd" (FT) TYPE d" ',T 'd 'd (FT) TYPE 'T -d- 'd- "d" fin) (in) (in) (in) in1 fin) (inl fin) (n} (in) (In) (in) (in) 9n) (in) (in) fin {in1 ind (in) (in) b 90 MPH EXPOSURE C or 10S MPH EXPOSURES 90 MPH EXPOSURE B 20 3 11'-10" A 1rr-T' a 21 21 23 24 194r' B 21 21 22 23 8'-1" A t9 21 23 24 60 3 V-10' A 7'-ID" C 17 19 20 21 r-3" C 17 18 19 20 S-8" B 15 18 20 21 LIVE 3.5 10'-2' A 91-11" C 22 22 23 24 9'-T B 21 21 21 23 7'4" 6 20 21 22 24 3.5 4•-2" A T-2" C 17 18 20 21 V-S' C 17 17 19 20 s.l. B 15 18 19 21 LOAD 4 8'--1- A 9'-2" C 22 22 22 24 8'$" B 22 22 22 23 T-S' a 20 21 22 23 4 3'-71 A S-r' C 18 18 19 21 6'-2" C 17 17 19 20 4'-8" B 16 18 19 20 ONLY 45 T-11- A B'-7" C 22 22 22 23 8'-0" C 22 22 22 22 6'-3" B 20 20 22 23 4.5 T-2' A B'-7' C 18 18 19 20 5•.9- C 17 W 18 20 4'-3" S 16 18 19 20 5 T-1" A 8'-1. C 23 23 23 23 T-6" C 22 22 22 22 5'-1T B 20 20 22 23 5 2'-1 I" A 5'-9" C 18 18 19 20 54" C 18 1@ 18 19 T-11" C 16 17 19 20 6'55 151, A 7'-r C 23 23 23 23 T-1" C 23 23 23 23 5-6" B 21 21 21 23 5.5 2-1- A V-5" C 18 t6 19 20 51.1" C 18 1B 18 19 3'-e" C 16 17 19 20 6 5'-11" A 7'-3' C 23 23 23 23 6'-9" C 23 23 23 23 5'-2" B 21 21 21 22 6 2'-5' A -F-r C 19 19 19 20 4.9" C 18 18 18 19 3'$" C 16 17 18 20 6.5 S-S' A 6'-111• C 24 24 24 24 F-T' C 23 23 23 23 4'-11" B 21 21 21 22 6.5 T-2- A 4'.11" C 19 19 19 20 4'-7' C 18 18 18 19 X-3" C 16 17 18 19 7 V-1' A 6'-r C 24 24 24 24 G-7' C 23 23 23 23 4'$' 6 21 21 21 22 7 2--1• A 4'.6" C 19 19 19 20 4'4" C 1@ 16 18 19 3'-l" C 11 17 18 19 7.5 4'-9• A 6'-0" C 24 24 24 24 5'-11" C 24 24 24 24 4'.5- B 21 21 21 22 7.5 1'-11• A 4'-S' C 19 i9 l9 20 4'-2' C 19 19 19 19 T-1 I' C 17 17 18 19 8 4'-5• A 6'-1" C 24 24 24 24 5'$" C 24 24 24 24 4'.3" B 22 22 22 22 B 11-9" A 4'-3" C 19 19 19 20 4'-0- C 19 19 19 19 2'-9" C 17 17 iB 111 8.5 4'-2' A 5'-10• C 25 25 25 25 5'$" C 24 24 24 24 4'-0' C 22 22 22 22 6.5 l'-8• A 4••1" O 79 19 19 19 3'-10" C 19 19 19 19 2'-8" C 17 17 1s 19 9 3'-11- A S-s. C 25 25 25 25 5'-3" C 24 24 24 24 3'-10" C 22 22 22 22 90 MPH EXPOSURE C or 105 MPH EXPOSURE B 95 3'-9" A 5'$• C 25 25 25 25 S-1" C 24 24 24 24 3•-9" C 22 22 22 22 60 3 W-10• A 7•-1 V' C 19 20 22 23 T-3" C 19 19 21 22 1.,., B 17 20 21 23 10 3'$• A 5-4" C 25 25 25 25 4•-11" C 24 24 24 24 3•-7" C 22 22 22 22 3.5 4'-Z" A r.T C 19 20 21 23 V-S" C 19 19 20 22 5'-1" B 17 20 21 22 11 1 T-2' A 5'-0' C 25 1 25 25 1 25 11 4'.8" C 25 25 25 25 3'-0" C 22 22 22 22 4 v-r A VI.. C 20 20 21 23 6'-2" C 19 18 20 22 4'$" B 1B 19 21 22 90 MPH EXPOSURE 6 4.5 3'-T A 6'-91 C 20 20 21 22 5'-9" C 20 20 20 21 4'.3" B 18 19 21 22 25 3 11,4" A 11'-0' 5 19 20 21 22 10•-7, S 19 19 20 21 8'-9" A 18 20 21 22 5 2'-11" A 5'-9" C 20 20 21 22 514" C 20 20 2D 21 V-11" C 18 19 20 22 3.5 9'-8• A IV-5, 6 20 20 21 22 ".. B 19 19 20 21 T-41" A 18 19 21 22 5.5 2'.7" A 51-5" C 21 21 21 22 51-11 C 20 20 20 21 T-8" C 18 19 20 22 4 11 A 9'-9" C 20 20 21 22 I.W. B 20 20 20 21 7'-3" B 18 19 21 22 a 2'-F A 5141 C 21 21 21 22 V-91 C 20 20 20 21 3'.6•' C 18 18 20 21 45 71$" A 9'-2" C 20 20 20 22 I.W. S 20 20 20 21 6A" B 16 19 20 22 65 2'-2! A 4'q 1" C 21 21 21 22 4'.T' D 21 21 21 21 3'-3" C 18 Is 20 21 5 6'41" A 8'-7" C 21 21 21 22 8'-0" C 20 20 20 20 6'-31 S 19 19 20 21 1 7 1 T-1• A 4'-S" C 1 21 1 21 1 21 1 21 11 4'-4" 1 D 1 21 1 21 1 21 1 21 11 3'-1*' 1 C 1 19 1 19 1 20 1 21 5,5 6'r A 8'.2" C 21 21 21 21 7W" C 21 21 21 21 5'-11- B 19 19 20 21 6 51.8" A 7'-9" C 21 21 V 21 7'-2" C 21 21 21 21 1,. 8 19 19 20 21 OVER- TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 6,5 5'-2' A 7'-6" C 22 22 22 22 6'-11' C 21 21 21 21 5.9• 6 19 19 19 21 HANG PROJECTION OF SINGLE SPAN STUCTURES(FT) 7 4'-10" T-1' C 22 22 22 22 6'-7" C 21 21 21 21 V-0" 6 19 19 19 21 ( 6 T 8' 9' 10' 11' 12, 13' W 15, is, 1r 18, 19, 20' 21, 22, 7.5 4'$' A G-1T C 22 22 22 22 6'-:' C 21 21 21 21 4'-V B 20 20 20 20 0' 3' 35' 4' 4S, S' 5.6 6• 6.5' T 7.5' 8' 83 9' 9.5' 10, 10.9 11' 8 4'.3" A 61-6" C 22 22 22 22 6'-1" C 22 22 22 22 4'-r' B 20 20 20 20 1' 3.5' 4' 45' S' 5.5• 6' 6.5' r 7.8' 8' 8.5' 9' 9.5' to, 10.5• 11' 11.6 8.5 4'-0" A 614" C 22 22 22 22 5--10" C 22 22 22 22 4Ls" B 20 20 20 20 7 its rda nla SS 6 6.5' 7- 71 8' 8.5' 9' 9.6 10, 10.5' 11' 11.5' 12' 9 T A 651" C 22 22 22 22 5'$" C 22 22 22 22 4'-2' B 20 20 20 20 3' n!a n!a Na n/a n/a Wa n7a @' 8.51 9' 9.6• 10, 10.5' 11' 11.5' 12' 12.5' 9.5 3'-7" A s-1 t" C 23 23 23 23 5'L" C 22 22 22 22 4'.1' C 20 20 20 20 4' n+a nia n!a n/ n+a Wa Wa 1a5' 11' 11.5' 12' 12.5' 13, 90 MPH EXPOSURE C or 105 MPH EXPOSURE B 25 3 11'4' A 10'-5- B z1 21 23 24 T-4' B 20 20 22 23 r-to" A 19 21 23 24 TABLE 5.]Post Requirements TABLE 5.4 Post Requirements for 3.5 9•$• A 9'-7" C 21 21 22 24 a'-11 a 21 21 21 23 7'-1" a 19 21 22 2a for Attached Single Sp an Structures Freestandin Structures or Multis an Attached Structures a 81-61 A 8'-11" C 22 22 22 24 8'-r B 21 21 21 22 6-61 B 20 20 22 23 Post Description Max POST Detail Post Description Maximum Max POST 4.5 71-W A 814• C 22 22 22 23 r-9" C 22 22 22 22 61-11 a 20 20 22 23 H t Code Footin Hai ht Code Detail# 5 V-W A T-1V C 23 23 23 23 T-3' C 22 22 22 22 5'$" B 20 20 21 23 Twin 0.062"x1.5"x1.5"Scroll 9' A AC 0.041'x3"x3"Steel Clover d= 20" 9' B N11 AH 55 V-2" A 7.5" C 23 23 23 23 U-n" C 22 22 22 22 5'-3" B 20 20 21 23 0.042"x3"x8"Aluminum Post 11' B 30 0.041'x3"x3"Steel Clover d= 21" 8' B N1i AH 8 5'-8" A 7'-0" C 23 23 23 23 6'-6" C 23 23 23 23 5'-0" B 21 21 21 22 0.024"Post with Side plates 12' B N16 BK 306"x3"x3"Steel Square d- 28" 12' C N17 AG B.5 5'-2" A 6'-8" C 23 23 23 23 6-3' C 23 23 23 23 a•-B" B 21 21 21 22 Clover 0.030"x3"x3"Alum IV B Nil AH 3I16"x3"x3•Steel Square d= 28" B' D N17 AG 7 4'-10" A e'-s" C 24 24 24 za 6-0" c 23 23 23 23 a•-6" 9 zl zi 21 22 Clover0.040"x3'x3"Alum 12jHH r7, SI4"'x3"x3'SteelS Square d= 28" 12' D N17 AS 7.6 4•$" A B'.2" C 24 24 24 24 S'9' C 23 23 23 23 4%3' a 21 21 21 22 Colonial 0.062"Extruded 12' 3116"x4"x4"Steel Square d- 2B" 12' E N17 AG e 4'-r A 5'-r1• C 24 24 24 24 5•-6•• C 23 23 23 23 a'.1" a 21 21 21 22 0.041"x3"x3"Steel Clover 12' 1(2'•x4"x4"Steel S uare d= 37" 12' D N77,AG a.e 4'-W A 5'$' C 24 24 24 24 5•-0•' C 24 24 24 24 3'-11' B 21 21 21 22 0.041"x3"x3"Steel Clover a' 112 x4"xil"Steed S uare d- 31" 15' D N17,AG 9 X.9' A V-6" C 24 24 24 24 5•-1" c 24 24 24 24 T-V C 21 21 21 22 3f16"x3"x3"Steel Square 15'9.5 Y-r A 54 C z5 25 25 25 4-1r C 2a a4 24 24 3•-r C 22 22 22 22 1W"x3"x3"Steel S uare 15.10 3'4• A 5'-2- C 25 25 25 25 a'-9" c 2a 2a 2a 2a 3'-F C 22 zz 22 22 3118•x4x4"Steel S uare is,GENERAL INSTRUCTIONS FOR THESE TABLES 112"x4'x4"Steel S uare 15' fjS)�151 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN �c G 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 5.5 AND 5.3 UPGRADE THE POST IF THE HEIGHT 1S NOT SUFFICIENT Amerimax Building Products 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 5 ` .4 5208 Tennyson Parkway Q tup �� (n (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS 9.FIND THE O/C SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Plano,Texas 75024 USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS(N7-N35 orA-BM) 6�" 9' 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Carl Putnam,P.E. ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 3441 Ivylink Place .B/1�/'0 S.DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.5 Lynchburg,VA 24503 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB 8.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING car! utnam amcast.ne 6.CHOOSE A HEADER FROM TABLE 5.5 THAT HAS ADEQUATE SLAB 9.FOLLOW 9.10 FROM ABOVE POST SPACING. APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.5 SLAB 10.FOR TWO POST STRUCTURES USETABL BL E 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TAKES Vill 7. USE THEI� FOFCAL)F���`P OCT 20 2011 ICC ESR 1398(2009 IBC)10/11/2011 Page 23 of 60 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREA: Classic Extruded Fascia Detail H Alaskan Extruded Fascia Detail K leaf Double Steel Clover (Detail AA) Classic Extruded Fascia Detail H Alaskan Extruded Fascia Detail K) Double Steel Cloverleaf(Detail AA) TABLE 5.6 Attached Freestanding or i Attached Freestanding or I Attached Freestanding or SABLE 5.9 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Mult an Units Structure Mullis pan Units Structure Mula an Units Structure Mullis an Units Structure Muftis an Units Structure Mulls an Units GRCUVi TRB I POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIG POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REO'D POST MIN FOOTER a' I 10' I 12' POST MIN FOorER fr I 10' I 12' POST MIN FOOTER 8' I 10' I 12' SNOW wil SPACIN REO'D POST MIN FOOTS a' I 10' I 17 POST MIN FOOTS 8' I 10' f 12' POST MIN FooiE 8' I 10' I 12' LOAD (FT) GINS-AB FOR SPACIN POST SRE CONSTRAINED FOO SPACINGPOST sQE CONSTRAINED FOOTS SPACING POST SIZE STRAINED FOOT LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FCOTER Si POST 6i2E CONSTRAINED FOOTE SPACIN POST SIZE CONSTRAINED FOOTS (PSF) (FT) SLAB (FT) TYPE 'd• •d• "d' 'd" (FT) TYPE 'd' "d' "d" •d' (FT) TYPE "d' 'd• 'd' •d" (PSF) (FT) SLAB (FT) TYPE "d• 'd' 'd^ "d' (FT) TYPE •d' 'd' "d" "d• (FT) TYPE W W "d' ^d• (inl (in) In On) IiN in) (in) (in) On) (in) (in) (in) (in] fnl (in} (In) (in) (in) in in in (in) (in) (n) 90 MPH EXPOSUR-B 90 MPH EXPOSURE B 10 3 22'-8" A m-C" B 21 21 23 24 17-1" A 20 20 22 23 13'-7' A 20 22 23 24 30 3 91-6" A 12'•7' C 20 21 22 23 11'-1" B 19 20 21 22 1'1 C 19 21 22 24 LIVE 3 5 19'5" A 14'-3' B 22 22 22 24 17-S' B 21 21 22 23 IT-10" B 21 21 23 24 3.5 8'-2" A 12'•1" C 21 21 22 23 10'-61• C 20 20 21 22 101.11" C 20 21 22 23 LOAD 4 17'0" A 13'-B' B 22 22 22 24 11'•10, B 21 21 21 23 ri 6 22 22 23 24 4 7'-1' A 11'-T' C 21 21 22 23 10'-0" C 20 20 21 22 10%5" C 21 21 22 23 ONLY 4.5 15'-1" A 13'-1' C 23 23 23 23 11'-51, B 22 22 22 22 11'-10" B 22 22 22 24 4.5 6'-4" A 1P•1" C 22 22 22 23 9'4• C 21 21 21 22 10'-0" C 21 21 22 23 5 IT-7' A 12'-8' C 24 24 24 24 11'-01, B 22 22 22 22 11'-5" C 23 23 23 24 5 "1 A 10'-9' C 22 22 22 23 8'-10" C 21 21 21 21 9'-g" C 22 22 22 23 5.5 12'4" A 12'-31 C 24 24 24 24 10-8" C 23 23 23 23 iP-1• C 23 23 23 23 5.5 5•-7 A 10'-S' C 23 23 23 23 8'-5" C 21 21 21 21 9'-5" C 22 22 22 23 5 1 r4" A I V-1 V C 25 25 25 25 10'-4" C 23 23 23 23 10'-9' C 24 24 24 24 6 4'-9" A 10'-11 O 23 23 23 23 8'•0' C 22 22 22 22 9'-1" C 22 22 22 23 6-5 10'-51 A 11'-7" C 25 25 25 25 9'-11' C 24 24 24 24 f0'8' C 24 24 24 24 6.5 V-4' A T-10" 0 24 24 24 24 7'-8' C 22 22 22 22 8'-11" C 23 23 23 23 7 9,a" A 1114' C 25 25 25 26 9'-6" C 24 24 24 24 10-31 C 25 26 25 25 7 4'•1" A 9'd' D 24 24 24 24 7'-4' C 22 22 22 22 g'•8" D 23 23 23 23 7.5 9'-1^ A 11'-1- C 26 26 26 26 II-2" C 24 24 24 24 10'-0' C 25 25 25 25 7.5 T-9' A sA- D 24 24 24 24 7'-l' C 22 22 22 22 8'-5' D 24 24 24 24 8 8146" A 10'-10" C 26 26 26 26 s-10^ C 24 24 24 24 9'-9' C 25 25 25 25 3 31-6" A 1,2' 0 25 25 25 25 8'-10" C 22 22 22 22 g'-2" D 24 24 24 24 8.5 8'-0' A la-7- C 27 27 27 27 8'-7" C 25 25 25 25 9'-T C 26 26 28 26 @5 314' A 9•-0" 0 25 25 25 25 6'-7' C 23 23 23 23 7'-11" D 24 24 24 24 9 7'-6' A 10'-5' C 27 27 27 27 8'-4" C 25 25 25 25 9'-5' C 26 26 26 26 9 3'-7 A 0'-1D' 0 25 25 25 25 6'-5' C 23 23 23 23 T19" D 24 24 24 24 9.5 T-2' A IO-3" C 27 27 27 27 8•-1" C 25 25 25 25 9'-3" G 26 26 26 26 9S T-W A 8'-8" O 26 26 26 26 6'•2' C 23 23 23 23 7'-e" D 25 25 25 1 25 10 11 A 10'-0' D 27 27 27 27 T-10" C 25 25 25 25 9'-1' G 27 27 27 27 90 MPH EXPOSURE C or 105 MPH EXPOSURE B 11 6'-2' A 9'-9" D 28 26 23 28 T-5" c 26 26 26 26 8'-9" C 27 27 27 27 30 3 9'-S' A 12--1" C 22 22 24 25 10'-6" C 21 21 23 24 1 Cr-11^ C 21 23 24 25 12 T-8" A 9'-5" D 29 29 29 29 7•-1" C 26 26 26 26 g'-5^ D 28 28 28 28 3S 11 A 1Yb' c 23 23 24 25 9'-11" C 22 22 23 24 10'4" C 22 22 24 25 13 5'-2' A 9'-2- D 29 29 29 29 6'-g" 26 2B 26 26 8'-1" D 28 28 28 26 4 T-1" A 1I'-0" C 23 23 23 25 9'-3" C 22 22 22 24 9'-1 i" C 23 23 24 23 90 MPH EXPOSURE C or 105 MPH EXPOSURE 6 4.5 64• A 1b•7" C 24 24 24 25 8'-8' C 23 23 23 23 91-W C 23 23 23 25 10 3 2Z-V A 14'-2" B 23 23 24 26 12'4" B 22 22 23 25 12'-10" B 22 23 25 25 5 5'•8" A 1li C 25 25 25 25 8'-2" C 23 23 23 23 9'•2" C 24 24 24 25 LIVE 3.s 1W-5" A 131-6" C 24 24 24 26 11'-V B 23 23 23 25 12'-2' B 23 23 25 26 5.5 5'-2• A 9'-11" D 25 25 25 25 7•A' C 23 23 23 23 6'-11" C 24 24 24 2S LOAD 4 17'-01 A 12'-11" C 25 2S 25 25 11'-7' B 24 24 24 24 11'-0' C 24 24 24 26 6 4'-9" A 7-7' D 25 26 26 26 7'd" C 24 24 24 24 8'•6" C 25 25 25 25 ONLY 4.5 15'-1" A 12W C 25 25 25 25 10-9" C 24 24 24 24 11'-2• C 25 25 25 26 6.5 4'4• A 91-4" D 26 26 26 26 7•-1' C 24 24 24 24 8'•5" D 25 25 25 25 5 IT-7' A 12'-0' C 26 26 26 26 10-5" C 25 25 25 25 f0•-10" C 25 25 25 25 7 4'-1' A 9'-1" D 27 27 27 27 614• C 24 24 24 24 a'-1" D 26 26 26 26 5.5 12"1" A 11'-7" C 27 27 27 27 9'-11" C 2S 25 25 25 10'-0" C 26 26 26 26 7.5 T'S' A 9'-17" D 27 27 27 27 51-61 C 24 24 24 24 T-10' D 28 26 26 26 6 11'4" A 11'-3' C 27 27 27 27 9'-6" C 26 26 26 26 101-2" C 26 26 26 26 8 3'-6" A 8'-9" 0 27 27 27 27 6'-3• C 25 25 25 25 T-T' D 26 26 26 26 6.5 10,5" A 11'-0' C 28 28 28 28 9'a" 0 26 26 26 26 9'-11• C 27 27 27 27 8.5 3'4' A 8'-6" D 28 28 28 28 6'-1• C 25 25 25 25 7.4" D 28 26 26 26 7 9'-8' A 10'•e" C 28 28 28 28 B'-9" C 26 26 26 26 9'-8" G 27 27 27 27 9 3'-2' A 8'-5" 0 28 2R 28 28 5'-11" C 25 25 25 25 T•T D 27 27 27 27 7.5 9'-1" A 10'-5' C 28 28 28 28 81•5" C 26 26 26 26 9'-5^ C 27 27 27 27 9.5 3'-0' A 81 P 20 21 20 2a 5'-8• 0 25 25 25 25 T-0" D 27 27 27 27 8 b3" A 10'-3' 0 29 29 29 29 8'-2" C 27 27 27 27 9'-3' C 28 28 28 28 90 MPH EXPOSURE C ar 105 MPH EXPOSURE B 6.5 8'-0" A 110" D 29 29 29 29 7'-10" C 27 27 27 27 91-1^ C 28 28 28 28 40 3 7'-2' A 11'•5' C 22 22 23 25 9•-10" C 21 21 22 24 10.4" C 21 22 24 25 9 7'-0^ A 9'-10' D 30 30 30 30 T-7" C 27 27 27 27 ar-Ill C 29 29 29 29 35 6'-2' A 10-10" O 22 22 23 25 9'-01 C 21 21 22 23 9'•S' C 22 22 24 25 9.5 T-2" A 9'8" D 30 30 30 30 7'-5" C 21 27 27 27 8'-91 0 29 29 29 29 4 5'-5" A 10'-4- C 23 23 23 24 8'-5' C 21 21 22 23 9'4'• C 22 22 23 25 10 6'4^ A 9'-6" D 30 30 3D 30 71" C 28 28 26 26 s-7^ 0 29 29 29 29 4.5 4'9" A 10'-0' C 24 24 24 24 T-11" C 22 22 22 23 91•0" C 23 23 23 25 11 6'-7 A 9'2" D 31 31 31 31 6'-10" C 28 26 28 28 8'-2' D 30 30 30 30 5 4'4' A 9'-1" O 24 24 24 24 7-5' C 22 22 22 23 8'•8" C 23 23 23 24 12 5'-0" A (7-11" D 32 32 32 32 6'4S" C 28 28 28 28 T•10" 0 30 30 30 30 SS 3'•11" A 9.4" 0 25 25 25 25 T-1" C 23 23 23 23 81•5" D 24 24 24 24 f3 5'-7 A 8'-8" D 32 32 32 32 8'-2" 29 29 29 29 Tb' D 31 31 37 31 8 3'-7" A 9'•S" D 25 25 25 25 6'B- 0 23 23 23 23 8'•1" D 24 24 24 24 90 MPH EXPOSURE B 6.5 T4" A 3'-10" D 26 26 26 26 F_5- C 23 23 23 23 7'•9" D 25 25 25 25 20 3 11'-10" A 1T-3r C 2D 21 22 23 11'-5" 3 19 20 21 22 121-0' B 20 21 23 24 7 T-l" A 8'-T D 28 26 26 26 6'-2' C 23 23 23 23 T•5" D 25 25 25 25 LIVE 3.5 10'-2" A 17-T C 21 21 22 23 1IT-11" 3 20 20 21 22 1T4" C 20 21 22 24 7.S 2'-10" A V-sr 0 28 26 26 26 5'-11" C 24 24 24 24 T•7' D 25 25 25 25 LOAD 4 a'-11" A 17-0' C 22 22 22 23 1c 5- _ 21 21 21 22 10'-10, C 21 21 22 23 8 7-8" A V-3" 0 27 27 27 27 5'-8' D 24 24 24 24 T.V' D 25 25 25 25 ONLY 4.5 71•11" A 11'-7- C 22 22 22 23 9'-11, C 21 21 21 22 10'-5' r- 21 21 22 23 8.5 7-0' A T-11" D 27 27 27 27 5'-V O 24 24 24 24 8'-9" D 26 26 26 25 5 7'-1" A 11'-2- C 23 23 23 23 9'-6" C 21 21 21 22 10'-7" C 22 22 22 23 9 74" A T-9" D 27 27 27 27 5'4' D 24 24 24 24 6'•T' 26 26 26 25 5.5 11 A 1a'•10- C 23 23 23 23 &A 1" C 22 22 22 22 9'-9' C 22 22 22 23 90 MPH EXPOSURE Gc,SkO 1f 6 5'-11^ A la-6" C 24 24 24 24 8'-6" C 22 22 22 22 9.4i' C 23 23 23 23 40 3 T-7 A 1Y•11" C 19 20 22 23 10'-0" C 19 19 21 22 O((` G7�� 6.5 5'-5- A IU-3" C 24 24 24 24 B'-2" C 22 22 22 22 9•-0" C 23 23 23 23 3.5 li A II'4" C 20 20 22 23 9'•8" C 19 19 21 7 5-1" A 10'-0" D 24 24 24 24 7'-10' C 22 22 22 22 9'-0" C 24 24 24 24 4 5'-5- A 10'-10` C 21 21 21 23 9'-0" C 20 2D 20 7.5 4'-9" A 9'-9^ D 25 25 25 25 T-7" C 23 23 23 23 8'-101 C 24 24 24 24 4.5 4'-9' A 1D•9' C 21 21 21 22 8'-5" C 20 20 20 21 p 8 4'-5' A 9'-7' D 25 25 25 25 T-3" C 23 23 23 23 8'-71 C 24 24 24 24 6 4'4' A iii D 22 22 22 22 8'-0" C 20 20 20 21 U 1 9 g.g q'-2' A 9'4' D 25 25 25 25 T-1" C 23 23 23 23 8'-51 D 25 25 25 25 5.5 T-11" A 9'.9" D 22 22 22 22 7'-7" C 20 20 20 21 f 8 3'•17' A 9'-2^ D 26 2b 26 26 6'-10" C 23 23 23 23 8'-2" D 25 25 25 25 6 3••7" A Y.V' D 23 23 23 23 7'-2" C 21 21 21 21 rod �1 9.5 X-91 A 9'-0" D 26 26 26 26 6'-7" C 24 24 24 24 T-11' D 25 25 25 25 6.5 T4" A 9'-7' D 23 23 23 23 6'.11" C 21 21 21 10 3'-S" A 8'-10" D 26 26 26 26 6'-5' C 24 24 24 24 7'-9" O 25 25 25 25 7 3'-1" A 9-0" D 24 24 24 24 6'7" C 21 2i 21 21 11 3'-2" A 8'•7^ D 27 27 27 27 8'-1" C 24 24 24 24 11' O 26 26 26 26 7.5 2'-1 u' A B'-8" D 24 24 24 24 n-n C 21 21 21 1 12 2'-11' A 6'4' D 27 27 27 27 5'-10" D 24 24 24 24 Td' O 26 26 26 26 8 2'-8' A 6-T' D 24 24 20 24 6'2" C 22 22 22 2 vIL �P 13 73• A 6'-0' D 26 28 28 26 51-V D 25 25 25 25 ( 10' O 26 26 26 26 8.5 2'-6' A V-S' D 25 25 25 Z5 5'-11" D 22 22 22 �CFCALIFCP� 9 2'4- A V3" D 25 25 25 25 51•9' 0 22 22 22 22 OCT 20 2011 ICC ESR 1398(2009 IBC)10/11/2011 Page 24 of 60 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAf Classic-Extruded Fascia(Detail H) Alaskan Extruded Fascia(Detail K) Double Steel Cloverleaf Detail AA Classic Extruded Fascia(Detail H) Alaskan Extruded Fascia(Detail K) Double Steel Cloverleaf Detail AA) TABLE 5.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 5.6 Attached Freestanding or Attached Freestanding Or Attached Freestanding or Structure Mullis n Units Structure Mullis n Units Structure Multis an Units Structure IMultispan Units Structure IMultispan Units Structure Mullis an Units GROUND TRIG POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GRWND TRIG POST POST MAX AIAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING RECTO POST MIN FOOTER 0' I 1D' I 12' POST MIN FOOTER a' 1 10- I 12 POST MIN r-0O7ER 8' I 1D- 1 12- SNOW WIDTH SPACI RE POST MIN FOOTE 8' I 10' I 12• POST MIN FOOTE 8' I 10' I 12' POST MIN FOOTE 8' f 10' I 12' LOAD (" ON SLAB FOR SPACI POST SIZE CONSTRAINEDFOOTE SPAGN POST SIZE CONSTRAINED FOOTE SPACING POST 812E CONSTRAINED FOO7E LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN POST SI2E CONSTRAINEDFOOTE SPACIN POST S2E CONSTRAINED FOOTE (PSF) (F7) SLAB (FT) TYPE -d" T 'd" 'd" (FT) TYPE 'I 'cr 'd 'd^ (FT) 'd' 'd" 'd' "d' (PSF) (FT) SLAB (FT) TYPE I "d' "d" 'd' 'd" (FT) TYPE "d- -d- -d" 'd' (FT) TYPE 'd' 'd" 'd" 'd' (in) ion tin) (in (in) tin) Inn in) hn (in) In (in) (Inn fin) in) in tin) (in) Dn [in) finl fin) tin 90 MPH EXPOSURE C or 10.E MPH EXPOSURE B 90 MPH EXPOSURE B 20 3 1t'-to' A 12'-9" C 22 22 24 25 11'-11' I3 21 21 23 24 11'-6" C 22 23 24 26 60 3 4'-10" A 19-T O 19 20 21MD '-T O 17 19 20 21 I'll. C 15 20 22 23 LIVE 3.5 10'-2" A t2'-1" C 23 23 24 25 10,41, C 22 22 23 24 19'-11" C 22 23 24 25 3.5 4%2" A 10'-O" 0 19 20 21 -11" C 18 19 20 21 9-91 C 19 20 21 23 LOAD 4 F-11" A 1V-7" C 24 24 24 25 1014Y' C 23 23 23 24 10'-5" C 23 23 24 25 4 T-7" A s-7- D 20 20 21 -4" C 18 19 20 21 6'-T' C 19 20 21 22 ONLY 4.5 T 11" A 1"1" C 24 24 24 25 9'4" C 23 23 23 24 10'-0" C 24 24 24 25 4.5 X-2' A 9'-2" O 20 20 2111" C 19 19 19 21 9.4. D 20 20 21 22 5 7'-1' A 10'-9" C 25 25 25 25 6'-t0•• C 24 24 24 24 9'41" C 24 24 24 25 5 2-11" A 8•-10" D 21 21 21 '-8" C 19 19 19 21 71•10" D 20 20 21 22 55 6'-6" P 10'-5" C 26 26 26 26 6-5" C 24 24 24 24 91.5- C 25 25 25 25 5.5 Y-T' A 8'-7' D 21 21 21 '-2" C 19 19 19 20 T-5' D 2D 20 21 22 6 5'-11" A IVA, C 26 26 26 26 6'4' C 24 24 24 24 9'-1" C 25 25 25 25 6 Z-S A 8'-4" D 22 22 22 -19, D 19 19 19 20 T-2" D 21 21 21 22 6.5 6.5" A 9'-10" 0 27 27 27 27 7'1. C 24 24 24 24 8'-1V C 26 26 26 26 6.5 Y-2" A V-1" D 22 22 22 '-7" D 20 20 20 20 6'-10" D 21 21 21 22 7 5'•1" A 9'-7" O 27 27 27 27 7'4' C 25 25 25 25 a`a, C 26 26 26 26 7 7-1" A I"," D 22 22 22 '4' D 20 20 20 20 6'-7" D 21 21 21 21 7 s 4'•9" A 9'4" D 27 27 27 27 T-l" C 25 25 25 25 V-5" D 27 27 27 27 7.5 1'-11" A T-e" 0 23 23 23 '-2' D 2D 20 20 20 V-4' D 21 21 21 21 8 4'.5" A 9'•2" D 28 28 28 26 B'-10•' C 25 25 25 25 8'-2' D 27 27 27 27 B 1'•9" A T-2" 0 23 23 23 .11" D 20 20 20 20 6-2'• D 22 22 22 22 6.5 4'•2' A 9'-0" D 28 26 28 28 6'-7" C 25 25 25 25 T-11' D 27 27 27 27 8.5 1'A" A T-0" 0 23 23 23 '-9' D 20 20 20 20 5'•11'• D 22 22 1 22 22 9 3'-11, a 8'-10, O 29 29 29 29 ".. C 26 26 26 26 7'-V 0 27 27 27 27 90 MPH EXPOSURE C or 105 MPH EXPOSURE B 9.5 T-9' A 8'-8" D 29 29 29 29 V-2" C 26 26 26 26 7'-0" 0 28 28 28 2tl 60 3 4'-f 0' A 1014" c 21 22 23 24 817^ C 20 2D 22 23 1.11. C 20 22 23 25 10 T'61 A B•4' 0 29 29 29 29 5-V C 26 26 26 26 7'4" D 26 28 28 28 35 4'-2' A 10•-0" D 22 22 23 24 11-11" C 20 20 22 23 s.0" O 21 22 23 25 11 1 3'-2" 1 A 8•-3" 1 O 30 30 3D 30 5'-8" D 1 26 1 26 1 26 1 26 11 T-0' D 28 1 28 1 20 1 26 1 4 3'-7- A 9'-7" D 22 22 23 24 7'4' D 21 21 21 23 8'.7" D 22 22 23 24 90 MPH EXPOSURE 6 4.5 3'-T' A 9'-2' D 23 23 23 24 V-11" 0 21 21 21 23 8'•3" D 22 22 23 24 25 3 11'<" A 13'•3" C 20 21 22 23 11'6" B 14 20 21 22 1z-o" B 20 21 23 24 5 2'•11" A F-IT D 24 24 24 24 6'4" 0 21 21 21 22 7'-1 a, D 23 23 23 24 3.5 9.4- A 12'-7' C 21 21 22 23 1V-11" B 2C 20 21 22 1I._V C 20 21 22 24 55 2'•7" A a'-T' 0 24 24 24 24 5'-2' O 22 22 22 22 1-6" D 23 23 23 24 4 81-6' A 12'-0' C 22 22 22 23 1W-51 C 21 21 21 22 10'-10" C 21 21 22 23 6 2'•5' A 8.4. 0 24 24 24 24 $'-10" D 22 22 22 22 T-2" D 23 23 23 24 4.5 7.4' A 111-7' C 22 22 22 23 9'-11" C 21 21 21 22 1V-5" C 21 21 22 23 6.5 2'-2' A 8'-1" 0 25 25 25 25 F-7" D 22 22 22 22 V-10" D 24 24 24 24 S 6'-9" A 11•-2' C .11 23 23 23 9-5" C 21 21 21 22 10'•1" C 22 22 22 23 1r 2'-1" A 7--9' 1 0 I 25 1 25 1 25 1 25 1 5'4" 1 D 22 1 22 1 22 1 22 11 8'-7' D 1 24 24 1 24 1 24 5.5 6'-2' A la-10" C 23 23 23 23 8'-11" C 22 22 22 22 9'41" C 22 22 22 23 6 5.4" A 101•6' C 24 24 24 24 8'4' c 22 22 22 22 9'4" C 23 23 23 23 OVER- TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACKED STRUCTURES 6.5 5'-2' A 10'-3' „ 24 24 24 24 8.2' C 22 22 22 22 V-3' C 23 23 23 23 HANG PROJECTION OF SINGLE SPAN STUCTURES(FT) 7 4'-10" A 101-01' D 24 24 24 24 T-10' LC 22 22 22 22 9'-D' C 24 24 24 24 (FT) 6' T 8' 9' 10, 11' 12' 13, 14' 15' 18' 1T is, 19, 20' 21' 22' 7.5 4'4" A 9'-9^ D 25 25 25 25 7'-7" 23 23 23 23 8'-10' C 24 24 24 24 V 3' 3.5' 4- 4.5' v 5.5' B 6.5' 7' 7-3' 8' 8.6' 9' 9.S' 10' ICI 11' 8 4'-3" A 9'-7" D 25 25 25 25 T-3" 23 23 23 23 a•-T 0 24 24 24 24 1' 3.5' 4• 4.5' 6' 5.5 6' 6.51 T 7.5, e' 8.5' 9' 9.5' 10• 10.5' 11' 11.5' 8.6 4'-0- A 9'4" D 25 25 25 25 T-1" 23 23 23 23 8'-S" 0 25 25 25 25 2' nla Na Na 5.5' 6' 6.S' 7' 7.5' 8' as 9• 9.5' 10, 10.5' 11• 11.E 12' 9 Y-9" A 9'-2" D 26 26 26 26 6'-10" 23 23 23 23 8'-2" D 25 25 25 25 3' Na Na Na nla Ne Na Na 8' a.6 9' 9.6' id 10.5' 11• 11.6• 12' 124, 9.5 3'•7' A 9'-0' D 26 26 28 7.fi E'-7" 24 24 24 24 7'-11" D 1 25 25 25 25 4' rva Na Na Na Na Na Na Na Na Na rra IDS' 11' 11.5, 12, 12.5' 13' 90 MPH EXPOSURE C or 105 MPH EXPOSURE B 25 3 1T4" A IZ-6" C 22 22 24 25 1D'-101 B 21 21 23 24 11'-W c 22 23 24 26 TABLE 5.3 Post Requirements TABLE 5.4 Post Requirements for 3.5 7-8" A 11'-11" C 23 23 24 25 194" C 22 22 23 24 101-9' C 22 22 24 25 for Attached Single S an Structures Freestanding Structures or Multis en Attached Structures 4 T-6" A 1VA" c 24 24 24 25 9.4• (: 23 23 23 24 10'-3" C 23 23 24 25 Post Description Max POST DETAIL Post Description Maximum Max POST 4.5 7'4' A 10'"11" C 24 24 24 25 9'4" C 23 23 23 24 91 C 24 24 24 25 H t Code Footing Hai ht Code Detail A 5 6'-9" A 10'-7' C 25 25 25 25 6'-7" C 23 23 23 23 91•6" c 24 24 24 25 Twin 9.062"X1.S'x1.5'Scroll 9' A c 0.041"x3x3"Steef Clover & 20" 9' B NI I.AH 55 V-2' A 10'-3' C 25 25 25 25 8'-2" c 24 24 24 24 9'-3" c 25 25 25 25. 0.042"x3"X8"Aluminum Post 11' B N30 0.041"x7x3"Steel Clover d= 21" 8' B N71.AH e V-8" A 9'•11" D 26 26 26 26 T•9•' C 24 24 24 24 8'-11" C 25 25 25 25 0,024"Post with Side aces 12' B N78,BK 3116"x3"x3"Steel Square d- 28" 12' C N17 AG 5.5 V-2" A 9'.e" o 26 26 26 26 7'•5•' c 24 24 24 24 8'-9" C 26 26 26 a Clover 0.030"x3"x3'Ak)m ill B N11,AH 3116"x3"x3"Steel Square d- 28" 8' D N 17 AG 7 4-10" A 91•5" 0 27 27 27 27 r-2" CU2525 25 25 84" D 26 26 26 26 Clover 0.040"xWx3"Alum I B N11.AH 114""x3"x3"Steel S uare d- 28" 12' D N17 AG 7.5 4•-8'• A 9`2" 0 27 27 27 27 6'-11" C25 25 25 8'-3" D 26 26 26 26 Colonial 0.062"Extruded 12' C Ae 3116"x4'x4'Steel Suare d- 2W 12' E N17 AG 6 V-3" A 9'-0" 0 28 28 26 28 64" c25 25 25 6'-0" 0 27 27 27 27 0.041"x3"x3"Steel Clover 12' D N11,AH 112"x4"x4"Steel 5 uare d- 37" 12' D N17 AG 8 44r A 8'-10" O 28 29 26 28 6'4' c25 25 25 T-9- 0 27 27 27 27 0.041"x3"A3"Steel Clover 8' E Nil.AH 1/2"x4"x4'Steel S uare & 31" TV9 3'-9" A &-a, D 28 28 28 28 G-3" c25 25 25 T-6" D 27 27 27 27 3/16'x3"x3"Steel uare 15, H N17.AG 9.5 3'-7" A 6'4" D 29 29 29 29 6'-0" C26 26 28 74' D 27 27 27 27 114""x3"x3"Steel 5 uare 15' 1 NIT.AG 10 3'-4" A B'4' D2929 29 29 5'-10" C26 26 26 T-27 D 28 28 2B 28 3/16"x4'X4'Steel Square 15' J N77,AG GENERAL INSTRUCTIONS FOR THESE TABLES t12"x4"x4"Steel Square 15, K 17,AG C3$101V 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 5.6 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 5208 Tennyson Parkway (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS S.FIND THE O/C SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Plano,Texas 75024 , USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS(N1-N35 or A-BM) 6 91 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Carl Putnam,P.E. � ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 3441 Ivylink Place * 6/$O// 013 S.DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.6 Lynchburg,VA 24503 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB 8.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING earIRutnam co asL.ne1 6.CHOOSE A HEADER FROM TABLE 5.6 THAT HAS ADEQUATE SLAB 9.FOLLOW 9-10 FROM ABOVE AL POST SPACING. TE FOOTER SIZE SHOWN IN TABLE 5.6 SLAB f0.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEETM3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES F��CIFQ 7. USE T OCT 20 2011 ICC ESR 1398(2009 IBC)10/11/2011 Page 25 of 60 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS 4"x3'I Beam Detail Y 7"x4"I Beam Detail Q) I 16 Ga a x3"x8"Steel C(Detail T 4"x3")Beam IDetait Y) 71x4"1 Beam IDeta)]q 16 Gauge x3"x8"Steel C(Detail T TABLE 5.7 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 5.7 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Mullis en Units Structure muffisoan Units Structure Mullis an Units Structure Multis an Units Structure Muftis an Units St ure Mulls an Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REO'D POST IN FOOTER 8' I 10' I 17 POST MIN FOOTER a' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' SNOW WIDTH SPACIN REO'D POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS a' I 10, 1 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ON SLAB FOR SPACI POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTE SPACING POST 512E CONSTRAINED FOOTS LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTS BPAGIN POST SIZE CONSTRAINED FOOTS (-SF) (FT) SLAB (FT) TYPE 'd' 'd' 'd' 'd' (FT) TYPE 'd' 'd' 'd' 'n' (FT) TYPE ^d" 'd' 'd' "d" (PSP) (FT) SLAB (FT) TYPE ^d' 'd' "d' "d' (F7) TYPE "d' -d- 'd' •d' (Fn TYPE 'd" 'd- (in) (n) r-I (In ml (in) fn1 fin, (in) ((in) in (Inl (in) iN in in (In 1n I' (in (in (in (inl (in) 90 MPH EXPOSURE B 90 MPH EXPOSURE B 10 3 22'-8' A f0'-10" A 19 22 23 24 14'-11" B 21 25 27 28 1T-6" B 22 27 29 30 30 3 9'-6" A 9'-11" B 18 21 23 24 14'-11" C 21 25 27 28 12'-8" C 20 25 27 28 LIVE 3.5 19'-5" A IV-5' A 20 21 23 24 14'-6" B 22 25 27 28 15'-9' 6 23 26 28 29 3.5 8'-2" A 6'-10" B 19 21 22 23 14'•S' C 22 25 27 28 111•5" C 20 24 26 27 LOAD 4 17'-C" A IV-1' A 20 21 23 24 13'-11" B 23 25 28 28 14'-5" C 23 26 27 29 4 T-1" A V-0" B 19 20 22 23 13'-11^ C 23 25 26 28 10a^ C 20 24 25 27 oMLY 4.5 is-1" A 7-10" B 21 21 23 24 1T-6" C 23 25 26 28 13',t" C 23 25 27 28 4.5 6'1' A T3" B 19 20 21 22 13'4" C 23 25 26 27 9'-0" C 21 23 25 26 5 13'-7" A 9'-7" B 21 21 22 24 1Y-Z" C 24 25 26 28 12'0• C 23 25 26 28 5 5'-0' A 6'-8" B 19 20 21 22 12'-1' C 23 24 26 27 V-9" C 21 23 25 26 5.6 174' A 9'•0" B 22 22 22 23 17-11• C 24 25 26 27 111-61 C 24 25 26 27 5.5 5'-2' A 62^ B 19 19 21 22 11'.2" 0 23 24 25 21 6-0" C 21 23 24 25 6 11'4" A 8'•5" B 22 22 22 23 12'-7" C 25 25 26 27 10'-10" C 24 24 26 27 6 4.9' A 5'-9" C 19 19 20 22 10'-5" D 23 23 25 26 7.4" C 21 22 24 25 6.5 10'-S' A 7'-10' B 22 22 22 23 12"' C 26 26 2B 27 10'-3" C 24 24 25 27 65 4.4' A 5'-4" C 19 19 20 21 9'-10" 0 24 24 25 26 6'•10" C 21 22 23 25 7 9'6' A T6" B 22 22 22 23 12'-2" C 26 26 26 27 9'6" C 24 24 25 26 7 4'-1' A 5'-0" C 19 19 20 21 9'•3" 0 24 24 24 26 6'4" C 21 22 23 24 7.5 9'-1' A T-0" B 22 22 22 22 11'-11" C 28 26 26 27 9'-2^ C 24 24 25 26 75 3'-9' A 4'-9" C 19 19 20 21 8'-9" 0 24 24 24 25 5'•11" C 21 21 23 24 B 8'-8' A 51•8" B 22 22 22 22 11'-9" C 27 27 27 27 8'-9' C 24 24 25 26 8 3'-5' A 4'•5" C 19 19 20 21 81•31, D 24 24 24 25 5'-8" C 21 21 22 24 8.5 8'-0" A 6'-4" B 22 22 22 22 11'E" C 27 27 27 27 fiV" C 24 24 24 26 85 3'-4' A 4'•3" C 20 20 20 21 7'-101, 0 24 24 24 25 5'-3" C 21 21 22 23 9 T6' A 6'-0" B 22 22 22 22 11'-0" D 27 27 27 27 T-10" C 24 24 24 25 9 3'-7 A 4'1" C 20 20 20 20 7'43" 0 24 24 24 24 4'•11^ C 21 21 22 23 9.5 T-2' A 5-4- B 22 22 22 22 10'-7" D 27 27 27 27 T-S" C 24 24 24 26 9.5 Tor A T-10" C 20 20 20 20 T-2" 0 2d 24 24 24 4'6" C 21 21 22 23 10 6'-9' A 5'6" B 23 23 23 23 10'-2" O 25 26 2B 28 7.1" C 24 24 24 25 90 MPH EXPOSURE C nr 105 MPH EXPOSURE B 11 6'-2' A S-11 C 23 23 23 23 9'-5" D 26 28 28 28 6'-5" C 24 24 24 24 30 3 91-6' A B'-10" B 20 23 24 25 13'-10" C 23 27 29 30 11'-5" C 22 27 28 30 12 51-8' A 4'-9" C 23 23 23 23 8'-9" D 26 28 28 2!) 5'-11" C 25 25 25 25 3.5 8'-2' A 7.10" B 20 22 24 25 1314, C 24 27 28 30 10'-3" C 22 26 28 29 13 5'-2' A 4'-5 G 23 23 23 23 8'-2- D 26 28 28 28 5'-5' C 26 25 25 26 4 7'-1" A T-1" B 20 22 23 24 121.9" C 25 27 20 30 9'-3" C 22 25 27 28 90 MPH EXPOSURE C or 1US MPH EXPOSURE B 4.5 6'4' A 61•5" B 20 21 23 24 11'4r' C 25 26 28 29 B'-5' C 22 25 27 28 10 3 221-8- A 0'-0' A 21 23 25 26 13'-10' B 23 27 29 30 15'-V C 24 29 30 32 5 5'-8' A 5'-10" B 21 21 22 24 10'•9' D 25 26 27 29 T-7" C 22 24 26 27 LIVE 3.5 19'-5' A 9'-7" A 21 23 24 26 13'�" C 24 27 29 30 14'-Y C 24 28 30 31 55 5'-2• A SS' 8 21 21 22 23 9'-11" D 25 25 27 28 6'-11" C 22 24 25 27 LOAD 4 17'-0" A 9'4" 6 22 23 24 26 12.11' C 25 27 28 30 12%11" C 25 27 29 31 6 4%9• A 641 8 21 21 22 23 9'•3" D 25 25 28 28 6'4" C 22 23 25 26 ONLY 4.5 15'-1" A 9'-1' B 23 23 24 26 12'-6" C 25 27 28 30 11'-11" C 26 27 29 30 65 4'4' A 4'-6" C 21 21 21 23 1.,.. D 25 25 28 27 51•10" C 22 23 25 26 5 IT-7" A &I. B 23 23 24 25 12'-2" C 26 26 28 29 11'-W C 25 26 28 30 7 4'-1' A 4'3" C 21 21 21 23 1".. D 26 26 26 27 T-5" C 22 23 24 28 5.5 12'4" A T-1V B 23 23 24 25 11'-11" C 21 21 28 29 10'-3" C 26 26 28 29 7.5 T'9" A 4'-T' C 21 21 21 22 TA" D 26 26 26 27 V-1" C 22 22 24 2S 6 114' A f'-5' B 24 24 24 25 11'-8" C 27 27 28 29 9'-V C 26 26 27 29 8 T-e' A T-11" C 21 21 21 22 7-3` D 26 25 26 27 4'-9" C 22 22 24 25 6.5 1(1 A 6'-11" B 24 24 24 24 1V-5" C 28 28 28 29 9'-1^ C 26 26 27 28 8.5 34' A T-W C 21 21 21 22 8'-11" 0 26 26 26 26 0'6" C 22 22 23 25 7 9'-8^ A 6'-6" 8 24 24 24 24 11'-3" C 28 28 28 29 8'-7" C 26 26 27 28 9 3.2- A 3'6' C 21 21 21 22 1.,.. D 26 26 26 26 1-3" C 22 22 23 25 7.5 9'-1` A 6'-2' B 24 24 24 24 11'-0" D 29 29 29 29 8'-1' C 26 26 26 28 9.5 3'-0^ A 3'4' C 21 21 21 22 6'3" D 26 26 26 26 V-o' C 22 22 23 24 8 8'6' A 5'-10^ C 24 24 24 24 10-8" D 29 29 29 29 7'-71 C 26 26 26 27 90 MPH EXPOSURE C a 105 MPH EXPOSURE B 8.5 8'-0' A 5'-8" C 24 24 24 24 1U-2" D 29 29 29 29 7'-l' C 26 26 26 27 40 3 T-2' A T19" B 19 22 23 25 13'•10' C 23 27 29 30 10'-1" C 21 26 28 29 9 7'6' A 5'-3• C 24 24 24 24 9'-9" D 29 29 29 29 6'-9" C 26 26 26 27 3.5 V-2^ A 6'•10" B 19 21 23 24 12'-5" C 23 26 28 30 9'-01 C 21 25 27 28 9.5 7'-2' A 5'1- C 24 24 24 24 9'-3" D 30 30 30 30 6'4" C 26 26 26 26 4 S-S A B%2" B 19 21 22 24 11'.2" C 24 26 28 29 ".. C 21 25 26 28 10 6'-T A 4'-10" C 24 24 24 24 0'-11" f) 30 30 30 30 6'-1' C 26 26 26 26 4.5 4'•9' A 5'-T' B 19 21 22 23 10'•2" 0 24 25 27 28 T-2" C 21 24 26 27 11 6'-2' A 4'•5" C 24 24 24 24 B'-W I) 30 30 30 30 6'-6" C 26 26 26 26 5 4'4' A S-1" B 20 20 22 23 9,,, 0 24 25 27 28 V-5" C 21 24 25 26 12 5'6' A 4'•1" C 24 24 24 2a T41" D 30 30 30 30 5'-1^ C 26 26 26 26 5.5 V-1 I' A 4'6" C 20 20 21 23 8'•e" D 24 24 26 27 5'-10" C 21 23 25 26 13 5'-2' A 3'-10' C 24 24 24 24 T-2" D 30 30 30 30 4.6^ C 26 26 26 26 B 3'-T A 4'4" C 20 20 21 23 9'•1" D 24 24 26 27 S4" c 21 23 24 26 90 MPH EXPOSURES 6.5 3'4' A 4•-0' C 20 20 21 22 7.6" D 24 24 25 27 4'-11" C 21 22 24 25 20 3 11'-10" A 10'-9• 6 19 22 23 24 14'.11' C 21 25 27 28 13'-V C 20 25 27 28 7 3'-1' A 7-9" C 20 20 21 22 7'•i" D 24 24 25 26 4'-7" C 21 22 24 25 LIVE 3.5 10'-2^ A 7w 6 19 21 22 24 14'-5" C 22 25 27 28 174' C 21 25 26 28 7.5 7-10` A 3'6" C 20 20 21 22 8'•8" 0 24 24 25 26 4'4" C 21 22 23 25 LOAD 4 s-11^ A W-B- 6 19 21 22 23 IT-1 1' C 23 25 26 28 1V-3' C 21 24 26 27 8 2'-8' A 1-4" C 20 20 20 22 6'3" D 25 25 25 26 4'-0" C 21 21 23 24 ONLY 45 7'-11" A T.11" B 19 20 22 23 IT-W C 23 25 26 28 1T4' C 21 24 25 27 8.5 2'6' A 3'-2" C 20 20 20 22 5'-11" D 25 25 25 26 Y-9" C 21 21 23 24 5 T-1' A 7'4' B 20 20 21 23 13'-2" C 24 25 26 27 9'6^ C 21 24 25 26 9 2'4' A J'-0" C 20 20 20 21 S'•8" 0 25 25 25 25 NJ.. C 21 21 22 24 6.5 6'-5" A e'•9" 6 20 20 21 22 12'-3" C 24 24 26 27 9'-10^ C 22 23 25 26 90 MPH EXPOSURES s`QN 6 V-11" A V-3" 6 20 20 21 22 11'-5" O 24 24 25 27 8'-Y C 22 23 24 26 40 3 7'-2' A 8'•T' B 17 21 22 23 14'-11" C 21 25 27 28 ((�(� 6.5 6'-6' A 5'-11' 6 20 20 20 22 10'-9" D 24 24 25 26 T-7' C 22 22 24 25 3.5 6'-2' A 7.7' B 19 20 21 23 13'-7' C 21 25 26 7 5'-1' A S•6" 6 20 20 20 21 f0'-1" D 24 24 25 26 T.1" C 22 22 23 25 4 5'-5' A 6'-10" B 18 20 21 22 1214, C 22 24 26 7.5 d'-9' A 5'-2" 8 20 20 20 21 114" D 25 25 25 26 T.r C 22 22 23 24 4.5 4'-9" A 11.1 B 18 19 21 22 1113" D 22 24 25 27 8 4'-5' A 4'-11" B 20 20 20 21 9'-1" D 2S 25 2S 25 V-2" C 22 72 23 24 5 4'4- A s-s" C 18 19 20 22 10'4" 0 22 23 25 26 l:6 g� 8.5 4'-2- A 4'.6" C 20 20 20 21 B'-Sr D 26 25 25 25 S-10' C 22 22 23 24 5.5 T-11' A 5.3" C 18 19 20 21 9'-7' 0 22 23 24 25 Tt 9 7-11' A 4'-5" C 20 20 20 21 B'-3" D 26 25 25 25 51•6^ C 22 22 22 24 6 3'-T A 4'-10" C 18 16 20 21 B'-11" 0 22 23 24 25 Q( .6, O, 01 9.5 Y'v A 4'-3" C 20 20 20 21 7-10^ 0 25 25 25 25 5'-3" C 22 22 22 23 BS 3.4" A a'-0- C 18 18 20 21 8.4` 0 22 22 24 10 3'6' A a'•0" C 20 20 20 21 T6" D 25 25 25 25 6'-0^ C 22 22 22 23 7 Y-11 A 4'-3" C 18 18 19 21 T-10" D 22 22 23 25 11 3'-2' A 3'-8" C 20 20 20 20 6'11 D 25 25 25 25 4'6' C 22 22 22 23 7S T-i 0' A a't) r. 18 78 19 20 T-5` D 23 23 23 4 5'.5 20 13 7-B" A 3'•T C 20 20 20 20 B'-0" D 25 25 25 25 3'-0' C 22 22 2z 22 8-5 2'-6" A 3'f,` [' 18 18 19 20 6'$' D 23 23 23 2< FQFCAL1fa��\P 9 214" A 3'4' C A 18 19 20 6'4' D 23 23 23 24 OCT 20 2011 ICC ESR 1398(2009 IBC)10/1112011 Page 26 of 60 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREA: 4"x3"1 Beam(Detail Y) ;"x4"I Beam Detal)0) 16 Gau x3"x8'Steel C(Detail T) 4"x3"I Beam(petail Y 7"x4"[Beam fDetail Q) 1 f�Gauge x3"x8"Steel C Detail T TABLE 5.7 Attached Freestanding or Attached Freestanding or Attached I Freestanding or TABLE 5.7 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Muftis an Units Structure Mullis an Units I Structure Multi an Units Structure Multis an Units Structure MUltis an Units GROUND TRIG POST POST MAX MAXPOSTLENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIG POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING RI= POST MIN FOOTER 8' 1 1IT I 12' POST MIN FOOTER 8- I ID' ' 12 POST MIN FOOTER B' I 10' I 12' SNOW WIDTH ISPOST PACI REO'D POST jOOTE 8' ! 10' I 12' POST MIN FD07E 8' I 10' I 12' POST MIN FOOTER 8' I 10' f 12' LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTS saAGN POST SRE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOT LOAD (F7) ON SLAB FOR SPACI S12E CONSTRAINED FDOTER SPACIN POST 512E CONSTRAINED FDOTE SPACIN POST 91ZE CONSTRAINED F007E(PSF) (FT) SLAB (FT) 7"YPE 'd •d 'd' 'd' (FT) 1YPE 'd 'd' 'd' 'd (FT) TYPE %' -d" "d" "d {PSF) {FT) SLAB (Fn 'd •d 'd -d' (Fr) TYPE "d" "d' 'd" "d" (FT) TYPE "d" 'd 'd (in) 0) fin) (in) (in) 0) (in) f) Gn) (in) (in) (in) (in) (in) fnl (in) In in (inI (in) in (in) (,in") fn) 40 MPH EXPOSURE C W 105 MPH EXPOSURE B 90 MPH EXPOSURE B 20 3 11'-10" A 9'-11' B 21 23 25 26 13.10" C 23 21 29 30 12'.4" C 22 27 29 30 60 3 41-10" A 6'-5" a is 19 21 22 111'.. D 19 24 25 27 B-5" C 17 23 24 26 LIVE 3.5 101-Y A 81•10" B 21 23 24 25 13'4" C 24 27 29 30 11'•5" C 23 27 28 30 3.5 4'-2" A V.7' C 16 19 20 22 10'-3" D 20 23 25 26 7'-2" C 17 22 24 2S LOAD 4 e-11' A VO" B 21 22 24 25 12'-11" C 25 27 28 30 10'4" C 23 26 28 29 4 3.1. A 5'41 C 16 19 20 21 9'-3" D 20 23 24 26 6'4" C 17 22 23 24 ONLY 45 T-11' A 7'-3• B 21 22 23 25 12'-0" C 25 27 28 30 9'-6• C 23 26 27 29 4.5 T-2" A 4'-S' C 16 18 20 21 8'-4" D 20 22 24 25 5'.7" C 17 21 22 24 5 7'-1• A B'"e' 8 21 21 23 24 12'.1" C 26 26 28 29 8'-9• C 23 25 27 28 5 Y-11" A 4'•1" C 16 18 19 21 7'-81 D 20 22 23 25 51•1" C 17 21 22 23 55 6'-5' A 6'-2' B 22 22 22 24 11'-2" ❑ 26 26 28 29 B'A• C 24 25 26 26 5.5 2'.7' A 3'-9" C 16 18 19 20 T'-l" D 20 22 23 24 4'-T' C 17 20 22 23 5 5-11, A 5'-8' B 22 22 22 24 10'-5" D 25 26 27 29 74• C 24 24 26 27 6 2'-5' A 3'fi" C 16 17 19 20 6'-7" D 20 21 23 24 4'3" C 17 20 21 22 .55 51-5" A 5'4' C 22 22 22 23 9'-10" D 2r 27 27 28 8'-10- C 24 24 25 27 6.5 2'.2" A T-3" C 16 17 19 20 6'-1" 0 20 21 22 24 3111" C 17 20 21 22 7 5'-1• A 5'-0" C 22 22 22 23 913" ❑ 27 27 27 28 5'-4• C 24 24 25 26 7 2.1" A 3'-0" C 16 17 18 20 5'8" D 20 2S 22 23 3'•7" C 17 19 21 22 75 a'A• A 4'-9^ c 22 22 22 23 B'•9" ❑ 27 27 27 29 5'-11• C 24 24 25 26 7.5 1'•11" A 2'-10" C 16 17 18 20 5'I• D 20 20 22 23 3'-4" C t7 19 20 22 d 4'-9' A 4'-5• C 22 22 22 23 1.,.. ❑ 27 27 27 27 5'-6' C 24 24 24 26 8 1'-9" A 7$" C 16 17 IB 19 51•1' D 20 20 22 23 3'-2' C 17 19 20 21 85 4'-2' A 4'-3' C 22 22 22 22 T-10" ❑ 27 27 27 91 T.3" C 24 24 24 25 8.5 1'-81 A 2-V C 16 17 18 19 4'.9" D 20 20 21 23 3'-0" C 17 19 20 21 9 3'-1T A 4'•0' C 22 22 22 22 T-6" D 27 27 27 27 4'-11' C 2a 24 24 26 90 MPH EXPOSURE C a 105 MPH EXPOSURE B 9.5 31-V A V-10" C 22 22 22 22 1-2" D 27 27 27 27 4'-V C 24 24 24 25 00 3 4'"10" A e'-5" B 18 21 23 24 1T-7- D 22 26 28 29 B'-5" C 19 25 27 28 10 3'-8" A 31-8• C 22 22 22 22 6'-10" 0 27 27 27 27 4'-V C 24 24 24 25 3.5 4.2' A F-T' C 18 21 22 23 10'-3- D 22 25 27 28 1-2" C 20 24 26 27 11 3'-Y A 3'4• C 22 22 22 22 F'3' ] 27 27 27 27 4'd" C 24 24 24 24 4 3'-7" A s-al C 18 20 22 23 9'-3" D 22 25 26 28 G.." C 20 23 25 2B 90 MPH EXPOSURE B 4.5 T-2' A 4'1• C 18 20 21 23 8'4" D 22 24 26 27 51•7" C 20 23 24 26 25 3 1V4" A 10'-9" B 19 22 23 24 t4'-11" C 21 25 27 28 13'.9" C 20 25 27 28 5 2-1V A 4'•1" C 18 20 21 22 T-B" D 22 24 25 27 5'"1" C 2D 22 24 25 3.5 9'-8" A 91-V B 19 21 22 24 IV-S" C 22 25 27 28 174" C 21 25 26 28 6.5 2'.7" A 3.4. C 18 19 21 22 7'-1" 0 23 23 25 25 4'-7" C 20 22 24 25 4 81-61 A 8'-8' B 19 21 22 23 13'-11, C 23 25 26 28 11'•3" C 21 24 26 27 8 2'-5- A 3'-B" C 18 19 21 22 6'.7" D 23 23 25 26 4'-3" C 20 22 23 25 4.5 T$' A 7'•11' B 19 20 22 23 1T-6" C 23 25 26 28 10'4' C 21 24 25 27 6.5 2'-21 A 3'1" C 18 19 20 22 6'-1' D 23 23 24 26 3'-11" C 20 21 23 24 6'-9' A T4' B 20 20 21 23 1V-2" C 24 25 26 27 9'•6' C 21 24 25 26 1 1 7 1 2--t' A1 T-0" C 1 18 1 19 1 20 22 11 5'-8'A D 1 23 1 23 1 24 1 25 11 3'-7" 1 C 1 20 1 21 1 27 1 24 5.5 8'-2" A V-9" B 20 20 21 22 17.3" C 24 24 26 27 V-10• C 22 23 25 26 6 5-0" A 6131 B 20 20 21 22 11'-5" 0 24 24 25 27 8.3• C 22 23 24 28 OVER- TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 6.5 S'-2" A 5'-11" B 20 20 20 22 10'-9" 0 24 24 25 26 7-71 C 22 22 24 25 HANG PROJECTION OF SINGLE SPAN STUCTURES(FT) 7 4'"10" A 6-e• C 20 20 20 21 1D-1• D 24 24 25 26 nt" C 22 22 23 25 (Fp 6' T B. 9' 10' IV 17 13' 14' 1s' 1& 17' is, 19' 20' 21' 2T 7,5 4'.6i' A V-2" C 2D 20 20 21 9'-T D 25 25 25 26 V-T' C 22 22 23 24 0' T 3.5' 4' 4.5' S 5.5' 6' 6.5' T 7.5' 8' 8.5' 9' 9.5' 10, 10.5' 11' a 4'3" A 4'-11" C 2D 20 20 21 9'-1" D 25 25 25 25 V-2" C 22 22 23 24 1' 3.5' 4' 4.5' S' S.5' 6' 6.5' T 7.5' 8' B-S' 9' 9.9 10' 10S' 11' 11.5 8.6 4'-0" A 4'48" C 20 20 20 21 B'-8" D 25 25 2S 25 5'.10" C 22 22 23 24 2' Na nfa Na 5.5, 8' 6.5' T 7.5' B' 6.5' 9' 9.5' - 10' 10.5, 11' 11.5' 12' 9 3'-9" A 4'-5" C 20 2D 20 21 li D 25 25 25 25 5A C 22 22 22 24 3' nta rfa Na nla Na Ne No 8' 8.5' 9' 9.5' 10' toff 11' 11.5' 12' 12.5' 95 3'-T A 4'-3' C 20 20 20 21 7'-19' D 25 25 2S V-3' C 22 22 22 23 4' n!a n!a Na Na n!a nla N. Na Na Na Na 10.5' S1' 11.5' 12 52.5' 13' 90 MPH EXPOSURE C a 105 MPH EXPOSURE B 25 3 11.4' A 91fi" B 20 23 24 26 13'40' C 23 21 29 3D 12'-3• C 22 27 29 30 TABLE 5.3 Post Requirements TABLE 5.4 Post Requirements for 3.5 91-6" A 8'-6' B 21 22 24 25 174, C 24 27 29 30 t1'-0• C 22 26 26 30 for Attached Sin le Sp an Structures Freestanding Structures or Multis an Attached Structures 4 6145" A 7'$' B 21 22 23 25 12'-11" C 25 27 28 30 9'•11 C 23 26 27 29 Post Description Max POST Detail Post Description Maximum Max POST 4.5 7-W A 6'-11" B 21 21 23 24 17-0" C 25 27 28 3C 9-.1- C 23 25 27 28 H t Code Footing Haight Code Detail# 5 6'41" A 6'-0' B 21 21 23 24 1r-r' C 26 26 28 29 B'4- C 23 25 26 28 Twin 0.062"xl.6'xl.5'Scroll W A AD 0.041"x3"x3"Steel Clover d= 20" 9' B NI 1.AH 5.5 V-2" A 6-11• B 21 21 22 24 101-9" C 26 26 27 29 7.7" C 23 24 26 27 0.042"x3"x8"Aluminum Post 11' 8 N30 0.041"x3"x3"Steel Clover d= 21" 8' B NI 1.AH 6 5'"9' A 5--5" 6 21 21 22 23 10'-0" D 26 26 27 26 74" C 23 24 26 27 0.024"Post with Side plates IT B N164 BK 3116"x3"x3"Steel Square d= 28" 17 C N17 AG 6.5 S'•2' A 5'-1' B 21 21 22 23 91•5" D 26 26 27 28 6.5- C 23 24 25 27 Clover 0.030"x3"x3"Alum 11' B Nil.AH 3116"x3"x3"Steel Square d= 28" 8' D N17 AG 7 4•.10" A 4'-9" C 21 21 22 23 81•10" D 26 26 26 28 6'-0• C 23 23 25 26 Clover0.040"xTW"Alum 12' B Nll,AH 114""x3"x3"Steel Square d= 28" 12' D N17 AG 7.5 4'-6' A 4•-6" C 22 22 22 23 84 D 25 26 26 27 5'"7" C 23 23 24 25 Colonial 0.062"Extruded 12' C E 3116',4"x4"Steel Square d= 28" 12' E N17 AG B 4'-3' A 4--3" C 22 22 22 23 7.11" D 27 27 27 27 5'-3- C 23 23 24 25 0.041"x3'k3"Steel Clover 12' D N1t AH 112"x4"x4"Steel S uare d= 37" 12' D N17 AG 8.5 4.40' A 4'-C" C 22 22 22 22 74' D 27 27 27 27 4'-1 1, C 23 23 24 25 0.041"x3"x3"Steel Clover $' MEW 112•x4"x4"Steel S uare d= 31" 16D N17 AG9 3'-8• A 3-10" C 22 22 22 22 T-2' D 27 27 27 27 4'•8" C 23 23 24 25 3116"x3"x3"Steel S Uafe 15,95 3'-7" A 3'-8' C 22 22 22 22 V-10" 0 27 27 27 27 4'-5" C 23 23 23 25 114""x3"x3"Steal S uarn 15,10 34• A 3'-6' C 22 22 22 22 6'-6" D 27 27 27 27 4'.2" C 23 23 23 25 3116"x4"x4"Steel 5 uare 15,GENERAL INSTRUCTIONS FOR THESE TABLES 112"x4"x4"Steel S uare IT , I c-S10N 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN Ok� }pr CV 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 5.7 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products QQ" �QQ`1' 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 5208 Tennyson Parkway 1A� (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS 9.FIND THE O1C SPACING OR R OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Plano,Texas 75024 USE 20PSF MIN) 10,USE THE APPROPRIATE DETAILS(Ni-N35 or A-BM) 6.119� 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Carl Putnam,P.E. ! ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 ivylink Place * 6/0! p,3 5.DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 51 Lynchburg,VA 24503 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB 8.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carloutne 4comcast.net 6.CHOOSE A HEADER FROM TABLE 6.7 THAT HAS ADEQUATE SLAB S.FOLLOW 9.10 FROM ABOVE V IL POST SPACING.7.USE THE APPROPRIATE FOOTER 512E SHOWN IN TABLE 5.7 SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES F��CAIIF���\P OCT 20 2011 ICC ESR 1398(2009 IBC)10/11/2011 Page 27 of 60 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 9D MPH WIND AREA: 12 Gau a x3"x8"Steel C Detail T Double 16Ga x3"x8"Steel C Detail T and AY Double 121 3"x8"Steel C Beam T and A 12 Gauge x3"x8"Steel G Detail T) Double 1fiGa x3"xB"Steel C Detail T and A Double 12Ga 3"x8"Steel C Beam IT and AY TABLE 5.8 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 5.8 Attached Freestanding or Attached Freestanding or Attached Freestanding ar Structure MulSs an Units Structure MuIDs n Units Structure Muftis pan Units Structure Muftis art Units Structure Multis Units Structure neuttls an Units GROUNB TRIG POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIG POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REO'❑ POST MIN POOTER 8' I 17 I 15' POST MIN FDOTER 8' I 12- I 15' POST MIN FooTEa 9 I 17 I 1S SNOW WIDTH SPACINGREO'D POST MIN FOOTS 8' I 12' I 15' POST MIN FOOTE 8' I 12' I 15' POST MIN OOTE 8' I 12' I 15• LOAD (FT) ON SLAB FOR SPACINGPOST SIZE CONSTRAINEDFOOTE SPACINGPOST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTE LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTS SPACINGPOST SIZE CONSTRAINED FOOTS (PSF) (FT) SLAB (FT} TYPE -d' 'd" 'd- 'd' (FT) TYPE 'd' "d" 'd' 'd' (FT) TYPE 'd" -d" •d- 'd" (PSF} (FT) SLAB (FT) TYPE 'd' -d- 'd" 'd' (FT) TYPE -d- 1. -d- 'd' (FT) TYPE 'd" "d' 'd- -d- (1�) (in) (In) (In) tin (inl (m) (in) (in (in) (in) (in (in) (in) (in) (n) 4n) (in) (in) (in) (in) (in) (in) tin) 90 MPH EXPOSURE B 9D MPH EXPOSURE B 10 5 13'-T A 27-11" 0 29 29 32 2TI'• D 28 29 32 28'-11" D 31 31 34 30 5 51-81 A Ir-S' 0 28 27 30 32 1B'-10' D 27 27 30 32 24'-G" D 29 29 32 34 LIVE 55 17-4" A Z2'-0" 0 29 29 32 2T-tl" D 29 29 31 211 D 32 32 33 5.5 5•-2- A 16'-6" 0 27 27 30 31 17'-11" D 27 27 30 32 23'-9" E 30 30 32 34 LOAD 6 11'4' A 20'-11' 0 30 30 31 21'4" 0 30 30 31 27'-2" D 32 32 33 5 4'-9' A 15-8" O 27 27 29 31 IT-2" D 28 28 30 32 23'-1" E 31 JI 32 34 ONLY 65 iD-5" A 19-11" C 30 30 31 2r--e- 0 30 30 31 26'-6' D 33 33 33 6.5 4.4' A 14'-10' O 27 27 29 31 16•-5" D 28 28 30 31 2X.T' E 31 31 32 34 7 9'-8" A 1941" D 30 30 31 29-r- ❑ 31 31 31 25-10" D 33 33 33 7 4'-1- A u-7' D 27 27 29 30 15'-9" D 28 28 29 31 21'.11' E 32 32 32 33 7.5 91.1" A 18'-3" 0 30 30 30 19'.6'• D 31 31 31 25'-3" D 34 34 34 7.5 T-9' A 13'-r' 0 28 28 28 30 15'-2" D 29 29 29 31 21'-S" E 32 32 32 33 8 8'-6" A 1T-7" D 31 31 31 18'-10' D 31 31 31 24'-e" D 34 34 34 B 3'-0' A 13'-0" D 28 28 28 30 14'-8" D 29 29 29 31 26'-11" E 33 33 33 33 8.5 8'-0" A 16-11" O 31 31 31 18'.3" D 32 32 32 24.2" E 35 35 35 8.5 3'�' A 17-V D 28 28 28 30 14'-2" D 29 29 29 30 20'-6" E 33 33 33 33 9 7'47• A 16'4' D 31 31 31 1T-9" D 32 32 32 23'-9" E 35 3$ 35 9 3'4" A 17-0" D 2a 28 28 29 13--1 E 29 29 29 30 20'-2" E 33 33 33 33 95 T.2" A 15'-9' D 31 31 31 1r-3" D 32 32 32 23'-4' E 36 36 36 4.5 3'-V A 11'-r 0 26 28 28 29 AVA-' E 30 3D 3D 30 15.9" E 34 34 34 34 10 6'-9" A 15'-3" 0 32 32 32 IV-9" D 33 33 33 22.11" E 36 36 36 10 2'-10" A 11'-2" D 29 29 29 29 13'-0" E 30 30 30 30 19.5" E 34 34 34 34 105 6'-5" A 14•-9- D 32 32 32 16'4" D 33 33 33 22'-7' E 37 37 37 10.5 7-0" A 10•-1a• D 29 29 29 29 12'-r E 30 30 30 30 19'-2" E 35 35 35 35 11 b'-2" A 14.4' D 32 32 32 is-11' 0 33 33 33 22'-2' E 37 37 37 11 7-r A 10'-e- D 29 29 29 29 12'-3" E 30 30 30 30 18'-10" E 35 35 35 35 11.5 5•.11' A 13•.11- D 32 32 32 15-T' D 33 33 33 21'-11" 13 37 37 37 1t.5 7-5" A 10'-2" O 29 29 29 29 12'-0" E 31 31 31 31 18'.T' E 35 35 35 35 12 5'-0'• A 13'-7" D 32 32 32 1S.T' 0 34 34 34 21'-7' E 38 38 38 90 MPH EXPOSURE C or 105 MPH EXPOSURE B 13 5.2" A 12'-10" D 33 33 33 14'-r• D 34 34 34 211-W E 38 38 38 30 5 S4" A 16'-0" D 29 29 32 34 17'-5" D 29 29 33 35 23'-3" E 32 32 35 37 14 4'-1 D" A 12'-3- D 33 33 33 14'0" D 34 34 34 201 E 39 39 39 55 S-2" A 15'-0" O 29 29 32 34 16'-7" D 30 30 32 34 22'-r' E 33 33 35 37 15 4.6- A 116" D 33 33 33 13'-5" L 35 35 35 20'-0' E 40 40 40 6 4'-9" A 14'-3" D 29 29 31 33 is'-IV D 30 30 32 34 211.11' E 34 34 34 36 90 MPH EXPOSURE C or 105 MPH ExPO5UR8 D 8.6 W-4" A 136" 0 30 30 31 33 15'-2' D 31 31 32 34 21'3" E 34 31 34 36 10 5 13'-7" A 21'-2" D 31 31 34 21'-2" D 31 31 34 274' D 34 34 36 7 4'4" A 12•-10'• O 30 30 31 32 14'-r D 31 31 31 33 29.10" E 35 35 35 36 LIVE 5.5 12'4- A 20'-0' D 32 32 34 21 D 32 32 34 26'-6' 0 35 35 36 7.5 7-9' A 12'3" O 30 30 30 32 W-T D 31 31 31 33 29-V E 35 35 35 36 LOAD 6 11'-4" A 1"" D 32 32 33 17-11' D 33 33 34 25'-9' D 36 36 36 B 7'6' A 1TA" O 30 30 30 32 IT-W D 32 32 32 33 191.11" E 36 36 36 36 ONLY 6.5 10'-5- A 15-1' D 33 33 33 194" D 33 33 33 2V-0" 0 36 36 36 8.5 T'4' A 11'1" O 30 30 30 32 13'-1' E 32 32 32 33 19•.6' E 36 36 36 36 7 9'-8" A 17•-3' D 33 33 33 181 D 34 34 34 24'-S' E 37 37 37 9 3'-2' A 10'-1a" 0 31 31 31 31 17-8" E 32 32 32 32 19'-Y' E 37 37 37 37 7,5 9'-1" A 16'-7- D 33 33 33 it-11' D 34 34 34 2Y-10" E 37 37 37 9.5 T-T A 10'4" D 31 31 31 31 17-3" E 32 32 32 32 IV-9' E 37 37 37 37 8 a,6" A 151.11" D 33 33 33 1T4" D 34 34 34 23'4' E 38 38 38 10 2'-10" A 10'-1" 0 31 31 31 31 11'-11' E 33 33 33 33 18'-6" E 38 38 38 38 65 8'A" A 15'-37 0 34 34 34 IS'Aw D 35 35 35 27-11" E 38 38 38 10.5 2'6' A 9'-9' O 31 31 31 31 11'-7" E 33 33 33 33 1V-7' E 36 36 38 38 9 7'-G' A 14'-V 0 34 34 34 16'1" D 35 35 35 22'-5" E 39 39 39 11 2'-7' A 91-V O 31 31 31 31 11.3" E 33 33 33 33 1r-11" E 39 39 39 39 9.5 r-2" A 14'-r D 34 34 34 W-1D- D 35 35 35 27.1" E 39 39 39 11.5 2'-5' A 9'-2' D 31 31 31 31 11'-W E 33 33 33 33 1r-8" E 39 39 39 39 10 6'-9- A 13'-9' 13 34 34 34 151-5" D 36 36 36 21'.8" E 40 40 40 90 MPH EXPOSURE C a 105 MPH EXPOSURE B 10,5 B'-5" A 13'4" D 35 35 35 IS-0" D 36 36 36 21.1" E 40 40 40 40 5 4.4" A 14!-C D 28 28 31 33 151-11" D 29 29 32 34 22'-0" E 32 32 34 37 11 6'-2" A 12'-11' D 35 35 35 14'1 D 36 36 36 2l'-0" E 41 41 41 5.5 T-11" A IT-w D 26 26 31 33 15•-2' D 29 29 32 34 21'-3" E 32 32 34 38 11,5 5'-11, A 17-7' D 35 35 35 14'3" D 36 36 36 21 E 41 41 41 6 3'-7• A 17-9" D 28 28 30 32 14•-S' D 29 29 31 33 20'-6" E 33 33 34 36 12 51-F A 17-3' 0 35 35 35 13'-1V E 37 37 37 21 E 42 42 42 6.5 T4" A 17-1" D 28 28 30 32 13'-10" D 30 30 31 33 21 E 34 34 34 36 13 5'.2' A 11'-7' D 35 35 35 13'1" E 37 37 37 19.10" E 42 42 42 7 T-l' A 11'-S' D 29 29 30 32 IT-3" E 30 30 31 33 19'$" E 34 34 34 36 14 4•-10" A 1r-0• D 3s 36 35 12'-10' E 37 37 37 19'.5" E 43 43 43 T.5 7-10' A 11'-V D 29 29 30 31 12'-9' E 30 30 30 32 19'-7' E 35 35 35 35 15 4'-6' A 106' 0 36 36 36 12'4" E 38 36 38 16'-11•• E 44 44 44 8 2'-0- A 10-V O 29 29 29 31 12'-3" E 31 31 31 32 18'"9" E 35 35 35 35 90 MPH EXPOSURE B 8.5 2'6' A 10'-1" D 29 29 29 31 11'-10" E 31 31 31 32 1a'-5" E 36 36 36 36 2D 5 T-l" A 16-10' ❑ 27 27 30 32 19'-s" D 27 26 31 33 256" D 30 30 33 35 9 2'-4- A 9'-9" 0 29 29 29 31 11'6" E 31 31 31 32 1ai E 36 36 36 3b LIVE 5.5 6'-5' A 1T-9' ❑ 27 27 30 32 19'-0" D 28 26 31 32 24'-8" D 30 30 32 34 9.5 T-3- A 9'4" 0 30 30 30 30 1P-1" E 31 31 31 32 1r.8" E 37 37 37 37 LOAD 6 5'-11' A le-10' ❑ 26 28 30 32 111 D 28 28 30 32 24'-0" E 31 31 32 34 10 2'-2' A 9'-T O 30 30 30 30 10'A" E 32 32 32 32 1T-3" E 37 37 37 37 ONLY 6.5 5'-S A 161 0 26 28 29 31 17-5" D 29 29 30 32 23'4' E 32 32 32 34 10H X-V A 8'-8' 0 30 30 30 30 10'-S' E 32 32 32 32 16'-11 E 37 37 37 37 7 S-1' A t5'-3" ❑ 28 28 29 31 16'.9" D 29 29 30 32 22'-9" E 32 32 32 34 11 1'-11' A B'-5" E 30 30 30 30 11 E 32 32 32 32 18'-5" E 38 38 38 38 7.5 4•-9• A W-7" 0 28 28 29 31 11 D 29 29 29 31 22'-3' E 33 33 33 34 90 MPH EXPOSURE B 8 4'-5- A 14'-0" ❑ 28 28 29 30 15'-7" D 30 30 30 31 2P-t 0" E 33 33 33 33 40 5 4'1' A 16'-6" D 25 28 29 31 1T-a' D 26 27 30 32 a 4•-2- A 13.5" D 29 29 29 30 19-1" D 30 30 30 31 21'4" E 33 33 33 33 5.5 T-11" A 14%7" 0 26 26 29 31 161 D 26 26 29 31 9 T-11' A 17-11' D 29 29 29 30 IN-V D 30 30 30 31 20•-11" E 34 34 34 34 6 3'-71 A 13'-10" O 26 28 28 30 15-5" D 27 27 29 95 T.9' A 12'-V D 29 29 29 30 IN-3" D 30 30 30 30 21 E 34 34 34 34 6.5 T4- A 13'-1" D 26 28 28 30 14%9' D 27 27 29 31 1y-f9 10 T-6" A 17.1" ❑ 29 29 29 29 IT-10' D 31 31 31 31 201-7 E 35 35 35 35 7 3'-1' A 126" D 26 26 28 30 W-T D 27 27 29 30 6 .� 105 3.4- A 111-8" D 29 29 29 29 IT-S" D 31 31 31 31 19'-11" E 35 35 35 35 75 2-10" A 11'-11" D 26 26 28 29 13'-S' E 28 28 28 30 f 11 3'-2' A 11'4" D 30 30 30 30 IT-1" E 31 31 31 31 19'-7" E 35 35 35 35 6 2.8- A 11'-5" D 27 27 27 29 13.2" E 28 28 28 30 .6/rO/ 11.5 3'-1' A 11'.0" D 30 30 30 30 17-9• E 31 31 31 31 194" E 36 36 36 36 8.5 2'6' A 10'-11" 0 27 27 27 29 17-9" E 28 28 28 +'jD1 12 7.11' A 1D'-8- ❑ 30 30 30 30 17-5' E 31 31 31 31 19'-0" E 36 36 36 36 9 2'1' A 101 O 27 27 27 29 17-4" E 28 28 28 30 7(' 13 2--1- A 1R-1" D 30 JO 30 30 11'-1/' E 32 32 32 32 18'.8- E 37 37 31 37 9.5 7-3- A 10'-2" D 27 27 27 28 11'-11•' E 29 29 29 14 2•-5" A 9'-T D 30 30 30 301. 11'-5" E 32 32 32 32 18'-7" E 37 37 37 37 10 7-2' A 9-10" O 27 27 27 2B 11'-T' E 29 29 29 2 rVl}^ 15 2'4' A 9'-2" D 31 31 31 31 11'-0" E 32 32 32 32 17'6" E 38 38 36 36 10.5 Z.W A 94" O 27 27 27 26 11'-T' E 29 29 29 FQF.C,ALh�IOC 11 1'-11" A 9'-2" E 28 28 28 26 11'-(" E 29 29 29 29 A OCT 20 2011 ICC ESR 1398(2009 IBC)10/1112011 Page 28 of 60 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS 12 Gaul x3'x8'Steel C Detail T Double 16Ga x3"x8"Steel C Detail 7 and AY Double 12Ga 3'x8"Steel C Beam(T and AY) 12 Gauge x3"x8'Steel C(Detail T) Double 16Ga x3"x8"Steel C(Detail T and A Double 12Ga 3"x8"Steel C Beam T and AY TABLE 5.8 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE SAI AUacha Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Mullis an Units Structure Multis an Units Structure Multis an Units Structure Multis an Units Structure Multis an Units OSNOW WIDTH SPACING REQ'D POST IN FOOTER V IoSzl.'NCT6 P MAX MIN FOOTER 8-MAX 2' ,LENGTH POST MIN FOOTER a J MAX 012' I IV ST LE Ni GROUND WIDITH SPACN RECT POST MIN ]'d' MAXPOST MAX 1S 2-LENGTH MAX POT MIN FOOTE BAX 12' 82LEIG16 MAXS MIN FOOTS 8A11`O 12LENGTH LOAD (FT) ON SLAB FOR SPACIN POST 81ZE CONSTRAINED jFOOTE SPACIN POST SIZE CONSTRAINED FOOTS SPACING POST SIZE STRAINED FOOTS LOAD (FT) ONSLAB FOR SPA CIN POST ONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTIRAINED FOOTFIR (PSF) (FT) SLAB (FT) TYPE "d, ',r 'd 'd' (Fry TYPE 'd' 'd' 'd' 'tl' (FT) TYPE 'd' -d" 'd' 'd- (PSF) (FT) SLAB (FT) TYPE -d' "d" 'd- (FT) TYPE "d" 'd" "d" 'd- (FT) TYPE "d' 'T "d' "d(41) fnl Gnl Iin fnl inl in finl In fin in it (in) (In) (In) (Inl (in) 9D MPH EXPOSURE C or 105 MPH EXPOSURE B 90 MPH EXPOSURE 8 20 5 T-1" A 17'4" D 30 30 33 35 1V-10" D 30 33 33 35 244" 0 33 33 35 37 60 5 21-11, A 12'.3" D 23 25 28 29 14'4' D 24 26 29 30 20'-3" E 28 28 31 33 LIVE S5 S-5" A 161b' D 30 30 32 34 1T-11" 0 31 31 33 3S 23'-9" E 34 34 35 37 5.5 2'-7' A 11'-6•' D 24 24 27 29 1XIT, E 25 25 28 30 191 E 20 28 31 33 LOAD 6 5-11" A 1S'-8" D 30 30 32 34 17'-2" D 31 31 33 35 23'-1' E 34 34 35 31 6 73' A IV-10" 0 24 24 27 29 12'-T' E 25 25 28 30 191 E 29 29 31 32 ONLY 6.5 V-S" A 14'-10' D 30 30 32 34 16-5" D 32 32 32 34 2Y-5' E 35 35 35 37 6.S 2'-2' A 10'-3" 0 24 24 27 28 12'-l" E 25 25 28 29 18'-61, E 29 29 30 32 7 V-1" A 14'-7' D 31 31 31 33 15'-9' D 32 32 32 34 21.11" E 36 36 36 36 7 2'-1" A 9'-9" 0 24 24 26 28 11'-6" E 26 26 27 29 18'-11, E 30 30 30 32 7.5 V-9- A Ix-T' 0 31 31 31 33 15'-2" D 32 32 32 34 21'-5' E 36 38 36 36 7.5 I'll" A 111 0 24 24 26 28 11'-1" E 26 26 27 29 17`18" E 30 30 30 32 8 4'-5" A 13•-0" O 31 M 31 33 14'-1" D 33 33 33 33 2&-11" E 31 37 37 37 8 1•-9" A 8=10" E 24 24 26 28 1014" E 26 26 27 29 1T-l" E 30 30 30 32 8.5 4'.2- A 17-r" D 31 M 31 32 14'-2" D 33 33 33 33 27.6" E 37 37 37 37 85 114" A V-8i E 25 25 26 27 10%3" E 28 26 27 28 16'-T' H 31 31 31 31 9 J'-71" A 17-0" D 32 32 32 32 13'-9" E 33 33 33 33 20•-2" E 38 38 38 38 9 1'-7" A 8'-2" E 25 25 25 27 9'-11" E 26 26 27 28 i6'-1" H 31 31 31 31 9.5 3'•8" A 11'.7" D 32 32 32 32 13'-4" E 33 M 33 33 19'-9" E 38 38 38 38 s5 1'-B' A 7'-10" E 25 25 25 27 9'-7" E 27 27 27 28 1V-S" H 31 37 31 31 10 3'•6" A 11'-2" D 32 32 32 32 13.4" E 34 34 34 34 11 E 38 38 38 38 10 T-5" A T-T' E 25 25 25 27 9'�" E 27 27 27 28 15'-3" H 32 32 32 32 10.5 3'4' A 1V-10" D 32 32 32 32 17-T' E 34 34 34 34 11 E 39 39 39 39 105 1'4' A T-7' E 25 25 25 27 9'4' E 27 27 27 2B 14'.11- H 32 32 32 32 11 T•2' A 10'-e' D 32 32 32 32 12'-3" E 34 34 34 34 181•10" E 39 39 39 39 90 MPH EXPOSURE C a 105 MPH EXPOSURE 8 11.5 3'-1' A 10'-2" D 33 33 33 33 12'1" E 34 34 34 34 18'-7' E 40 40 4D 40 60 5 2'.11' A 1T-T' D 26 27 30 32 14'.0" E 27 28 31 33 20'-3" E 31 31 34 36 12 7-11" A 9.11, ❑ 33 33 33 33 11'-8" E 35 35 35 35 18'4' E 4D 40 40 40 5 5 2'-7- A 111-6" D 26 27 30 32 13'-3" E 28 28 31 33 11 E 32 32 34 36 13 2'.W A 9.4' 1 D 1 33 1 33 1 33 1 37 117P-2" E 35 3S 35 35 7T-9" E 41 41 1 41 1 41 1 6 2'-5" A 10'-10" 0 27 27 29 31 1Y-7" E 28 28 30 32 1914" E 32 32 33 35 90 MPH EXPOSURE B 6.5 7-2" A 10•-3" D 27 27 29 31 17-1" E 28 28 30 32 18'-61 E 33 33 33 35 25 5 V-9" A 18'-10, D 27 27 3D 32 1s'-9" D 27 25 31 33 25'-6" D 30 30 33 35 7 7-1" A 9'-9" D 27 27 29 31 11'-B" E 29 29 39 32 IS-1" E 33 33 33 35 6.5 V-7 A 17'-9" D 27 27 30 32 19-0" D 28 26 31 32 24'-8" D 30 30 32 34 7S 1'-tl" A 9'-3" E 27 27 28 30 11'-1" E 29 29 30 31 1T-B" E 34 34 34 35 6 V-81 A 16'-10, D 28 28 30 32 181 D 28 26 30 32 741-0' E 31 31 32 34 a I.,. A 8'-10" E 28 20 28 30 10'-8" E 29 29 29 31 1T-1" E 34 34 34 35 6.5 512' A IV'D` D 28 28 29 31 1T-S" D 29 29 30 32 234" E 32 32 32 34 8.5 1'4' A V-6" E 28 28 28 30 10'-T' E 30 30 3011 1&-, H 35 35 35 35 7 440" A 5'-9' D 28 28 29 31 16'-91 O 29 29 30 32 22'•9" E 32 32 32 34 9 V-7' A 81 E 2B 28 28 30 111 E 1 30 1 30 1 30 1 31 11 16'-1" 1 H 1 35 35 1 35 1 35 7.5 4.6' A 14'-7" O 28 28 29 31 16-2" 0 29 29 29 31 22'-3" 9 33 33 33 34 8 4'-3' A 14'4' O 28 28 29 30 15'-7" 0 30 30 30 31 21'-10" E 33 33 33 33 OVER. TABLE 5.2 TR18UTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 8.5 4'•0" A 1314' D 29 29 29 30 15'-1" ❑ 30 30 30 31 21'4" E 33 33 33 33 HANG PROJECTION OF SINGLE SPAN STUCTURES(FT) 9 3'-9" A 12',11" D 29 29 29 30 14'$" D 30 30 30 31 20'-11" E 34 34 34 34 (FT) V 1. 8' 9' 10, IV 12' 13' 14' 15' IV 17, 18, 19, 20' 21' 22' 9.6 V-7" A 17-6' D 29 29 29 30 14'-3" D 30 3D 3D 30 20'-7" E 34 34 34 34 IT 3' 3.5' 4' 4.5' 5' 5.5' 6' 65 7' 7.5' B' 8.51 9' 9.5' 10' 10.5' 11' 10 3'4• A 12'-1" 0 29 29 29 29 IT-10" E 31 31 31 31 20'.3" F 35 35 35 35 1' 3.5 4' 4.5' 5' 56 6' 6.5' 7- TV a' 8.5' 9' 9-5" 19 10.5' 11' 11.5 10.5 3'-7 A 11'-8' D 29 29 29 29 1T-6" E 31 31 31 31 is'.111 E 35 35 35 35 2- nra No Na 5.51 6' 6.5, 7• TV a' a 9' 9.S 1D' 10.5' 11• 11.5' 12' 11 Y-1" A 11'4' D 30 30 30 30 13'-1" E 31 31 31 31 19'-7" E 35 35 35 35 3' Na n)a Na n/a nfa Na Na 6' 8.5' 9' 9.6' 10, 10.5' 11' 11.5' 12' 12.5' 11.5 1 2'41" 1 A 1 30 30 30 30 17-W E 1 31 31 31 31 1 191 E 36 36 36 38 4' nla Na Na nla nla Na Na Na nla Ne nla 10.5' 11' 11,5' 12, 12.S 13' 90 MPH EXPOSURE C or 105 MPH EXPOSURE 8 25 5 8•-9" A 1T-0" D 29 29 32 34 111 0 30 30 33 35 24'-1" E 33 33 35 37 TABLE 5.3 Post Requirements TABLE 5.4 Post Requirements for 5.5 6'-2" A 1M-o" D 30 30 32 34 1T-5" ❑ 3D 30 33 35 23'-4" E 34 34 35 37 for Attached Single Span Structures Freestanding Structures or Multis an Attached Structures 6 S'-e" A 1V-2" D 30 30 32 34 1F-T, D 31 31 32 34 27-B" E 34 34 35 37 Post Description Max POST Detail Post Description Maximum Max POST 6.5 5'-2" A 14'4" 0 30 30 31 33 ISO D 31 31 32 34 27-1" E 35 35 35 37 H t Code FootingHei h( Code I Detail# 7 4'-IV A IT-11" D 30 30 31 33 15'4" D 32 32 32 34 21'4" E 36 36 36 36 Twin 0.062"x1.5"x1.5"Scroll 9' A AC 0.041'x3"x3"Steel Clover d= 20" 9' 1 B INI 1,AH _ 7.5 4'4" A 1T-1" D 31 31 31 33 W-9" D 32 32 32 33 21'.0" E 36 36 36 36 0.042"x3"x8"Aluminum Post 11' B N30 0.041"x3"x3"Steel Clover d= 21" 8' B INI1,AH 8 4'.3" A 17-7" D 31 31 31 32 14'-T' D 32 32 32 33 20'4" E 36 36 36 36 0.024"Post with Side later 12' B N16,BK 3116"x3"x3"Steel Square d= 28" 12' C N77,AG 8.5 4.0 A 17-1' D 31 31 31 32 ly-9" D 33 33 33 33 20'-2" E 37 37 37 37 Clover 0.030"x3"x3"Alum 11' B N11,AH 3116"x3"x3"Steel Square d= 28" 8' D N17,AG 9 3'4" A 11'-7" D 31 31 31 32 13'4" E 33 33 33 33 19'-9" E 37 37 37 37 Clover 0.040"x3"x3"Alum I B N11,AH 114""X3"X3"Steel Square d= 28" 12' D N17,AG 9.5 T-7" A 11'-2' D 31 31 31 32 13'4" E 33 33 33 33 19'-5" L 38 38 38 38 Colonial 0.062"Extruded 12' C AE 3116"x4"x4"Steel Square d= 28" 12' E N17,AG 10 3'4' A 10'-1 U' D 32 32 32 32 12'-7" a 33 33 33 33 t9'-1' E 38 38 38 3B 0.041"x3"x3"Steel Clover 12' 0 N71,AH 112"z4"X4"Steel S uera d= 37" 12' 0 N17,AG 10.5 3'-2" A 101-5" D 32 32 32 32 12'-3" E 34 34 34 34 IW-9' E 39 39 39 39 0.041"X3"x3"Steel Clover W E Nil.AH 112"x4"X4"Steel Square d= 31" 15' D N17,AG 11 T-V A 10'-1' 0 32 32 32 32 1V-1I' E 34 34 34 34 IM" E 39 39 39 39 311S"x3"x3"Steel Square IS' H N17.AG 11.5 7-11" A 11 O 32 32 32 32 11'-7" E 34 34 34 34 IV-3" E 39 39 39 39 114"*x3"x3"Steel Square 15, 1 N17,AG 12 7-10" A 9'-6' D 32 32 32 32 11'4-' E 34 34 34 34 IV-i E 40 40 40 40 3116"x4"x4"Steel Square 15, J N17,AG SSION GENERAL INSTRUCTIONS FOR THESE TABLES 112"x4"x4"Steel Square 15, K N17,AG OC(�G C71� 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE S.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 5.8 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amer{max Building Products U' 1 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 5209 Tennyson Parkway I (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS 9.FIND THE O/C SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7,5 OR TABLE 7.7 Plano,Texas 75024 6. 3.91 USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS(NI-N35 orA-BM) 1 4,CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Carl Putnam,P.E. * tYc -(/01 0 ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1"6 FROM ABOVE THEN 3441 Ivylink Place 5.DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.8 Lynchburg,VA 24503 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB 6-USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carputnam�comcast.nel VIL �Q 6.CHOOSE A HEADER FROM TABLE 5.8 THAT HAS ADEQUATE SLAB 9.FOLLOW 9-10 FROM ABOVE POST SPACING. SLAB 10.FOR TWO POST STRUCTURES USETABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES F�FCALI� 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.8 OCT 20 2011 ICC ESR 1398(2009 IBC)1 0/1 11201 1 Page 29 of 60 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA'. 0.042"x3"x8"Box Beam (Detail N30) Double 0.042"x3"x8"Beam(detail N25 Double 0.D40"x2'x6.625"Beam Detail N25 0.042x3'x8"Box Beam Detail N30 Double 0.042"x3"x8"Beam Detail N25 Double 0.040"x2'x6.625"Beam Detail N25 TABLE 6.1 Attached Freestanding or Attached Freestanding or I Attached Freestanding or TABLE 6.1 Attached lFreestandingor Attached Freestanding or Attached Freestanding or Structure Mullis an Units Structure Muitis an Units I Stricture Multispan Units Structure IMultispan Units Structure Mullis an Units Structure Mullis an Units GROUND TR8 I POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING R£O'D POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER & I 10' I tY POST MIN FOOTER a' I to- I 12' SNOW W)b7H SPACINGREO'D POST MIN FOOT- B' I 10' I 12' POSY MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8- I 10' I 12' LOAD (FT) ON SLAB FOR SPACIN POST SIZE STRAINED FOOTS SPACI POST SIZE CONSTRAINED FOOTE SPACING POST SIZE CONSTRAINED FOOTS LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS (PSF) (FT) SLAB (FT) TYPE 'd' 'C 'd' 'd' (FT) TYPE 'd' "Cr 'd' 'd' (FT) TYPE 'd' 'd' 'd' 'd- (PSF) (FT) SLAB (FT) TYPE 'd" -d- 'd' 'd' (FT) TYPE "d' 'd' 'd' 'd' (FT) TYPE 'd' 'd' 'd' 'd' Iln) 0n) in (in in) in (inj In1 (in) (in) in (in (In) (in) (in) in) (in) in (in in inl (inj (in) (in) 105 MPH EXPOSURE B or 85 MPH EXPOSURE C 110 MPH EXPOSURE B or 90 MPH EXPOSURE C 10 3 22'6" A B'-1' A 19 25 26 27 14'-fill 6 23 26 3v 3t 73'-t" 8 22 28 2B 29 25 3 11'-4' A 6'-2" A 18 24 25 27 19.9' C 22 27 29 30 10'-8" B 22 28 27 29 LIVE 3.S 19'-5" A T-3" A 19 24 25 27 13'd" 0 24 27 29 30 1Y-0" B 23 26 27 29 3.5 9'�' A 5'-0" A /8 23 25 28 10'A' C 23 27 2B 30 B'-9" C 22 25 27 28 LOAD 4 17'-0' A T-7" A 20 23 25 26 12'-4" C 24 27 29 30 11'-Y' B 23 25 27 28 4 0'-S' A 4'-11" A 1B 23 24 28 9'"11" C 23 26 28 29 9'-0" C 22 25 26 28 ONLY 4.5 15'-1" A e'-0- A 20 23 25 26 11'-6" C 24 26 28 30 10'-S' B 24 25 27 28 4.5 7'-6' A 4'-6" A 19 22 24 25 1.,. C 23 26 27 29 8'-5" C 23 24 26 27 5 13'-7' A 51-6" A 20 23 24 26 10'9" C 25 26 28 29 9'-10" C 24 25 26 28 5 6'-9' A 4'-1" A 19 22 23 25 8'•T C 24 25 27 28 7'-11" C 23 24 25 27 5.5 12'4' A 5'-2" A 20 22 24 25 ta'.2" C 25 26 27 29 9'-3" C 24 24 26 27 55 6'-2" A 3'1" A 19 22 23 24 8'-0" C 24 25 27 28 I.S. C 23 24 25 21 6 11'-4' A 4'-9" A 20 22 23 25 9'-ell C 25 26 27 28 8'-10" c 25 25 26 27 6 T-8" A T6" A 19 21 23 24 7'-T C 24 25 26 28 TA" C 24 24 25 27 6.5 10'-5" A 4'•6' A 20 22 23 25 9'-2" C 26 26 27 28 &•5' C 25 25 2S 27 65 5'-2" A T-3" A 19 21 22 24 7'-7 C 24 24 26 27 6'"8" C 24 24 25 2B 7 9'-e" A 4'•2' A 20 21 23 24 T-9" C 26 26 26 26 8'-0" C 25 25 25 27 7 4'-10" A 3'-1" A 19 21 22 24 S'•10" C 25 26 26 27 8'-4" C 24 24 25 26 7.5 9'-1" A 4'4' A 20 21 23 24 F4" C 26 26 26 28 T-S" C 2S 25 25 26 75 X-6" A X-11" A 19 21 22 23 61-W C 25 25 25 27 1..". C 24 24 24 25 6 8'�6' A 3'•9" A 21 21 22 24 a'-0" C 26 26 26 21 T•5' C 26 26 2B 26 a 4'-3- A 2'41" A 19 20 22 23 6'-2" C 25 25 25 27 5•.10" C 24 24 24 26 8.5 8'-0" A 3'•7" A 21 21 22 24 7'1" C 27 27 27 21 T•1" C 2B 26 2B 26 8.5 X'0' A 2'4" A 19 20 22 23 5-11" C 25 25 25 28 5'"7" C 25 25 25 25 9 T-6" A Y-5" A 21 21 22 23 T".. C 27 27 27 27 V-10" C 2B 26 26 26 9 T-T A 2'-S" A 19 20 21 23 51-W C 25 23 25 25 F-4" c 25 25 25 25 9.S 7'-2" A T.3" A 21 21 22 23 7'-1" C 27 27 27 27 &-T C 28 26 26 26 9.5 3'•T A 2'4" A 19 20 21 23 T.S" C 25 25 25 26 5'-2" C 2S 25 25 25 10 6'-9. A 3'-1' A 21 21 22 23 &•toll C 27 27 27 27 &•S" C 2B 26 26 26 110 MPH EXPOSURE 11 6'-2" A 2'-10" A 21 21 21 23 6'-5" C 27 27 27 27 &-0" C 27 27 27 27 25 3 11'4" A 5'4" A 19 25 27 28 10'6" C 24 29 31 32 9'•7" C 23 27 29 31 12 5'-8" A 2'"7" A 21 21 21 23 6'-0" C 27 27 27 27 5-8" C 27 27 27 27 3.5 V.8' A 4'"9" A 19 24 26 28 9'"7" C 25 28 30 32 8'"9" C 24 27 29 30 13 5'-2" A 2'-5' A 21 21 21 22 S'A" C 26 28 28 28 5.4" C 27 27 27 27 4 8'•6- A 4'"3" A 20 24 26 27 B'-B' C 25 28 30 31 8'.1" C 24 25 28 30 105 MPH EXPOSURE C 4.5 T•6" A 3'-10" A 20 23 25 27 8'-1" C 25 27 29 31 7'6' C 25 26 28 29 10 3 Z2'-0' A 7'-0• A 20 26 28 29 IT-O' C 25 30 31 33 11'•9" 8 24 28 30 31 5 6'•9" A 3'4T A 20 23 25 2B 71•T C 26 27 29 30 T-0" C 25 26 27 29 LNE 3.5 19'-5" A 6'-3" A 21 25 27 28 11'-10" C 26 29 31 32 10'-9" 8 25 27 29 31 5.5 6,2" A 3'•T A 20 23 24 28 7111" C 26 27 28 30 6'•7" C 26 25 27 29 LOAD 4 I71-0' A 51"8" A 21 25 26 28 10'-11" C 26 28 30 32 9'-11" C 25 27 29 30 6 5.8" A T.T A 20 22 24 26 61$" C 26 26 28 29 6'•3" C 26 26 27 28 ONLY 4.5 15'-1" A 5'-2" A 21 24 26 27 11)2" C 26 28 30 31 9'-4" C 26 27 28 30 6.5 5"2" A 2'"9" A 20 22 24 25 6'-3" C 26 26 28 29 5'-11" C 26 26 26 28 5 1W-7" A 4t9" A 21 24 26 27 91-6" C 27 28 29 31 &-9" C 26 26 28 29 7 4.10" A 2'7" A 20 22 24 25 5'•11" C 26 26 21 29 1•7" C 26 26 26 28 55 IZ4" A a'4" A 21 24 25 27 9'-0" C 27 27 29 31 &-3" C 26 26 28 29 7.5 4'-6" A YS" A 20 22 23 25 51•8" C 27 27 27 29 8".. C 26 26 26 2T 6 1114" A 4'-1" A 21 23 25 26 S'6" C 27 27 29 30 7'-10" C 27 27 27 29 8 4'•3" A 7-3" A 20 21 23 25 5'A" C 27 27 21 28 1.,.. C 26 26 26 27 6.S 1D'-S" A 3'-9" A 22 23 25 26 8'-0" C 28 28 28 30 T-5" C 2T 27 27 29 8.5 4-Ar A 2'•2" A 20 21 23 24 5'-1" c 27 27 27 28 4'"1V C 28 26 26 27 7 9'-8" A 3'"7" T. 22 23 24 26 T-B" C 28 28 28 30 T-1' C 27 27 27 28 9 3'•9" A 2'•1" A 20 21 23 24 4.11" C 27 27 21 28 4'•S" C 27 27 27 27 1.5 9'-1" A 3'4" A 22 22 24 25 7'-3" C 28 28 28 29 6'-9' C 27 27 27 28 9.6 3'-T A 1'-11" A 20 21 23 24 4'-0" c 27 27 27 28 4'"6" C 27 27 27 27 B 81-6" A T-2" A 22 22 24 25 1.,. C 28 28 28 29 61"6" C 28 28 28 28 100 MPH EXPOSURE B or 3.5 8'-0" A 3%T A 22 22 24 25 61-8" C 28 28 28 29 1'-3" C 28 29 28 28 30 3 9'6" A &47' A 17 22 24 25 1116" C 21 26 27 29 101.5" B 20 24 26 27 9 71-6" A Y-7a" A 22 22 23 2S 6-5" C 29 29 29 29 6'-0" c 28 28 28 28 3.5 8'-2" A 5-3" A 17 22 23 25 10'-6" C 21 25 27 28 9'6" C 20 24 25 27 9.5 T-Y A Y-6" A 22 22 23 25 6-2" C 29 29 29 29 5'-9• C 28 28 28 28 4 7'"1" A 4'.9" A 17 21 23 24 9'-7" c 21 25 26 28 6'•9" C 21 24 25 26 10 6'-9" A Y-7" A 22 22 23 24 5'-11" C 29 29 29 29 5'"7" C 28 28 28 26 4.5 6'd" A 4'4" A 17 21 22 24 8'-11" C 22 24 26 27 1.11. C 21 23 25 26 11 6'"2" A Y-4" A 22 22 23 24 6.6. C 29 29 29 29 5'-3" C 29 29 29 29 5 V.8" A 3'-11" A 17 21 22 23 8'-3' c 22 24 26 27 T$' C 21 23 24 26 12 5'-8' A Y-2" A 22 22 22 24 5'-2" C 29 29 29 29 4-A V C 29 29 29 29 5.5 T-2" A 314&' A 17 20 22 23 7'A" C 22 24 25 27 T-2" C 22 23 24 25 13 S'-2' A Y-0" A 22 22 22 24 4'-10" C 29 29 29 28 4'"7" c 29 29 29 29 6 4.9" A 74" A 17 20 22 23 T"4' C 22 23 25 26 6'-10" C 22 22 24 25 110 MPH EXPOSURE 8 or 90 MPH EXPOSURE C 6.5 4'4' A 3'-2" A 17 20 21 23 6'-11" C 23 23 25 26 6'6" C 22 22 24 25 10 3 2.2'-8' A 7'-9" A 19 25 26 2B 13'.11' B 24 28 30 32 IX-7" B 23 27 28 30 7 4'.1" A 2'-11" A 17 20 21 22 6'-7' C 23 23 24 26 V-Y' C 22 22 23 25 LIVE 3.5 1916" A 6'-11" A 20 24 26 27 12'•9" C 24 28 29 31 11'-T B 23 26 28 29 7.5 34. A YA" A 18 19 21 22 61-3' C 23 23 24 25 6'-10" C 22 22 23 24 LOAD 4 17'-0" A 6-3" A 20 24 2S 27 11'-10" C 25 27 29 30 10'"9' B 24 26 27 29 8 3'"6" A 2-T' A 18 19 21 22 V-11" C 23 23 24 25 5'-T' C 23 23 23 24 ONLY 4.S 15'-1" A 5-S" A 20 23 25 26 11'-0" 25 27 28 30 1bO" C 24 25 27 20 8.5 3'4" A 2'-5" A 18 19 20 22 51•8" C 23 23 24 25 S.,. C 23 23 23 24 5 13'-7" A 5'-3" A 20 23 24 26 10'4" C 25 26 28 30 9'"5' C 25 25 27 28 9 3'"2" A 2'4" A 18 19 20 22 F-5" C 23 23 23 25 6'-2" 23 3 23 24 5.5 12'4" A 4'-10" A 20 23 24 25 9'-B" C 26 26 28 29 &-11" C 25 25 26 26 100 MPH EXPOSURE C C+ON 6 11'4" A 4'-6" A 20 22 24 25 9'-3" a 26 26 27 29 8'-5" C 25 25 26 27 30 3 9-W A 5'4" A 1B 24 25 27 101-6" C 23 28 29 6.5 10'-5" A V-3" A 21 22 24 2S 8'-9" C 26 26 27 29 8'-1" C 25 25 26 27 3.6 B'-2' A 4'4' A 1B 23 25 28 9W" C 23 27 29 3 7 9'-3" A V-0" A 21 22 23 25 a'4" C 26 26 27 2B 7'd- C 26 26 26 27 4 T-1" A 4'-Y A 1B 23 24 26 8'A' O 23 26 26 7.5 9'-1" A 3'9" A 21 21 23 24 7'-11" C 21 27 27 25 TA" C 26 2fi 26 27 4.5 ".. A 3-10^ A 19 22 24 25 8'-1" C 24 26 28 9 8 8'-6" A 31-&' A 21 21 23 24 T-7" C 27 27 27 25 T-1" C 26 26 26 27 5 5'-B" A 3'-6" A 19 22 24 25 T-7" C 24 26 27 29 6.� s 8.5 8'-0" A Y4" A 21 21 23 24 74" C 27 27 27 25 V-9" C 26 26 26 26 5.5 5'-2- A 3'J" A 19 22 23 23 T"1• C 24 2S 27 28 9 71-61 A T-Y' A 21 21 22 24 7'-0" C 27 27 27 27 6'6" C 26 26 26 26 6 4'-9' A 3'•0" A 19 21 23 24 6'-F C 24 25 27 28 6 Qf flti 9.5 T-2" A 3'•D" A 21 21 22 24 6'-8" C 27 27 27 27 W41' C 27 21 Ir 27 27 6.5 4'4" A 2'-9" A 19 21 23 24 6'•3' C 25 25 26 r 2B 10 6'-9' A 2'-11'• A 21 21 22 23 6'4' C 27 27 27 27 6'"1" C 27 27 27 27 1 4'-1" A 7-7" A 19 21 22 24 5'-11" C 25 25 26 I 7 11 6'-2" A Y-8" A 21 21 22 23 &•1" C 28 28 28 28 5'-9" C 27 27 27 27 7.5 3'A" A 7-5" A 19 27 22 24 S-8" C 25 25 [2� 212 5'•8" A 2'-5" A 21 21 21 23 5'$" C 28 28 2S 28 5'4" 27 27 27 27 8 3'6" A Y-3" A 19 20 22 23 &4" C 25 25 27vIl'1J S'-Y A 2'3" A 2121 21 23 54" C 28 2B 2B 28 5-'• 28 28 28 8.5 3'4' A Y-Y' A 19 2A 22 23 S-1" C 25 25 QF-QAL}�9 3'-2" A Y-1" A 19 20 22 23 4'-11' C 25 25 26 OCT Zo 2011 ICC ESR 1398(2009 IBC)10/11/2011 Page 30 of 60 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS 0.042"x3"x8'Box Beam Detail N30 Double 0.042"0•x8"Beam(Detail N25) Double 0.040"x2"x6.625"Beam Detail N25) 0_D42"x3"x8"Box Beam Detail 1430 Double 0.042"x3"xS'Beam Detail N25 Double 0.040"x2"xe.625"Beam Detail N25 TABLE 6.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 6.1 WAttahedreestanding or Attached Freestanding or AOached Freestanding or SWeture Multis an Units Structure Mullis an Units Structure Multis an Units ultis an Units Structure Multis an Units Structure Multis an Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIG POST POST MAXMAX POST LENGTH MAX MAX POSTLENGTH MAX MAX POST LENGTH SNOWWDTHSPACING REO'Q POST MIN FOOTER 6' ' 10' I12' PpST MIN FOOTLR 8- I 10• I 12' POST MIN FOOTER e' I to- I 12' SNOW WIDTH SPACIN REO'D POSTV 10- I 17 POST MIN DOT 8' I 10- I 12' POST MIN FOOTS V I 10' I 12. LOAD (FT) ON SLAB FOR SPACI POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS SPACING PpST 512E cpNSTRAINEO FOOTS LOAD (FT) ON SLAB FOR SPACINONSTRAINED FOOTER SPACIN POST SfzE CONSiRAfNEQ FOOTS SPACIN POST s2E CONS7iWNED FD07E(PSF) (FT) SLA9 (FT) TYPE 'd' 'd' "d' •d• IFTy TYPE 'd' "d' -d• "d" (FT) TYPE 'd" "d' "d" 'tl" L(PSF) (FT) SLAB IFT) 'd' •d" "d" (FT) YYPE 'd• "d' "d" "d" (FT) TYPE •d- 'd' 'd• 'd"in (in) in) (In (in) (in) tin) (in) tin) (in) pri) in) (in) (in) (in) In in in In (in) [in) (in) (in) 110 MPH EXPOSURE C NO MPH EXPOSURE B a 90 MPH EXPOSURE C 10 3 Z2'-8• A 61•5• A 20 26 28 29 IX-2" c 25 30 32 33 11'-0" B 24 28 30 32 3D 3 91-6' A 5'-9" A 18 23 25 26 11'-1" C 22 27 29 30 loW, C 21 25 27 28 LIVE 3.5 191-51 A 5'-9• A 21 25 27 29 11'-11 C 26 29 31 33 10'-1' 8 25 28 29 31 3.5 V-2" A 5-1•' A 18 23 24 28 10'-1" C 22 26 28 29 9'-3" C 22 25 27 28 LOAD 4 1714" A 5•-2' A 21 25 27 28 10'-3" C 26 29 31 32 914• C 25 27 29 31 4 7•-1• A 4'-T' A 1s 22 24 25 9'-0" C 23 26 27 29 8'•8" C 22 25 26 28 ONLY 4.5 1S-1" A V-6" A 21 24 26 20 9'-0" C 27 29 30 32 8'-8" C 26 27 29 30 4.5 6•-4" A 4•,7• A 18 22 23 25 V-7• C 23 25 27 28 7•.N'• C 22 24 26 27 5 13-7" A 4'4' A 21 24 26 27 V-10" C 27 28 30 31 1'.2• C 26 26 28 30 5 5'-81• A 3•A" A 18 22 23 24 V.B. C 23 25 27 28 T-s" C 23 24 25 27 5.5 12',1" A 4'1" A 21 24 25 27 8'•4" C 21 2I 29 31 T-T C 27 27 28 29 5.5 5-2' A T-6" A 18 21 23 24 7'•8" C 24 25 26 28 T-0" C 23 24 25 26 6 11'-4" A T-B" A 21 23 25 26 7'-10" C 28 2a 29 30 7'-Y C 27 27 28 29 6 4'-9" A T-Y A 16 21 22 24 7'4" C 24 24 26 27 6'-7" C 23 23 25 26 6.5 101-511 A T-5' A 22 23 25 26 7'-s" C 28 28 29 30 6'-11• C 27 27 27 29 6.5 4'4" A Y-0" A 1s 21 22 24 6'-8" C 24 24 26 27 V.3" C 23 23 25 26 7 W-W A 3'-3' A Z2 23 24 26 7'-1.. C 28 28 26 30 6'-7" C 27 27 27 29 1 4'-1• A 2'-1 Q' A 78 20 22 23 fi'4" C 24 24 25 27 5'-N'• C 24 24 24L2r] 6 7.5 9'-1• A T-0• A 22 22 24 26 6'-9" C 28 28 28 29 6'-3, C 28 2B 28 2B 7,5 3'A" A 7.8" A 18 2D 22 23 fi'•0" C 24 24 25 27 &-8" C 24 24 24B 8'-6' A 7-10" A 22 22 24 25 6•-5' C 28 28 28 29 fi'-0" C 28 2B 26 28 B 3•-0• A 7fw A 16 20 22 23 5'-9' C 24 24 25 26 5'-5" C 24 24 248.5 8•-0" A 2'-8" A 22 22 24 25 V-2" C 29 29 29 29 5'-9" C 28 28 28 28 8.5 T-4' A Yi" A 19 20 2i 23 S'�" C 24 24 25 28 S., C 24 24 24 9 7'-6" A 2'-7' A 22 22 24 25 5'.1 V c 29 29 29 29 1-7" C 29 26 28 2B 110 MPH FXP08URF C 9.6 7'.T .A 21-5" A 22 22 23 25 6-8" C 29 29 29 29 5'-4" C 28 28 28 28 30 3 91-6' A 5'-0" A 18 25 26 28 10•-D" 0 24 29 30 32 W-7 C 23 27 29 30 10 6'-9' A 2'-4" A 22 22 23 25 1-5" C 29 29 29 29 5'-21 C 28 28 28 28 3.5 8•-2' A 4'-S' A 19 24 26 27 91-1" C 24 28 30 31 8'4" C 23 27 20 30 11 1 S-2' 1 A I 2'-1" I A 1 22 1 22 1 23 1 24 5'0" C 1 29 1 29 1 29 1 29 11 4'-10" C 29 1 29 1 29 1 29 4 7'-1" A 31-111• A 19 24 25 27 8'•4" C 25 27 29 31 7'-8" C 24 26 26 29 110 MPH EXPOSURE B a 90 MPH EXPOSURE C 4.5 614• A T-7' A 19 23 25 26 T-V C 25 27 28 30 7'-2" C 24 26 27 29 20 3 11'-W A T-2' A 18 24 25 27 11'9" C 22 27 29 30 W.B.. B 22 26 27 29 5 5'-S" A 3'-3" A 19 23 24 26 7'-2" C 25 27 28 30 6'-B" C 25 25 27 29 LIVE 3.5 10'-2" A 5'-6" A 1B 23 25 26 10'-S" C 23 27 28 30 9'9" C 22 25 27 28 55 542' A 3'-D" A 19 22 24 26 6'-8" C 25 28 28 29 6'3" C 25 25 27 28 LOAD 4 641" A 4'-11' A 18 23 24 26 9'-11• C 23 26 28 29 9'-o' C 22 25 26 28 6 AIA' A T-9" A 20 22 24 25 V-3" C 26 26 2e 29 51-11" C 25 25 26 28 ONLY 4.5 71-11, A 41b" A 19 22 24 25 9'-7' C 23 26 27 29 8'-5" C 23 24 26 27 6 5 4•1" A 7-T• A 20 22 24 25 5-11' C 26 24 27 29 S'-71• C 25 25 26 28 5 T-1" A 4'-1' A 19 22 23 25 S".. C 24 25 27 28 7'-1V C 23 24 26 27 7 1 4'-1' 1 A I 2'-5' I A 20 1 22 1 23 1 25 11 5'-7" 1 C 26 1 28 1 27 1 28 11 V-4" C 1 25 1 25 1 26 1 27 5.5 V-5" A 3'-9' A 19 22 23 24 B'A'• C 24 25 27 28 T-5'• C 23 24 25 27 6 V-11" A 3'-6" A 19 21 23 24 T-7" C 24 25 26 28 71-01 C 24 24 25 27 OVER- TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 6.5 5'1' A 3-3' A 19 21 22 24 7'1" C 24 24 26 27 61-81 C 24 24 25 26 HANG PROJECTION OF SINGLE SPAN STUCTURES(FT) 51-1" A 3'-1• A 19 21 22 24 6'-10, C 25 25 26 27 6'4" C 24 24 25 26 (FT) a• 7' 8' 9• 10, N' 12• 13' 14' 15• IV 1T 18' 19• 20' 21' 22' 7.5 4'-9" A 2'-lV A 19 21 22 23 6'41'• C 25 25 z5 27 VA.. C 24 24 24 26 0' 3• 3.5' 4' 4.5' S' 5.5' 6' 6.6' 7' 7.S 6' 9.5' 9' e-5• to, 10.5, t1• 3 4'-5• A 7.9• A 19 20 22 23 6'-2' C 25 25 25 27 S-10" C 24 24 24 26 1 3.5' 4' 4.5' 5' 6.5' 8' B.5' 71 7.5' 8' 8.5' 9' 9%, 10' 10.5' 11' 11.57 9.5 4'1" A 2'-7" A 19 20 22 23 s-11" C 25 25 25 26 5•-7" C 25 25 25 25 2' At. nla 19. nla W. 6.51 7' 7.5' 8• 8.5' 9' 9.57 10• loS' 11' 11.5' 12' 9 3`11' A 2'-5• A 18 20 21 23 5'-8" C 25 25 25 26 V-4" C 25 25 25 25 3' nta Na Na Na nta Na Na nla Na Na 9.5' 10, lee, 11' 11.5' 12, 12.5' 9.5 3'A" A 2'�' A 1g 20 21 23 5'-5' C 25 25 25 26 5'-2" C 25 25 25 25 4' Na Ne Na Na Ma Na Na Na Na Na nla We Na n!a AID 12.5' 13' 110 MPH EXPOSURF C 20 3 111a0• A s-7' A 19 25 27 28 'D'-10" C 24 29 31 32 9'-10" C 24 26 29 31 TABLE 6.3 Post Requirements TABLE 6.4 Post Requirements for LIVE 3-5 10'-2' A 4'-11' A 20 25 26 29-10' C 26 28 30 32 9'-0• C 24 27 29 30 for Attached Single Sp an Structures Freestanding Structures or Multis an Attached Structures QAu 4 V-111 A 4'1" A 20 24 26 27 9'-0" C 25 28 30 31 B•-3" C 25 27 28 30 Post Description Max POST Delaii Post Description Maximum Max POST O.v-Y 4,5 T-1V A 4'-0" A 20 24 25 27 9'-4' C 26 27 29 31 7'-9' C 25 26 28 29 H t Code Foctino Hei ht I Code Detail# 5 71-1" A 31-8• A 20 23 25 26 T-9" C 26 27 29 30 7L3" C 25 26 28 29 Twin 0.062"x1.5"x1.5"Scroll 9' A JAC 0.041"x3"0"Steel Clover d= 20" 9' B N11.AH 55 6•-e" A 3-4' A 20 23 25 26 Ts' C 26 27 26 30 V-9• C 26 26 27 29 0.042"x3'x6"Aluminum Post 11' B N30 0.041"x3"x3"Steel Clover d= 21" 8' B N11,AH 6 S-11, A 3'-l" A 20 23 24 26 61•10" C 26 26 28 30 6s" C 26 25 27 28 0.024"Post with Side plates 12' B N16,BK 3/16"x3"0"Steel Square d= 28" 12' C N17.AG Bs 6'-5" A 7.11" A 20 22 24 25 F-e" C 27 27 28 29 V-r C 26 26 27 28 Clover 0.030"x3"x3"Alum 11' B N11.AH 3116"0"x3"Steel Square d= 28" 8' D N17,AG 7 5'4" A 7-0" A 20 22 24 25 F-7' c 27 27 27 29 51-9- C 26 26 26 z8 Clover 0.040"x3"x3"Alum 12' B N11•AH 1114""x3"x3"Steel Square d= 28" 12' D N17 AG 7,5 4•-9' A 2'-6" A 20 22 23 25 51-10, C 27 27 27 29 s-e• C 26 26 26 28 Colonial 0.062"Extruded 12' C AE 3/16"x4"x4"Ste Square d= 28" 12' E N17 AG 3 4•-Y' A 2'1" A 20 22 23 25 S-61 C 27 27 27 28 5•-3• C 27 27 27 27 0.041"x3"x3"Steel Clover 12' D N11,AH 112'X4"x4"6teiel$ uare d= 37" 12' D N17.AG as 4•-2" A 2•-3" A 21 21 23 25 5-3" C 27 27 27 28 V-0• C 27 27 27 27 0.041"x3'x3"Steel Clover 8' E Nil,AH 712'x4"x4"Steel S uare d= 31" IV D N17,AG 9 T-1 T' A 2'-2" A 21 21 23 24 S-l" C 27 27 27 28 4'-10" C 27 27 27 27 3116"xY)c3"Steel S uare 15' IN17,AG 9.5 T'4' A 2'-0" A 21 21 23 24 A'A 9' C 27 27 27 2B 4'-8' C 27 27 27 27 114""X3"x3"Steel S Uare 15' 1 N17 AG 10 T-6" A 1' A 21 21 23 24 4'-V' C 27 27 27 29 4'-6" C 27 27 27 27 3/16"x4"x4"Steel Square 16 1 J JN17.AG GENERAL INSTRUCTIONS FOR THESE TABLES 112"x4"x4"Steel Square 1 15' 1 K INI7.AGI ;"SSX0NA 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 6.1 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 5208 Tennyson Parkway (PATIO UNITS USE 1 D PSF MIN.COMMERCIAL UNITS 9.FIND THE O1C SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Plano,Texas 75024 USE 20PSF MIN) 10,USE THE APPROPRIATE DETAILS(NI-N35 orA=BM) 6 ff 9 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Carl Putnam, P.E. i ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 3441 Ivylink Place 61 0/zols� 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR SLAB T.DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg,VA 24503 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB e.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carhwtnaml®comcast.nel &CHOOSE A HEADER FROM THAT HAS ADEQUATE SLAB 9.FOLLOW 9.10 FROM ABOVE VI L 7.USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.1 SLAB 10-FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES �OFCAL1f�¢�`P OCT 20 2011 ICC ES 1398(2009 1BC)10/11/2011 Page 31 of 60 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA° 5.5"Extruded Fascia(Detail L California Extruded Fascia(Detail G) 0.041'x3"x3"Steel Clovereaf Detail W) 5.5"Extruded Fascia(Detail L California Extruded Fascia Detail G 0.041"x3"x3"Steel Cloverleaf Detail W TABLE 6.5 Attached Freestanding or Attached Freestanding or Attached Freestanding Or TABLE 6.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Mullis an Units Structure Mullis n Units Structure Mullis an Units Structure Multis an Units Structure Multis an Units Structure Multis an Units GROUND TRI9 POST POST MAXEO'D POST MIN MAX P05T LENGTH MAX MAX POST LENGTH MAX MAX POST LE1tNGTH GROUND TR83 POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW sr 10, 12' POST LOAD W(FT)H ONArING SLAB FOR SPACiN POST FSOI7ER CONSTI INED 10. IOOTE SPAC 12. T POtST F SIZER CONSTRAINED FOOTE SPACING POST FSDIZER CONSTRAINED FOOE LOAD wl(Fq ON SCAB FOR SPACING POST MIN Fsiizs CONSTRAINED DOTER SPACN PO MIN ST DOTER CONSTRAINED OOT SPACN POST t MINssZE CONSTRANED I 12. OOTE (PSF) (FT) SLAB (FT) TYPE 'd' "d' 'd' 'd' (FT) TYPE "d• -or -d- 'd" (FT) TYPE 'd' •d• 'd' "d' (PSF) (FT) SLAB (FT) TYPE 'd' 'd' 'd" "d- IFf) TYPE 'd" W W "d" (Fr) TYPE "d' %- 'd" "d' (in} tin) tint (In) tint Iin) in) (in) nl (in Gnl (in) (in) (in) I tint in In in in In inl (in) (in) (in 105 MPH EXPOSURE B or 85 MPH EXPOSURE C 110 MPH EXPOSURE 8 or 90 MPH EXPOSURE C 10 3 22'-0" A iv-8" A 21 21 23 24 114" A 21 21 22 23 9.10" A 20 22 23 25 25 3 11.4' A 10'-5" a 21 22 23 25 9'•9" B 21 21 22 23 7'-1(' A 20 21 23 24 LIVE 3.5 19'-6" A 10'-3" B 22 22 23 24 10'-9" B 22 22 22 23 9'-0" A 21 22 23 24 35 9'•8" A I,., C 22 22 23 24 81•11" B 21 21 22 23 T-1" B 20 21 23 24 LOAD 4 17'-0" A 9'-11" 6 22 22 22 24 1(•2" B 23 23 23 23 V-3" A 21 21 23 24 4 8'•6" A 8'-111' C 22 22 23 24 8'•3" C 22 22 22 23 6'4P' B 20 21 22 24 ONLY 4,5 15'-1' A 9-8' B 23 23 23 24 91" B 23 23 23 23 7'-B" A 21 21 22 24 4.5 111. A 1.4" C 23 23 23 24 T•9" C 22 22 22 23 e'-1" B 20 21 22 23 5 13'•T A 9'-5' a 24 24 24 24 e'-11" B 23 23 23 23 711' B 22 22 22 23 5 B'•9' A T•10" C 23 23 23 23 71•3" c 23 23 23 23 1.,., 8 21 21 22 23 5.5 12'4" A 9'-2' C 24 24 24 24 8'-B" B 24 24 24 24 9.9" B 22 22 22 23 5.5 6'-2" A 7'-5" C 23 23 23 23 6'-11" C 23 23 23 23 5'-3" B 21 21 22 23 6 11'4" A 6.4. C 25 25 25 25 8'-1" C 24 24 24 24 6.4" B 22 22 22 23 6 5A" A 7'•0" C 24 24 24 24 6'-6" C 23 23 23 23 5'-0" B 21 21 21 23 65 IV-5" A B•4' C 25 25 25 25 T-9" C 24 24 24 24 6'-0" B 22 22 22 23 6.6 5.2" A 6'•8" C 24 24 24 24 6'-3" C 23 23 23 23 4-8" B 21 21 21 23 7 91-8' A 81-c" C 2S 25 25 25 7'-5" C 25 25 25 25 5.9" B 23 23 23 23 7 4'-1(' A 6'"5" C 24 24 24 24 6'-0' C 24 24 24 24 4'-6" 6 21 21 21 22 7.5 9'-1' A T-8" C 25 25 25 26 T-1" C 25 25 25 75 5'-6' B 23 23 23 23 7.5 4'-fi" A S-2' C 24 24 24 24 5'-9' C 24 24 24 24 4'-3' B 22 22 22 22 8 81-6" A T4" C 26 26 26 26 6'-1C" C 25 25 25 25 6'-3" B 23 23 23 23 8 4'-3" A 5'-11" C 25 25 25 25 V-6' C 24 24 24 24 4'"1" C 22 22 22 22 8.5 8'-0' A 7'-1" C 26 26 26 26 6'-T' C 25 25 25 25 5'-0" B 23 23 23 23 8.5 4'-tY A 6'�" C 2S 26 25 25 54' C 24 24 24 24 3'"14' C 22 22 22 22 9 T"6' A T-10" C 26 26 26 26 6'-5" C 25 25 25 25 4•-10" B 23 23 23 23 9 3'-9" A 9.9' C 25 25 25 25 5'-l" C 24 24 24 24 3'-9" C 22 22 22 22 9.5 T-2' A e'49' C 26 26 26 26 6'-2' C 26 26 26 26 4'-8' B 23 23 23 23 9.5 T-7' A 54" C 25 25 25 25 4'-11" C 25 25 25 25 Y.7" C 22 22 22 22 1a 6'-9' A V-5" C 26 26 26 26 ".. C 26 26 26 26 443• B 23 23 23 23 110 MPH EXPOSURE C 11 V-2" A 6'-1" C 27 27 27 27 6-8" C 26 26 26 26 4'•2' B 24 24 24 24 25 3 11'4' A 9.S' C 23 23 25 26 8'A" a 23 23 23 25 T-0" 8 21 23 25 26 12 5'-8' A 5'-9" C 27 27 27 27 5'4" C 26 2fi 26 26 T-11" C 24 24 24 24 3.5 9'-8" A 9.8" C 24 24 24 26 B'A" C 23 23 23 25 6'd" a 21 22 24 26 13 5'-2" A 5'-6' C 27 27 27 27 5'1" C 27 27 Z7 27 3'•9' C 24 24 24 24 4 SrW A 9.9' C 24 24 24 26 1-5" C 24 24 24 24 V-9' 6 22 22 24 25 105 MPH EXPOSURE C 4.5 7141" A T-9' C 25 25 25 25 6'-11• C 24 24 24 24 5.4' B 22 22 23 25 10 3 22'-8" A 9"A" B 23 23 24 26 10'•7' B 23 23 24 25 B=9" A 22 23 25 25 5 6'-9" A T-0" C 25 25 25 25 V-6" C 24 24 24 24 641 B 22 22 23 25 LIVE 3,5 19'-5" A 9'-5" B 24 24 24 26 9.9" B 24 24 24 25 7'-11• A 22 23 25 26 5.5 o-2" A 6'-8" C 25 25 25 25 9.2" C 25 25 25 25 B 23 23 23 24 LOAD 4 1T-0" A 9'-2" B 25 25 25 26 9-1" S 24 24 24 25 7'-3" B 23 23 24 26 6 6'-8" A 8'-3" C 26 26 26 25 5.10" C 25 25 25 25 44" S 23 23 23 24 ONLY 4.5 15'-1" A 8'-10• C 25 25 25 25 9-6" C 25 25 25 25 6'-9" B 23 23 24 25 6.5 5'-2" A 8'-0" C 26 26 26 26 5'-Y C 25 26 25 25 4'•2" B 23 23 23 24 5 13'.7" A 8'-61 C 26 26 26 26 8'-D" C 25 25 25 25 V-3" 9 23 23 24 25 7 4'-10" A 51-9" C 26 26 26 26 6'4' C 26 26 26 26 3'-11" B 23 23 23 24 5.5 12'4" A 8'-2• C 26 26 26 26 T-7^ C 26 26 26 26 $'"11" B 24 24 24 25 7.5 4'{• A 5'-0' C 26 26 26 26 5'-1" C 26 26 26 26 3'-9" C 23 23 23 24 B 11'4' A T•9" C 27 27 27 27 T-2" C 26 26 26 26 5'-7" B 24 24 24 25 8 4'J• A T-3' C 27 21 27 27 4'-11" C 26 26 26 26 3'-7" C 23 23 23 24 6-5 1(-5" A T-5• C 27 27 27 27 9.11" C 26 26 26 26 5'-3" B 24 24 24 24 8.5 4'-0• A 5'"1" C 27 21 27 27 4'-8" C 26 26 26 26 3'-5" C 2.3 23 23 24 7 9'-8- A T-I" C 27 27 27 27 9-T C 27 27 27 27 S-V B 24 24 24 24 9 3'•9" A 4'417" C 27 27 27 27 41•61 C 26 20 26 26 T-3" C 24 24 24 24 7.5 o.I- A 6'-10' C 27 27 27 27 94^ C 27 27 27 27 4'-9^ B 24 24 24 24 9.6 3'-T A 4'-S" C 27 27 27 27 4'-6' C 26 26 26 26 3'-1^ C 24 24 24 24 8 81-6" A 6'-8' C 28 28 28 28 V-1" C 27 27 27 27 4'-7- B 25 25 25 25 100 MPH EXPOSURE B ar 8.5 8'-0" A T4' C 28 28 2B 26 5'-10" C 27 27 27 27 4'-5• B 25 25 25 25 30 3 9-S' A 1(-7 B 20 21 22 23 905' B 19 19 21 22 T-7" A 18 20 22 23 9 THS" A V-1- C 28 28 28 28 S•8" C 27 27 27 27 4'-2" C 25 25 25 25 3.5 6'-2" A 94" C 20 20 22 23 8'$" B 20 20 21 22 61•11" B 19 20 21 23 9.5 T-2" A F-11" C 28 28 28 26 5-6" C 28 28 26 28 4'.1" C 25 25 25 25 4 T-1" A e'-0" C 21 21 21 23 8'-0" C 20 20 20 22 6'4" B 19 20 21 22 10 9-9" A 5'-e' C 28 28 28 26 54" C 28 28 28 26 T-11" C 25 25 25 25 4.5 614" A 8'"1" C 21 21 21 22 7'.6" C 21 21 21 21 5'-19' B 19 19 21 22 11 6'-2" A 54" C 29 29 29 29 S-9' C 25 28 28 28 7.9' c 25 25 25 25 5 V.8" A T•T' C 21 21 21 22 I'll, C 21 21 21 21 5'-5" 8 19 19 21 22 12 5'-8• A 5'-1" C 29 29 29 29 W4 C 28 28 28 28 J'-5" C 26 26 28 26 5.5 5'-2" A T-2' C 22 22 22 22 6'-B" C 21 21 21 21 5'•1" B 19 19 20 22 13 5'-2" A 4'-10' C 29 29 29 29 4'-6" C 29 29 28 29 "1" C 28 26 26 26 6 4'A" A 8'-19' C 22 22 22 22 8'4" C 21 21 21 21 4--1(' B 20 20 20 22 t 10 MPH EXPOSURES or 90 MPH EXPOSURE C 6.5 4'4" A 9.6' C 22 22 22 22 6'•1" C 22 22 22 22 4'-7' B 20 20 20 21 1D 3 22'-8• A 1D'-5" A 21 22 23 25 IV 1" B 22 22 22 24 9-5" A 21 22 24 25 7 4'-1" A 9.3" C 22 22 22 22 5'•9" C 22 22 22 22 1-4 B 20 20 20 21 LIVE 3.5 19'-51 A 1U-0" B 22 22 23 24 10'E" B 23 23 23 24 9.7" A 21 22 23 25 7.5 3'-9' A 5'-11" C 23 23 23 23 5'•T' C 22 22 22 22 4'•1" B 20 20 20 21 LOAD 4 17'-0' A 91-e" a 23 23 23 24 ow' B 23 23 23 23 7'-11" A 21 22 23 24 8 3'B' A 5'-9' C 23 23 23 23 5'4' C 22 22 22 22 T-11" B 20 20 20 21 ONLY 4,5 15'-1" A 9'-5" B 24 24 24 24 9'-2" B 23 23 23 23 T4' A 22 22 23 24 8.5 3'4" A 5.9' C 23 23 23 23 5'-2" C 22 22 22 22 3'-9" C 20 20 as 21 5 13'•7" A 9.2" C 24 24 24 24 8'-7" B 24 24 24 24 &A 01 B 22 22 22 24 9 3'-2' A 5'4" C 23 23 23 23 4'•11" C 23 23 23 23 3'-7" C 2D 20 20 21 5.5 12'4" A S,9" C 25 25 25 25 8'.2" C 24 24 24 24 6'-5' B 22 22 22 24 100 MPH EXPOSURE C S�a 6 11'4" A 814- C 25 25 25 25 7'.9" C 24 24 24 24 6'-1' B 23 23 23 23 30 3 B'-6' A 9'-5" C 22 22 24 25 8'-91 B 21 21 22 24 6.5 10'-5" A V-0' C 25 25 25 25 7'"S" C 25 25 25 25 5'-91 B 23 23 23 23 3.5 8'-2" A B'-9' C 22 22 23 25 8'-0' C 22 22 22 24 �y� t��L �•y� 7 9'•8" A 71-8' C 26 26 26 26 7'-1" C 25 25 25 25 5146" B 23 23 23 23 4 7%11 A W-91 C 23 23 23 24 71•5" C 22 22 22 t`JT• (� 7.5 9'-11 A 7'4' C 26 26 26 26 VAD' C 25 25 25 25 5'-3" B 23 23 23 23 45 6'4' A 7.6" C 23 23 23 24 6'"11" C 23 23 23 3 8 8'-6• A 7'"Y C 26 26 26 26 9"7" C 25 25 25 25 5'-0• B 23 23 23 23 5 5'-8" A TA" C 23 23 23 24 6'-B" C 23 23 23 23 6 ray 8.5 6'-0- A 9.10" C 26 26 26 26 $4" C 26 26 26 28 4'-9" B 23 23 23 23 5.6 5'-2" A 6'd" C 24 24 24 24 6'"2' C 23 23 23 23 a 9 Tfi" A 6'-7" C 27 27 27 27 6'-1" C 26 26 26 26 4'-7" B 24 24 24 24 B 4'"9- A 6'•3" C 24 24 24 24 5'-10" C 23 23 23 23 fit 01 01 9 5 T•2" A 6'4" C 27 27 27 27 5'-1 t" C 26 26 26 26 4'"6" a 24 24 24 24 65 1 A 6'-(' C 24 24 24 24 V-7" C 24 24 24 10 6'-9' A 6'•2" C 27 27 27 27 ". C 26 26 26 26 4'-3" B 24 24 24 24 7 4--1" A 5'•9' C 24 24 24 24 5'4" C 24 24 24 11 6'-2' A 5'-10' C 27 27 27 27 5'-5" C 27 27 27 27 4'•0" B 24 24 24 24 7.5 T•9" A 5'-6" C 25 25 2S 25 5'-1" C 24 24 24 12 5'"e" A 5'-5' C 28 28 28 28 5'-2' C 27 27 27 27 3'-9" C 24 24 24 24 B 3'•6- A 5'-3" C 25 25 25 25 4'•11" C 24 24 24 13 V. A 5'-3" C 28 28 28 28 4'-11" C 27 27 27 27 T-B" C 24 24 24 24 8.5 314" A 5'•1' C 25 25 25 25 4'-8" C 24 24 24 F01tCALIFC�� 9 3•.2• A 4'•10" C 25 25 25 26 4'fi" 25 25 25 25 OCT 20 2011 ICC ESR 1398{2009 IBC}1011112011 Page 32 of 60 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: 5.5"Extruded Fascia(Detail L) California Extruded Fascia(Detail G) 0.041"x3"x3'Steel Clo deaf Detail W ,.5"Extruded Fascia(Detail L) California Extruded Fascia Detail G 0.041'x3"x3'Steel Cloverleaf Detaii W TABLE 6.5 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 6.5 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Mullis n Units Structure Mu1Us n Units Structure Mults an Units Structure Multis an Units Structure Multis an Units Structure Mullis an Units GSNOWD WID7H IB SPAC NG REt]'D POST MIN FOp7ER MAX e. iOSp LENGTH 7 L MIN FOOTER �MAX i05T0LENGTH 12- POST MIN FDOTER BAxIOS..i GTH GROUND W WIDRIS TH SPACI REOU POST MIN FOO POST POST MAX 8 I MAX S10'EI 12, PNGTH OST MIN FOOTE 6Ax I POST OLEIr'12' OST MIN FTH MAX OO7E B' IO$bL i 72 LOAD (FT) ON SLAB OR SPACI POST SIZE CONSTRAINED IFOOTE POST SIZE CONSTRAINED FOOTE SPACING POST SIZE CONSTRAINED FOOTS LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FODTER SPACIN POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS (PSF) (FT) SLAB (FT! TYPE "Ir 'd' 'd• .1TYPE -d- -d- •e' 1. (FT) TYPE 'd' 'd" 'd' 'd' (PSF) (FT) SLAB (FT) TYPE -d" -d" 'd- 'd" I TYPE 'd- "d" 'd' 'd" (FT) TYPE "Ir 'd- f0 (in) tin) lint W1 pnl (in) fn) fnl (in) On) (in) in) (in) (In) {in) In tiny pnJ Urt tin) in Inl tin) 110 MPH EXPOSURE C 110 MPH EXPOSURE 8 or 90 MPH EXPOSURE C 10 3 27-8' A 9•-7" B 23 23 25 26 101-71 B 24 24 24 25 8•4" A 22 24 25 27 30 3 T-6" A 9`11" C 21 21 23 24 9'-2- 9 21 27 22 23 T-5" B 19 21 23 24 LIVE 3.5 19'-5" A 9'-3" B 24 24 25 26 T-2" B 24 24 24 25 7.4" A 23 23 25 28 3S 8'•2" A 9'-l" c 22 22 23 24 8'-5- B 21 21 2t 23 6'$" B 19 21 22 24 LOAD 4 17'.0" A W-0" C 25 23 25 26 8'$'• B 25 23 25 25 61-91 B 23 23 24 26 4 7'-1' A e'-5" C 22 22 22 24 7'-10" C 21 21 21 23 6'-2" B 20 21 22 23 ONLY 4.5 16-1" A 8'-7• C 26 26 26 26 81-0" C 25 25 25 25 V-3" B 23 23 24 26 4.5 6'4' A T-10" C 22 22 22 23 74" C 22 22 22 22 5'-8" B 20 20 22 23 5 13'-7" A 8'-11 C 26 26 26 26 7'-6" C 26 26 26 26 5'-1V B 24 24 24 25 5 V-e• A 71-T C 23 23 23 23 61-111• C 22 22 22 22 5'-3" B 2D 20 22 23 5.5 12'4' A 7'-8" C 27 27 27 27 T-l" C 26 26 26 26 51-8" B 24 24 24 26 5.5 5'-Y A T-T C 23 23 23 23 6'-6" C 22 22 22 22 4'-11" B 20 20 21 Z3 6 11.4• A T-3" C 27 27 27 27 BA• C 26 26 26 26 5'-T B 24 24 24 25 6 a•-9• A 61-8" C 23 23 23 23 V-2" C 23 23 23 23 4'-8" B 21 21 21 23 6.5 10'.5• A 6'-11" C 27 27 27 27 V-S' C 26 26 26 26 4•-11" B 24 24 24 25 6.5 d•4" A 5'4" C 23 23 23 23 5'-11" C 23 23 23 23 4•-5" B 21 21 21 22 7 91$" A V-7' C 27 27 27 27 6'-T C 27 27 27 27 4'-81• B 24 24 24 24 7 1 4'-1• A e'-O' C 26 24 24 24 3'-7" C 23 23 27 23 4'-2'• B 21 21 21 22 7.5 9'-11 A 6'4" C 28 28 28 28 5'-11" C 27 27 27 27 4.,F 8 25 25 25 25 7.5 3'-9' A 5•-9" C 24 24 24 24 51-5" C 23 23 23 23 4'-0'• C 21 21 21 22 8 S'-8• A 6•-1• C 28 28 2a 28 5'-8" C 27 27 27 27 4.3• B 25 25 25 25 8 3'�" A 5-7" C 24 24 24 24 5'-2" C 24 24 24 24 3'-9" C 21 21 21 22 8.5 a'-0' A V-10' C 28 28 28 28 5'-6" C 27 27 27 27 4'4Y B 25 25 25 25 8.5 V41' A 5'4" C 24 24 24 24 5'-0" C 24 24 24 24 3'-7" C 21 21 21 22 9 T$' A 5'-0" C 28 28 28 2B 5'.3" C 28 26 28 28 31-10•' B 25 25 25 25 110 MPH EXPOSURE C 9.5 71.2• A 5'-6" C 29 29 29 29 51-1" c a8 28 28 28 3'.S• B 25 25 25 25 30 3 W-V A 9'-D" C 23 23 25 26 8'4" B 22 22 23 25 6'-7^ B 21 23 24 26 10 6'-9• A 5'4" C 29 29 29 29 4'-11' C 28 28 28 28 3'-7' C 25 25 25 25 3.5 8•-Y A B'-3" C 23 23 24 26 7'-8" C 23 23 23 25 V-D" B 21 22 24 25 11 6'-2" A 5.0" C 29 29 29 29 4'-8" C 2B 26 26 28 3'4" C 25 25 25 25 4 T-1" A 7'-8" 0 24 24 24 25 1.,. C 23 23 23 24 51-6" B 21 22 Z4 25 110 MPH EXPOSURE 8 or 90 MPH EXPOSURE C 4.5 6.4" A 7'-1' C 24 24 24 25 6'-T C 24 24 24 24 5'-1" 8 22 22 23 25 20 3 11'-10" A 10'-5" 8 21 22 23 25 9'-9" B 21 21 22 23 7'-10" A 20 21 23 24 5 5-4. $ T'A 6' " C 25 25 25 25 3• C 24 24 24 24 4'-B" 8 22 22 23 25 LIVE 3,5 10'-2" A I.,. 0 22 22 23 24 8'-11" B 21 21 22 23 7'-1' B 20 21 23 24 5.5 5a" A 6-4" C 25 25 25 25 5'-10" C 24 24 24 24 4'-5" B 22 22 23 24 LOAD 4 8'-11" A 8'-11" C 22 22 23 24 ea" B 22 22 22 23 6'$" B 20 21 22 24 6 4". A 6-T C 25 25 25 25 51.7• C 25 25 25 25 4'-l" S 22 22 23 24 ONLY 4.5 7AI' A 14" C 23 23 23 24 T-9" C 22 22 22 23 6'-1' B 20 21 22 23 6.5 4'4" A S'$" C 25 25 25 25 14'1 C 25 25 25 25 3'-11•' C 22 22 22 24 5 71-1' A T-10" C 23 23 23 23 TJ• C 23 23 23 23 51-8" B 21 21 22 23 1 7 1 4.4- A 6-5" C 26 26 26 1 26 11 64" 1 C 25 26 1 25 23 11 3'-&' 1 C 1 23 1 23 1 23 1 24 5.5 61S' A 71-5" C 23 23 23 23 6'-11" C 23 23 23 23 5-3" B 21 21 22 23 6 5'-11" A T-0" C 24 24 24 24 G-6" C 23 23 23 23 5-0" B 21 21 21 23 OVER- TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 6.5 5-6" A 6.8" C 24 24 24 24 6'-3" C 23 23 23 23 4'$" a 21 21 21 23 HANG PROJECTION OF SINGLE SPAN STUCTURES(M 7 51-1' A 6'$' C 24 24 24 24 G-0" C 24 24 24 24 4'-6" B 21 21 21 22 (FT) 6' 7' S' 9' 11Y 11' 12' 13' 14' 16 16' iT Is, 19, 20' 21' 22' 7,5 4•-9' A 6'-2" C 24 24 24 24 s-9" C 24 24 24 24 4'-3' B 22 22 22 22 0' 3' 3.5' 4' 6,5' 5' S.51 6' GV T 75' 8• 8.5, 9• 9.5' 1b 10.5' 11' 8 4•-5- A 5-11' C 25 25 25 546' C 24 24 24 24 4'-1" B 22 22 22 22 1. 3.5' 4' 4.5' 5' S.S 6' 6.5' T 7.5' 8' 6.5' 9' 9.5' 10, 10.6 11' 11.51 8.5 4'-2' A 5'$' C 2 25 25 25 S4•' C 24 24 24 24 T-1 l' B 22 22 22 22 2' n/a Na Na Na nla &T 7' 7.5' 8' &V 9' 9.5' 10' 1"T 11' 11,5' 12' 9 3'-i I. q s'-6" C 25 25 25 25 S-1" C 24 24 24 24 3'A" C 22 22 22 22 n/a Na Na n/a Na a. nla No '10 Na 9.6' 10' 1D.5' 11' 11.5' 12' 12.5' 9.5 3'-9" A 5'-4 C 25 25 25 4'.11' C 2� 25 25 25 3--7" C 22 22 22 22 a' No Na Na No Na nra n!a n1a nNa Me W. n7a Na Ma Na 12,5' 13' 110 MPH EXPOSURE C 20 3 11'-to" A 9'-7" C 23 23 25 26 9'-0" B 23 23 24 25 T•2" B 21 23 25 26 TABLE 6.3 Post Requirements TABLE 6.4 Post Requirements for LIVE 3.5 W-71 A B'-10" C 24 24 25 26 8'.3" C 23 23 23 26 6'$' B 22 23 24 26 for Attached Single Sp an Structures Freestanding Structures or Multis an Attached Structures LOAD 4 V-11" A 8'-2" C 24 24 24 26 7'-8" C 24 24 24 24 51-11' B 22 22 24 25 Post Description Max POST Detail Post Description Maximum Max POST ONLY 4,5 71-11" A T$' C 25 25 25 25 T-Y' C 24 24 24 24 s•4i" B 22 22 24 25 H 1 Code Fooling Height Code Detail ld 5 F.I. A 7-2" c 25 25 25 26 V.8" C 25 25 25 25 5'-1• B 23 23 23 25 Twin0.062'x1.5"x1.5"Scroll 9' A Ac 0.041'x3"4"Steel Clover d= 20" 9' B Nil AH 55 6•-s A 6'-10" C 26 26 26 26 64, C 25 25 26 25 4'.9" B 23 23 23 25 0.042"x3"x8'Aluminum Post 11' B N3U 0,041"0"x3"Steel Clover d= 21" 8' B Nil,AH 5 5'-11" A 61-51 C 26 26 26 26 8141 C 25 Z5 25 25 4'$' 8 23 23 23 24 0.024"Post with Side laces 12' B Nth.BK 3116"x3"x3"Steel Square d= 28" *ZIE N17,AG 6.5 V.S., A V.2" c 26 26 26 26 5'-9" C 25 25 25 25 4'-3" 8 23 23 23 24 Clover 0.030"x3"x3"Alum 11' B NI 1.AH 3116'x3"x3"Steel Square d= 28" NJ 7,AG 7 5'-1• A 5.10' C 26 26 26 26 5-V C 26 26 26 26 4•-b' c 23 23 23 24 Clover0.040"x3"x3"Alum 12' B Ntr AH IM"'x3'x3"Steel s uare d= 28" N17,AG 7.5 4'-9" A 5-7• C 27 27 27 27 5-3" C 26 26 26 26 31-10' C 23 23 23 24 Colonial 0.062"Extruded 12' C AE 3115k4"x4"Steel Square d= 28" N17,AGa 4'-5• A s-s- C 27 27 27 27 5-0" C 26 26 26 26 3$' c 24 24 24 24 0.041"x3"x3"Steel Clover 12' D N11 AH 112"x4"x4'Steel S uare d= 37" N17,AGas 4.2" A 5'-2" C 27 27 27 27 4.1b' C 26 26 26 26 Y-6" c 24 24 24 24 1 1"x3"x3"Steel Clover 8' E N11.AH 112"x4"x4"Steel S uare d- 31" N17,AG 9 3'-17" A 5'-0' C 27 27 27 27 4'-81' 116"C 27 27 27 27 3'4" C 24 24 24 24 3x3'x3"Steel S" uare 17 H N17,AG 9.5 Y-9' A 4•.10" C 27 27 27 27 41" C 27 27 27 27 V-3" C 24 24 24 24 1/4""x3"x3'Steel$ uare 15• 1 N17,AG 10 1 T-6" I A 4'-8' 1 C 28 26 1 28 1 28 11 4'-4" C 27 1 27 1 27 1 27 11 T-1" 1 C 1 24 1 24 1 24 1 24 1 3116'x4"x4"Steel Square 16 J NJ it AG GENERAL INSTRUCTIONS FOR THESE TABLES 1/2"x4'x4"Steel S uare 15' K N17,AG CJSj��N 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN 2. CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 6.5 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products QQ' C74�L\p( 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 5208 Tennyson Parkway l (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS 9.FIND THE 01C SPACING OR 4 OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Plano,Texas 75024 USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS(NI-N35 orA-BM) 681 9 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Carl Putnam,P.E. I ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 3441 lvylink Place * 3/30� oil S. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg,VA 24503 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB 8.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cartoutna 10comca_st. ee1 6.CHOOSE A HEADER FROM THAT HAS ADEQUATE SLAB 9.FOLLOW 9.10 FROM ABOVE Vit- POST ATE FOOTER SIZE SHOWN IN TABLE 8.5 SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET 613 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES 7. USE T FOF CALIFCF`�\P OCT 20 2011 ICC ESR 1398(2009 IBC)10/11/2011 Page 33 of 60 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS Classic Extruded Fascia Detail H) Alaskan Extruded Fascia Detail K) Double Steel Goverlea( Detail AA Classic Extruded Fascia(Detail H) Alaskan Extruded Fascia Detail K) Double Steel Cloverleaf Detail AA TABLE 6.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 6.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multis an Units Structure Mullis an Units Structure Mullis n Units Structure Multis an Units Structure Muftis an Units Structure Multis an Units MAX GROUND WIDTH POST POST MAX MAX 1 10 L 1 12 POST M1N FOO7ER V POSTLENGTH 1 G12. POST MIN r-0OTER s.MAX I050LENGTH I17 GROUND SNOW WIDTH SPAC N REO'D POST MIN FOOTE a, I POST LENGTH 1 12 POST MIN FOOTE 8. 1 POST LENGTH C'12' POST MIN FOOTE as I POST 10'LENGTH 12' SNOW WIDH SPACING REO'D POST IN FOOTER 8' E LOAD (FT) ON SEAS FOR SPACINGPOST 517E CONSTRA.NEDFOOTE SPACINGPOST SIZE CONSTRAINED FOOTE SPACING POST SIZE CONSTRAINED FOOTE LOAD (FT) ON SLAB FOR SPACIN POST S1ZE CONSTRAINED FOOTER SPACINGPOST SIZE CONSTRAINED FOOTE SPACIN POST SIZE CONSTRAINED FOOTE (PSF) (FT) SLAB (FT) TYPE 'd" -d- "d" -d- (F7) TYPE 'd -d' "d- "d" (FT) TYPE 'd' "d- -d- 'd (PSF) (FT) SLAG (FT) TYPE "d' 'd' 'd 'd- (FT) TYPE ^d' 'd' "d' "d' (Fit TYPE 'd "d (in) lino (in) (in) fin) W tin) (in1 (in7 (n) (In) tin) fin) lint in) (in) In (in) (in) (ln (in) (in) 105 MPH EXPOSURE B or 85 MPH EXPOSURE C %to MPH EXPOSURE 6 or 90 MPH EXPOSURE C 10 3 22'-8" A 14'2" 6 23 23 24 26 12'-4" 0 22 22 23 25 12.10" B 22 23 25 26 25 3 1V4^ A 12'-6" C 23 23 24 26 10'-10" a 22 22 23 25 1Y•3" C 22 23 25 26 LIVE 2.5 19-5" A 1X-6" S 24 24 24 25 11'-9" 8 23 23 23 24 12'-2' B 23 23 24 26 3.5 9'4" A 11'•11" C 24 24 24 25 10'4" C 22 22 23 24 10'.9" C 23 23 24 28 LOAD 4 17'-0' A 12-11" C 25 25 25 25 11'-2" S 23 23 23 24 111-8" B 24 24 24 26 4 81•6' A 1114" C 24 24 24 25 9'-8' C 23 23 23 24 10.3" C 23 23 24 26 ONLY 45 15'-1" A 12-5" C 25 25 25 25 10'-9" C 24 24 24 24 1T-2" C 24 24 24 25 4.5 T•6" A 10'.11" C 25 25 25 25 9'-1' C 23 23 23 24 9'-10' C 24 24 24 25 5 13'-7' A 1".. C 26 26 26 26 Wr6l C 25 25 25 25 10'-10' C 25 25 25 25 5 6'-9' A 10'.7' C 25 25 25 25 61•7' C 24 24 24 24 9'-6" C 25 25 25 25 5.5 124" A 11'-7" C 26 26 26 26 9'-11" C 25 25 25 25 10'-6" C 25 25 25 25 5.5 6'-2' A 10-3" C 26 26 26 26 1.,. C 24 24 24 24 S.V C 25 25 25 25 6 114" A 11'3" C 27 27 27 27 9'-e" C 25 25 25 25 10-2" C 25 26 26 26 6 5'6" A 9'-11" D 27 27 27 27 7'-9" C 25 25 25 25 8'.11" C 26 26 26 26 6.5 10'-5" A N'-0" C 27 27 27 27 9'-1" C 26 26 26 26 9'-11" C 25 26 26 26 6.5 5'.2" A 9'-e" 0 27 27 27 27 7'-5' C 25 25 25 25 8'-9" C 26 26 26 26 7 91-8' A 106" C 28 2a 28 28 8'-9" C 26 28 26 26 9'-0" C 27 27 27 27 7 4.10- A 9'-5' 0 27 27 27 27 7'-T C 25 25 25 25 8'-6" D 27 27 27 27 7.5 9'-1' A 11 C 28 28 28 23 8'-5" C 26 26 26 26 9'-5" C 27 27 27 27 7.5 4.6" A 9'-2" 0 28 28 28 28 6'•11' C 25 25 25 25 8'•3" D 27 27 27 27 8 8'6" A 10-3' C 29 29 29 29 ".. C 26 26 26 26 9'4' C 28 28 28 28 a 4'-3' A 9'-0" D 28 28 28 28 6'4' C 26 26 28 26 6'-0" 0 27 27 27 27 8.5 6'6" A 10-0" D 29 29 29 29 74V C 27 27 27 27 9'-1" C 28 26 28 28 8.5 4'-0" A 8'110" D 29 29 29 29 6'.5" C 26 26 26 26 T-9" D 27 27 27 27 9 rb" A 7-10" D 29 29 29 29 T-7" C 27 27 27 27 9'-11" C 28 28 28 28 9 3'.9" A 8'.8" D 29 29 29 29 6'3" C 26 28 25 26 T•6" D 28 28 28 28 0.5 7'-r A 9'E" D 30 30 30 30 T•5" C 27 27 27 27 8'-5" C 29 29 29 29 9.5 3'-r A a-6" D 29 29 29 29 6'4" C 26 28 26 26 T.4" D 28 28 20 28 10 6'-9' A 9'-6- D 30 30 30 30 7".2" C 27 27 27 27 8'-7" D 29 29 29 29 110 MPH EXPOSURE C 11 6'-2' A 9'-2' D 31 31 31 31 6110' C 28 28 26 2c 81 D 29 29 29 29 25 3 11'-4' A 11'-9" C 25 25 26 28 10'-7• C 24 24 25 26 te'-T' C 24 25 26 28 12 5'6' A 8'-11" D 31 31 31 31 61-fi" C 28 28 28 28 7'-10" D 3D 30 30 30 35 9-V A 11'-2" C 26 26 26 27 "1 C 24 24 25 26 IVA" C 25 25 26 28 13 S-2' A 8'a" D 32 32 32 32 6'-2' C 28 28 28 28 7'"6" D 30 30 30 30 4 6'-6' A 10'-e" C 27 27 27 27 8'A" C 25 25 25 26 9-T' C 26 26 26 27 105 MPH EXPOSURE C 4.5 7'6" A 10'3" C 27 27 27 27 8'-3" C 25 25 25 26 9'-3' C 26 26 26 27 10 3 22'6" A 131-7 C 25 25 26 28 11'6" a 24 24 25 26 12'47' 8 24 25 26 28 5 61•9" A V-11" D 28 28 28 28 7'-9" C 26 26 26 26 8'd1" C 27 27 27 27 LIVE 3.5 19'-5" A 12'-r C 26 26 26 27 10.11" C 25 25 25 26 I1'-4" C 25 25 26 28 55 6'•2' A 9'-7" D 29 29 29 29 7'•5" C 26 26 28 26 86" C 28 26 2e 28 LOAD 4 1TA" A IT-O' C 27 2T 27 27 10-S" C 26 28 26 26 10.10" C 26 26 26 27 6 5'-0" A 9'4" 0 29 29 29 29 7'-0" C 27 27 27 27 8'-5" D 28 28 28 211 ONLY 4.5 15'-1" A 111•7" C 28 29 28 28 9-11" C 26 26 26 26 10.5" C 27 27 27 27 6.5 5'-2' A 9'-1" 0 30 30 30 30 6'•9' C 27 27 27 27 8'-1" D 29 29 29 29 5 13'-7' A 11'12" C 28 28 28 28 8'-5" C 27 27 27 27 10-1" C 27 27 27 27 7 4'40' A 61-10" D 30 30 30 30 V-5" C 27 27 21 27 TA" D 29 29 29 29 5.5 174' A 10-10" C 29 29 29 29 V-11" C 27 27 27 27 9'-9" C 26 28 28 28 7.5 4'•6' A 8'-8" D 31 31 31 31 6'•2' C 27 27 27 27 Y•6" D 29 29 29 29 6 11'-4' A 10-6" C 29 29 29 29 "1, C 27 27 27 27 9'-6" C 28 28 28 28 8 4'3' A 8'-5" 0 31 31 31 31 V-0' C 28 28 28 28 T3" D 30 30 30 30 6.5 10-5' A 1V'3" C 30 30 30 30 8'-7' C 28 28 28 28 9'-3' C 29 29 29 29 0.6 4'-0' A 8'-3" 0 32 32 32 32 51•9' D 28 28 28 28 1.," D 30 30 30 30 7 91$" A IV_c D 30 30 30 30 7'•10' C 28 28 28 28 9'-0^ C 29 29 29 29 9 31-9" A 8'-1" 0 32 32 32 32 5'•7" D 28 28 28 28 V-10" D 30 30 30 30 7.5 9'•1' A 9-9" D 31 31 31 31 T-7' C 28 2a 28 28 8'-10" C 30 30 30 30 9.5 Y-7" A 7'-10' D 32 32 32 32 5'•5' 0 28 28 28 28 6'•8" 9 30 30 30 30 a a'6" A 9.7" ❑ 31 31 31 31 T•3" C 29 29 29 29 81-7" D 30 30 30 30 100 MPH EXPOSURE B or 8.5 11,0" A 9-4' D 32 32 32 32 T-1" C 29 29 29 29 8'-5' D 31 31 31 31 30 3 Y6- A 174" C 21 22 23 24 1V-6" C 20 21 22 23 111•1" C 20 22 23 25 9 T•6" A 9'-Y D 32 32 32 32 C-10' C 29 29 29 29 8'-7 D 31 31 31 31 3.5 6'-2' A 11'6" C 22 22 23 24 10.2" C 21 21 22 23 10'6" C 21 22 23 24 9.5 7'-2" A 9'-0" D 33 33 33 33 6'-7" C 29 29 29 29 7'-11' D 31 31 31 31 4 7'-1" A 11'-2" C 23 23 23 24 8'•5' C 21 21 22 23 101•1" C 22 22 23 24 10 6'-9" A V-10' D 33 33 33 33 6'-5" C 30 30 30 30 7'•9- D 32 32 32 32 4.5 64" A 101-9" C 23 23 23 24 8'-10" C 22 22 22 23 9'-8" C 22 22 23 24 11 6'-2" A Ii D 34 34 34 34 6'1" D 30 30 30 30 7'6' D 32 32 32 32 5 5'6" A 10'4' C 24 24 24 24 6'•5" C 22 22 22 22 9'4" C 23 23 23 24 12 5'6" A 5'4" D 34 34 34 34 5'-10" D 30 30 30 30 T-1' D 32 32 32 32 5.5 5'-2" A JV_V. C 24 24 24 24 7011" C 22 22 22 22 9'-1" C 23 23 23 24 13 V-2" A 8'-0" D 35 35 35 35 5'.6" D 31 31 31 31 6'-10" D 33 37 33 33 6 4'•9' A 9'-9" D 25 25 25 .5 T.7" C 23 23 23 23 8-10" C 24 24 24 24 110 MPH EXPOSURE❑ or 90 MPH EXPOSURE C 6.5 4'•4" A 9'6' D 25 25 25 . T-3' C 23 23 23 23 8'-7' C 24 24 24 24 10 3 22'-0" A 13'-10" B 24 24 25 26 1a-0" 0 22 22 24 25 12'-6' B 23 24 25 26 7 4'-1" A a-3" D 26 26 26 26 T-0" C 23 23 23 23 94' 0 25 25 25 25 LIVE 3-5 19'-5" A 13'-2' C 24 24 24 25 11,5" B 23 23 23 25 11'-11" S 24 24 25 26 7.5 3.4. A 9'-1" D 26 26 26 26 6'6" C 23 23 23 23 8'-0" D 25 25 25 25 LOAD 4 17'-0" A 12'-7' C 25 25 25 26 10'•11" B 24 24 24 25 11'4" C 24 24 25 25 8 3.6" A T-10" D 26 26 26 26 6'-5" C 24 24 24 24 T•9' D 25 25 25 25 ONLY 45 15'-1" A 12'-1' C 26 25 26 26 10-0" C 25 25 25 25 10'-11" C 2S 25 25 26 11.5 3'4' A e'-8" D 27 27 27 27 6'3" C 24 24 24 2a 1-6. D 25 25 25 25 5 13'-7" A 11'A' C 26 26 26 26 10-1" C 25 25 25 25 10.6" C 25 25 25 26 9 T-2- A 96" D 27 27 27 27 6'-0" C 2d 24 24 24 T4" D 28 26 26 26 5-5 17-4' A 1T4' C 27 27 27 27 9•T' C 25 25 25 25 10-3" C 26 26 2a 26 100 MPH EXPOSURE C c14� 6 11'-4" A 11'-0" C V 27 27 27 9.7' C 26 26 26 26 9'•11- C 27 27 27 27 30 3 9'6" A 11'-9" C 23 23 25 26 1V.2" C 22 22 24 25 �5'7 8.5 10-5" A 10A' C 28 28 2B 28 8.9' C 26 26 26 25 9'-8- C 27 27 27 27 3.5 81•2" A 11'-2" C 24 24 25 28 8'-5" C 23 23 24 25 Q� +''((pp�� 7 9.8' A 101•5" C 28 28 28 2a 8.5" C 26 26 26 26 9'-5" C 27 27 27 27 4 71•1" A 10-6" C 25 25 25 26 8'-9" C 23 23 23 Gp`���1 A 10'-2' C 29 29 29 29 V-1" C 27 27 27 27 9'-2- C 28 28 28 28 4.5 6'-4' A 10-3" C 26 26 26 26 8'-3' C 24 24 24 4 f 8 6'-6^ A 10'A- D ?9 29 29 29 T-f0" C 27 27 27 27 9'-0" C 28 28 28 28 5 5'6" A 9'•11" D 26 26 26 26 7'"9" C 24 24 24 24 6 -�� n 8.5 A 9'"9" O 30 30 30 30 T•7" C 27 27 27 27 8'-I0" C 29 29 29 29 5.5 S-2" A 9'-7" D 27 27 27 27 7'-5" C 25 25 25 25 J 9 T-6" A 9'•7" O 30 30 30 30 T4" C 27 27 27 27 8'-8- C 29 29 29 29 5 4'-9" A 9'4" D 27 27 27 27 7'-0" C 25 25 25 25 9.5 T-T A 9'-5' 0 30 30 30 30 T-1" C 28 2a 26 28 T-61 D 2S 28 29 29 65 4--4 A 9-1" li 28 28 28 29 6'-9' C 25 25 25 '� Q� OI 10 6'-9" A 9'•3" D 31 31 31 31 V-11" C 28 28 28 28 8'-3' D 30 30 30 30 7 4'-1" A V-10' D 28 28 28 28 6'-5" C 25 25 25 5 �- 11 6'-2" A 9-or D 31 31 31 31 6'-7" C 26 28 28 28 T-10" D 30 30 JO 30 7.5 J'-9' A 8'6" ❑ 29 29 29 29 B'-2' C 28 26 26 12 5'-8" A 8.9" D 32 32 32 32 6'-3" C 29 29 29 29 7'6- D 31 31 31 31 8 3'6" A 8'6" D 29 29 29 29 6'•D' C 26 26 26 i3 " A 9-6" D 33 33 33 33 5'-11" C 29 29 29 29 T3' D 31 31 31 31 6.5 3'4' A 93" ❑ 30 30 30 30 51-9" D 26 26 26 11: CALIF TRIO 9 3'-2" A 8'-1" D 30 30 3D 30 5'.7" D 26 26 26 28 OCT 20 2011 ICC ESR 1398(2009 1BC)10/11/2011 Page 34 of 60 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! Classic ExWded Fascia Detail H Alaskan Extruded Fascia(Detail K) Double Steel Cloverleaf Detail AA Classic Extruded Fascia(Detail H) Alaskan Extruded Fascia Detail K) Double Steel Cloverleaf(Detail AA) TABLE 8.6 Attached Freestanding or jAttachMedFreestanding or Attached Freestanding a TABLE 6.6MPOST Freestanding or Attached Freestanding or Attached Freestanding or SWcture Mullis n Units Mullis an Units Structure Mullis an Units Muliis an Units Structure Muftis an Units Structure Mullis an Units GROUNDTRIBPOSTPOST MAX MAX POST LENGTH MAXMAX POST LENGTH MAX MAX POST LENGTH GROUND TRIG POST POST MAX POST LENGTH N,AX MAX POST LENGTH MAX MAX POST LENGTH SNOWWIDTH SPACING READ POST MW FOOTER B' I 10- I 12- POST 8' I 10' I 1z' POSi MIN FOOTER 6' I 111 + 12' SNOW WIDTH SPACIN REOD E a' I is, I 12• POST MIN FOOTS 6' I 10' k 12- POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ONSLAB FOR SPACIN POST SIZE ONSTRAINED FOOTS SPACIN CONSTRAINED FOOTE SPACING POST SIZE CONSTRAINED FOOTS LOAD (FT) ON SLAB FOR SE CONSTRAINED FOOTER SPACIN PAST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS(PSF) (FT) SLAB (FT) TYPE 1. •d' 'd' "d^ (FT) 'd' 'd' 'd- (FT) TYPE "d' .1 •d^ 'd" (PSF) (FT) SLAB •d• 'd" •d• (FT) TYPE 'd• %- "d" 'd• (FT) TYPE -d" •d' ^d" d' (in) (in) (in (in) in (rI tin tin) (in) (in) (in) ) (in) (in) (in) (in) (in) (in In) [o) (la) (in) (�n) 110 MPH EXPOSURE C 110 MPH EXPOSURE B or 90 MPH EXPOSURE C 10 3 22'-V A 12'-9- C 26 26 26 28 11'-1" B 25 25 25 27 11'-6" B 25 25 27 28 30 3 9'-8" A 12'-1" C 23 23 24 25 10'6" C 21 22 23 24 10'-11" C 22 23 24 26 LIVE 3.5 19'-5" A 12•-1" C 27 27 27 28 1V-6" C 25 25 25 27 10'-111, C 26 26 27 28 3.5 8•-2• A 11'-6" C 23 23 24 25 9'-11" C 22 22 23 24 10'-4" C 23 23 24 26 LOAD 4 17'-0" A 1V-7- C 27 27 27 28 1V-1r• C 26 26 26 26 10'-51 C 26 26 26 28 4 7'-1" A 11'40" C 24 24 24 25 T-T C 23 23 23 24 9--1s' C 23 23 24 25 ONLY 4.5 15'-1" A 11'-1" C 28 28 28 28 914" C 27 27 27 27 10'-01 C 27 27 27 28 4.5 614^ A I(r.r, C 25 25 25 25 8--8" C 23 23 23 24 9'6" C 24 24 24 25 6 13'-7^ A 10'-9" C 29 29 29 29 8'-10" C 27 27 27 27 9.4^ C 28 28 28 28 5 51-w A 10'-2" C 25 25 25 25 8'-2" C 23 23 23 23 9'.2" C 24 24 24 25 5.5 12'-4" A 10'-5" C 29 29 29 29 8'•5" C 27 27 27 27 913• C 28 28 28 28 5.5 S-2^ A 9'-11" D 26 26 26 26 7'-9" C 24 24 24 24 6'-11" C 25 25 25 25 6 111-4" A 10'-l" C 3D 30 3o s0 814, C 26 28 26 28 9'-11 C 29 29 29 29 6 4%9^ A 9'-7" D 26 26 26 26 T-5" C 24 24 24 24 8'-8" C 25 25 25 25 6.5 1D'-5" A 9'-10" D 31 31 31 31 r.r' C 26 28 28 28 Y-1 t^ C 29 29 29 29 6.5 4'-0" A 9'-4" D 27 27 27 27 7'-1" C 24 24 24 24 6'-5" D 26 26 26 26 7 9'-S' A 9'-7" D 31 31 31 31 Tom" C 28 28 26 28 8.4" c 30 3o 30 W 7 4'-1" A 9'-1' 0 27 27 27 27 B'-8" C 25 25 25 25 Ir l" D 26 2fi 26 26 7.5 9'-1^ A 1'1. D 31 31 31 31 T-i" C 29 29 29 29 8'-5" D 30 30 30 W 7.5 3'-9- A e'-11" D 28 2B 28 28 fi'•6" C 25 25 25 25 7'•10" D 26 26 26 28 a 8'-8^ A 9'-2" D 32 32 32 32 6'-10' C 29 29 29 29 8'•2" D 31 31 31 31 8 3'4^ A e'-9" D 28 28 28 28 6'-3" C 25 25 25 25 7'•7" D 27 27 27 27 8.5 B'-0" A 9'-0' O 32 32 32 32 G-T' C 29 29 29 29 T-11• D 35 31 31 31 SS 3'-4" A B'-6" D 28 28 28 28 6'.1" C 25 25 25 25 7'�" D 27 27 27 27 9 7'-6" A a'-10' o 33 33 33 33 6'-5' C 29 29 29 29 7'-9" D 31 31 31 31 110 MPH EXPOSURE C 9.5 T-2" A e'-6' D 33 33 33 33 S•2" C 30 30 30 30 7'4" D 32 32 32 32 30 3 V-8• A 111•5' C 25 25 26 27 9'-1a C 24 24 25 26 10'-4" C 24 25 26 28 10 6119" A 8'.6' D 34 34 34 34 G-0" C 30 30 30 30 7'i" D 32 32 32 32 35 8'-2' A 1P•10" C 26 26 26 27 9'-0" C 24 24 24 26 9'-9" C 25 25 26 28 11 6'-2' A 8'-3" D 34 34 34 34 5'-0" 0 30 30 30 30 T4' D 32 32 32 32 1 4 T-1" A 1741 C 26 26 26 27 8'-5" C 25 25 25 26 9'4" C 26 26 26 27 11D MPH EXPOSURE B 90 MPH EXPOSURE C 45 6'-4• A 10'4r' D 27 27 27 27 7'-11" C 25 25 25 25 9'-0" C 26 26 26 27 20 3 11'-10' A 1216• C 23 23 24 26 10'-IT B 22 22 23 25 11'-3^ C 22 23 25 26 5 V-V A 914., D 28 28 28 28 7'1" C 25 25 25 25 ".. C 27 27 27 27 LIVE 3.5 1T-2" A 11'-11" C 24 24 24 25 10'.4" c 22 22 23 24 10'-9" C 23 23 24 26 5.5 S-T A 9'3'• D 28 28 28 28 7'4' C 26 26 26 25 6'•S" D 27 27 27 27 LOAD 4 8111" A 11'-" C 24 24 24 25 9'4'• C 23 23 23 24 1013" C 23 23 24 26 6 4'-9" A 9-11• D 29 29 29 29 s.B. C 26 26 26 25 V-1" D 26 28 28 28 ONLY 4.5 7'-11' A 10'-11' C 25 25 25 25 9'-1.. c 23 23 23 24 9'-f0' c 24 24 24 25 6.5 4'3- A 8'-10" D 29 29 29 29 6'-5• C 26 26 26 25 7'•9" D 28 28 28 28 5 T-1' A 10'-T' c 25 25 25 25 1.,.. C 24 24 24 24 914" C 25 25 25 25 7 4--1^ A 8'-7" D 30 30 30 30 6'-2" C 27 27 27 27 T•5" D 29 1 29 29 1 29 5.5 v-5" A 10'-3' C 26 26 26 26 8.1.1 C 24 24 24 24 9'-3^ C 25 25 25 25 6 5'-1 I" A 9'-11" D 27 27 27 27 T-9' c 25 25 25 25 a'•11" C 26 26 26 26 OVER- TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 6.5 5-5^ >. 9'-w D 27 27 27 27 T-5" C 25 25 25 25 8'-9" C 26 26 28 26 HANG PROJECTION OF SINGLE SPAN STUCTURES(FT) 7 5-1" A 9'5" D 27 27 27 27 T-2" C 25 25 25 25 B'4' D 27 27 27 27 (FT) V 7' a' 9' 10' 11' 12' 13, 14' 157 16' 1T 1B' 19' 20' 21- 22' 7.5 4'.9" A T-2" D 28 28 28 28 6'-11" c 25 25 25 25 6'-31 D 27 27 27 27 V 7 3.5' 4' 45' V 5.5' 6' 6.T T 7.5' 8' 8.5' 9' 9.5' try 10.6' 11' 8 4-1- A 9'-0" D 28 28 28 28 6.S' C 25 25 26 26 8'-0' D 27 27 27 27 1' 3.6 4' 4.6' S' 5.5' fi' 6.5, T 7.5' B' 8.5' 9' 9.5' 10' 10.5 11' 1115 8.5 4'-2^ A 8'-10" 0 29 29 29 29 6'-5" C 26 26 26 26 T-9- D 27 27 27 27 V No Na nla Na nfa 6.5' T 7.5' 8' 8.51 9' 9.5' IV I 5' 11' 11.5 12' 9 3'-11' A e'•6" 0 29 29 29 29 6'-3" C 26 26 26 26 T-e" D 28 28 28 28 3' On Na n!a Na n/a Na nle Na Na Na 9.6 10, 10.5' 11' 11.5 1T 12.5' 9.5 3'A" A a'4^ D 29 29 29 29 6-0' C. 26 26 28 28 Tom' D 28 26 28 28 4' nla Na Na Na n!a Na Na Na Na Na Na n!a Na Na We 12.5 13, 1 is MPH EXPOSURE C 2D 3 11'-10, A 11'-11" c 25 25 26 28 1V-w' C 24 24 25 27 10'-0" C 24 25 27 28 TABLE 6.3 Post Requirements TABLE 6.4 Post Requirements for LIVE 35 10•-2' A 111-r c 26 26 26 27 9141' c 25 25 25 26 1013' C 25 25 26 28 for Attached Sin e S an Structures FreestandingStructures or Muliis an Attached Structures LOAD 4 B'-11" A 10-10^ C 27 27 27 27 9'-0" C 25 25 25 26 1-9. c 26 26 26 28 Post Description Max POST DETAIL Post Description Maximum Max POST 741" A 10'-5' C 27 27 21 27 VS' C 26 26 26 26 914" C 27 27 27 ZT H t Code Foofino Hei ht Code Detail# T-1" A 101-V D 28 28 28 28 a'a' C 26 26 26 26 9'-1" C 27 27 27 27 Twin 0.062x1.5"x1.5"Scroll 9' A JAC 0.041"x3"x3"Steel Clover d- 20" 9' B Nil,AH 5 5 6'4" A 9'-9" O 29 29 28 29 T-T' C 26 26 26 26 8'-91 C 28 28 2e 26 0.042X3x8'Aluminum Post 11, B N30 0.041"x3"x3"Steel Clover d- 21" 8' B N11 AH E 5'11" A T-5" D 29 29 29 29 T•2" c 27 27 27 27 8'4" D 26 28 28 28 0.024"Post With Side fates IT B 416 BK 3/16"x3"x3"Steel Square & 28" 12' C N17 AG 65 V-S" A 9'-2' D 30 30 30 3D 6'aP' c 27 27 27 27 813" D 29 29 29 29 Cover 0.030"IrWxWAlum 11' B Nil AH 3/16"x3'x3"Steel Square d= 2B" 8' D N17 AG 7 5'-1' A 9'-0 0 3D 3c 30 3D 6.7" C 27 27 27 27 T-t1^ D 2s 2s z9 z9 Clover0.040'x3"x3"Alum 12' a N11.AH 1/4""x3'x3"Steel Square d= 2B" 12' D N17 AG 7.5 4'-9" A V-9" D 31 31 31 31 614'• C 26 28 28 28 7'-8' D 29 29 29 29 Colonial 0.062"Extruded 12' C AE 3/16"x4'x4"Steel Square d= 2B" 12' E N17 AG a N-S" A 8'-T D 31 31 31 31 6'1• c 28 2a 28 28 7'-S D 30 30 30 30 0.041"x3x3"Steel Clover 1 12' D Nil,AH 1/2"x4"x4"Steel S uare d= 37" 12' D N17 AG 8.5 4'-2' A 8'-5" D 32 32 32 32 5'-11'• D 28 28 28 26 T-2^ D 30 30 30 30 0.041'X3"x3'Steel Clover 8 E Nil.AH 1/2'x4"x4"Steel Square d= 31" 15, D N17 AG 9 3'-11" A a'-3^ D 32 32 32 32 5'9" D 28 28 26 28 7'4" D 30 30 30 30 3116"xWx3"Steel Square 15' H N77,AG 95 T-9` A V-0- D 32 32 32 32 5,11" D 29 29 29 29 S'-10' D 31 31 31 31 1/4"'xYx3"Steel Square 15' I N17.AG 10 3'4^ A T-1ff D 33 33 37 37 5'S" 0 29 29 29 29 6'4' D 31 31 31 31 3116"x4"x4"St at Square 16 J N57,AG GENERAL INSTRUCTIONS FOR THESE TABLES 112'x4"x4'Steel uare 15' K Nt7,AG QSIQN 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE S.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 6.6 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 5208 Tennyson Parkway V (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS 9.FIND THE O/C SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Plano,Texas 75024 y, USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS(N1-N35 or A-BM) 4 6$11 9 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Carl Putnam,P.E. ti ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 3441 Ivylink Place * 6/♦)/ 01 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg,VA 24503 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB 8.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carIautnam0comcaa9j.net S.CHOOSE A HEADER FROM THAT HAS ADEQUATE SLAB 9.FOLLOW 9-10 FROM ABOVE V(l \� POST SPACING. SLAB 10.FOR TWO POST STRUCTURES USETABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.6 FOF CALIFC�� OCT 20 2011 ICC ESR 1398(2009 IBC)10/11/2011 Page 35 of 60 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: 4"x3"I Beam(Detail Y) 7"x4"I Beam(Detail O) 1 16 Gauge x3"xB"Steel C Detail T 4"x3"I Beam(Detail Y) 7"x4"I Beam Detail O 16 Gauge x3'x8"Steel C(Detail T) TABLE 6.7 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABL£6.7 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multi an Units Structure Mulcts an Units Structure Multi an Units Structure Mults an Units Structure Multis an Units Structure Mullis an Units GROUND TRIG POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LE,11-H Lz SNOW SPACIN ST MIN 12' POST MIN ST MIN TE LOAD SNOW N(FT) ON SLAB FORDTH SPACING REO POST SPACI POST MIN F SIZE R CONS7I INED 19 I OOTE S 17 PAC N POST MIN F SORTER CONSTRAINED I OOTE SPACING NG POIST F BRE R CONSTRAINED I OOTE LOAD W FT)H ON SLAB FOR SPAC N POST r SIZE CONSTRAINED I OTER SPAC N POST F SIZE CONSTRAINED FOOTS SPAC N OIST F s- CONSTRANED FOOTS (PSF) (FT) SLAB (FT) TYPE 'd' -d' -d- 'd• (FT) TYPE 'd' 'd 'd' 'd' (FT) TYPE 'd 'd' 1. 1d' (PSF) (FT) SLAB 1FT) TYPE -d• "d' 'd- •d- (FT) TYPE -d" 'd' b" 'd' (FT) TYPE 'd 'd 'd" 'd" (In) tint (inf 1n1 {Ml in) in tin (inl (in) (in) IN in (in) (in) (in) (in) (in) GM (IM lint Dn) In In 105 MPH EXPOSURE a or 85 MPH EXPOSURE C 110 MPH EXPOSURE B or 90 MPH EXPOSURE C 10 3 22'$" A 'IT-11" A 21 23 24 26 13'-11" a 21 27 29 30 /5'-4- B 24 28 30 32 25 3 11'-4" A 914" B 21 23 25 28 13'-7" C 23 27 29 31 12'-3" C 23 27 29 31 LIVE 3.5 19'-5" A 9'-9" A 21 23 24 26 13'-5" B 24 27 28 3D 14'-2" C 24 28 29 31 3.5 9'-8" A 6$" B 21 23 24 26 t3'-1" C 24 27 29 30 11'-0" C 23 27 26 30 LOAD 4 17'-0" A 9'-5' B 22 23 24 25 12'-11" C 25 26 28 30 12'-11" C 25 27 29 30 4 V-61 A. T$" B 21 22 24 25 12'"8" C 25 27 29 30 9111" C 23 26 28 29 ONLY 4.5 15'-11 A 9'-2" B 23 23 24 25 12'-7" C 25 26 28 29 11'-11" C 25 27 28 30 4.5 T-6' A 6'-11" B 21 22 23 25 12'4" C 26 27 28 30 111 C 23 26 27 29 3 13'-7• A e'-8" B 23 23 24 25 17-r C 26 26 28 29 11'-0" C 25 26 28 29 5 6'-91 A 6'1" B 22 22 23 24 11'-7" 0 26 26 28 30 8'-4" C 24 25 27 28 5.5 12'4• A 7'-11' B 23 23 23 25 17-V C 27 27 28 29 10'-3' C 25 26 27 29 5.5 V.2" A S-11" B 22 22 23 24 101-T D 28 26 28 29 7'-7" C 24 25 26 28 6 11'1" A 7'-5" B 23 23 23 24 11'-V C 27 27 28 29 9'$' C 2S 25 27 28 6 6.8" A 51-F C 22 22 22 24 1014T D 27 27 27 29 T-0" C 24 24 26 27 6.5 10'-5" A 6'-11' B 23 23 23 24 11'3' C 26 28 28 29 9'-1' C 26 26 27 28 6.5 5-7' A 5'•1" C 22 22 22 23 9•-S' D 27 27 27 28 v".. C 24 24 25 27 7 9'-V A 6'-6" B 24 24 24 24 11'4" C 28 28 29 29 8'-7' C 26 26 26 28 7 4'-10' A 4'•S" C 22 22 22 23 B'-10" D 27 27 27 28 6'-0" C 24 24 25 27 7.5 9'-11 A 6'-2' B 24 24 24 24 it'll D 29 29 29 29 8'-1" C 26 26 26 27 7.5 4•-0" A 4'•6' C 22 22 22 23 8'4- D 27 27 27 28 5'-7" C 24 24 25 26 8 8'$• A 51-10" 9 24 24 24 24 10'-8" D 29 29 29 29 7'-7" C 26 26 26 27 8 4'-3" A 4'-3" C 22 22 22 23 """ D 27 27 27 27 54. C 24 24 24 26 8.5 6-01 A 5-6' C 24 24 24 24 10'-2" D 29 29 29 29 7'-1" C 26 26 26 27 8.5 4'-0" A 4'-0" C 22 22 22 23 1- D 27 27 27 27 4'-11' C 24 24 24 26 9 T-e" A 5'4. C 24 24 24 24 9'$" 0 29 29 29 29 6'•9" C 26 26 26 26 9 3'-9' A T-10" C 22 22 22 23 0 27 27 27 27 4'-e" C 24 24 24 25 9.6 7'-2" A 5'A" C 24 24 24 24 9'-3" 0 29 29 29 29 6'-0" C 26 26 26 26 9.5 3'-7• A Y-6' C 22 22 22 22 6'-10' D 27 27 27 27 4'-5" C 2a 24 a4 25 10 6'-9' A 4'-10" C 24 24 24 24 8'-11" D 29 29 29 29 6'-1" C 26 26 26 26 110 MPH EXPOSURE C 11 T-2" A 4'-5' C 24 24 24 24 8'-3" a 30 30 30 30 5'$" (: 26 26 26 26 25 3 11.4• A 6-3" B 22 25 26 28 17-T' C 26 29 31 33 10.7' C 24 29 31 32 12 S-V A 4'-1' C 24 2q 24 24 T-B" D 30 30 30 30 S'"1" C 28 26 28 26 3.5 9'•e' A T-4" B 23 24 26 27 17-1" C 27 29 31 33 9'-T' O 25 28 30 32 13 5'-2' A 8-10' C 24 24 24 24 T-2" D 3D 30 30 30 4'$" C 26 26 Z6 26 4 8'$" A S-r B 23 23 25 27 11'-9" C 28 29 31 32 B'$" c 25 28 29 31 105 MPH EXPOSURE C CS 7'41" A 5'-11" B 23 23 25 26 10.10" D 28 26 30 32 7'-9' C 25 27 29 30 10 3 27-8' A 9'4" A 22 25 26 28 17-10" c 25 29 31 32 13'-9' C 26 30 32 33 5 6'-T A 6.5' B 23 23 24 26 10'-0" D 28 28 30 31 T-0" C 25 28 2B 30 LIVE 3.5 19.5" A 5-0" B 23 24 26 27 17.4• C 26 29 30 32 12'4" C 26 29 31 33 5S 6-2- A 6A" C 23 23 24 25 9'-3' D 28 28 29 31 G1" C 25 26 2a 29 LOAD 4 1T-0" A 8'-8" 9 24 24 26 27 11'-11" C 27 28 30 32 11'-3" C 26 29 30 32 6 5'$- A 4'-6' C 23 23 24 25 B'4' D 28 28 29 30 5'-10" C 23 25 27 29 ONLY 4.5 15-1" A T-11" B 24 24 25 27 11'-e" C 20 28 30 31 10'1- C 27 28 30 31 6.5 5.12 A 4'1" C 23 23 23 25 6'"11 D 29 29 29 30 6'1" C 25 25 21 23 5 15.7' A T4" B 25 25 25 26 11'4" C 28 29 30 31 7-6' C 27 28 29 31 7 4'-10' A 4'•1" C 23 23 23 25 7'-7" 0 29 29 29 30 5'-0" C 25 25 26 28 5.5 174" A 6'-9" B 25 25 25 26 11'-1" C 29 29 30 31 6-10" C 27 27 29 30 7.5 4'-6" A T-10' C 23 23 23 24 7'-2" D 29 29 29 29 4'A' C 25 25 26 28 6 11'-4" A 6'-3" B 25 25 25 26 10'-10" C 30 30 30 31 81•3" C 27 27 28 30 8 4'-3" A 3'-T' C 23 23 23 24 6'-9" D 29 29 29 29 4'4" C 25 25 28 27 6.5 101•5' A 5'-11' C 25 25 25 26 10-e" D 30 30 30 31 7'-7' C 27 27 28 30 8.5 4'-0" A S-5' C 23 23 23 24 6'-5" D 29 29 29 29 4'-t" C 25 25 25 27 7 6•B" A 5'-6" C 25 25 25 25 10.1" 0 31 37 31 31 T-t" C 27 27 26 29 9 3'-9• A 3'-3" C 23 23 23 24 6'-1" 0 29 29 29 29 3'-11" c 25 25 25 27 7.5 9'-1" A 5'-2" C 25 25 25 23 9.7" 0 31 31 31 31 6'-7' C 27 27 27 29 9.5 3'-7• A 3'-1" C 24 24 24 24 5'-10' O 29 29 29 29 3'$" C 25 25 25 2fi a 8'$• A 4'•11' C 25 25 25 25 9-1" D 31 31 31 31 6'-2" C 27 27 27 28 100 MPH EXPOSURE 8 ar 8.5 6'-0' A 4'4" C 25 25 25 25 8'-9" D 31 31 31 31 5-10' C 27 27 27 28 30 3 91-61 A 9'-2" B 19 22 23 25 14'-2" C 22 26 28 29 11'-10" c 21 26 28 29 9 T.6" A 4'-5" C 25 25 25 25 8'-3" D 31 31 31 31 6-61 C 27 27 27 28 3.5 8'-2" A 11 8 19 21 23 24 13'$" C 23 26 26 29 10.7" C 21 25 27 28 9.5 7'-2' A 4'-3" C 25 25 26 25 7'-10" D 31 31 31 31 S-3' C 27 27 27 27 4 T-1" A 7'-4" 8 20 21 22 24 13'-2" C 24 25 28 29 9'-7" C 21 25 26 26 10 6'-9' A 4'-0' C 25 25 25 25 T-6" :1 31 31 31 31 S-0" C 27 27 27 27 4.5 6'4" A 8'$" B 20 21 22 23 12'-1" C 24 25 27 28 6'-9" C 22 24 26 27 11 6'-2' A 3'-6' C 25 25 25 25 6`111 0 31 31 31 31 V-6' C 27 27 27 27 5 S'•B" A 8'-1" 8 20 20 22 23 11'-2' C 24 25 27 28 B.B. C 22 24 25 27 12 5'-8' A 3.f C 28 28 26 26 6'-5" D 31 37 31 31 4'-2' C 27 27 27 27 5.5 5'-2' A 5'$" B 20 20 21 23 10'4" D 24 25 26 28 7'-3" C 22 23 25 28 13 5'-2" A 3'"2" C 26 26 28 26 8'-0" D 32 32 32 32 3'-10" 27 27 27 27 8 4'-9' A 5'-3" B 20 20 21 22 9'-9" D 25 25 26 27 6'"8" C 22 23 24 26 11 O MPH EXPOSURES or 90 MPH EXPOSURE C 6.5 4'4' A 4'-11' B 20 20 21 22 9'-0' D 25 25 25 27 6'-2" C 22 23 24 25 10 3 22'-8' A 91•11' A 21 23 25 26 13'-T' B 23 27 20 31 15-0" C 24 29 30 32 7 4'-1' A 4'-7" C 20 20 21 22 6'-6" D 25 25 25 26 F-9" C 22 22 24 25 LIVE 3.5 19'-5" A W-61 B 22 23 25 28 13'-1" C 24 27 29 30 131-6" 25 28 30 31 75 3'-9' A 4'4" C 20 20 21 22 6'-01 0 25 25 25 26 54" C 22 22 23 25 LOAD 4 17'-0' A B-2' a 23 23 25 25 12'$' C 25 27 29 30 12'4- C 25 27 29 31 8 3'6" A 4'-1" C 20 20 20 22 7'-7" D 25 25 25 26 5'-0" C 22 22 23 24 ONLY 4.5 15'-1" A 8'-9" B 23 23 24 26 12'4• C 26 27 20 30 11'4" C 25 27 29 30 8-5 T4" A 3A V C 20 20 20 21 7'-2" D 25 25 25 26 4'-B" c 22 22 23 24 5 13'-7" A 6'-1' B 23 23 24 25 12'4' C 27 27 28 30 101-6" C 25 27 28 30 9 3'-2" A 3'-r C 20 20 20 21 6'-10' D 25 25 25 25 4'-5" C 22 22 23 24 55 174- A 7'$' B 23 23 24 25 11'-T C 27 27 28 30 9'-91 C 26 26 28 29 100 MPH EXPOSURE C 6 11W A 7'-0' B 24 24 24 25 11'417 C 28 29 26 30 li C 26 26 27 29 30 3 9'$1 A 8'-3" B 21 23 25 26 1Y-2' C 24 28 30 32 GgS10N ' 65 10'-6" A 6'$" B 24 24 24 24 11'-3' C 28 Za 28 29 8'-7" C 26 26 27 28 3b e'.2• A 714, B 21 23 24 26 1Y-8" C 25 26 30 31 a�` 7 0-8' A 6'-2" B 24 24 24 24 111-V C 29 29 29 29 8'-0" C 26 26 27 26 4 T-1" A 6'-1' 8 21 22 24 25 11'-11" C 26 28 29 3 7.5 9'-1' A S'Ao* B 24 2A 24 24 1ti 0 29 29 29 29 7'-6" C 26 26 26 28 4.6 6'4" A 5'-11" B 21 22 24 25 10'-10" C 26 27 29 a 6.6' A 5'-6- B 24 24 24 24 10.1' D 29 29 29 29 7'-0" C 26 26 26 27 5 5'-s- A 51•5' B 22 22 23 25 10-0' D 26 27 28 c `.� n 8.5 6.0' A 5'-3" 3 24 24 24 24 9-7" D 29 29 29 29 6.8" C 26 26 26 27 5.5 5'-21 A 5'-0" 8 22 22 23 24 9'-3" 0 26 26 28 29 V 7 9 7'$" A 5'-0° C 24 24 24 24 6-7' D 30 30 30 30 6'd' C 26 26 26 27 6 4'-9' A 4'$" C 22 22 23 24 8'•7" D 27 27 27 29 9.5 T-2• A 4'-9" C 24 24 24 24 6-9" ❑ 30 30 30 30 5.11" C 26 26 26 26 6.5 4'1" A 4'4" C 22 22 22 24 6-1" P 27 21 21 6r`0/) 013 10 6'•9" A 41-6• C 24 24 24 24 6-S" D 30 30 30 30 W-81 C 26 26 26 26 7 4'-1" A 4'-1" C 22 22 22 24 7'-7" D 27 27 27 Tlr 11 5d• A 4'-Z' C 24 24 24 24 TAT D 30 30 30 30 5'-2' C 26 26 26 26 7.5 3'-9" A 31.101• C 22 22 22 23 T-2" D 27 27 27 2 12 5'$" A S-10' C 24 2a 24 24 7-7' D 30 30 30 30 4'8' c 28 26 26 26 8 3'-6" A 3'-7" C 22 22 22 23 6'-9' D 27 27 27 28 j v11. 13 6'-2' A 3'-7' C 24 24 24 24 6-9" G 30 3D 30 30 4.4• C 26 26 26 28 95 3 2" A T3" C 22 22 22 23 6'-1' 0 27 27 27 27 �CFCAL�����\P OCT 20 2011 ICC ESR 1398(2009 IBC)10111/2011 Page 36 of 60 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS 4"x3"I Beam(Detail Y) 7"x4"I Beam(Detail 0 16 Gauge x3'x8"Steel C Detail T 4"x3"(Beam(Detarf Y) 7"x4")Beam(Detail O 16 Gauge x3'x8"Steel C Detail T TABLE 6.7 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 6.7 AttachedfCONSTRAINED Attached Freestanding or Attached Freestanding or Structure Multis an Units Shuoture Multi an Units Structure Mullis pan Units Structure Strucure Multis an Units Structure Multis an Units GROUND TRIG POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX P057 LENGTH GROUND TRIG POST POST MAX MAX MAX MAX POST LENGTH MAX MAx pOSTLENGTH SNOW WIDTH SPACING REO'D POST MIN FOOTER 8' I 10' I 17 MIN FOOTEB B' + 10' I 12- POST MIN FOOTER 8' I 10' I 12' SNOW WIDTH SPACIN REO'D POST MIN FOOTE7 POST MIN FOOTS 8' I W I 12' POST MIN FOOTE e' I 1D' I 12' LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTS POST s¢E CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS LOAD (FT) ON SLAB FOR SPACIN POST SIZEER SPACIN POST SIZE CONSTRAINED FOOTS SPACIN POST SO:E CONSTRAINEDFOOT(PSF) (FT) SLAB (FT) TYPE "d- "d- 'd' "d- TYPE •d' "d" •tl' •d• (FT) TYPE "d' "d" 'd' "d" (PSF) (FT) SLAB (FT) TYPE -d" d• (FT) TYPE "d• "d" 'd' "d• 1111 TYPE "d• 1. 'd' 'I (in) 'uI) in) (in) tin) lint (in) (in) fn) (+n) In1 iin) nl fin) {in) fin) (in) n (in) (in) (In) 110 MPH EXPOSURE C 110 MPH EXPOSURE B or 90 MPH EXPOSURE C 10 3 22W A 91•1" B 23 25 27 2a 1n7" C 26 29 31 33 12'-8" C 26 30 32 34 30 3 9•-8" A 8'-101, B 20 23 24 26 13'-7" C 23 27 29 31 11'-61 C 22 27 29 30 LIVE 3.5 19'S' A 6'-a. B 24 25 27 2a 12'A" C 27 29 31 33 11'-51 C 26 29 31 33 3.5 a'-2• A T-10" B 21 22 24 25 1Y-V C 24 27 29 30 10'-3" C 22 26 28 29 LOAD 4 171-0" A 8'1• 0 24 24 26 28 11'19" C 2B 29 31 32 10'4" C 26 29 31 32 4 7'-1' A 7'-1" B 21 22 23 25 12'-0" C 25 27 29 30 V-3" C 23 26 27 29 ONLY 4.5 1S=1" A 7'-3" B 24 24 26 27 11'-5" C 28 29 31 32 91-8" C 27 28 30 32 4.5 8'4' A 6'-5" B 21 21 23 24 11'" D 25 26 28 30 B'•5" C 23 25 27 28 5 13'-7" A B'-B" B 25 25 25 27 11'-1" C 29 29 30 32 6'-W C 27 29 30 31 5 51$" A F-10" B 21 21 23 24 1"" D 26 26 28 29 T-T' C 23 25 26 28 5.5 124" A e'-Y B 25 25 25 25 101.101, C 30 30 30 32 1-0" C 27 27 29 31 5-5 5'•2" A 5'S" C 21 21 22 24 9'11" D 26 26 27 29 6'-11" C 23 24 28 27 6 114' A 5'-9" B 25 25 25 23 30'-5" C 30 30 30 32 T4" C 27 27 28 30 6 1 4'-9' A 5'-0" C 21 21 22 23 9'-3" D 26 26 27 28 5'-4" C 23 24 25 27 6.5 101-5" A 5'4• B 25 25 25 25 9'-10" D 3C 30 3D 31 8'-10" C 27 27 28 30 6.5 4'4• A 4'-8" C 21 21 22 23 8'-8" D 26 26 26 28 5'-i 0" C 23 23 25 26 7 9'-8" A 5'-0" B 25 25 25 25 9'•3" D 31 31 31 31 6'4" C 27 27 28 29 7 4'-1' A 4'-S" C 21 21 22 23 8'-2" D 28 26 26 28 5'•S" C 23 23 25 26 7.5 9'-1" A 4'-0' B 25 25 25 25 g-9" D 31 31 31 31 5'-11' C 27 27 27 29 7.5 3•-9" A 4--Y' C 21 21 21 23 7t8" D 28 26 26 21 5'-1" C 23 23 24 26 8 8'4i• A 4'S' C 25 25 25 25 S--3- 0 31 31 31 31 5'S" C 27 27 27 28 s 31-6" A 3'"11" C 21 21 21 23 Ta" D 26 26 26 27 4'•S" C 23 23 24 25 8.5 8'-0• A 4'-3' C 25 25 25 25 7'-10" D 31 31 31 31 T-3" C 27 27 27 28 8.5 T-4 A 3'-B" C 21 21 21 22 8'-N" D 26 26 26 27 4'fi" C 23 23 24 25 9 T-6' A 4'-0" C 25 25 25 25 T-S" D 31 31 31 31 V-11" C 27 27 27 28 110 MPH EXPOSURE C 9.5 7'.2" A T-10' C 25 25 25 25 T-7 D 31 31 31 31 V-81 C 27 27 27 28 3C 3 91-6" A T-9" a 22 24 26 27 Q2 7" C 26 29 31 33 10'-1" C 24 29 3D 32 10 8'-9" A 3'-8' C 25 25 25 25 6'-10" D 31 31 31 31 4'-5" C 27 27 27 27 35 V-r A 8'-10" S 22 24 25 27 12W C 27 29 31 33 9'-0" C 24 28 3D 31 11 6'-2' A 3-V` C 25 25 25 25 6'-T D 31 31 31 :11 Wt- C 27 27 27 27 4 T4' A 5-T B 22 23 25 26 11'"2" C 27 29 30 32 8'A" C 24 27 29 31 110 MPH EXPO SURL 13 or 90 MPH EXPOSURE C 45 614" A 5-T' B 22 23 24 28 10'-2" D 27 28 30 31 7'-2" C 24 27 28 30 20 3 11-10, A 9'-6' B 21 23 2$ e"6 iG-3" C 25 29 30 32 12'-3' C 23 27 29 31 5 V-8" A S-1" C 22 22 24 26 9'-0" D 27 28 29 31 6.5" C 24 28 28 29 LIVE 3.5 10'-2" A 8'-0" B 21 23 24 26 16.1" C 26 28 30 31 11'-0' C 23 27 28 30 6.5 6'-2' A 4'S" C 23 23 24 25 a%a" D 28 28 29 30 5'-10" C 24 26 27 29 LOAD 4 T-I i- A 7'-0' B 21 22 24 25 IV-e" C 26 27 29 31 7.11• C 23 26 28 29 6 V-9' A 4'4" C 23 23 23 25 8'-1" D 28 28 26 30 T-W, C 24 25 27 28 ONLY 4.5 7'-11" A 6'-11, a 21 22 23 25 17•T' C 26 27 29 30 8'-1• C 23 26 27 29 6.5 4.4' A 4'1" C 23 23 23 2S 7'S" D 28 28 28 30 4.11" C 24 25 26 28 5 T'-1' A 8'4' B ZZ 22 23 24 1V-7" C 26 28 28 30 8'4' C 24 25 27 28 7 VW A 3'•9" C 23 23 23 24 7'-1' O 28 28 28 29 4'-r' G 24 24 26 27 5.5 6'-W A 6.11' 6 22 22 23 24 10.9" D 26 26 28 29 7'-7" C 24 25 26 28 6 5'-111• A N-W B 22 22 22 24 IV-7' D 27 27 27 29 7'-0" C 24 24 26 27 OVEF- TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 6,5 S.-S. A T-1' B 22 22 22 23 9.1. D 27 27 27 28 6'-5" C 24 24 25 27 HANG PROJECTION OF SINGLE SPAN STUCTURES(FT) 7 5'-1' A 4'"9' C 22 22 22 23 8'-10" D 27 27 27 28 6'-0' C 24 24 25 27 (FT) 6' T a' 9' 10' 11. 17 13. IV 15 16, 17' 18' 19, 27 21' 22' 75 4'-9" A V-tr' C. 22 22 22 23 8'4" O 27 27 27 28 5•7^ C 24 24 25 26 D 3' 3.5 V 4.5 S' 5.5' 6' 6.6' r 7.5' 8' 8.S 9' 9.5' 10, IDS 11' 8 V-5" A V-3" C 22 22 22 23 T-11" D 27 27 27 27 5'•3" C 24 24 24 26 1 3.5, 4' 4.5 5' SS, 1. 6.6 T 7.5' B' 8.5' 9' Sw 10, 10.5' 11' 11.5' B5 4'-2" A 4'4- C 22 22 22 23 7'-8" D 27 27 27 27 4'-11" C 24 24 24 26 2' nra Na We nh Ala 6.5' T 7.V a' 8.5' 9' 9.5' 10• 10.5' 11' 1t.5' 12' 9 3':11" A T-10" C 22 22 22 23 T-2" D 27 27 27 27 4'41" C 24 24 24 25 3' n!a nt nla nib Wa Na Na Na nla - 9.5' 10' 10.5' 11' 11.5' 12' 12.6 ^ 9.5 3'-4• 3.1. C 22 22 22 22 6'-10" D 27 27 27 27 4'-5" C 24 24 24 25 4' rJa Na Na Na Na Na Na Na Na n!e Na n/a 12.5, 13' 110 MPH EXPOSURE C ?:1 3 11'-10, A 8'-7" B 23 25 26 28 12'-7' O 26 29 31 33 1V-1. C 25 29 31 33 TABLE 6.3 Post Requirements TABLE 6.4 Post Requirements for LIVE 3.5 10'-2" A ".7" a 23 24 26 27 12'-1' _ 27 29 31 33 9'-11' C 25 28 30 32 for Attached Single Sp an Structures Freestanding Structures or Multis an Attached Structures LOAD 4 F-11" A 6'-10" B 23 24 25 27 11'-9" C 28 29 31 32 8'-11" C 25 28 30 31 Post Description Max POST Detail Post Oescnption Maximum Max POST CNIY 4,5 T-11" A 6'•2" B 23 23 25 25 1P-3" D 28 29 30 32 B'-1. C 25 27 29 31 H t Code FoOtinq Heigh Code Detail 5 7111" A V-S" C 23 23 24 26 10'4" D 28 28 30 31 T•3' C 25 27 26 30 Twin 0.062"x1.5"xl.5'Scroll 9' A JAC 0.041"x3"xW Steel Clover d= 20" 9' B N11 AH 5.5 5-5' A 5'a' C 23 23 24 26 7.7' D 29 29 29 31 6--P C 25 26 28 29 0.042"x3"x8"Aluminum Post IV B N30 0.041"x3"x3"Steel Clover d= 21" 8' B Nil AH 6 51•11" A 4'-10" C 23 23 24 25 R-11" D 29 29 29 31 6'-1' C 25 26 27 29 0.024"Post With Side later 12' B N16 SK 3116"x3"x3"Steel S uare d= 28" 12' C N17,AG -65 V-8" A 4'-6" C 24 24 24 25 &-4" D 29 29 29 30 5.7' C 25 25 27 28 Clover 0.030"x3'x3"Alum 11' B NJ 1,AH 3116"x3"x3"Steel Square d= 28" B' D N17,AG 7 6.1" A 4'-3" C 24 24 24 25 7'-10" D 29 29 29 30 5--2" C 25 25 27 28 Clover O.U40"x3"0"Alum 12' B 11 AH 114""x3"x3"Steei Square d= 28" 12' D N17,AG 7.5 V-9' A 4'4" C 24 24 24 25 T-V 1) 29 29 29 29 W-10" C 25 25 26 28 Colonial 0.D62"Extruded 12' C E 3116'x4'k4"Steel Square d= 28" 12' E N17,AG 8 4'-5' A T-9' C 24 24 24 24 T-0" 0 29 29 29 29 4'1" C 2S 25 26 27 0.041"x3"x3"Steel Clover 12' D N11,AH 11Z'x4"X4"Steel 5 uafe d= 37" 12' D N17,AG 8.5 4'-2" A T-6' c 24 24 24 24 6-8" O 29 29 29 29 4'.3" C 25 25 26 27 0.D41"x3"x3"Steel Clover 8' E N11.AH 112'k4"x4"Steel Square d= 31" 16 D N17,AG 9 T-11" A 3.4" C 24 24 24 24 ".. D 29 29 29 29 4'1" C 25 25 25 27 3116"x3"x3"Steel Square 15' H NIT.AG 9.6 3'1" A T 2" C 24 24 24 24 61-0" D 29 29 29 29 3'-10" C 25 25 25 27 114"'x3"x3"Steel Square 15, f Mt F.AG 10 9'-8" A 3'A" C 24 24 24 24 SMI" D 29 29 29 29 T-e" C 25 25 25 26 3116"x4'X4'Steel Square 15, J Nti,AG GE6 ERAL INSTRUCTIONS FORTHESETABLES 112"x4"x4"SteelSquare 151 K NJ 7,AG ScJ`Q(•I 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 6.7 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products Cry �`•�Sp N /yF 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 5208 Tennyson Parkway Q CJQ (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS 9.FIND THE O/C SPACING OR 4 OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Plano,Texas 75024 i USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS(N1-N35 or A-BM) 6.&.l 9j 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Carl Putnam,P.E. ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 3441 Ivylink Place I 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg,VA 24503 * 6/ d� 01 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB B.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carIPUtnamf omcast.net & CHOOSE A HEADER FROM THAT HAS ADEQUATE SLAB 9.FOLLOW 9-10 FROM ABOVE 7. USE THE POAPPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.7 ST SPACING. SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES 'g Qf CA1��F�\P OCT 20 2011 ICC ESR 1398(2009 1BC)10/11/2011 Page 37 of 60 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA'. 12 Gaui a x3"x8"Steel C Oetail T) Double 16Ga x3"x8"Steel C(Detail T and AY)Double 12Ga 3"x8"Steel C Beam(T and AY) 12 Gauge x3"x8'Steel C Detail T) Double 1613a x3"xB"Steel C Detail T and A Double 1213a 3'x8"Steel C Beam(T and AY TABLE 6.6 Attached Freestanding or Attached I Freestanding or Attached Freestanding or TABLE 6.B AUlached Freestanding oT Attached Freestanding or Attached Freestanding or Structure Mullis an Units Structure Multis an Units Structure Multis n Units 5uucture Multipart Units Structure Multis an Units Structure Multis an Units GROUND TR1B POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIG POST POSY MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REO'D POST MIN FOOTER B' i 12' ` 15' POST MIN FOOTER 6' 12' I 15' POST MIN FOOTER 5 I 12' I 15' SNOW WIDTH ..N REOV PORT MIN FOorE 8' I 12' I 15' POST MIN FOOTS 8' I 12' I 15' POST MIN DOTE 8' I 12' I 15' LOAD (FT) ON SLAD FOR SPACIN POST SrLE CONSTRAINEDFOOTE SPACINGPOST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTE LOAD (FT) ON SLAB FOR SPACIN POBT SIZE CONSTRAINED FOOTER SPACINGPOST SIZE CONSTRAINED FOOTS SPACINGPOST S17E CONSTRAINED FOOTS (PSF) (FT) SLAB (FT) TYPE 'd' 'd' 'tl' 'tl' (FT) TYPE 'd' -d- -d-, -d- (FT) TYPE -d" -d" -d- -d" (PSF) (FT) SLAB (FT) TYPE 'd' 'd' "I" (FT) TYPE -d- 'd' •d• "d" (FT) TYPE "d" -d" "d" "d- (m) (in1 (in) (in) 0n) (in (in} (in) nl (in) fnl fnl in) (knl (In pn) In (in) (in) in lint (in) (in) (in) 105 MPH EXPOSURE B ar 85 MPH EXPOSURE C 110 MPH EXPOSURE 8 or 90 MPH EXPOSURE C 10 5 IT-7" A 21'-2" D 31 31 34 21'-2" D 31 31 34 27'-4' D 34 34 38 25 5 6'-9" A 1T-0' D 30 30 33 35 18'.4" D 31 31 33 36 24--1" E 31 34 36 38 LIVE 55 12'4" A 20'-0" D 32 32 33 27-6" D 32 32 34 26'-6" D 35 35 36 5.5 8'-2' A 161-W D 3o 30 32 35 17'-5" D 31 31 33 35 23,4" E YI 34 35 38 LOAD 6 1FA A 19'-0" D 32 32 33 19'-11" D 32 32 33 25'-9' D 35 35 35 6 5'-6" A 1"" D 31 31 32 34 16'-B" D 32 32 33 33 22'-0" E 35 35 35 37 ONLY 65 10'-5" A 10'-1" D 32 32 33 19'4" D 33 33 33 25'-0" D 36 36 36 6.5 5'-2' A 14'-4" D 31 31 32 34 16'-0" D 32 32 32 35 22'-1" E 36 36 36 37 7 9'-B" A IT-3" D 33 33 33 18'-T' D 33 33 33 24'-5' E 37 37 37 7 4'-1 0^ A iT-08" D 31 31 31 33 15'4" D 32 32 32 31 21'.6" E 36 36 36 37 7.5 9--1' A 16'-7" D 33 33 33 17'-11• D 34 34 34 2X-10" E 37 37 37 7.5 4'•6" A 13'•1" D 31 31 31 33 14'•9" D 33 33 33 34 21'-0" E 37 37 3T 37 8 6'-6^ A 15.11" D 33 33 33 1r4" D 34 34 34 23'-4" E 38 38 38 8 4'-3' A 17-7' D 32 32 32 33 14'4' D 33 33 33 34 20'.7" E 37 37 37 37 8.5 5-O" A 15'-3- D 33 33 33 16'-10" D 34 34 34 27-11" E 38 38 38 8.5 4'-0' A 17-1" D 32 32 32 33 13'-9" E 33 33 33 33 20'.2" E 38 36 36 38 9 r-0' A W-9" D 34 34 34 IV4' D 35 35 35 27.5" E 39 39 39 9 1'-9" A 11'-7' D 32 32 32 32 13'1" E 34 34 34 34 19'-9" E 38 3B 3B 38 S.5 r-2" A 14'-3" D 34 34 34 1Y-10" D 35 35 35 27-1' E 39 39 39 9.5 3'•7" A 11'-2" D 32 32 32 32 13W. E 34 34 34 34 19.4. E 39 39 39 39 10 6'-9" A 13'-9" D 34 34 34 16-5' D 35 35 35 21'-0" E 40 40 40 10 3'4' A UY-10" D 32 32 32 32 12'•7' E 34 34 34 34 19'•1" E 39 39 39 39 10.5 8'-5" A 13'4" D 34 34 34 15-0' D 36 36 36 21'-4' E 40 40 40 70.5 1'-2" A 17-T D 33 33 33 33 12'-3" E 34 34 34 34 16'-9' E 40 40 40 40 11 V-2" A 17-11' D 34 34 34 14'.8' D 36 36 36 211-0" E 40 40 40 11 T-T A 10'-1" D 33 33 33 33 11'-11" E 35 35 35 35 18.1. E 40 40 40 40 11.5 5,41" A 12'-7• D 35 35 35 14'3' D 36 36 36 20'-8" E 41 41 41 11.5 2-t7' A 9'-1 b' D 33 33 33 33 11'-7' E 35 35 35 35 18'-3" E 40 40 a0 40 12 5'-e" A 12.3" 0 35 35 35 13'-11" D 36 36 36 20'-5' E 41 41 41 110 MPH EX PCS ORE O 13 5'-2" A 11'-7" D 3S 35 35 1Y4" E 37 37 37 17.10" t 42 42 42 25 5 6'-9" A 15-1" D 32 32 35 37 16'-8' D 33 33 36 38 22'-1" E 37 37 38 41 14 4'-11" A 11'-0" D 35 35 35 12'-10" E 37 31 31 19'-5' E 43 43 43 5.5 6'-2" A 14'-2" D 33 33 34 37 15'-1D" D 34 34 35 37 21'-11" E 38 38 38 40 i5 4'-6" A 10'-6' D 36 36 36 72'4" E 37 J7 37 15.11" E 43 43 43 6 5'-8" A 13'•5' D 33 33 34 36 1S'-1' 0 34 34 35 37 21'•3" E 38 38 36 40 105 MPH EXPOSURE C 6.5 5'-21 A 17-8" D 33 33 34 36 14'-5" 0 35 35 35 37 20'-8" E 39 39 39 40 10 5 IX-7" A 18'-10- D 34 34 36 19'•9' D 34 34 36 25.6' D 37 37 38 T 4'-10' A 1Y•2." O 34 74 34 35 13-10 D 33 35 35 36 20'.2" E 40 40 40 40 LIVE 55 174" A 17'-9" D 34 34 35 1"" D 35 JS 36 24'•6" D 38 38 38 7.6 4'-0" A 11'-1" D 34 34 34 35 13'4• E 33 35 35 38 19'-9" E 40 40 40 40 LOAD 6 11'4" A 16.10, D 34 34 35 18'-2" D 35 35 36 24.0' E 39 39 39 B 4'-3" A 11'-1' D 34 34 34 35 12'-10" E 36 36 36 36 19'4" E 41 41 41 41 ONLY 6.5 10'-5- A 1W-0' D 35 35 35 17-5" D 36 36 36 234' E 39 39 39 8.5 4'-0" A 10'-0' D 34 34 34 35 12'-5" E 36 36 36 36 18'-11" E 41 41 41 41 7 9"B" A 15-0" D 35 35 35 16'-9" D 36 36 36 22'-9' E 40 40 40 9 3'A" A 10'•3" D 34 34 34 34 1Y-0" E 36 36 36 36 1D-7" E 42 42 42 42 7.5 9'-1' A 14'-7' D 35 35 35 16'-2" D 37 37 37 22'-3' E 41 41 41 9.5 3'4' A 9'•10" D 35 35 35 35 11'b" E 37 37 37 37 18'-3" E 42 42 42 42 e N-5" A 14'-O" D 38 36 36 16'-7" D 37 37 37 21'-1C" E 41 41 41 10 3'4" A 9'-0" D 35 35 35 35 11'4" E 37 37 37 37 17'-11" E 43 43 43 43 8.5 B'-D- A 13'-5' D 36 36 36 15'-1" D 37 37 37 21'4' E 42 42 42 IDS 3'-2' A S-2" D 35 35 35 36 11'4" E 37 37 37 37 1T-6" E 43 43 43 43 9 71-6- A 12'-11' D 36 36 36 14'-8" 0 38 38 38 20'-11" E 42 42 42 11 3'-1' A 8'-1 t" D 35 35 35 35 10'-0" E 37 37 37 37 17'-2" E 44 44 44 44 9.5 7'-2- A 12'-6" D 36 36 36 14'-3" D 38 38 38 20.7' E 43 43 43 11.5 2'-51" A 8'-7" E 35 35 35 35 10'-5" E 38 38 38 38 16'-9" E 44 44 44 44 10 6'-9" A 17-1" D 37 37 37 13'•10" E 38 38 38 20'.3" E 43 43 43 100 MPH EXPOSURE B or 10.5 6'-5- A 11`8" D 37 37 37 17-5" E 38 38 38 19'.11" £ 44 44 44 30 5 5-0' A 18'-5' D 28 28 31 33 17-10" D 28 28 32 34 23'-B" E 31 31 34 36 11 V-21 A 11'4" D 37 37 37 17.1" E 39 39 39 19'-7' E. 44 44 44 5.5 5'•2" A 15'-0" D 28 28 31 33 17'-0' D 29 29 31 33 22'-11" E 32 32 34 36 11.5 5'-11' A 11'-0" D 37 37 37 t7-9" E 39 39 39 1914- L 45 45 45 6 4'1' A 1&-8" D 28 28 3D 32 16'-3" D 29 29 31 33 22'-3" E 33 33 33 35 12 54' A 10,8" D 37 37 37 176' E 39 33 39 19'4Y L 45 45 45 6.5 4'-4" A 13'-11" D 29 29 30 32 1&-W D 30 30 31 33 21'-8" E 33 33 33 35 13 5'-2" A 10'-1" D 38 38 38 11'111.' E 40 40 40 18'-0" L 45 46 46 7 4.1' A 13'.3" D 29 29 30 32 14'-11" D 30 30 30 32 21'-2" E 34 31 34 35 14 4'-10" A 9'-7" D 38 38 38 11-s' E 40 40 40 18'-1' E 47 a7 41 7.5 T-9" A 12'-8" D 29 29 29 31 14'-5" D 30 30 30 32 20'-8" E 34 34 34 35 15 4'•6- A 9'•2" E 38 38 38 11'A" E 40 40 40 1T-6- E 47 47 47 8 3!-6" A 17-71 0 29 29 29 31 73'-1D" D 31 31 31 32 20'.3" E 35 35 35 35 110 MPH EXPOSURE B or 90 MPH EXPOSURE C S.5 3'4" A 11'-5' D 29 29 29 31 13'•6" E 31 31 31 32 19'-10" E 35 35 35 35 10 5 13'-7- A 20'4" D 32 32 34 2US' D 32 32 34 26'-8" 0 35 35 36 9 8.2" A /1'-3" D 30 3D 30 31 13'4" E 31 31 31 31 19'-5" E 36 36 36 38 LIVE 5.5 12'4- A 19'-2- D 32 32 34 20'-0" D 33 33 34 25.10' O 35 35 36 9.5 3'-0' A 17-10' D 30 30 30 30 12'-T E 31 31 31 31 59'-1" E 36 36 36 38 LOAD 6 11'4- A 16'-2" ❑ 32 32 33 19'-51, D 33 33 34 25'•1' D 36 35 36 10 2'-10" A 10-5' D 30 30 30 30 12'4' E 32 32 32 32 18'-9" E 36 36 36 36 ONLY 6.5 10'-5" A 17'4" D 33 33 33 18'-8^ D 34 34 34 24'•5- O 37 37 37 10.5 Y-W A f0'-1" D 30 30 30 30 11'-11" E 32 32 32 32 18'-6" E 37 37 37 37 7 91-6" A 16'-6' D 33 33 33 17'-11' D 34 34 34 2Y.10" E 37 37 37 11 2'-T A 9'•9" D 30 30 30 30 11'-r- E 32 32 32 32 18'.2" E 37 37 37 37 7-5 9'-t" A 15'-10^ D 33 33 33 1T4" 0 34 34 34 23''3W E 38 38 36 1 DO MPH EXPOSURE SiQN 8 81-6' A 15'-2' D 34 34 34 16'-9" D 35 35 35 2Y-D' E 39 39 39 30 5 5'-V A 15.1" D 30 30 33 35 W-W D 31 31 34 36 {0�5 CAA" 85 81-0' A 14'-7- D 34 34 34 16'-7' D 35 35 35 274" E 39 39 39 5.6 5'-2" A 14'-2" D 31 31 33 35 15'-1O" D 32 32 34 36 �y� A` S •yA 9 7'.6" A 14'-1' D 34 34 34 15-8" D 35 35 35 21'-11" E 40 40 40 6 4'-9- F 15'-5" D 31 31 32 35 15.1" D 32 32 33 GPT� l•� 9.5 1'-2" A 13'-7' D 34 34 34 15.3" D 36 36 36 21'-8' E 40 40 40 6.5 4'4" A 12'-9" D 31 31 32 34 14'-5" D 32 32 33 5 10 5.9' A 13'-2' D 35 35 35 14'•10- D 36 36 36 21'-2" E 40 40 40 7 4'-1- A 12'•2" D 31 31 32 34 1T-10" D 33 33 33 35 6 1, 9 10.5 6'-5" A 12'-9" D 35 35 35 14'-5" D 38 36 36 20'.10" £ 41 41 41 7.5 3'-91 A 11'-7" D 32 32 32 33 13'4• E 33 33 33 34 11 •7 11 5-2" A 12 1' D 35 35 35 14'-1" D 36 36 3fi 20'-0' E 41 41 41 8 3'-6' A 11'-1" D 32 32 32 33 12'-10" E 33 33 33 34 ,613101 k 01 11.5 5'-11" A 12'-0- D 35 35 35 13'•9" D 37 37 37 20'-2' E 42 42 42 8.5 T-4 A 10'-8" D 32 32 32 33 1Y-6" E 34 34 34 12 5-8' A 11'-8- D 35 35 35 13'•S" E 37 37 37 19'-11" E 42 42 42 9 3'.2" A 10'-3" D 32 32 32 33 1YA" E 34 34 34 1 13 S-2" A 11'-0' D 36 3fi 36 17-10^ E 37 37 37 59'd' E 43 43 43 9.5 3'-0" A 9'-10" D 32 32 32 92 11'-8" E 34 34 34 14 A'-10" A 10'-6' 0 36 36 36 12'-3" r 38 38 38 1B'-17" E 44 44 44 10 7.10' A 9'-6" O 33 33 33 33 11'4" E 35 35 35 35 C r 15 4'-fi" A 10'-0' O 36 3fi 36 ti'-10" E 36 18 38 SB'-0" E 44 41 44 10.5 2'-B" A 9'-2" D 33 33 33 33 1T-0' E 35 35 35FQF L•AL`f Qp"\ 11 2'-T A 8'-11" D 33 33 33 33 10'-V E 35 35 35 35 OCT 20 2011 ICC ESR 1398(2009 IBC)1 011 11201 1 Page 38 of 60 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAE 12 Gauge x3"x8"Steel C Detail T) Double 16Ga x3"x8"Steel C Detail T and AY Double 126a 31x8"Steel G Beam and AY 12 Gau a x3"x8"Steel G Detail T Double 16Ga x3"x8"Steel C Detail T and A Double 12Ga 3"x8"Steel C Beam(T and AY TABLE 6.8 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 6.8 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Mults an Units Structure Multispan Units Structure Multisoan Units I Structure IMuIllispan Units Structure Mullis an Units Structure Mults an Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIG POST POST MAX MAX POST LENGTH [(IFT) AXJTYPE -d- MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REO'D POST MIN FOOTLR e' I 12' ' 15' POST MIN FOOTER a I 12' I 1S POST MIN FOOTER e' I IT I 15' SNOW MOTH SPACI REQ'D POST MIN FOOTE 8' I 1Z I 1S ST E 8' I 12- I 15' POST M1N FOOTS V I IT I 1S LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINEDFOOTE SPACINGPOST SO:E CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINEDFOOTEF LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTER CIN E CONSTRAINED FOOTS SPACIN POST SRE CONSTRAINED FOOTS (PSF) (FT} SLAB (FT) TYPE 'd" 1. 'd' 'd" (FTI TYPE •d" 'B 'd 'd' (FT) TYPE 'd 'd' 'd" 'd" (PSF) {FT) SLAB (FT) TYPE 'd" 'd' 'd' 'd" 'd" 'd' 'd' (Fl] TYPE 'd' •d• "d" 'd'(in) (n) (In) (in) (in) (in) Gn) (in) (in) {in) (in) fin) in fin in) (in) ) (In In in in In In 110 MPH EXPOSURE C 110 MPH EXPOSURE 6 or 90 MPH EXPOSURE C 1D 5 1T-7' A 17'46" D 34 34 36 ta'-IW D 35 35 37 24'-6" D 38 38 39 30 5 6.8' A 18'-0" D 29 29 32 35 17'-S' D 30 30 33 35 23'-3" E 33 33 35 38 LIVE 5.5 12.4' A IV-6" 0 34 34 36 17'-11" 0 3s 35 36 23'-9" E 39 39 39 55 5'•2' A 15'-0" D 30 30 32 34 18•-7" D 31 31 33 35 22'-7" E 34 34 35 37 LOAD 6 11.4" A 151-8' D 35 35 35 1T.7• D 36 36 36 23'-1• E 39 39 39 6 4'.9' A 14'-7' D 30 30 32 34 15'-10" D 31 31 32 34 21'-11" E 35 35 35 37 ONLY 8.5 f0'•5' A 14'.10" D 35 3s 35 16'-5' D 36 36 36 22'-5" E 40 40 40 sb a'�' A 13'6" O 30 30 31 33 15'-2" D 31 31 32 3a 21'•4" E 35 35 35 37 7 9'-0" A 14'-2' D 35 35 35 15'-9" 0 37 37 37 21'-11" E 41 41 41 7 4'.1" A 12'40" D 30 30 31 33 W-7- 0 32 32 32 34 20'-10" E 36 36 36 37 7.5 9'-1" A 13'-T' D 36 36 36 15'-Y D 37 37 37 21'-5" E 41 41 41 7.5 3'-9" A 17-3" b 31 31 31 33 14'-0" D 32 32 32 34 20'4" £ 36 36 36 38 8 81-61 A 13'-0" D 36 36 36 14'.8" D 37 37 37 20'•11" E 42 42 42 - 8 T-S" A 11•-9" D 31 31 31 32 131-e' E 32 32 32 33 19'-11" E 37 37 37 37 8.5 8'-0" A 12'-6" D 36 36 36 14'-7' D 38 38 36 2014- E 43 43 43 6.5 3'�" A 11'4" D 31 31 31 32 131-1" E 33 33 33 33 19'•8" E 37 37 37 37 9 r-6" A 12'-0' D 36 36 36 13'A•' D 38 38 38 20'-2" E 43 43 43 9 3'-2" A 10'-1a' D 31 31 31 32 121.8, E 33 33 33 3338 36 9.5 7'-2" A 111•7" O 37 37 37 13'4, D 33 38 38 19'-9' E 44 44 4a 9.5 3'-0" A 70'-0" D 31 31 31 32 121-3" E 33 33 33 33 18'-9" E 38 38 38 38 10 6'-V A 11'.2" D 37 37 37 174r' E 39 39 39 19'-5. E 44 44 44 10 2'-10" A t0'-t" D 32 32 32 32 15'-51" E 33 33 33 33 18'-6" E 39 39 39 39 105 6'-5" A 10'-40" D 37 37 37 17-T' E 39 39 39 19'-2" E 45 45 45 10.5 2'-0" A 7•T D 32 J2 32 32 1V-7' E 34 3a 34 3a 111.2" a 39 39 39 39 11 V-2" A 101-6" 0 37 37 37 12'-3" E 39 39 39 16--1p• E 45 45 45 110 MPH EXPOSURE C 11.5 S•11" A 10'-2" D 37 37 37 12'1" E 39 39 39 1B'-7" E 46 46 46 30 5 5'-8" A 144" D 32 32 35 37 15'-11" D 33 33 35 38 22'-0' E 37 37 38 40 12 V-r A 9'-11" D 37 37 37 11'-8" E 41 40 41 18'4" E 46 46 46 5.5 "" A 13'-6" D 32 32 34 a6 15'-7' D 33 33 35 37 21'.3" E 37 37 38 40 13 5'-Z' A 9.4" D aft 38 39 1t'-2" E a0 an 40 17'-%- E 47 47 47 6 4•-9- A 12'-9" D 32 32 34 36 1a•-S" D 3a 3a 3s 37 20'-6" i. 38 38 38 40 110 MPH EXPOSURE B or 90 MPH EXPOSURE C 6.5 4•.4" A IT-l" D 33 33 33 35 17.1(' D 34 34 34 36 20'-l" E 39 39 39 40 2D 5 7•-1" A 1T-0" 0 30 30 33 35 18'-0" D 3> 31 33 36 24'-1' E 34 34 36 38 7 4'•1' A 11'-6' D 33 33 33 35 13•-T E 35 35 35 36 19'-8" E 39 39 39 39 LIVE 5.5 6'-5" A 18'-0' D 30 30 32 35 1T-5" D 31 31 33 35 234^ E 34 34 35 38 7,5 Y-9" A 11'-0" D 33 33 33 35 17--9" E 35 35 35 36 1912" E 40 40 40 40 LOAD 6 5-11, A 15'-2" D 31 31 32 34 16'46" O 32 32 33 35 22'-8' E 35 35 35 37 B 3'•6' A 1V-0' D 33 33 33 34 12'-3' E 35 35 35 36 18'-9" E 41 Al 41 41 ONLY 6.5 5'-5' A 14.4" D 31 31 32 34 16'1" D 32 32 32 35 22'-1" E 36 36 36 37 8 5 3'4' A 10'-1" D 34 34 34 34 11,1101, E 35 35 35 35 18'-5" E 41 41 41 41 7 S-1' A 13'-8" D 31 31 31 33 154" D 32 32 32 34 21'-6- E 36 36 36 37 9 1 T-2- A 1 91-9- 1 1) 1 34 1 34 1 34 34 ll'$^ I E 1 38 1 36 36 36 ffi-1" E 1 42 1 42 1 42 1 42 7.6 4'-9' A 13'-1" D 31 31 31 33 14'-9" D 33 33 33 34 21--6" E 37 37 37 37 8 V-6" A 12'-7" D 32 32 32 33 14.3' D 33 33 33 34 29.7" E 37 37 37 37 OVER- TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 8.5 4'-2" A 12'-1" D 32 32 32 33 13'A" D 33 33 33 33 20.2- E 38 38 38 38 HANG PROJECTION OF SINGLE SPAN STUCTURES(FT) 9 T-lV A 111.71 D 32 32 32 32 1T4" E 34 34 34 34 19'-9' E 38 38 38 38 (FT) 6' T 6' 9' 10, 11' 12' 13, 14' 15, is, 17' 18, 19, 20, 21' 22' 9.5 IT-9" A. 111.2' D 32 32 32 32 lT.[r E 34 34 34 34 19'-5" E 39 39 39 39 0' 3' 3N 4' 4.6' 5' 5.5' 6' 6.5- T 7.5, 6' 8.5' 9' 9.5' to 10.5' 11' 10 T-6' A 101•10" D 32 32 32 32 12'-T" E 34 34 34 34 19'-1" E 39 39 39 39 1' 3.S 4' 4.6 5' 516 6' 6.5, 7' 7.5' 8' 8.5' 9' 9.5' 10, 10.5' 11' 11.5 10.5 3'4' A 10•-5" D 33 33 33 33 12'-3" E 34 34 34 34 18'-8" E 40 40 40 40 2' nla Ne Na nto NO 6.5' T 7.5' 8' 8.5' 9' 8-5' io- 10.5' 11' 11.5' 12, 11 3'-2" A t0'-1" D 33 33 33 33 11'-11" E 35 35 35 35 18'•6' E 40 4D 40 40 3' N. Na Na We Na Na Na Na W. nla 9.5' 10, 10,5' 11' 11.5' 12' 12.5' 11.5 1 3--1" j A j 9--10' 1 D 1 33 33 33 33 11'•T' E 35 35 35 35 18'-3" E 40 40 40 40 4' Na We We W. Na Na Na Na nee n/a n/a We N, Na Na 12.5' 13' 110 MPH EXPOSURE C 20 5 7'1" A 15.6" D 33 33 35 37 1T-V' D 34 34 36 38 ZT-11" E 37 37 38 41 TABLE 6.3 Post Requirements TABLE 6.4 Post Requirements for LIVE 5.5 U-5" A 14'-7' D 33 33 35 37 16.2" D 34 34 35 38 221.2' E 38 38 38 40 for Attached Sin Ie Sp an Structures Freestandina Structures or MUltis an Attached Structures LOAD 6 F-11' A 13'-10" D 33 33 34 36 15'-5" 0 35 35 35 37 21'-7- E 39 39 39 40 Post Description Max POST Detail Post Description Maximum Max POST ONLY 6.5 S•5' A 13'-1" D 34 34 34 36 14'-9" 0 35 35 35 37 21.0' E 39 39 39 40 H t Code Footing eight Code 7 51•1" A 17-6" D 3d 34 34 36 14'-2" D 35 35 35 37 20'-6" E 40 40 40 40 Twin 0.062"x1.5'x1.5"Scroll 9' A Ac 0.041"0"x3"Steel Clover d= 20" 9' B N11,AH 7.5 4'-8' A 11'-11" D 34 34 34 35 131-6" E 36 36 36 36 20'-D" E 41 41 41 41 0.042"x3"x6"Aluminum Post 11' B N30 0.041"0"0"Steel Clover dm 21" 6' B N11.AH B 4'1" A 11'•5" D 34 34 34 35 13'•2" E 36 36 36 36 19'.7" E 41 41 41 41 0.024"Post with Side fates 12' B 716.BK 3116"x3"x3"Steel Square d= 28" 12' C N17 AG 6.5 4.2" A 10-11, D 35 35 35 35 17.9" E 36 36 36 36 19.2" E 42 42 42 42 Clover 0.030"%3"x3"Alum 11' B it.AH 3116"xX'x3"Steel Square d= 28" 8' D N17 AG 9 T-11" A 101E" D 35 35 35 35 174- E 37 31 37 37 18-4 D" E 42 42 42 42 Clover 0.040"x3"x3"Alum 12' B NI 11,AH 1114""x3"x3"Steel Square d= 28" 12' D N17 AG 9.5 3'A' A 10'-2' D 35 35 35 35 11'-11" E 37 37 37 37 18'.6" E 43 a3 43 43 Colonial 0.062'Extruded 12' C AE 3116"X4"x4"Steel S uare d= 28" 12' E N17 AG 10 3'•6" A 9-10, D 35 35 35 35 17'•T E 37 37 37 37 18'.2' E 43 43 43 43 0.041'x3"X3"Steel Clover 12' D IN11.AH 112"x4"xil"Steel S uare d= 37" 12' D N17 AG 10.5 T4" A 9'-6" D 35 35 35 35 11'-3" E 37 37 37 37 1T'-71" E 44 44 44 44 0.041"2 "x3"Steel Clover 6' E INI1.AH 112'x4"X4'Steel Square d- 31" 15' D N17.AG it 3•.2" A 9'-21 E 36 36 36 36 114)" E 38 38 38 38 17,6" E 44 44 44 44 3116"x3"x3'Steel uare IN H 17,AG 11.5 3'-1" A 8'-11" E 36 38 36 36 1V$' E 38 38 38 38 i7'-1" E 44 44 44 44 114"x3"x3'Steel Square 15' I 17,AG 12 2'•11' A 6'-T E 36 36 36 36 10'-5" E 38 36 38 38 18'.9'• E 45 45 45 45 3116'k4'%4"Steel Square 15' J N17,AG GENERAL INSTRUCTIONS FOR THESE TABLES 112"x4"xa"Steel uare 15' K N17,AG c�g10N 1.CHOOSE FREESTANDING OR AT STRUCTURE 6.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN OC�tG G1 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 6.8 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 0A 5208 Tennyson Parkway Q CJA �N F (PATIO UNITS USE 10 ESE MIN,COMMERCIAL UNITS 9.FIND THE O/C SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Plano,Texas 75024 I USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS(N1-N35 or A-BM) 6 13 4,CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Carl Putnam,P.E. ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 3441 Ivylink Place 6/�Q/ 013 5.DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg,VA 24503 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB S.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlDutnam( el comcast.n S.CHOOSE A HEADER FROM THAT HAS ADEQUATE SLAB 9.FOLLOW 9-10 FROM ABOVEPOST SPACING. l\ VIL 7.USE THE APPROPRIATE FOOTER SIZE SHOWN[N TABLE 6.8 SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEETM3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES �1 Fl?FCAItFO��\P OCT 20 2011 ICC ESR 1398(2009 IBC)10/11/2011 Page 39 of 60 #10 SMS a 61 a/c 2'x6' ALUM FLAT PANEL 2,5'x6' ALUM FLAT PANEL 1.500 NZ t=0,018' 3004H36 3 =0,018' 3004H36 t>0,018' 3004H34 0.018' 3004H34 -T�-�---� USE ❑F FOAM CORE SANDWICH PANELS WILL I f—0,750 FASCIA CAN BE 0.992 0.875 R0,125 1,625 ROLLED FOR REQUIRE THE USE OF A REGISTERED DESIGN R= V.2" 3 DIFFERENT PROFESSIONAL TO COMPLY WITH EXISTING 0.125 R0,153 �I-0.125 PANEL HEIGHTS ICC ESR R0.250 0.95" 0.92° R=.125' 1-- AND 3,s'2PANEL 0.295 0.350 1.958 rR==.125- 1,625 L HEIGHTS �7 2.000 0.363 {0.5" R= 0.15' 0.18 FOAM CORE SANDWICH PANEL 1 � W f CURRENT ICC ES R f—0,525 —{ l.o60 �— 2 50 3,0' .167° 1.625 0,316 J --� �"0•75 6,000 #exs/2• SMS 167" SIDE FASCIA IS . . r . r r • . ♦ , . , , e 3' o/c #axv2' L625 2.0o NOMINAL .018" r , . . a , . # SMS a IN THICKNESS. + ++++++# #+.+♦`.+++++ .++ a , • + ATTACH TO TOP ❑F HEADERS 6 pp' •a+#',','++,+r+++r`a+++ PER TABLE 4.9 OR 4.10 3' O/C ♦ r r ♦ ♦ + . ATTACH TO TOP OF HEADERS +a+. r ♦ • • • ♦ ♦ ♦ • . . . . PER TABLE 4.9 OR 4.10 • ♦ • ♦ ♦ ♦ ♦ . + ♦ + ROLLFORMED HEADER . . . . ♦ r . . . . . "a G�5004-1-134 ALUM. ALLOY) r + r a i r a a r ♦ i , FOUR #14 SD SCREWS EACH SIDE FOR FOOTINGS UP TO d=28" 2' x 6,5' Rafter FASCIA FROM N1, N2, N4 OR N10 L #10 SMS e 6' Q/C �i I� 2"X 6 1/2" METAL SKIN Structural Panel �' 'I 3"X 3" 51DEPLATES POST Header 7S 'r ALUM. FOOTING BRACKE7 SANDWICH PANEL T❑ S SEE TABLE 4,9 OR 4,10 X N 1 J10 GALVANIZED HILTI HIT-HY HEADER C❑NNECTI❑N 150 MAX ADHESI •� ADHESIVE ANCHOR CICC ESR SEE NOTE N ti°.i:•. :° 2262) W/ 2.25' EMBED AND AT RI<Kj ."••°S•. .;• V 0 WASHER OR EQUIVALENT SLAB OR FOOTING SEE DETAIL BM �_, ION Gi Rnfter Tnlls 0.042' x 3' x 8' � NS B CKET FOR C❑NNECTING POST TO SLAB Header OR F❑❑TING (6063-T6 ALUM ALLY) 6 1�91 SINGLE SPAN ATTACHED UNITS ONLY * 6/IoAll * NUJ.° N ❑RT FASCIA DEW Post VIL �P y Amen' 5208 TENNYSON PARKWAY FSUITE 100 OFCALIFOp� - BOiLDiNCPRODUCTS,NC. pip O, TEXAS 75024 OCT 20 2011 BEJ/CP SCOLU NTS omponen Parts & Connection a ai Is — for Newport Patio Structures ICC ESR 1398(2009 IBC)10/11/2011 Page 40 of 60 Engineer's Stamp FlUt. NP01-2009 1 of 4 2 5' 3' r r2.-� 7141 #10 SMS COVER PANEL 2 6' ❑/C 1' 1' 0.024' 0.024' SEE TABLE 4.10 4,656 0.29 Live _ MAX"L"FOR TOP moo 0 0 3' 0.024' ENCLOSED IN 6 5/8' 3' Load Wind Speed OR SIDE MOUNT 7,75' DETAIL M30 0,0750 37 (psf and Exposure 16"o!e ? 2'r,;TYPICAL 10 85 mph Exp B 20'-4" 13'-7" 2,000L/��I. 3' — 12 (t= 0.105') or S0 mph Exp B 18'.3" 12'-2" t= 0.030' ALUM 105 mph Fx B 13-8 _9'-1' = 0.040' ALUM 110 mph Exp B = 0,041' STEEL r3SOUARE COLUMN 85 mph Exp C 14'-9' s-10" 0.875" TYP. I� 4.043 (30D4-H34 ALUM. ALLOY) — NOTE O , 90 mph Exp C 13'-3" I s'1a' N I!� 2' x 6,5' SIDEPLATES POSTS MAY BE TRIMMED w/FLEX 20 105 mph Ex C ALUM. FACING. (3004-H34 ALUM, ALLOY) p � I STEEL "C"— CHANNEL HEADER CALIFORNIA FASCIA { 110 mph Exp C N9 N 10 ALUM 6063 T6 3" ALTERNATE POST `'SIDEPLATE CONNECTION DETAIL {STEEL A-653 Fy=50 KSI) ( ) N 1 1 (3105—H25 ALUM. ALLOY OR TOP MOUNT BRACKET NOT ALLOWED =40 KSI STEEL IN SNOW LOAD AREAS A-653 F Y ) SEE GENERAL NOTE #9 FOR CORROSION PROTECTION 3' x 3' METAL POST 114X1.5- SCREWS 0,125' _ 6 PLACES 1.5' SEE GENERAL NOTE 19 °.2' sroz(Fr"33� EXISTING SAVE [� a. OF WOOD FRAMING o r n ass•vme 1.5' EIGHT #14 SMS e.� STRUCTURAL PANEL 7xE�DxEA BOMD(Daq ilr) TWO 3/8' X5' LAG SCREW DETAIL N8 ALUM �GOGR'L N01E+13 0.125'x1.5'x1.5' W/ 1'0 STEEL WASHER PANEL wncrn 0u.IZ'' STEEL (Fy — 33 KSI) ONE ON EACH SID£ 0 T� MDUNT �� �fRr "" BRACKET. 1' SPACING 3��" N H OF POST THESE DETAILS ARE LIMITED BETWEEN SCREWS TO 110 Mph EXPOSURE B AND L a* w ALTERNATIVE EAVE ATTACHMENT 100 Mph Exp C 2x OF LEDGER BOARD •- D000LAS FIR FM r" SIDE MOUNT BRACKET LUMBER FLOOR V MIN GAP ALL HOUSE PENETRATIQNS JOIST OR HEADER BETWEEN N 12 LEDGER AN MUST BE COMPLETELY TO ALLOW DRAINAGE SAVE OVERHANG AND 'L' MUST PERMANENTLY SEAL 4� N G� ATTACHED STRUCTURE POST TOP MOUNT BRACKET ALSO COMPLY WITH DETAIL N21 TO DECK FLOOR JOIST ^�6� `1�3\\9�I N 14 0.024" OR VIL 0.040" TYP. ASTM A500 GRADE A FO 3' ALUM SQUARE POST 3.00' 3 °r 4 or �' STEEL POST FCALIF S E E GENERAL E N E RL NOTE ' � TIB OCT Ot =0.024' 3004H34 R=-0937 N17 5208 N PARKWAY t =0.040' 3105H26 TYP, #9 FOR C❑RR❑SI❑N PLO PROTECTION SUITE TEXAS 75024 3' or 4' DPA8EJ/CP ICC ESR 1398(2009 IBC)10/11/2011 Page 41 of 60 NTS Com fpone Nee wport Patio Structures a s ConnectionDetails or Engineer's Stamp NP02-2009 2 of 4 20 GA ASTM A653 GRADE 33 STEEL BRACKET Uw)Snow Lad RAFTER MAX DISTANCE TO FIRST ROW OF POSTS-L" 4' 4— 114 SMS 1�r•1 rONEF R#8 SCREWS INTO RAFTERAND S_ddUw-rVVi SIZE �1 _ LAVEOVERF4IN(x EACH SIDE _1 ASC4A I24^o+c1 PER RAFTER ROOF COVERING IS MAX 10pd_ 2x1 21'-0 za.B 1r _ r1' —3A' - __ - 3 PSF. HEAVIER ROOF 9°MPHExpB 2x6 21'-0 21-0' zrD z+-0 tr=1 zx8 zr-0 210 z1-6 2-1 21-M 2.75' RAFTER ADDITIONAL SHALL REQUIRE ADDITIONAL ENGINEERING loud 2x4 2r-0 1sT-3•_ -n•s•_ r+•_ ?�• b' ANALYSIS 90 MP P'xpC.� zxe -z1•-o 2f-1 2+'-0' 2H4 "te•r 3"X 8" ALUM. HEADE ♦ k 1 0- DETAIL "A" ixe 21-0 21.0`z1-0 2rd z1d `f� I 2"x WOOD FRAMING 20pd 2x4 14%V 1a-4• c-0 3.6• r-10• 078'�[ FASCIA WOOD DOUGLAS FIR-LARCH (NORTH) i05 MPH ExP e' _zis _t�'0 ira iC o- +r•1 r -eB 2'X 6 1/2'X .024' Ilhh�222 25'« III r SEE DETAIL OR BTR zxe lid i4a +s o'is a t4'-0 #14 x 3/4' SMS A 0 Rx�IT 2spd 2x4 13•-8•_-v-1r s•a- 1-3- _,..e_ ALUM. SIDEPIAIE HANGER 105 MPH EaDC �2it �3•- 1T.6- •`ism 1+-5 e•.r 3" x 8" ALUM. HEADER 2x8 13W 13.6• IT-V 131-81 IN-W - �_ zxa 1a•r ia.r is za 0 a +/ 3oPd 2x4 1a-r r-7• 4 _ 3" x 8" HEADER 4- #14 SMS na MDii Exp c :'=s ' i°•r'iar 1Da'_`s-r-s,i N2 CONNECTION EACH SIDE FASCIAN21 40pd 2x4_ a-1°• FT 3'-r _a�_ o'-0_ 4- #14 SMS i J2se `s=;p-a=10- or es' 4W EACH SIDE 24" 0/C SEE TABLE 7.5 FOR FOR MAXIMUM 2x6 SOW oa0• a•+o� 07-10- s•10- 6063T5 ALUMINUM FASTENER SCHEDULE ALTERNATE SAVE c0pd :x4 6-s 4-0 a o-0 o'-0• OVERHANG SEE BRACKET SEEE GENERAL NOTE SCHEDULE 0 RIGHT ATTACHMENT 2xe 6'-5' 8'•5' 8 5' d'_ T-2• #23 —2x8 6-S 8`5— 8'S' I85 S'•i+' f10 SMS o 6"0/c 2' �aox3` SIONA ae4axrxsree -4 1 1 ' WITH SIDEPLATES 2" x 6 1/2 x .024 �°= ALUM. SIDEPLATE Qc20 GPR` 1 Ng ��F 00 661 11s,1 5' * � �yol� 6,50' o V OR 12"WIDE 1/2 O - 14 SMS ALUM"POST, OUBLE 2"x 6.5" or 3"x 8" STRUCRRAL PANELS # HEADERS IN PLACE OF EACH SIDE 3"X 8" HEADER WITH V1L ��P 0 2'X 6 1/2` ALUM. 24' ❑/C POST & SIDEPLATES FOfiCAtlf 0.040'x3'x3• o 0.036" HEM N4 ALUM POST SIDEPLATE TYP 3"X 3" p0 OCT 20 2011 TIP. P T END VIEW RAFTER 3.00' DOUBLE ALUM ALUM 1/RAFTEER 27X12' gER 24 HEADER CONNECTION O 16" OR 24' ROLLFORMED @DETAILS ROLLFORMED HEADER 'N4' CONN. DOUBLE 2'X6,625' HEADERS (➢ETAIL N31) O.C. HEADER TO STRUCTURAL PANELS N25 DOUBLE 3'XB' HEADER (DETAIL N30) #14 x 2" SMS 2"X 6 1/2' M. FASCIA �ti 1 6 N 2 F� 0.5' MI SEE TABLE 7.5 f 10 SMS O FOLLOW- 1,625' FOR SPACING ING SPACING. .040' 6" O.C. FOR 6'"PANELS 12" O.C. FOR 12 PANELS NA AVTERNATE-DECORATIVE / 1.50" S£E TABLE 75 #10 SMS a -FASCIA TRIM TMAX LOADS FOLLOWING 10 PSF 110 MPH EXP C 2.50' SPACING 1. N26 30 PSF 110 MPH EXP B OR 3.50' 6' EL. FOR / 20 PSF 105 MPH EXP C AI.50' PANELS 12' O/C 2'25" 25 PSF L00 MPH EXP C FDR 12' PANEL A-RAIL-SEE t=.06 ORDETAIL 'J' TYp. 2.50' 30 PSF 95 MPH EXP C r Amel7m.4 X 5208 TENNYSON PARKWAY EXTRUDED HANGER STRUCTURAL PANELg[1ELDL\CPRODCC15,fNC. SUITE 100 43" (6063-T6 ALUM. ALLOY) PLANO, TEXAS 75024 0.30= -T G�(3()OLOL4 H34 HANGERTYM - 34 ALUM. ALLOY) BEJ/CP 1.50" NT5 ornponerl a s Connection a as s ]CC ESR 1398(2009 IBC) Engineer's Stamp 10/11/2011 Page 42 of 60 for Newport Patio Structures NP03-2009 •3 of 4 SEE SHEET MS FOR 2x wood studs OF STEEL POST SLAB REQUIREMENTS SoUd P�e 5 or BTR ®16" o/c FOR CONSTRAINED 0.042x3'x8' ATTACH PANELS FOOTINGS Atur�. Brncket HEADER PER DETAILS 4. D D DETAIL L9 (0.060') AZ, BD OR BG 2" Q p d ice or SoUdtPanels B a SMS Alun, Bracket(0.060' a SMS 1/4" LAG ) A a SCREW PER TABLE 7.5 d Q p _ �I a• x e• Header fF2 2.25 MIN „ANC4". c, 0.024' 3' x 8' Header 41 (DA42') or 3„ v d Q O.032' \ (0,042) I I 00 0.040' ,� 2' x 6' Side Plate 9i N14 SM i i 014 SM Q I I 3• x s' Header CONCRETE FOOTING CONTINUOUS 2x DF WOOD LEDGER N31 3'x3" POST I I OR PROVIDE SIMPSON STRONG TIE dI N3o /^ I I 3'x3' POST MSTA36 (ICC ESR 2105 AT SPLICE 3/8' x 9" STEEL REBAR EMBEDDED AT 'B' RA;F E5 & SIDEPLATES I I 2x6.5' SIDEPLATE LOCATION) HEADER (3004—H34 ALUM. ALLOY) I i „ d < 33' B = 9 v COVER W/ 0.019 ALUMINUM d < 38' B = 12' (�64—H34 ALUM. ALLOY) d < 46' B = 18' N32 ALTERNATIVE SPLICE FOR ATTACHED UNITS N29 FREESTANDING OR ATTACHED N34 LEDGER BOARD ATTACHMENT POST/F❑❑TING C❑NNECTI❑N Seal with permanently flexible 1/4' LAG SCREWS FOUR #14 SIDS EACH SIDE & waterproof sealant INTO WALL STUD)RATION CONTINUOUS 2'x DF LEDGER SEE GENERAL NOTE #23 BOARD OR PR❑VIDE SIMPSON DF SS N 'r 3" X 8" BOX 2' x 4' STRONG TIE MSTA36 (ICC ESR WOOD A--A-- BEAM HEADER D❑UG FIR 2105) AT SPLICE L❑CATI❑N STUD ALUMINUM "H" WOOD STUD 1,00'min, COVER W/ 0.019' ALUMINUM ar mmew � $139� 3" 'r B" 3"X 3"CKET ALUMINUM � POST 1/4' Lag Screw 3' x 8' ALUM * 0/2013I .r DETAIL L7 BRACKET * 3" vlk- 3,5' MIN ASTACH PER N26I DR N27R 1 � ® _— 3WXSI ALUM FOtIFOQ�\P asp HEADER F A Completely Sea! with OCT120 20 it 3` y permanently flexible & N36 FOUR #14 SDS EACH SIDE waterproof sealant N35ALUMINUM 'H' BRACKET FOR 2.5' MIN PENETRATION 71,00'min, 2,25' MIN CONNECTING POST TO HEADER INTO WOOD FRAMING k14 SELF-DRILLING SCREW (6063-T5 ALUM. ALLOY) Synthetic Stucco or other non-structural covering (1' max. thick) POST ALTERNATIVE FOR SLAB ATTACHMENT Sheathing MAX WIND LOAD IS 100 MPH EXP B AND 90lelllllaX 5208 TENNYSON PARKWAY g MPH EXPOSURE C �- RUILDI�\GYRODUCTS,f�C. SUITE 100 SEE ALLOWABLE DISTANCE TO FIRST N33 STUCCO ATTACHMENT DETAIL W/ PLANO, TEXAS 75024 ROW OF POSTS IN TABLE 7.7 LEDGER BOARD DPAM W. BEJ/CP ICC ESR 1398(2009 IBC)10111l2011 Page 43 of 60 NTS am en Parts ConnectionDetails StAM- forr Structures Newport Patio Structures Engineer's Stamp NP04-2009 4 of 4 R= 0.2" 0.95' 0.92' .876' 516" -1.500 R=.125' R=.125' 561' OUTSIDE 7� R= 0.15° p NSIDE 1.903" 450• 1,625216" TYP. 0,750 ��0.5- 3.0" 167' I .T118�7" 2.464" t #10 scREWS1.654" " @ 6' Q/CSEE DETAIL D 55 1/2' 42' 1.714 8j(P. r/55 ZSEE DETAIL D 167' 1,625 LSEE DETAIL B �' 6,00' 12.0u 6,500 0.125 2.500 ATTACH TO TOP OF HEADER BEAM AS PER TABLES 4,9 OR 4.10 2.00 O 2,5'x6' SUPER SIX PANEL OR ATTACH PER STRUCTURAL FASCIA DETAILS 1.625 1 t = 0.018' 3004H36 I t >0.018' 3004H34 B 2,5'X12' MARK X ALUMINUM PANEL 5- 0 0,018'-0,032' 3004 H36 0.316 0.036' 3004 H34 o,71a 2.000 1.625 0.036 0,992 0.875 R0,125 ��gs10N G/ 18' slx #sa sns 50 + R0.125 R0,153 + Q�°GPRti NyE�. 5' [IN EACH s1nE 3.00 10.350 0.295 1 J OF SPLICE 2.000 + I O O O CENTERLINE OE 6 1/2" ROLLFORMED FASCIA 3004H34 ALLOY © 0.363 L958 6#3139i Elx6/0O a'� 6.50' 1 5.5' *i - -L O O SEE f--0,525 1.060 SEE �'� OF CAI. OQ�\P 5" 4" 5° SPLICE LINE DETAIL D 6.000 DETAIL B CALfF g, 9, 716471 � #10 SMS 2'x6' FLAT PANEL OCT 20 2011 3 - 114 SMS @ 6' ❑/C t = 0.018' 3004H36 ALUMINUM ON EACH SIDE t > 0.018' 3004H34 ALUMINUM OF SPLICE 0.0750 L) R= 3 ' METAL SCREWS @ 3' 0/C O ROLLFORMED HEADER SPLICE 4.656 1,000 (3004-H34 ALUM. ALLOY) " ROLLFORMED HEADER SEE TABLE DETAIL E 4,9 OR 4.10 2,000 0.51 s' R= 0.08" OUTSIDE-�I. TYP. 3 �• 0.125' t= 0.036" ROU_ FORMED 0.72' HEADER SPLICE, T4GIiT I� 3.09 " R= 0.201.7 0 FIT INSIDE OF HEADER, 4.043 2.06 TYP. 9" EACH SIDE OF s .3� SPLICE © CALIFORNIA FASCIA SEE 1.250" ON EACH SIDE (6063-T6 ALUM. ALLOY) DETAIL B 6.00" 6.00 OF SPLICE 12.00 O�kmerimaX SUITE 100 5208 3.5'x12' 'W' PANEL YSON PARKWAY Ot = 0.018' PANE6 ALUMINUM BUILDING PRODUCTS,INC. PLANO, TEXAS 75024 t > 0.018' 30041-134 ALUMINUM 8EJ/CP NTS Component Parts & Connection Details ICC ESR 1398(2009 IBC)1 011 1/201 1 Page 44 of 60 Engineer's Stamp CDOl-2009 1 of 9 NOTE: 8 - #14 SMS 0.67' HEADER SPLICE MUST BE LOCATED WITHIN ' 0,09' #10 SMS @ 12' OF A POST. E WITH 6 E GHT FIT' ❑/C 0.15 EXTRUDED HEADER .720" � IIVSUD DER 4 0.38• 5TABIUZER CUP o 0.15" � � 0.54' .5" 5' #10 SM 5.406"S @ 6' ❑/C �_ 10" 10" �5" 5 .5 T 5,75' —} 0.50' 24» 0.08" EXTRUDED HEADER 1 B — #14 SMS SPLICE WfTH TIGHT FIT INSIDE HERDER. 0.63" r-11 O ALASKAN HEADER SPLICE o 217• 2,31' .250" R. (6063—T5 ALUM. ALLOY) TYP. ~— 4.00" NOTEO I-- 4,00' 062' SSEDETAIL 'BB' FOR EXTRUDED .115 GAUGE TYPICAL R=.375" HANGER W A—RAIL 1.187" / 4- 1/4" BOLTS OR 4-- #14 S.M.S. 0.1," 0.192 O A-RAIL QH CLASSIC FASCIA � (6063—T6 ALUM. ALLOY) W/ STABLIZER CLIP .437" (6061 —T6 Alum. Alloy) 0.215 2.750 750" #10 SMS @ goo" #10 SMS @ o.s7s �o.os7 6' ❑/C 6' ❑/C .291' 375' a 375" STABILIZER CLIP— 2.965 o SEE DETAIL V. 1/2" �1/2" 1/2" 7" 7„ 1/2" OM STABILIZER CUP FOR EXTRUDED 16" HEADERS 'H' & 'L' #10 SMS @ 6" O (6063-T6 ALUM. ALLOY) SPLICE DETAIL ❑/C N O/ SMS @ 6' ON 5 EXTRUDED HEADER SPLICE "r 1.0" 813" ❑/C 6063T5 ALUMIMUM ALLOY �3 1/2�� STRUCTURAL 5.40 6 � PANEL STRUCTURAL PAN L ui Sg10N 079" .079" 2.725" 0.062" 0 611 \\9` 109" 0.062" `04 s,3o/ko1 � * (ai�maX 5208 TENNYSON PARKWAY I 4.00" 3.00" F VI IFCP BUILDL\C PBODUCfS,II�G SUITE 1 00 OF TEXAS 75024 O ALASKAN HEADER Q 5 1/2' EXTRUDED HEADER CAL PLAN0 BEJ/CP TrPF (61d5—T5 ALUM, ALLY) (6105—T5 ALUM, ALLOY) OCT 20 2011 NTS Component Parts & Connection Details ICC ESR 1398(2009 IBC)10/11/2011 Page 45 of 60 Engineer's Stamp WE -CD02-2D09 .2 of 9 DETAIL H II 41 8 — 114 SMS II I FOAM CORE SANDWICH PANEL WITH CURRENT ICC ESR ii -10K ;0--y T II T 5.49 j I .300 .110 R, 4" r + + a f + + + + + jl . . . . . . . . . . . . . • • • . • . . ;•;*;+;•;+ +' ;+; +;.++;+;+;+;+; USE OF FOAM CORE SANDWICH �� .050 R. TYP. �� 4.4500• 5" + + + + + + r t + + + + + + I I II — " + +,.a+i .....+. .+.+.. +i+ PANELS WILL REQUIRE A REGISTERED II II 2.00 5" 10" 5 5 1d 5" '.'+'* + + . . . . + . « . . DESIGN PR❑FESSIONAL TO COMPLY II II + +' `.`• . « WITH CURRENT ICC ESR I i �I . . ♦ ♦ 4 a ♦ ♦ ♦ ♦ ♦ 4 ♦ ♦ + 1 + • • • + + + + « + • ` • ♦ + 3.74 P CLASSIC ALASKAN HEADER SPLICE + + + + + + + + + + + f + + + + + t + .100 THICK TYPICAL (6063 T5 ALUM. ALLOY) METAL SKIN HEADER Op SANDWICH PANEL TO HEADER CONNECTI❑N z�+ STRUCTURAL PANEL SEE TABLE 4,10 SEE TABLE 4.10 775' 16 GA (t=0,059') 3'X8' STEEL HEADER rr*nO 12 GA (t=0.105') 3'X8' STEEL HEADER ASTM A653 GRADE 50 12 GAUGE (0.105') 16 GAUGE (0,059') 3X8 WRAP REQUIRED AS PER DETAIL AW I 0.875" TYP. @7' x 4" I BEAM HEADER F 7,0• (6105--T5 ALUM, ALLOY) ,09' TYP, O�,5g10N c/ t 6! 139 �' •AtIleI7IYlaX 5208 SUITE 100 TENNYSON PARKWAY * RUILDI\C PRODUCTS,[NC. PLANO, TEXAS 75024 4.0' VIA"Iffn Vll P BEJ/CP Tvm FOFCAt 1FOQ NTS Component Parts & Connection Details ICC ESR 1398(2009 1BC)10/11/2011 Page 46 of 60 OCT 20 2011 Engineer's Stamp W.CD03-2009 SHEU. of 9 4" "1' BEAM �SgION 1/2' Bolts w/ 0,56' QQ��P�t�l 6,> 1' Washers 0.09" —t=0.09" , � .6/$0/2 1`� 10.31 . 1/2" Bolts w/ 7.0" �- -�I �_� 1' Washers �J FOF ORC�\P p" 0 1" 2-7" C SPLICES 4i 4,00' .88' 2" �� CALIONE EACH SIDE oCT 20 2011 D1= r ^I" BEAM 36" �- - eI-�--e--- 1.0" , D.12" 0,13' 2 4' 3.00' --� 7" X 4" I—BEAM SPLICE (6105—T5 ALUM. ALLOY) �x 4"X3" I BEAM FULL STRENGTH SPLICE BOLT LAYOUT OU 7" X 4" ALUM. I—BEAM FULL STRENGTH SPLICE BOLT LAYOUT 6063—T6 ALUMINUM ALLOY SEE TABLE FOUR #14 3.00 4,9 OR 4.10 SMS PER HEADER 0.72 1.56~ 0.72 SEE TABLE 4.10 0'024" —10.93 F 0.56' 3.00' AM R=.0937 0.72 TYR _T 3,00 O 3" SQUARE POST DETAIL W 0 28 0.93 1.56 (3004—H34 ALUM. ALLOY) I DETAIL AH 0.37 4.00 0.072' 2.. 8' OR AG 0.72 0 --0.17 --I f—o.11' D❑UDLE STEEL CLOVERLEAF HEADER t = 0.041" ASTM A653 GRADE 40 �W 3' X 3' CLOVERLEAF HEADER a.13'(A-653 F =40 KSI STEEL) -----3.00' 4"x3' I BEAM� 6063—TG ALUM Y Ame�`Im�x SUITE iaoYsoN PARKWAY Y cull pxoo�cTs,mc. PLANo. TEXAS 75024 BEJ/CP SCAM, wMe NTS Component Parts & Connection Details ICC ESR 1398(2009 IBC)10/11/2011 Page 47 of 60 Engineer's Stamp •CD04-2009 SHM. of 9 .75' FASCIA HDR. TYP. LM TWO 3/8' BOLTS till 1.5 FOUR #14 SD SCREWS EACH SIDE UP TO d=28" FOOTING 3"X 3' 2"X 6 1/2" T .75' TWO 3/8' BOLTS W/ 1' DIA. SIDEPLATES WP. x 3/32' THK. STL. WASHER ALUM. FOOTING BRACKET 0.062'XI.5' SQ ALUM W/ DECORATIVE J'0 GALVANIZED HILTI HIT-}iY 15D MAX .5' ALUM SCROLLS OR SOLID FILL ADHESIVE ANCHOR (ICC ESR 2262) W/ '0 GALVANIZED HILTI HIT-HY ISO MAX ADHESIVE -5 2.25' EMBED AND V 0 WASHER OR r EQUIVALENT t •►• r ANCHOR (ICC ESR 2262) W/ 2,25' EMBED AND V 0 .� I' PO ST 'O•,*;,• �••, SEE SEE DETAIL BM FOR OPTIONS �DETAJL'AFWASHER OR EQUIVALENT. �f ' SEE DETAIL BM FOR OPTIONS 7S SLAB OR FOOTING TWO 3/8" BOLTS X Lj ro: AD ALUMINUM F❑❑TING BRACKET FOR C❑NNECTING TO ---BOTTOM CONK. CHANNEL �.s, 9 CONCRETE SLAB OR F❑❑TING —I2.25' 4.5' 2.25' r 6063 T6 ALUM ALLOY © SCROLL POST C❑NNECTI❑N TO CONCRETE SLAB OR F❑❑TING ONLY USABLE FOR SINGLE SPAN ATTACHED UNITS BRACKET = 6063 T6 ALUM ALLOY POST = DETAIL AF ONLY USABLE FOR SINGLE SPAN ATTACHED UNITS � 3,. � 3.000' 0.062 37" 4) 3' or 4' or �l 1" r .688'4) 3" 3, 0' n'P. AG � 0.37" .094- I 7 0't4} CD 3' or 4'--y 68 "(4) 3' or 4' ASTM A500 GRADE A STEEL POST t (IN)= 0.030, 0.040 (ALUM .437T4) SEE GENERAL NOTE #9 FOR = 0.041 (STEEL) CORROSI❑N PROTECTION .12�36�a,D. AH .020" DP. 3' ALUM OR STEEL CLOVERLEAF x �o} .062" RAD.(20) 1,50 POST .187" RAD(16) (3105 H25 OR ASTM A653 GRADE ®COLONIAL POSTS O TWIN 1 .5" SO. X .06 �O11�: N GGy 40 STEEL) (3" ALUM. 6063-T6) "t" = 0,062" UNLESS OTHERWISE NOTED EXTRUDED POST Gp I ` s -Am • (ALUM. 6063—T652) 6 1ya � I�lle'� 1 SUITE 100YSQN PARKWAY g/ p/ 0t BUILDGYG P60DUCTS,INC. PLANO, TEXAS 75024 1s * DRUM W. VIL Q BEJ/CP FOFCALIF NITS Component Parts & Connection Details ICC ESR 1398(2009 IBC)1 0/1 11201 1 Page 48 of 60 Engineer's Stamp FILW OCT 20 201 I CD05-2009 .5 of 9 POST SPACING IS RESTRICTED TO THE 'ON SLAB' SPACING SHOWN IN TABLES 54, 5.5, POST 'A' DETAIL AD 5.6, 5.7, 5.8, 6.1, 6.5, 6.6, 6.7 OR &8, SOLID COVERS MUST USE THESE DOUGLAS FIR UTILITY RESTRICTIONS EIGHT 014 SMS GRADE OR BTR FOR 10 PSF SNOW/LIVE LOAD MAXIMUM WINDSPEED IS 0 TWO WXS' LAG SCREW W/ 1' WASHER, 110 MPH EXP B ONE ON EACH SIDE OF POST. O C) 100 MPH EXP C FOR 20 PSF OR GREATER SNOW/LIVE LOAD MAXIMUM WINDSPEED IS DOUGLAS FIR 110 MPH EXP C LUMBER FLOOR JOIST OR HEADER AL ATTACHED STRUCTURE POST SEE SHEET M8 FOR CONCRETE TO FLOOR JOIST STEEL POST SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS 4. p 0 3/6' x 9' STEEL B I REBAR EMBEDDED AT 3' x 3' ALUMINUM p p D 'B' DEPTH TWO 3/8" BOLT POST 4 d 4 A q d < 33' B = 9' 0.091" TY r d < 38' B = 12' d < 46' B = 18' .750" d < 51' B = 24' .9" 2.25" 11.0" v d 097" CONCRETE FOOTING 11 SgION O1 4" MIN � C/ AQ FREESTANDING OR ATTACHED STRUCTURE QQ COLUMN TO FOOTING CONNECTION DETAIL 1.571" 6.4,139� 5.5" J'0 STAINLE S STEEL HILTI KWIK BOLT TZ (ICC EX'.6/30401a ESR 1917) W/ 2' EMBED WITH 1'0 STEEL WASHERS * ,t MAX F❑❑TING SIZE IS d= 31" r VIL POST TO F❑❑TING ATTACHMENT DETAIL FOFCALIF s. r� � 5208 TENNYSON PARKWAY AP SINGLE SPAN ATTACHED UNITS ONLY OCT 20 2011 u_ aU[Ln PRO��n Cn iS p SUITE 100TEXAS 75024 BEJ/CP SQqL- NTS Component Parts & Connection Details ICC ESR 1398(2009 IBC)10/11/2011 Page 49 of 60 Engineer's Stamp o+ CD06-2009 M.6 of 9 3/8' BOLTS W/ 1.0' DIA, 73• 7' x 4' use 6 - 3/8' bolts FOUR #14 SMS EACH Si x 3/32' THK. STL. WASHER OR ls�s• 4' x 3' use 4 - 3/8' bolts #14 SDS. SEE NOTE FOR QTY a18B x3 7C1•STEEL 3" X 8" BOX POST M LARGER I' iT BEAM HEADER 1A 3" 6" .ovr ALUMINUM "H" BOLTS "I BRACKET 2 25, � 1°"''"• � 3'X 3" ALUMINUM COLU M N ALL '1' BEAMS & 'C' BEAMS USE TABLE 7.3 COLUMN H FOR NUMBER OF HORIZONTAL BOLTS o.osl• 3/8' BOLTS O ALTERNATE - I BEAM TO POST CONECnoN USE TABLE 7.4 COLUMN N OR #14 SDS 3+ „ FOR VERTICAL BOLTS 3 x 3' POST USE 7.3 COLUMN I FOR Seal with permanently FOUR #14 $M$ HORZONTAL #14 SDS ftextbte L waterproof AO ALUMINUM H BRACKET FOR USE TABLE 7.4 COLUMN L sealant EACH SIDE CONNECTING COLUMN TO HEADER FOR VERTICAL #14 SDS(SDS= SELF DRILLING ALTERNATE 3" SQ. POST CONNECTOR BRACKET 6063—T5 ALUM. ALLOY O SCREW) (6063-T6 ALUM. ALLOY) CONTINUOUS 2'x OF LEDGER BOARD OR PROVIDE SIMPSON 2' x 4' BOUG FIR STRONG 7IE MSTA36 (ICC ESR QF� / WOOD STUD 1.00,min. 2105) AT SPLICE LOCATION QQ GP(�t N OFF 1/4' BOLTS ASTM A307 COVER W/ 0.019' ALUMINUM SEE BELOW FOR QTY ALUMINUM 'I' BEAM OR STEEL "C' OEM6 1�9 MIN 1/4' Lag Screw 1 1' ^# 6! 01 Ol ATTACH PATIO COVER TF o 0 AS PER AZ, BD OR BG e•FM BOLTS W/ 1'0 x VIL 0 0 3.5' MIN Corlpletely Seal with �Q 11 o WA t � THK STEEL ermanentl flexible & FQFCAt1FO WASHER. SEE TABLE P Y SEE TAB BOLTS 7.4 COLUMN 'N' FOR waterproof sealant r3X�8 COLUMN '.3 QUANTITY. OCT 20 2 I 1 FOR QUANTITY TW❑ MINIMUM FOR ATTACHMENT TO NON-STUCCO AY WRAP WALLS SEE TABLE 7,5 'ANC4' 3 STEEL POST FOR ATTACHMENT THRU STUCCO SEE STEEL POST-7 "t" = 0.041" 2.5' MIN PENETRATION 1,00'min, ALLOWABLE DISTANCE TO FIRST DOUBLE OR SINGLE 3'X8' STEEL C INTO WOOD FRAMING ROW OF POSTS IN TABLE 7.7 BEAM. BOLT LAYOUT FOR SPLICED AND Synthetic Stucco or NON-SPLICE ATTACHMENT other non-structural AT 3" STEEL POST TO HEADER CONN. BRACKET covering (1' max. thick) Req'd Beam #of (6063-T6 ALUM.) Sheathing LEDGER B❑ARD Av ATTACHMENT DETAIL Type 1114" olts l-2.5 mmmmmmm 0.875' B-114 SMS F r All C Beams "On Slab" 4 16G Steel 3x8 4 AW _ Single/Double 12G Steel C 8 3'x8'x 12 (t=0.105') a DETaLw (60 psf Double 12G Steel 3x8 9 3"X 8" BOX-1--le7.75' OR 16 ga (t=0.059') � BEAM WRAP STEEL C BEAM 8-}14 5MS � 3" X 8" STL. 'C' BEAM `IY11X SUITE 100 YSON PARKWAY WRAP Wf 3" X 8" ALUM. 80X BEAM BUILDf�CPRODUCTS,111C PLANO. TX 75024 O POST TO HEADER CONNECTION FOR 3" X 3" STEEL HEADER 'W' BEJ/CP NTS Component Parts & Connection Details ICC ESR 1398(2009 IBC)10/11/2011 Page 50 of 60 Engineer's Stamp C007-2009 SHM., of 9 STRUCTURAL PANEL �SSION 1 g0 A-RAIL - SEE 1.625' pF Cijy DETAIL 'J' 0.040" ^C IIIIII 68a 3s� SEE TABLE 7.5 l 01 .750" * 6/ 0/ 01 0o N SEE TABLE 7.5 SMS 0 2.50' * "' <FOLA'INOG SPACING: OR 3.50" V11. �\Q `0 0.062" ° 6" O.C. FOR 6" PANELS �OFCAI.IFOC� 00 12' O.C. FOR 12' PANELS OCT 20 2011 LIL50'' 1.325 ® ROLLFORMED HANGER 1-790. (3004—H34 ALUM. ALLOY) BB 3 1/2" "J" HANGER #14 x 2" SMS #10 SCREW ® 6" O/C (6063—T6 ALUM. ALLOY) SEE TABLE 7.5 #10 SMS A FOLLOW- FOR SPACING ING SPACING: 0.5" MIN + 6" O.C. FOR 6' PANELS �I 12"O.C. FOR 12'PANELS 1.50" MAX LOADS 6.5" 1.686" 1 10 PSF 110 MPH EXP C 2.25" 30 PSF 110 MPH EXP B A—RAIL t=.062" OR 20 PSF 105 MPH EXP C TYP, 2.50' 25 PSF 100 MPH EXP C DETAIL J 11 30 PSF 95 MPH EXP C 1.500" .43" �0_1.50"_ 30� ® ROLLFORMED HEADER 'E' CONN. 062" DETAILS TO STRUCTURAL PANELS TYP.~� 1.562" BD EXTRUDED HANGER (6063-T6 ALUM. ALLOY) B� EXTRUDED CHANNEL CONNECTOR .87 " #10 SMS ® 6" O/C (6063—T6 ALUM. ALLOY) 2x wood studs DOUG FIR or BTR @16" o/c ATTACH PANELS PER DETAILS AZ, BD OR BG .050" #Y14 x 2' SCREW SEE TABLE a 1/4" LAG SCREW 7.5 FOR SPACING K PER TABLE 7.5 "ANC4" < MIN SCREW SPACING IS 1" CONTINUOUS 2"x DOUGLAS FIR LEDGER OR PROVIDE SIMPSON STRONG TIE MSTA36(ICC ESR ' 2.25" MIN 1.325 �Alrrle� SUIT TENNY50N PARKWAY 2105)AT SPLICE LOCATION BG 3 1/2'� "G'� RAIL COVER W10.019"ALUMINUM (6063—T6 ALUM. ALLOY) 1797• BUILDWGPRODUCT5,41G. PLANO, TEXAS 75024 BF DRUM BY' ITM- LEDGER BOARD ATTACHMENT 8EJ/CP NITS Component Parts & Connection Details ICC ESR 1398(2009 IBC)10/11/2011 Page 51 of 60 Engineer's Stamp i SHEET'CD08-2009 8 of 9 T 0.21'srm(Fr-3300 1x V67 ' EWS Live MAX"L"FOR TOP Load Wind Speed OR SIDE MOUNTPOST (Do LEDGER BOARD ExiS11NG FIVEand Exposure 16"o1c 124"otc EIGHT #14 SMS wooD FRAMTNc (p�}SEE GENEERAL NOTE #2310 85 mph Exp B 19'-6" 13'-0" HICKNESS ALUM j14x1.5' screws90 mph Exp B 1".. 11.4.. PANEL NANOIRroP Nau /14x3.5" screws105 mph Exp B 13'-1" W-9"1/8- STEEL BRACKET110 mph Exp B 12'-0" B'-0"L 1 a wfDNAGE (Fya 33 KSI) 85 m4'-3 e'1' SPACING90 mph Exp C it-9" 6'-i"BETWEEN SCREWS SEE TABLE 7.5 1' MIN GAPSEE CROSS SECTION 20 t05 mph EXp C 8'-6" 6'4"-- ETW FOR FASTENS OOF A LEDGE 110 mph Exp C 8'-8" SCHEDULE AND ROOF AND E ERIL NOTE #23 LEDGER FOR TOP MOUNT BRACKET SIDE MOUNT BRACKET ALL HOUSE PENETRATIONS MUST BE COMPLETELY AND EAVE OVERHANG AND 'L' PERMANENTLY SEALED MUST COMPLY WITH BI ALTERNATE EAVE ATTACHMENTS NOT ALLOWED IN SNOW LOAD AREAS { DETAIL BN ALSO O SEE GENERAL NOTE #9 FOR CORROSION PROTECTION FOR BOLT SIZE SEE OM'TJ' w r v/ 3/ar HER GALVANIZED HILTI HIT—HY 150 am4 64W 2.75' AS PER TABLE 7.4 MAX ADHESIVE ANCHOR (ICC ESR 1COLUMN M l O FASCIA KLHSU SEE COLUMN N 2262) W/ 2.25' EMBED AND 1' 0 �� � WASHER OR EQUIVALENT 2.25 0 6/a' 4E' 3' 0 3/e' �125 I1.01F 3.00'— 3/0' BOLT AS PER TABLE #14 x 3/4' SMS IM I 1A 7,3 sT B USE COLUMN C �M POST T❑ SLAB/ �ST�DLE USE N J o Pp❑TING ATTACHMENT o sL> Qeni N22 ST QTE: OR 90 BRACKET. SEE DETAIL BJPFOR ROPER CO ATION ON D 3'So.POST (DETAIL'AH) ^ �� SQUARE COLUMN BL ,o� @ 3" POST CONNECTIONS FOR ALUMINUM BRACKET 6063T6 BKH34 ALUM. � 6063T6 ALUMINUM BJ FASCIA HEADERS t = 0.090' >> SLAB ATTACH FOR 110 EXP C 3004�SAILD�AATEMSY1 BRACKET t = 0.090" >> F❑❑TING Cl = 28' MAX t = 0.090' >> F❑❑TING d = 41' MAX WITH DETAIL A Livers...Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS-L-- FOUR -- -- STEEL POST Sg1oN FOUR#8 WOOD SCREWS INTO RAFTER AND sdia Co,4.r Wirxl siz£ Five OVERMANC3-- 1- rONE FASCIA (24"oiC B' -12" T Is- ONE PER RAFTER RmF tIG 3S MAX 3 rsv, iEAv1ER Ruor — 10 ps! _2�4 1a_O 18 O 18 0 T 13�� 8-7'� Q G A CUVERING A SHALL REMMr AMOrrEMAL DIGDE'0041•, 90 MPH Exp B 2X6 78'-0, 18'-O' l9-a 13•-4- 6•-7- c "+7 u �2x s .�-19-Sr.,. 18-0'—�B O�' _7-2- ._1 r4r V RAFTER 10 pst 2x4 16 O' 1a-2 5'Z' 7- a-o• I 9i W90 MPH Exp LC 2.6 16-0' 16-0' 16-a 11-1' 7'-1` DETAIL "A` 2'x WOOD FRAMING zxa 16'0 16'0 16(r t6 0 15.1ff * 6I�01 01 DOUGLAS RR—LARCH (NORTH) _ _.lops! 2xa 15-a r-10-_ _a_o'_-- 2X DF WOOD 110 MPH Ex G, 2x6 15 0 75 O 73 FASCIA 0D �2 OR ETfR p — 2xs is a is a— 15-a - i VIL _ 20 per_.. 2x4 14'2' 110 MPH Ezp C ...2x6 75. l5-(Y_ ild-4'._ 6 9 ... 4_3 FOF _ CAU� FNal ~ _._.. l_0' 2x8 15'-O' 15-a SS-0' 13'-6- B'•9" 26 paf _ 2X4 13'_10' 6'-1• 3'1• 1'-3• a-cr ® _ — — OCT 20 20l 1 I 1�p• ALTERNATE SAVE 110 MPH Exp c 2X6 15 a 16-6 1a 1 g-r a•-4 . BN — 2x11 is•o- is=a�is-a 13'-1` 9'-4` � !1 rifA 5208 TENNY50N PARKWAY L \1 1 FASCIA ATTACHMENT 30 p f 2x4 17-W 6.6. 7 6- 1 0 a-0 LLClllilllllllil SUITE 100 5EE TABLE 7.5 FOR MAXIMUM 110 MPN EXp C 2x6 i4-ff 14 9-z `s-io T.7"_ -- BUILDli�C PRQDUCTS,IIvC. pLANO, TEXAS 75024 FOR FASTENER aVERi1ANG 5EE ixa is 14'-0r 111'-10 e6 SCHEDULE AND SCHEDULE 0 RIGHT 40 psf zxa 10'-10• 4•-7 z-1 a-e Q%cr _.. —, GENERAL NOTE #23 2:6 13 0 1--O 3-- a•s ,1( BEJ CP _.. —......� --13'-0' 13'-D' 1O'-� 6'-1d' 2xe 13'-a15TIT—Me so p!! _2Ra e7!�' �3'^3'_ —' a•— o'-W— a-o'— NITS Component Parts & Connection Details ICC ESR 1398 2009 IBC 10/11/2011 Yx6 11-01 -. e 2 0- '•2- ' En ineer's Stam ( ) 2xa 11--a 1• 1a 1r 6-10 9 p .CD09-2009 SHUT:9 of 9 ALUMINUM RAFTERS OR S❑LID PANELS 0.040'X2'X6.625' ALUM HEADERS IIR--,,,,. NOTES, 0.042'X3'XB' ALUM HEADERS 1. FIBERGLASS POSTS ARE 2'XG.25' ALUMINUM DOUBLE HEADERS T AD BEARING, 2. A 3'X8' ALUMINUM DOUBLE HEADER AT T❑ HOLD COVERING PLASTIC HOLE PLUGS IGHT #14 SMS AGAINST MINOR LATERAL F❑RCES, 3. USE MULTIPLE BRACKETS AS NEEDED. 1' MIN 4. FIBERGLASS POSTS MAY BE #14X3/4' USED FOR ANY STRUCTURE. TEK SCREW STEEL ❑R 3/8'X �'4' BOLT I I ALUMINUM POST � I I I FIBERGLASS I I 1.5'X1.5' STEEL L POST COLLAR ANGLE BRACKET (TYP) I I I I I I I I I I I I I I FIBERGLASS { I STEEL OR ALUMINUM I I I I DECORATIVE M 2 I I LOAD BEARING POST I I I I I I POST COVER I I � —y}� FIBERGLASS I I I I I I N LOAD BEEARING POST I I I I M1 EXISTING ROOF STRUCTURES COMPLYING WITH ROOF SNOW LOAD THIS DETAIL D❑ NOT REQUIRE ADDITI❑NAL DRIFTING SNOW C❑NSIDERATI❑NS LOAD BEARING POST h GROUND SNOW MAXIMUM SEE DETAILS L25, L29, N8, LOAD (PSF) 'h' (IN) N29, AD,AP OR AQ FOR , I FIBERGLASS DECORATIVE 10 9 POST/CONCRETE ATTACHMENT ; i POST COVER 15 14 i FIBERGLASS 20 17 POST COLLAR PATI❑ COVER M4 25 18 30 20 1,5'X1,5' STEEL L 40 25 ANGLE BRACKET (TYP) ,SSIONA 50 30 SLAB OR 3/8'X3/4' BOLT of 60 33 Q� F❑❑TING j CONCRETE ANCHOR 667 3�91 M v a a4A4 A .610/ } ° a ...A, v' , 4.• VIL %Amerimax v " d' 4d 5208 TENNYSON PARKWAY a • v FQFCAl4F0� BUILDING PRODUC15,dVG SUITE toa PLANO. TEXAS 75024 °ba: •' OCT 20 2011 TWE v. CP SCALE Mr.- NITS Miscellaneous Details ICC ESR 1398(2009 IBC)10111/2011 Page 53 of 60 Engineer's Stamp .M1-2009 2.000 WALL HANGER 0,045 � 2'X2' FAN BEAM 6063T5 ALUM 0.120'x2'x2'X2' #14 SMS 2,000 1.430 NO ORIENTATI❑N SPECIFIED LONG 'L' ANGLE R0,170 6063T5 ALUM 0.060 ONE #14X2' B 0.048'x1,5'x2,5' 6005T5 3.00 SCREW or WALL HANGER 2 x2' FAN BEAM 0.72�1.56�0,72 ONE #10 SMS SCREW FAN — 0.93 �- FAN BEAM FASTEN TO HANGER . BE 0.042'x3'x8' 0.72 HEADER 2.5' or 2' 93156 3,00 STRUCTURAL -^� 0,2 PANEL 1 B 6,37 4-1 1,5' or 2' � 0,72 4LLt 0.041" 3' X 3' CLOVERLEAF HEADER (A-653 Fy=40 KSI STEEL) FAN BEAM A BB CONFORMANCE TO THE APPLICABLE ELECTRICAL Weight of Allowable Fan Beam Spans 0,042'x3'xS' CODE IS OUTSIDE THE fanilights 0.048"x1.5"x2.5" 2"x2" Fan Beam HEADER SCOPE OF THIS DETAIL 30 Steel Beam CEILING FAN OR AND MUST BE APPROVED 30 Ibs 15-10" 23` LIGHT FIXTURE SEPERATELY. L POST O SSION ;.. 6 1�39 VIL �P FOFCALIF 5208 TENNYSON PARKWAY SUITE 100 OCT 20 2011 PLANO, TEXAS 75024 DROWN TvFv W,: CP NTS Miscellaneous Details ICC ESR 1398(2009 IBC)10/11/2011 Page 54 of 60 Engineer's Stamp w • M2-2009 7.0 POST AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURE: Table7.3:Required Number of Fasteners for Shearing Loads Table 7.4:Required Number of Fasteners for Tension Loads �g-iON Aluminum Material Gage(in) Steel Gage(in) Aluminum Gage(in) 4 0.024 0.024 0.032 0.036 0.040 0.040 0.060 0.060 0,041 0,041 0.036 0.06 0.060 0.090 0.100 Allowable Width A B C D E F G H I J K L M N O �(+ for Attached Two Footer Design #14 3/8"S 318"B #14 #14 3/8"B #14 318"B #14 318"B 318"B #14 318"B 3/8"B #14 Design Fooler 1 Spacing between bells and screws " 6 �9 Trib Post Structures on Slab Size Uplift SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT BOLT SMS BOLT BOLT SMS Uplift Size shall be 2.5 times the shank , Width(ft) Live or Ground Snow Load d(in) (113s) 189 424 566 283 31s 708 462 1304 607 1522 554 128 865 1290 255 (Ibs) d(in) diameter * - 01 01 10 pet 20 psf 12 100 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 100 12 2 The edge distance of bolts and 3 42'-10" 22'-7" 13 127 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 127 13 screws shall be 3 times the 3.5 35'-8" 19'4" 14 159 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 159 14 shank diameter VIL ��\P 4 32'-1" 111 15 195 2 1 1 1 1 1 1 1 1 1 1 2 1 1 1 195 15 3 Connections shall be arranged so that the OF CALIF 4.5 281-6" 16-1" 16 237 2 1 1 1 1 1 1 1 1 1 1 2 1 1 1 237 16 center of resistance of the connection shall 5 25'-8" 13'-6" 17 284 2 1 1 2 1 1 1 1 1 1 1 3 1 1 2 284 17 coincide with the resultant line of action OCT 20 2011 5.5 23'4" ll 18 338 2 1 1 2 2 1 1 1 1 1 1 3 1 1 2 338 18 of the load. 6 21'-5" 11'-3" 19 397 3 1 1 2 2 1 1 1 1 1 1 1 4 1 1 2 397 19 6.5 19'-9" 10'-5" 2o psf Slab 90C 20 463 3 2 1 2 2 1 2 1 1 1 1 4 1 1 2 463 20 -AS4'E17iS;:WALLeATTACHMENT.S;FOR;L•"ATTICE!COVERS.71 7 18'4" Na 21 536 3 2 1 2 2 1 2 1 2 1 1 5 1 1 3 536 21 GRNO Wind M#b 7.5 17'-1" Na 22 616 4 2 2 3 2 1 2 1 2 2 5 1 1 3 616 22 NO Speed crews ALUMINUM A��,E SPACING 8 1W4Y' Na 23 704 4 2 2 3 3 1 2 1 2 1 2 6 1 1 3 704 23 LOAD and r er 12" 16" 24"' 30" 36" 8.5 15'-1" n/a 10 Ps Slab 90B 722 4 2 2 3 3 2 2 1 2 1 2 6 1 1 3 722 Slab PSF) Exposure ctRaR MAXIMUM ALUMINUM RAFTER SPAN 9 14',3" nfa I 24 800 5 2 2 3 3 2 2 1 2 1 2 7 1 1 4 800 24 1 110 mph tt� 24, 24' 14' 11' Table 7.1 10 ps Slab 90C 886 5 3 2 4 3 2 2 1 2 1 2 7 2 1 4 886 Slab Exp C 3 24' 24' 24' 19' 16' 25 904 5 3 2 4 3 2 2 2 1 2 8 2 1 4 904 25 20 2 18' 13' 9' 7' 6' 26 1017 6 3 2 4 4 2 3 1 3 1 2 8 2 1 4 1017 26 LIVE 3 24' 1V 13' 10, 8' MAX 27 1139 7 3 3 5 4 2 3 1 3 1 3 9 2 1 5 1139 27 4 24' 19, 13, 10, 8' POST POST DESCRIPTIONS POST 28 1270 7 3 3 5 5 2 3 1 3 1 3 n/a 2 1 5 1270 28 25 2 17' 13, 9' 7' o' CODE DETAIL HCHT 29 1411 8 4 3 5 5 2 4 2 3 1 3 Na 2 2 6 1411 29 3 24' 18' 12' 10' 8' A 62'xl.5"x1.5"Scroll AC 9 30 1563 9 4 3 6 5 3 4 2 4 2 3 Na 2 2 7 1563 30 4 24' is, 12' lo, 8' U 0.042'x3"x8"Aluminum Post N30,L7 11' 31 1724 nla 5 4 7 6 3 4 2 4 2 4 nla 2 2 7 1724 31 30 2 14' 11' 7' f� 9 B 0.024"Post with Sideplates N16,BK,L24 12' 32 1896 Na 5 4 7 7 3 5 2 4 2 4 Na 3 2 a 1896 32 3 20' 15, 10, 8' 7' B Clover 0.030"x3"x3"Alum Nil,AH,1-11 1 11' 33 2080 n1a 5 4 8 7 3 5 2 5 2 4 n1a 3 2 9 2080 33 4 20' 15, 10, 8' 7' B Clover 0.040'x3"x3'Alum N11,AH,L11 12, 34 2275 nla 6 5 9 8 4 5 2 5 2 5 We 3 2 9 2275 34 40 2 11' 8' 5' 4' 4' C Colonial 0.062'Extruded AE 12' 35 2481 nla 6 5 9 e 4 6 2 5 2 5 n1a 3 2 nla 2481 35 3 15, 12' 8' U 5' D 0.041"x3N3"Steel Clover N71,AH,L11 12' 36 2700 n/a 7 5 nla 9 4 6 2 6 2 5 n1a 4 3 nla 2700 36 4 15' 8' 5' E 0.041"x3"x3"Steel Clover N71,AH,L11 8' 37 2931 n/a 7 6 n/a n/a 5 7 3 6 2 6 rile 4 3 Na 2931 37 60 2 7' 5' 4' 3' 2' H 3116"x3'x3`Steel Square N17,AG,L21 15' 38 3175 Na 8 6 Na Na 5 7 3 7 3 8 Na 4 3 Na 3175 38 3 10' 8' 64' 4' 1 114""x3"x3"Steel Square N17,AG,L21 15' 39 3433 nla 9 7 n1a n/a 5 8 3 7 3 7 nla 4 3 n1a 3433 39 'Screws are#14 screws wl 1.5"embedment into G=0.5 solid wood(Douglas Fir) 3f16"x4"x4"Steel Square N17,AG,L21 1, 40 3704 nla 9 7 nla n/a 6 9 3 8 3 7 n1a 5 3 n1a 3704 40 d 112"x4"x4"Steel Square N17,AG,L21 5' 41 3988 nla Na 8 n/a n/a 6 9 3 8 3 8 rile 5 4 nla 3988 41 Table 7.2 42 4288 n/a n/a 8 rile n1a 7 Na 4 9 3 6 Na 5 4 nla 4288 42 TA13LE 7.7 STUCCO ATTACHMENT TO WALL 43 4601 n/a Na 9 n/a nla 7 Na 4 Na 4 9 Na 6 4 nla 4601 43 ALLOWABLE DISTANCE TO FIRST ROW OF POSTS 44 4930 n/a Na 9 n1a n/a 7 NO 4 Na 4 9 n1a 6 4 nla 4930 44 a/c a/c 45 5273 nla n1a nla nla n1a 8 n1a 4 Na 4 Na We 7 5 n/a 5273 45 Ground Snow 45 $633 Na Na Na n/a Na 8 n/a 5 Na 4 n/a n/a 7 5 nla 5633 46 Load(pso 2 Lag 3 Lags 3 Lags 4 Lags EXp B Exp 47 6008 Na n/a Na Na Na 9 n/a 5 nla 4 n1a rile 7 5 nla 6008 47 Live 10 13'-6" 20'2" 13'-6" 18, 90 MPH NIA 40 6400 n/a n1a Na Na Na Na nfa 5 nla 5 rills n/a a 5 We 6400 48 Live 10 11' 16'6" 11' 14'-6" 110 MPH 90 MPH 49 6808 We n/a Na Na Na Na n/a 5 rile 5 n1a We 8 6 n1a 6808 49 Live 10 10, 14'-10' 17 13'4" 100 MPH 50 7234 r11a rile Na Na Na Na nla 8 rile 5 nla n1a 9 6 n1a 7234 50 Live 10 8'-7" 13'-1" 8'-8" 1 V-7" 110 mph astener ermirq ogy Live 20 7'-l' 10'-7' T-l" 9'-5" 110 mph #14 SMS=#14 sheet metal or SOS screw,1/2'minimum length /,jar-:TABL'Et7:5::WALL ArsrACHMENTS;F,OR:50L'ID.COVER;STRUC.T,URE: 25 71-8" 1l'-7" 7'-8" 10'-3" 110 mph 318'B=318'Diameter Bolt -.ANC4' ` - ANC-2"—' --ANC I-ANa 30 B'-6' 9'-9" 6'.6" 81-8" 110 mph See General Notes for specifics on fasteners LIVE! /C O/C PANEL Ld ,UAMBER'OF FASTENERS PE 40 4'-10" P-5" 4'-10" 6'-7" 110 mph WIND SPEE SNOW SPACING SPACING SPAN �7! SJUD 16'0/C SPACING 60 T-4" 5' 3'4" 4'-5" 110 mph 1 Clearspan on this chart is the distance from the wall to the first row of columns. (MPH)AND LOAD CONCRETE MASONRY (FT) #14 X 2" 'Vol 14"L"AG Lag=1/4"Lag Screw with 2.25"penetration into G=0.5 wood(Douglas Fir) 2 Hilti Kwik Bolt TZ 3/8"diameter and 2"embed and 1"dia steel washer,ICC ESR 1917 or other EXPOSURE (PSF) ANCHORS ANCHORS SCREWS 'SCREWS_ Lattice Structures always use 90 mph Exposure B for the wind condition anchor w1400#allowable shear and 200#allowable tensile vs live,snow,wind and 11016� 10 12" 10" 17 1 1 Amerimax Building Products seismic loads. 90 LIVE me 2 Alm 5208 Tennyson Parkway 3 Masonry anchors must have An allowable shear value 0f 400#and 200#tensile for live,snow,wind 1108*" 20 9" 7" 13' 2 2 Piano,Texas 75024 or seismic loads or be specified by a design professional. 110 C LIVE 7" 20' 3 3 4 114"Lag screws must have 2114"of penetration into studs and 0.5"washers 25 9" 7" 13' 2 2 Carl Putnam,P.E. These lag screws musimust be installed as per AFP&ANDS Section 11.1.3. See General Note 7" 2V 3 3 3441 Ivylink Place #11 for washer specifications. 30 9" 7" 12' 2 2 Lynchburg,VA 24503 5 10 and 20 psf are live or snow loads,25-60 psf are snow loads. 18, 3 3 (434)3134-2514 6 For ANC3 and ANC4 wood framin imusI be SG=0.5 or denser(Douglas Fir-Larch) 40 9" 7" 14' 3 3 carlputnamldcorncast-net 60 8" 9' 3 3 M3-2009 7.0 CONCRETE FOOTING OPTIONS CONVERSION TO SQUARE TOP FOOTING SITE SPECIFIC FOOTING TABLE For Single Span Attached for SINGLE SPAN Attached Structures EQUIVALENT FOOTINGS FOR Footings Only Wind Condition Lattice FREESTAND AND ATTACHED Footing Depth Trib 90 mph 90 mph 110 mph Trib Existing Residence00%�e� o 00,0 00.00 '00"� DIAMETER OF 18" 24" 30" 36" Area Exp B Ex C Exp C Area z -- CIRCULAR F Re uired Side of Square Footin sq ft Re uired"d"of Footin in sq ft z r FOOTINGS(IN) 20" 21" 18" 16" 15" 15 15" 17" 20" 25 Z Z 12" 18" 24" 21" 23" 20" 18" 16" 20 17" 19" 21" 33 Panel Spa PA 1/2 OF NEL SPAN 0 H z0 0 ____—22" 24" 21" 19" 17" 25 18" 20" 23" 42 ____ O DEPTH OF 23" 26" 23" 20" 18" 30 191, 21" 25" 50 —r____+__----r1 VO u. z O CIRCULAR 24" 28" 24" 21" 20" 35 20" 23" 26" 58 Corner Trib Area Trib Area for 1/2 OF PANEL SPAN FOOTINGS IN 25" 29" 26" 23" 21" 40 21" 24" 27" 67 I Middle Post 14" 17" 24" 14" 14" 26" 31" 27" 24" 22" 45 22" 25" 28" 75 15" 18" 30" 15" 15" 27" 33" 29" 26" 23" 50 23" 25" 29" 83 , 16" 19" 36" 16" 16" 28" 35" 30" 27" 25" 55 23" 26" 30" 92 1 Post Spacing Panel 17" 21" 43" 19" 17" 29" 37" 32" 29" 26" 60 24" 27" 31" 100 1 I Overhan 18" 22" 52" 23" 18" 30" 39" 34" 30" 27" 65 25" 28" 32" 108 Figure 1 19" 23" 61" 27" 19" 31" 41" 35" 32" 29" 70 25" 28" 33" 117 Determine Trib Area from Figure 1 20" 24" nla 31" 20" 32" 43" 37" 33" 30" 80 26" 30" 34" 133 21" 26" nla 36" 21" 33" 45" 39" 35" 32" 90 27" 31" 35" 150 INSTRUCTIONS TO USE TABLE 7.10 22" 27" n/a 42" 24" 34" 47" 40" 36" 33" 100 28" 32" 37" 167 1.TABLE IS FOR SINGLE SPAN ATTACHED UNITS ONLY 23" 28" n/a 48" 27" 35" 49" 42" 38" 35" 110 29" 33" 38" 183 2. DETERMINE ACTUAL TRIBUTARY AREA 24" 30" n/a 54" 31" 36" 51" 44" 39" 36" 120 30" 34" 39" 200 FOR MIDDLE POSTS THIS IS: 25" 31" n/a 61" 35" 37" 53" 46" 41" 38" 130 31" 35" 40" 217 TRIB WIDTH x POST SPACING 26" 32" n/a 69" 39" 38" 55" 48" 43" 39" 140 32" 36" 41" 233 FOR END POSTS THIS IS: 27" 34" n/a 77" 44" 39" 57" 50" 44" 41" 150 33" 37" 42" 250 (OVERHANG+HALF OF POST SPACING)x TRIB WIDTH 28" 35" n/a 86" 49" 40" 60" 52" 46" 42" 160 33" 37" 43" 267 3.DETERMINE FOOTING SIZE FOR WIND CONDITION 29" 36" n/a n/a 54" 41" N/A 54" 48" 44" 170 34" 38" 44" 283 4. FOR LATTICE USE LAST COLUMN FOR TRIB AREA 30" 38" n/a n/a 60" 42" N/A 56" 50" 45" 180 35" 39" 45" 300 31" 39" n/a n/a 66" 43" N/A 58" 51" 47" 190 35" 40" 45" 317 32" 40" n/a n/a 72" 44" N/A 60" 53" 49" 200 36" 40" 46" 333 Amerimax Building Products SSION 33" 42" n/a n/a 79" 45" NIA NIA 55" 50" 210 36" 41" 47" 350 5208 Tennyson Parkway 34" 1 43" 1 n/a n/a 87" 46" NIA NIA 57" 52" 220 37" 42" 48" 367 Plano,Texas 75024 TABLE 7.8 47" N/A NIA 59" 54" 230 38" 42" 48" 383 6f 19� 48" N/A NIA NIA 55" 240 38" 43" 49" 400 � 49" NIA NIA N/A 57" TABLE 7.10 ( .6/30/ o13 50" NIA N/A NIA 59" TABLE 7.9 VIL �P Carl Putnam, P.E. �0 AOf M4-2009 3441 Ivylink Place Lynchburg,VA 24503 OCT 20 2011 ICC ESR 1398(2009 IBC)10/11/2011 Page 56 of 60 T.0 Requirements for Surface Mounted Posts on Concrete Slabs or Footings for Sigle Span Attached Lattice Structures REQUIRED NUMBER OF POSTS FOR SINGLE SPAN LATTICE UNITS WITH SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS Seismic Size Requirements Table L1a: Use this table for the following headers Table Lib: Use this table for the following headers Table 1-2a Table 1-2b 3x8 Alum Header Double 3x8 Alum Header 3x8 Alum Header Double 3x8 Alum Header Double 2x6.5 Alum Header Double Steel C Beam Double 2x6.5 Alum Header Double Steel C Beam Single Steel C Beam Single Steel C Beam Post Height(ft) Post Height(ft) Size Size rof equired 8' 9' 10, 11' 12' 8' 9' 10' 11' 12' rNumber equired 8' 9' 10' 11' 12' 8' 9' 10' 11' 12' Ss Allowed Ss Allowed Wind umber Wind Exposure B Wind Exposure C Wind Wind Exposure B Wind Exposure C (cubic feet) cubic feet Speed Posts MAXIMUM TRIBUTARY WIDTH ALLOWED Speedf Posts MAXIMUM TRIBUTARY WIDTH ALLOWED 20% 2030 20% 2893 85 mph 2 or 3 10, 7' 4' 2' 0' 8' 5' 3' 0' 0' 85 mph 2 or 3 15' 14' 10' 7' 4' 15' 11' 8' 5' 2' 30% 1354 30% 1929 4 15, 12' 8' 4' 1' 14' 9' 6' 2' 0' 4 15' 15' 15' 13' 9' 15' 15' 14' 9' 6' 40% 1015 40% 1447 5 15' 15' 12' 7' 3' 15, 13, 9' 4' U 5 15' 15' 15' 15' 13' 15' 15' 15' 14' 9' 50% 928 50% 1323 6 15' 15' 15' 10, 5' 15' 15' 12' 6' 1' 6 15' 15' 15' 15' 15' 15' 15' 15' 15' 12' 60% 773 60% 1102 7 15' 15, 15, 13' 6' 15' 15' 14' 8' 2' 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 15' 70% 663 70% 945 90 mph 2 or 3 10, 7' 4' 2' 0' 8' 6' 3' 1' 0' 90 mph 2 or 3 15' 14' 10' 7' 4' 14' 11' 8' 6' 3' 80% 677 80% 964 4 15' 12' 8' 4' 1' 13' 10' 6' 4' 1' 4 15' 15' 15' 13' 9' 15' 15' 13' 10' 7' 90% 602 90% 857 5 15' 15' 12' T 3' '15' 14' 9' 6' 2' 5 15' 15' 15' 15' 13' 15' 15' 15' 14' 10' 100% 541 100% 772 6 15' 15' 15' 10, 5' 15' 15' 12' 8' 4' 6 15' 15' 15' 15' 15' 15' 15' 15' 15' 14' 110% 537 110% 765 7 15, 15, 15, 13' 6' 15' 15' 15' 10' 5' 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 15' 120% 492 120% 701 95 mph 2 or 3 10, 7' 4' 2' 0' 7' 5' 3' 1' 0' 95 mph 2 or 3 15' 14' 10' 7' 4' 13' 10' 7' 5' 3' 130% 500 130% 712 4 15, 12' 8' 4' 1' 12' 9' 6' 3' 1' 4 15' 15' 15' 13' 9' 15' 15' 12' 9' 6' 140% 464 140% 661 5 15, 15' 12' 7' 3' 15' 12' 8' 5' 2' 5 15' 15' 15' 15' 13' 15' 15' 15' 13' 9' t 150% 433 150% 617 ' 6 15' 15' 15' 10, 5' 15' 15' 11' 7' 3' 6 15' 15' 15' 15' 15' 15' 15' 15' 15' 12' 7 15' 15' 15, 13' 6' 15' 15' 14' Y 5' 1 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 15' Directions for using Seismic Table 1-2a or L2b*****' 100 mph 2 or 3 10, 6' 4' 1 0' 6' 4' 2' 1' 0' 100 mph 2 or 3 15' 13' 9' 6' 4' 11' 9' 6' 4' 2' 1. Determine Tributary width 4 15' 11' 7' 3' 0' 10' 7' 5' 2' 0' 4 15' 15' 15' 1 V 7' 15' 14' 10' 8' 5' 2. Determine width of structure 5 15' 15, 10, 6' 2' 14' 10' 7' 4' 1' 5 15' 15' 15' 15' 11' 15' 15' 15' 11' 8' 3. Determine height of structure 6 15' 15' 14' 8' 3' 15' 14' 9' 6' 2' 6 15' 15' 15' 15' 15' 15' 15' 15' 14' 10' 4. Determine number of posts structure has 7 15' 15' 15' ill 5' 15' 15' 12' 7' 3' 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 13' 5, Determine Ss for your area(contac 105 mph 2 or 3 8' 5' 2' 0' 0' 5' 3' 2' 0' 0' 105 mph 2 or 3 14' 11' 8' 5' 2' 10' 7' 5' 3' 1' your local building department)`*** 4 13' 9' 5' 2' 0' 9' 6' 3' 1' 0' 4 15' 15' 13' 9' 5' 15' 12' 9' 6' 3' 6. Choose Table 1-2a or L2b based on the header 5 15, 13, 8' 4' 0' 12' 9' 5' 2' 0' 5 15' 15' 15' 13' 8' 15' 15' 12' 9' 6' 7. Determine the maximum size allowed on the chart 6 15' 15, 11' 5' 1' 15, ill 7' 4' 0' 6 15' 15' 15' 15' 11' 15' 15' 15' 12' 8' 8. Multiply#1,#2 and#3 and divide by#4***** 7 15, 15' 14' 7' 1' 15' 14' 9' 5' 1' 1 7 15' 15' 15' 15' 14' 15' 15' 15' 14' 10' 9. If#8 is lower than#7 the structure is OK for seismi, 110 mph 2 or 3 7' 4' 1' 0' 0' 4' 3' 1' 0' 0' 110 mph 2 or 3 13' 9' 6' 3' 1' 8' 6' 4' 2' 1' 4 11' 7' 4' 0' 0' 7' 5' 2' 0' 0' 4 15' 15' 11' 7' 3' 13' 10' 7' 5' 2' 5 15' 10, 6' 2' 0' 10' 7' 4' 1' 0' 5 15' 15' 15' 10' 6' 15' 14' 10' 7' 4' 6 15' 14' 8' 3' 0' 14' 9' 5' 2' 0' 6 15' 15' 15' 14' 8' 15' 15' 13' 9' 5' *no check needed for Patio Covers attached to slab under these conditions 7 15, 15' 10' 4' 0' 15' 1 l' 7' 3' 0' 7 15' 15' 15' 15' 11' 15' 15' 15' 12' 7' ..no check needed for Patio Covers that are 10'tall attached to slab under these conditic `*`no check needed for Patio Covers that are 8'tall attached to slab under these conditions Tables L1 and L2 need to be checked for surface SSION **`*Ss is the Maximum Considered Earthquake Ground Motion(0.2 sec) mount concrete attachment QFE Gib mapped on Figures 1613.5(1), 1613.5(3)in the 2009 IBC Alternatively,divide by these numbers 11 � For 2 post Structures divide by 3 66'`139 For 3 post Structures divide by 3 Amerimax Building Products Carl Putnam,P.E. 11y 1 For 4 post Structures divide by 4.5 5208 Tennyson Parkway 3441 Ivyfink Place .6 01 013 For 5 post Structures divide by 6 Plano,Texas 75024 Lynchburg,VA 24503 * For all others add 1.5 to number of posts V4L P ***•** Not for use in areas with flat roof snow loads exceeds 30 psf. i' FOFCALIFO(l M5.2009 ICC ESR 1398(2009 IBC)10/11/2011 Page 57 of 60 OCT 20 2011 Y Kz 0.7 0.98 height factor, Exposure B and C Amerimax Building Products Kzt 1 Topographic factor 5208 Tennyson Parkway X Kd 0.85 Wind Directionality factor Plano,Texas 75024 Z 1 1 Importance Factor Existin Residence G 0.85 Gust Factor Carl Putnam,P.E. Cnet 1.2 Net Pressure Coefficent 3441 Ivylink Place Dead 1 psf Lynchburg,VA 24503 P/2 Design Design (434)384-2514 Panel Span(P) Down Load Up Load earl putnam(&com cast.net Wind C&C (psf) (psf) Speed(mph) Exposure gh s s W+ W- 85 B 11.0 11.2 12.2 10.6 �Sg10N P/2 90 B 12.3 12.6 13.6 12.0 Quo GPR� N¢�yFF 100 B 15.2 15.5 16.5 14.9 Header 105 B 16.8 17.1 18.1 16.5 6 139�� 110 B 18.4 18.8 19.8 18.2 \` 85 C 15.4 15.7 16.7 15.1 * .6/)01 0, Figure 1 90 C 17.3 17.6 1&6 17.0 Patio Cover Length(L) 100 C 21.3 21.8 22.8 21.2 1 VIt �Q 105 C 23.5 24.0 25.0 23.4 FDFCALiFfl�� Determine Snow Loads on Existing Structure 110 C 25.8 26.3 27.3 25.7 1 Determine Roof Snow/Live Load,S. See General Note 3. TABLE 1 OCT 20 2U11 2 Dead Load=1 psf 3 Add Dead and Live/Snow Loads, mulitply by half of Panel Span Wall Load=(D+S)P/2 Combination Loads: Snow+Wind+Dead Loads 4 Result is wall load in pounds per linear foot. Wind Wind Load Live Loads(psf) Ground Snow Loads(psf) Determine Wind Loads on Existing Structure Speed(mph) Exposure s 10 20 25 30 40 60 1 Determine Wind Load,W+or W-. See Table 1 Roof Live/Snow Loads+Dead 11 21 22 26.2 34.6 51.4 2 Dead Load included in Down and Up loads 85 B 11.2 16.9 24.4 25.2 28.3 34.6 47.2 3 Mulitply W+or W-by half of Panel Span 90 B 12.6 17.9 25.4 26.2 29.3 35.6 48.2 Wall Load =W P/2 100 B 15.5 20.2 27.7 28.4 31.6 37.9 50.5 4 Result is wall load in pounds per linear foot. 105 B 17.1 21.3 28.8 29.6 32.7 39.0 51.6 5 Maximum Shear Load in X direction is 454 Ibf(110 mph Exposure C, 13'Panel Span) 110 B 18.8 22.6 30.1 30.8 34.0 40.3 52.9 Max load in Y direction (towards house)is 73 plf (110 mph Exp C, 10"1 beam) 85 C 15.7 20.3 27.8 28.5 31.7 38.0 50.6 Max load in Y direction due to force couple resisting lateral is 104 plf 90 C 17.6 21.7 29.2 30.0 33.1 39.4 52.0 (110 mph Exp C, Projection=Width) 100 C 21.8 24.8 32.3 33.1 36.2 42.5 55.1 105 C 24.0 26.5 34.0 34.7 37.9 44.2 56.8 Determine Seismic Loads on Existing Structure(Excludes Roof Snow Load over 30 psf 110 C 26.3 28.2 35.7 36.5 39.6 45.9 58.5 1 Vertical Loads and Horizontal Loads=maximum of 1 psf TABLE 2 Combination Loads based on Equation 16-11 1 Determine Combination Load,C. See Table 2 M6-2009 3 Mulitply C by half of Panel Span Wall Load=C P/2 4 Result is wall load in pounds per linear foot. ICC ESR 1398(2009 1BC)10/11/2011 Page 58 of 60 Amerimax Structural Properties of Beams,Fascia,Panels and Rafters for Use by Design Professionals ASSUMES FULL LATERAL BRACING Max Allowable Max Allowable 1 for deflection I for deflection Moment(top in Moment(bottom Max SSIONA Structural Element I(in^4)top in I(in^4)bottom talcs(in^4)top talcs(in^4)bottom compression in compression Allowable Ftu or Fu Fty or Fy Fcy Q�O�PRE �'/•yam compression in compression in compression in compression (Ibrft) (Ibf`ft) Shear(lbf) Material E(ksi) (ksi) (ksi) (ksi) Rafters 6 139 0.024"x2"x6.625"Aluminum Rafter 2.283 same 1.768 1.714 283 278 132 3004H34 10100 32 25 22 0.032"x2"x6.625"Aluminum Rafter 3.072 same 2.872 2.726 515 504 317 3004H34 10100 32 25 22 * .6/10/ pl 0.040"x2"x6.625"Aluminum Rafter 3.873 same 3.873 3.873 823 801 627 30041-134 10100 32 25 22 0.042"x3"x8"Aluminum Rafter 7.907 same 7.907 7.901 1061 1038 609 30041-134 10100 32 25 22 0.024"x3"x3"Aluminum Rafter 0.445 same 0.445 0.329 124 122 339 3004H34 10100 32 25 22 Vll 0.040"x3"x3"Aluminum Raftei 0.742 same 0.742 0.742 336 328 1313 3105H25 10100 23 19 17 �CFCAll IFC� Solid Panels OCT 20 2011 0.018"x2.5"x6"Aluminum Panel 0.265 same 0.265 0.235 138 109 221 30041-136 10100 35 28 25 0.024"x2.5"x6"Aluminum Panel 0.353 same 0.353 0.326 212 162 528 3004H34 10100 32 25 22 0.032"x2.5"x6"Aluminum Panel 0.471 same 0.471 0A71 302 238 974 3004H34 10100 32 25 22 0.036"x2.5"x6"Aluminum Panel 0.53 same 0.53 0.53 346 280 1192 3004H34 10100 32 25 22 0.018"x3.5"x12"Aluminum Panel 0.545 same 0.525 0.539 301 16B 85 3004H36 10100 35 28 25 0.024"x3.5"x12"Aluminum Panel 0.727 same 0.721 0.727 368 368 202 30041134 10100 32 25 22 0.032"x3.5"x12"Aluminum Panel 0.969 same 0.969 0.969 514 514 479 3004H34 10100 32 25 22 0.036"x3.5"xl2"Aluminum Panel 1.09 same 1.09 1.09 591 591 683 3004H34 10100 32 25 22 0.018"x2.5"x12"Aluminum Panel 0.25 same 0.247 0.24 167 154 284 30041-136 10100 35 28 25 0.024"x2.5"x12"Aluminum Panel 0.334 same 0.334 0.33 286 264 673 3004H36 10100 35 28 25 0.032"x2.5"x12"Aluminum Panel 0.445 same 0.445 0.445 439 411 1485 3004H36 10100 35 28 25 0.036"x2.5"x12"Aluminum Panel 0.501 same 0.501 0.501 467 348 1751 30041-134 10100 32 25 22 0.018"x2"x6"Aluminum Panel 0A 54 same 0.154 0.143 104 122 374 3004H36 10100 35 28 25 0.024"x2"x6"Aluminum Panel 0.205 same 0.205 0.205 163 155 622 3004H34 10100 32 25 22 0.032"x2"x6"Aluminum Panel 0.273 same 0.273 0.273 227 224 966 3004H34 10100 32 25 22 0.036"x2"x6"Aluminum Panel 0.307 same 0.307 0.307 260 262 1087 30041-1134 10100 32 25 22 Aluminum Headers 0.042"x3"x8"Aluminum Headei 7.907 same 7.907 7.907 1061 1038 609 3004H34 10100 32 25 22 Double 0.042"x3"x8"Aluminum Headei 15.814 same 15.814 15.814 2122 2076 1218 3004H34 10100 32 25 22 Double 0.040"x2"x6.625"Aluminum Header 7.746 same 7.746 7.746 1646 1602 1254 3004H34 10100 32 25 22 Aluminum Fascia California Extruded Fascia 3.09 same 3.09 3.09 1320 1160 4362 6063T6 10100 30 25 25 Classic Extruded Fascia 6.026 6.026 6.026 6.026 3088 3129 11686 6061T6 10100 38 35 35 5.5"Extruded Fascia 3.46 same 3.46 3.46 1564 1538 2884 6105T5 10100 38 35 35 Alaskan Fascia 3.95 same 3.95 3.95 2348 1664 7812 6105T5 10100 38 35 35 4"x3"(beam 3.617 same 3.617 3.617 2364 2364 2414 6063T6 10100 30 25 25 7"x4"(beam 13.857 same 13.857 13.857 6495 6495 4991 6105T5 10100 38 35 35 Steel Headers 0.041"x3"x3"Steel Cloverlea 0.7723 0.7723 n/a n/a 1028 1028 6694 ASTM A653 Grade 40 29000 55 40 Double 0.041"x3"x3"Steel Cloverlea 1.5446 1.5446 n/a n/a 2056 2056 13388 ASTM A653 Grade 40 29000 55 40 12 Gauge Steel C Beam 12.407 12.407 n/a n/a 7988 7988 12271 ASTM A653 Grade 50 29000 65 50 16 Gauge Steel C Beam 5.768 5.768 n/a n/a 3714 3714 2459 ASTM A653 Grade 50 29000 65 50 Double 12 Gauge Steel C Bearr 24.814 24.814 n/a n/a 15976 15976 24542 ASTM A653 Grade 50 29000 65 50 M7-2009 Double 16 Gauge Steel C Bearr 11.536 11.536 n/a n/a 7428 7428 4918 ASTM A653 Grade 50 29000 65 50 ICC ESR 1398(2009 IBC)10/11/2011 Page 59 of 60 m CONSTRAINED REQUIRED SLAB AREA PER POST FOOTING SIZE (SQUARE FEET) CD d (IN) CONCRETE SLAB THICKNESS (IN) 3.51' 5.51' 7.25" 9.25" 20 26 17 13 10 21 31 20 15 12 22 36 23 17 14 23 41 26 20 16 24 47 30 23 18 25 54 34 26 20 26 61 39 30 23 27 70 44 34 26 28 78 50 38 30 29 88 56 42 33 30 98 63 48 37 31 110 70 53 41 32 122 78 59 46 33 135 86 65 51 34 149 95 72 56 35 164 104 79 62 v 36 180 115 87 68 37 198 126 95 75 0 38 216 137 104 82 Q 39 236 150 114 89 40 257 163 124 97 41 279 178 135 106 42 303 193 146 114 43 328 208 158 124 44 354 225 171 134 45 382 243 185 145 46 412 262 199 156 47 443 282 214 168 48 476 303 230 180 49 511 325 247 193 50 547 348 264 207 Amerimax Building Products p� a o,� 5208 Tennyson Parkway ° =� �� `9P`°N Plano, Texas 75024 Carl Putnam, P. E. 3441 lvylink Place Lynchburg, VA 24503 M8-2009