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HomeMy WebLinkAbout10178996_2101 N. GREENBRIER - PlanCITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT PROJECT ADDRESS:61(01 N.geaa,62- gy-SUITE: USE OF BUILDING:CRESIDENTIAL COMMERCIAL INDUSTRIAL OTHER 3/2/05:forms/Blda.App.Worksheet SAPIN #)0 IN 799; MASTER ID# NATURE OF WORK:NEW ADE,7 ALTERIT. I.DEMO REROOF REPAIR SIGN MISC NFW/ADDITION/Al TFRATION· 1 ST FL..SF BASEMENT: YES/NO SF.NO. OF STORIES: 2ND FL..SF PATIO/ENCL. PATIO:-10 SF BLDG. HEIGHT: TOTAL OF OTHER FLS: SF RES. REMODEL:SF PROPOSED USE: GARAGE/CARPORT:SF ALTERIT. I.SF JOB DESCRIPTION (non-residential projects see reverse side of this application) : BUILDING OWNER'S NAME:5, M. PIALo NE PH.81 9 72 //9-1 ADDRESS:14 0 1 b) 6 G'ketee te·E gr CITEn_,1 1-8 /1-Al 3-STATE:0#4 ZIPq=-70/6 TENANT'S NAME (Comm/Ind):PHONE NO: CONTRACTOR'S NAME:STATE CONTR. #:LICENSE CLASS:PHONE NO: ADDRESS:CITY:STATE:ZIP: WORKERS COMP. POLICY#:EXP. DATE:INSURANCE COMPANY:SANTAANA BUS. LlC. #: 1 ARCHITECT/ENGINEER:STATE LICENSE #:PHONE NO: * ADDRESS:CITY:STATE:ZIP: CONTACT NAME:,5>t-PHONE NO: 7/9 7-72- 1/6(-51/ .01,"Dr (|1 GNL.-- ' E-MAIL ADDRESS:5-ta 01&' i ae,rna- o# a-*2- Tcuu' ret-r,n0 OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER BLDG. FEE $ OCC. GROUP:RECEIPT#G ©7 s j P/C FEE PD $ !OF go TYPE OF CONSTR:VALUATION:. $33/ Scp SUBMITTAL DATE: FIRE SPKR: YES / NO A/C: YES/NO FLOOD ZONE:PROCESSED RES. DEV. FEE: YES/NO PRIOR DWELLING UNIT: YES / NO COMMENTS: PLANNING OK TO CHECK & DATE BLDG. DEPT. APPROVAL & DATE PLNG CONDITIONS: Glu 141 PLEASE CHECK ALL THAT APPLY TO YOUR PROJECT JOBDESCRIPTION CHECKLIST: I . E Additional square footage U Awnings U Canopy U Card readers El Ceiling work C] . Change of occupancy (use) E Disabled accessible (H/C) restrooms El Dust collector El Elevator shaft U Exterior doors or windows El Equipment pads El Interior demo U Kitchen equipment Partition walls U Rated corridors El Rated shafts 1 Roof mounted equipment 01 Security bars U Screening for equipment U Skylights U Stairs U Storefronufacade improvements U Storage racks or shelving over 5'-9" El Walk-in coolers ITEMS REQUIRING SEPARATE BUILDING PERMIT APPLICATIONS: Block wall Complete demo Fence Fire signaling system Fire sprinklers Lawn sprinkler system Light Standards Parking lot paving Parking lot striping Pedestrian protection Pool/Spa -> Signs Spray ;booth Temporary power pole Trash enclosure FEE CHECKLIST WORKSHEET Received by: LA- SAPIN #:lot-7 3@96 FEE TYPE REQUIRED Yes No Plan Check Fee E [3 Disability Fee C] K] SMIP Fee 0 0 Res. Dev. Fee m O Fire Facility Fee C] 0 School Distr. Fee 0 4 Microfilm 0 F FCWP Surcharge O 9 CALCULATION AREA COST/SQ FT X TOTAL SQ FT =VALUATION ti 2 + l 70 9 - Counter computations/valuation $ Plan checker computation/final valuation $ F05 1-10-03 . CITY OF SANTA ANA PLAN CHECK - CHECKLIST JOB ADDRESS:21.01 Gfeekbriew- TRACKING #:990 1017 2496 DATF c-ll-13 FOR PLANCHECK STATUS CALL (714) 647-5800 PI FASF INITIAI FACH ITF.M RFLOW I agree to pay a plancheck fee established for this project with the understanding that this payment is not a guarantee that a permit will be issued and that this fee is not refundable once a plancheck has commenced. I understand that I may request an "Accelerated Plancheck" at an additional cost to me. This plancheck will be performed by an in-house plan checker with the intention of reducing plancheck time for the Building & Safety Division. I understand that the project valuation (from which plancheck and permit fees are calculated) will be reviewed during the plancheck process and that said valuation shall be adjusted up or down in accordance with established fee computation regulations. I understand that I shall submit separate plans, applications and plancheck fees for the following when plan check is required: a. Electrical Plans - 2 complete sets c. Mechanical Plans - 2 complete sets b. Plumbing Plans - 3 complete sets d. Grading Plans - 3 complete sets I understand that I shall visit the Public Works Department to verify whether a field inspection of the property is required. I understand that prior to·the issuance of the Building permit I am required to obtain Public Works Agency approval if my project valuation exceeds ' $30,000 orpas added plumbing fixtures, or added bedrooms, or exceeds 500 sq.ft. AGRFFn TO BY AR.PLIC_OR AGE Applicant's Signature 30 va 04 -A A'4[kei /vl Acto Af EPrint Name Addrpqq 5-101 6/, 6*,em-0 »,ex- ST- Telephone Number -7 / Lt 9 1 1 /1 1-5- Fax FOR OFFICE USE ONLY: "Checklist of items discussed" APPROVALS & FEES REQUIRED: Y/N 1.kfplanning Department 7611(Title 24 (Energy )14.--L'Constr. Act. Reg. 2.1*Public Works Agency f?d*ritle 24 (Disabled Access)1 R*Res. Dev. Fees 74* Fire Departmemt 9,UARoof Mounted Equip.16.JAMIP 4*-Police Department 10.-Ef[ist of Subcontr.17crofilming**School District 11.-k'Bldg. Pmt. Info.18._ Const. Debris Recyc. 6!*Flealth Department 12.-€bummary of Appr. Reg.19¢UAFCWP Surcharge 13.-€FY Information 20[.OA/Owner-Builder Ver. PERMIT TECHNICIAN 4- A 44 4, 2 CAn" CO. 1 9¤ AA a CITYOF SANTA ANA Planning and Building Agency Planning Division 20 Civic Center Plaza PLGI\G P.O. Box 1988 (M-20) & BUILDI\G Santa Ana, CA 92702 ACACY (714) 647-5804 www.santa-ana.org Sapin Dev Rev Application Data Sheet Master I.D.: 2013-108401 Application Number: RES-2013-640-ADD Project Address: 2101 N Greenbrier St Application Date: 06/06/2013 Planner/Project Manager: Counterl Determination:Approved Application Description:Legalize existing unpermitted patio cover that meets size and setback requirements. Dev Rev Project Conditions: Page 1 of 1 MECH GRADING PERMIT TYPE:<E>LECT PLBG PERMIT#Col 7.119 4 OCC. GROUP r i , CONSTR.TYPE VS ' APPROVED CODE EDITION CA r Anle PLANNING DIVISION FLOD ZONF MASTER I.D. 2013 - 1 684-0 1 €49+ Lot Line. G.P url- 7 FLOOD ZONE CERTIF. REQ'D YES NO - _ MICR<)FILM r. 1 PLANNER ,-LI DATE 6/il lis-- €26 YES Np TRANSFERRED BY DA/1. .-RES![·ENTIAL DEV. FEE YES ' NO f RADIE NT 8 Ai¥3¢& ROOF YES NO PLANNING INSPECTION REQUiRED: 1 1kke .t- 57' ROUGH______FINAL_ . NONE _ _d' \O roof 4-1 04=45 NOOUrlic.#· L}!5 : ?-1:i.. 1 NAME- (714) ,1, 9 94 Af, B- P RETAIN PLANS FOR FUTURE REVEONa -1 (64=7) /C -4 SUBJECT TO ITEMS CHECKED AND CONDITIONS r BELOW: . 2 + O INTERIOR pP. ./:''3-1 '...NG: ' f V Y O NO EXTER:C;? A- TEE.'·1'1ONS./MODiFICATIONS j HouSE O Al... BATERIALS re) 4·:,0.'- TCH EXISTING r·-•Uf .'c<Niw» C, iN n , 0 O SUBFAIT LANDON : 2,1 2.L''iNS ACCEPTED FOR CONS' .o q_ < SEPARATE PEE MITS ARE R-1- ac4 6©Av-- 4 , ELECTRICAL, 1>LUI ]BING & METhis set of plans And s iecifications mat all times and it is unlawful to n City of Santa Ana ECEIVE 3!terations on same without written 4,44 61- L; t The acceptance c f *thit plan and specJUN 1 1 2013 be held to permi, nor-Lte an approval'*l 01 N. ¢6 ree. 1 r \6 r. * j .5,un-k /44-Drovigions of ANY City Ordinance or S City of Santa Ana \, CITY OFSANTA A R Amerimax Building Products Patio Cover, Carport and Commercial Structure Engineering 2009 IBC 91*tPAGESDRAWINGSECTION DESCRIPTION 2 PAGES GN01-2009'4 GENERAL NOTEd 5 10\ A) i G reenb·,« 9 'GN02-2009 ._54 Ant CA '27062 PAGES /586612* 1815[15-Ne--8-Awgms*toGNEIGO*FlopS / c SC02-2009 ALUMAWOOD STRUCTURAL CONFIGURAriONS 4--\ O x \1 to\-4 AL ort 2- f 05 %00% -,now¥40 s\22 4144,1.a1 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 8 9 E.7 6 7 44 OF:10/ G\NEEA 81- Elp/111#9& j u | pk A.. 'bned A All' .1 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 NP02-2009 NP03-2009 +NP04-2009 // 9 PAGES CD01-2009 COMPONENT PARTS AND CONNECTION DETAILS 6 CD02-2009 \ 640401, , -e:+A-vivi=CD03-2009 * CD04-2009 lires #i30'20 CD05-2009 91*4!h-·2&4F=D FOReopCA'-15*4iCAL PLANSNOV 5 2012CD06-2009 CD07-2009 OCT 20 26M kept on the job Ne iny changes or 1CD08-2009 permission from the CD09-2009 7 PAGES M 1-2009 ,MISCELLANEOUS DETAILS ' M2-2009 FAN BEAM DETAILS 2 5¥ruck re AL.net,1M3-2009 l7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES e·' f M4-2009 7.0 FOOTING AND SLAB ATTACHMENT TABLES 1 AU 4.\ 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 October 11, 2011 ications SHALL NOT i the violation of any ate Law. oate=--1---13 -£6 j £ KI OCT'20 2011 ..'. fiEEEVAOU*liONAERVICE REBOBT'139*:.«A,f#*8FE¢SIONAL:ENG iNEERING*Sl»i€S,-PAG Et,:f he"> 9 .¢494%*2& 15- il.* 400. 4 41 t.•. r ' ' ' *TANA , 4 10% 111 43'*E'. %54; 2.Zl' 44*-»·4:41...,.,414 e L PU ENBIN 2 \ M: - 11--- 1 L,·-€,=,U,11 7 ./ r/*2 8*1 4020?2188#0168 ·1 , %7 7TNU + t 465=1 A 4. -- ' -.. £10&:WinigratkiLig4/253' k., A-/,.. FA/r:(tal:'it).t'imil 464/1/:.i;MA;,t5¢ I y 'A,i 4 72#39,11 frMS,>· ·f'4·30}i;tlit'.t , 33%6&6:0, 1 ' i EXPIRES ; My \ 1 U #C'Eiri@Dt. r/. ..ga...., -,/.1 r fx*\, 0 .·,0-€k·I-f -•L. 1,!.: ...,''A·b •. •,·-, -· ,., 3.- .*·M¥71 1&1'\J ; I 416%&it@ALL]41 . 1.8747. *¥7<R)7'%&§1:1- 31*- 0--, 7,-rY-;Il 43* ...4& ,##D&.t ; 1*t: Zt %\4 -79\- ../35\0>Kttp-::·- 1.212 liT703)/1 .WIF,1-1. -T™ e. 1 VER;/,t .1 4.AF¢15*6¥ii<Emiebe/26 . j ",0,:,ij* NER?,f,&:.4.* , ; , 1 ·t' 0' 474*0.NAR; N .. *£. 4,9 po·,6, .t. .:,#' '74 2011 01*'94't ..1.. ,0,0' 9.WWIE,Wi./., W, , Ifi" I.I r«.956112.*,mild.rfrage i of 60 ..f<22299--' :- . > .el i fi tpUTADAT J j 04'AL p\> '. 't 4,OR „nno·,Ari ln/4 4,·,n•4 r P GENERAL NOTES: 1. 2. SPECIFICATIONS AND CHAPTER 20 OF TH 3. DESIGN LOADINGS: Ct = 1.2, I - 1.0, Ce AMONG CONIFERS) GROUND SNOW LOAD 10 PSF 20 PSF 25 PSF 30 PSF 40 PSF 60 PSF FOR 0.25/12 < SLOPE < 1/12 DESIGNED IN ACCORDANCE WITH THE 2009 INTERNATIONAL BUILDING CODE. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2005 EDITION OF ALUMINUM ASSOCIATION'S = 1.0 (ALL EXPOSURES EXCEPT B AND C WHEN LOCATED TIGHT DESIGN LOAD 10 PSF LIVE LOAD ONLY 20 PSF LIVE LOAD ONLY 21 PSF DESIGN ROOF SNOW LOAD 25.2 PSF DESIGN ROOF SNOW LOAD 33.6 PSF DESIGN ROOF SNOW LOAD 50.4 PSF DESIGN ROOF SNOW LOAD 4. THIS ENTIRE ENGINEERING PACKAGE IS NOT REQUIRED FOR MOST BUILDING PERMITS. SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE: a. GENERAL NOTES (2 PAGES) b. STRUCTURAL CONFIGURATIONS (1 OR 2 PAGES) c. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES FOR SOLID COVER STRUCTURES) OR BOTH (FOR COMBINATION STRUCTURES) d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND WIND LOAD e. ALL APPROPRIATE DETAILS f. OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. 5. CONCRETE MIX: Fc=2500,3000 OR 3500 PSI FOR 28 DAYS IN NEGLIGIBLE, MODERATE, AND SEVERE CONDITIONS AS SHOWN IN FIGURE 1904.3 OF THE 2009 IBC. PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE POST LOAD IS 750# OR LESS AND THE FROST DEPTH IS 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. WIND SPEEDS IN THE 2009 IBC ARE "3 SECOND GUST WIND SPEED." ALL STRUCTURES DESCRIBED IN THIS REPORT ARE DESIGNED USING PRESSURES CALCULATED FROM "3 SECOND GUST WIND SPEEDS: FOR ATTACHED STRUCTURES THE MAXIMUM MEAN ROOF HEIGHT OF THE EXISTING STRUCTURE IS 30'. Kzt WAS ASSUMED AS 1.0 FOR ALL WIND LOADS. SITE LOCATIONS REQUIRING HIGHER A HIGHER Kzt VALUE (ISOLATED HILLS, RIDGES, ESCARPMENTS) WILL REQUIRE HIGHER WIND LOADS AS PER ASCE7-05 SECTION 6.5.7 AND ARE OUTSIDE THE SCOPE OF THIS REPORT. NOTE: EXPOSURE B: SHALL APPLY WHEN THE GROUND SURFACE ROUGHNESS CATEGORY B (URBAN AND SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN W/ NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF A SINGLE FAMILY DWELLING OR LARGER) PREVAILS IN THE UPWIND DIRECTION FOR A DISTANCE OF AT LEAST 1500 FT. EXPOSURE C: SHALL APPLY WHEN EXPOSURE B AND D (SMOOTH MUD FLATS, SALT FLATS, UNBROKEN ICE AND OTHER) DO NOT. SEISMIC LOADING MAXIMUM Ss = 150% SHOWN IN 2009 IBC FIGURE 1613.5(1) Ss > 150% ARE NOT REQUIRED AS PER ASCE7-05 12.8.1.3 Sl NOT APPLICABLE TO THESE STRUCTURES SITE CLASS = D BASIC SEISMIC FORCE RESISTING SYSTEM POSTS EMBEDDED INTO FOOTINGS =ORDINARY STEEL MOMENT FRAME >> R = 1.25 POSTS SURFACE MOUNTED = GENERIC SYSTEM >> R= 1.25 ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE THESE ROOFS ARE NOT SUBJECT TO MAINTENANCE WORKERS AND HAVE NOT BEEN EVALUATED FOR , CONCENTRATED 300 LBF LOAD. THE BASIS OF THE DESIGN FORCES ARE IN ACCORDANCE WITH THE BASIC LOAD COMBINATIONS DESC IN IBC SECTION 1605.3.1 AND NO FURTHER INCREASES ARE PERMITTED FOR PATIO COVERS RESISTING WIND OR SEISMIC FORCES. 6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL AS PER TABLE 1806.2. ALLOWABLE FOUNDATION PRESSURE IS 1500 POUNDS PER SQUARE FOOT. LATERAL BEARING PRESSURE IS 100 PSF/FT AND IS DOUBLED PER IBC SECTION 1806.3.4. THESE DESIGN VALUES DO NOT APPLY TO MUD, ORGANIC SILTS, ORGANIC CLAYS, PEAT OR UNPREPARED FILLS AND MAY REQUIRE FURTHER SOIL INVESTIGATION. THE BUILDING OFFICIAL MAY ASSIGN A LOAD BEARING CAPACITY. UNITS IN SNOW/LIVE LOAD AREA OF 25 PSF OR LESS MAY BE BUILT ON 1000 PSF BEARING SOIL W/O ADDITIONAL ENGINEERING. MINIMUM FOOTING DEPTH IS THE LOCAL FROST DEPTH. 7. 20 PSF AND HIGHER LIVE LOAD STRUCTURES MAY BE USED AS COVERS FOR PARKING OF MOTOR VEHICLES. CARPORTS MUST HAVE AT LEAST TWO OPEN SIDES AND HAVE FLOOR SURFACES MADE OF APPROVED NONCOMBUSTIBLE MATERIAL OR ASPHALT. 8. AT LEAST ONE HORIZONTAL DIMENSION (PROJECTION OR WIDTH) OF COVER SHALL BE LESS THAN 30'. 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. 10. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 3004H2x ALUMI MAY BE SUBSTITUTED FOR 3004H3x.Sg M li\, wv, 1 1 1 1 \1 \1t. 6/30/Oly j it ViVIL /*OFCAN@0' N=GE=2==7A'\ -'-tbires 9/3011 OCT 20 2011 Amerimax SUITE 100 5208 TENNYSON PARKWAY (_bri) BUILDING PRODUCTS, INC. PLANO, TEXAS 75024 DRAWN BY· 'CMP NOV 5 2012 A r426 1 \FICA 3 00 A P T 0 ined SCALE:DRAWING NONE AlleRTGENERAL NOTES ICC ESR 1398 (2009 IBC) 10/11/2011 Page 2 of 60 DATE:DRAWING SHEETENGINEERS STAMP 80,&Sr CON61=2009 7 1 OF 2 . GENERAL NOTES: (CONTINUED FROM SHEET NO. 1) 11. STEEL FASTENERS SHALL BE EITHER STAINLESS (3000 SERIES), GALVANIZED OR DOUBLE CADMIUM PLATED. BOLTS SHALL BE ASTM A-307 HOT DIPPED GLAVANIZED, MECHANICALLY GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 300 SERIES STAINLESS STEEL. CONCRETE ANCHOR BOLTS ARE SPECIFIED IN THE DETAILS. ALL WOOD SCREWS MUST COMPLY WITH ANSI/ASME STANDARD B18.6.1 AHD AND AF&PA NDS-05 11.1.4. ALL LAG SCREWS MUST COMPLY WITH ANSI/ASME B18.2.1 AND AF&PA NDS-05 11.1.3. ALL STEEL WASHERS TO BE ASTM F844 W/ 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 WILL HAVE A MINIMUM EDGE DISTANCE OF 2X FASTENER DIAMETER. 12. EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 13. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR POST. (EXCEPT FOR FULL STRENGTH SPLICES) FULL STRENGTH SPLICES (DETAILS U, AND X) MAY BE LOCATED ANYWHERE. 14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC- ESR 1730, 2196 OR EQUIVALENT AND USE HEADS W/ DIAMETERS EQUAL TO #8 =41 #10 = 0", #12 = 2"AND #14 = 3"OR STEEL WASHERS OF SIMILAR DIAMETER AND AS PER GENERAL NOTE #11 15. STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT ADDITIONAL ENGINEERING ANALYSIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY. 16. ALUMINUM SOLID ROOF PANELS ARE CLASS A FIRE RATED AS INDICATED BY THE EXCEPTION #2 IN IBC SECTION 1505.2. 17. STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE. 18. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS (OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZED STEEL) OR ABSORBENT BUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FAYING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART 1-A SECTION 6.7. 19. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK, THE MAXIMUM DEAD LOAD + LIVE LOAD FROM THE PATIO COVER IS 750 LBS AND THE POST SPACING SHALL NAT EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB. THE MAXIMUM CONNECTIOP 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 DE( TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDINC AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL L13, N12 OR AL. CONSTRUCTION OUT OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING. 20. All structures must comply with one of the following: 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. b. Structures with flat roof design snow loads over 30 psf complying with IBC Section 1613.1 Exception #1 do not require additional seismic analysis. c. Structures not complying with (a) or (b) require additional engineering seismic analysis. 21. DRIFTING SNOW IS ADDRESSED IN DETAIL M4. SLIDING SNOW IS BEYOND THE SCOPE OF THIS REPORT. 22. ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL SPANS WITHIN 20%. ALL SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN. 23. WOOD USED IN CONNECTIONS SHALL BE PROTECTED FROM WEATHER AS PER IBC SECTION 1403.2 AND/OR 1503, WHICHEVER IS MORE STRINGENT. 24. AT LEAST ONE HORIZONTAL DIMENSION OF THE COVER (PROJECTION OR WIDTH) SHALL BE LESS THAN 30' GENERAL NOTES FOR LATTICE STRUCTURES: (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SC02-2009 AND LT01-2009 THRU LT03-2009.) 1. SEE GENERAL NOTE #3 FOR LIVE AND SNOW LOADS. 2. NOTE INTENTIONALLY LEFT BLANK. 3. SINGLE SPAN ATTACHED LATTICE STRUCTURES THAT DO NOT USE DETAIL L29 MUST COMPLY WITH TABLE Ll AND L2 ON SHEET M5. 7 C -1 tz=E&&:as:>--a'\ ·'NOV 5 2012 bires 9/30102>, OCT 20 2011 5208 TENNYSON PARKWAY SUITE 100 DUILL,1119 rnVUUL RC, 11,L. PLANO, TEXAS 75024 DRAWN BY: CMP / ¢AFALAAIS 1 PDTV/1[A It 11 AA*gnedv..1,60' 7 ON , -\P G+ 6A1 91 6/30/5014' .J*jU<FOZEZI S DEI 1 EXP¥6 Z Amerimax Dnn nnir, naanTIFTe wr SCALE:DRAWING OR PART GENERAL NOTES ICC ESR 1398 (2009 IBC) 10/11/2011 Page 3 of 60 NONE NAME DATE:DRAWING SHEET ENGINEERS STAMP EM'- 1.GN02-20091 2 OF 2 - '1#k .-LENGTH VARIES. SEE SCHEDULES.NOTE SEE SCHEDULE FOR POSTS. ALL POSTS TO BEROJECTIONPROJECION ENDLENGTH & INSTALLED VERTICAUY. MAY HAVE MORE THAN 2 POSTS (PER IEERMEDIATE BEAM).1MN.-LENGTH 100% OF PROJECTIONer-END FASCIAANEL JOINT POS S EMEIA ./19 MULTISPAN E---lING ATTACHMENT TO -vr----""9 ZEMIEVER CTIN 1011 it?F i *1 - A.- ; -COVER PANEL MIN 35' CONCRETE HEADER I.v VV¥-1' ' r""-6 SLAB MAY BE USED /OWAHANd ,fWHERE PERMITTED 25% POSIP<NSTALL SEE SCHEDULE SPACING 58 COLUMN - VERTICAL - / LENGTH VARIESMIN. LENGTH 100% OF P SEE SCHEDULE FOR MIN.NO. OF 10 SM FA5rENE FASCIA HEADER Ug.$7/Awl' €C-=>=* SEE SCHEDULE FOR FOOTING SIZE. PROVIDE 1 MIN 3.5' CONCRETE SLAB DRAIN MitREQ'D W/ CONSTRAINED FOOTINGS SEE SCHEDULE FOR FOOTING SIZE - SINGLE SPAN ATTACHED STRUCTURE SINGLE SPAN ATTACHED CANTILEVERED SmUCTURE 4 4 RETE SLAB REQ'D lED FOOTINGS 4 40 MAX. 4 POST SEE SCHEDUI POST SPACINI , 22>ec -MIN 3.5' CONC 7/ CONSTRAIr 0'HANG 25% OF SPACING 4BOFES:SiONA;5§2-iF5}k.er 77/94*9 - -- -FASCIA _}L=„-CLEAR 9 Mi - Eff 6/tt--1 -..»--SINGLE SPAN FREEETANDING STRUCTURE-a=%1 *50/PANEL MA OVERHAN[-1/2'0 STEEL 0 LENG1 OF CLEAR O HANG.BAR (RE-BARE m MAXIMUM ISPACING-SIZE SEE,HEDULESnF. $,cpoocog*122,c LPROVIDE 1 1/2"SEE SCHEDULE FOR 1 DRAIN DETAIL AQ OR N29 0 3 A 1 521 9 79 ...187.97%@L 3/81 X 9' REBAR J- SEE SCHEDULE FOR SIZE - DETAIL AQ OR N29 ONLY - MIN 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS rE /FASCIA HEADER MEDIA BEAM f 4 I.,t MIN 3.5' CONCRETE SLAB REQ W/ CONSTRAINED FOOTINGS Epl 1 0 Z m Cl HEIGHT MULTISPAN ATTACHED CAILEVERED STRUCTURE (tv·ft*Con-,--h-20' MIN 3.5' CONCRETE SLAB REQ'D-/ -d.[-T=ir -7-e======== PATIO COVERS ARE LIMITED TO 12'W/ CONSTRAINED FOOTINGS 4.-l,»- Z- SEE SCHEDULE FOR SIZE HEIGHT,CARPORTS AND COMMERCIAL -SEESCHEDULES. STRUCTURES ARE LIMITED TO 15'2-6 PLACE 3/80 STL(RE-BAR) DETAIL AQ OR N29 ONLY HEIGHT, ,-"Ale. NOV 5 2012 =F==:=:x - OCT 20 2011END FASCIA LCOVER P»IEL 1 MAXIMUM 1545I-ALL I f-IBIT*40)IATE -@OVERHANGCOWMN I |25% POST MAmerimax SUITE 100 5208 TENNYSON PARKWAY 40.211,/2 --BUILDING PRODUCTS, INC.PLANO, TEXAS 75024DRAIN-3/8'0 STEEL BAR MIN 3.5' CONCRETE SLAB REQ' ,(RE-BAR)AWN BY· W/ CONSTRAINED FOOTINGS . .CMP MULTISPAN ANACHED STRUCTURE SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY Page 4 of 60 A PT 0 *ned DR 1 e ONAU· 16 SC *res 9/30'20 Re NONE ICC ESR 1398 (2009 IBC) 10/11/2011 I ./ ENGINEERS STAMP SOLID PANEL STRUCTURAL CONFIGURARONS SHEET SC01-2009 1 OF 2 *-PAYCIA CCOVER HEADER PAN EL 3'Xe' ALUM HEADER 3'X8' STEEL C DOUBLE ALUM HEADER - UUWDLE- .1 1 CIL L DOMM ATTICE OVERHANG 36' MAX ' MAX FOR 30 PSF SNOW OAD OR HIGHER r 21,· LATTICE OVERHANG Z k U 36' MAX24' MAX FOR 30 PSF SNOW LOAD OR HIGHER MAX. 1 )ING (CLEAF TWO 0 #/ V . *A + /.*geS *le WTER SPAN LATTICE STRUCTURE'R MORE SPANS MULnSPAN FREESTANI 1 SPAN) -2'*6.6250. 3"*8" OR 3"*3' ALUM. RAFTERS 24 MAXIMUM RAFTER OVERHANG IS 25% OF CLEARSPAN Yx 89 12 or 16 GA. -5!Ill STEEL V BEAM \ FOR BEAM WRAP DETAIL. DETAIL 'L18'. 1 /1 9 - C..0 / P.894» f -pN AL.FpriwL»ATTACHMENT TO MIN 3.5'MIN 3.5' CONCRETE SLAB REQ1.0-/074*/ CONCRETE SLAB MAY BE W/ CONSTRAINED FOOTINGS - -2- 1 L-USED WHERE PERMITTED SEE SCHEDULE FOR SIZE- fI / SEE SCHEDULE DETAIL L29 ONLY C-1 WIll ' MIN 3,5' CONCRETE SLAB -2./v I Ly le:p/ *44-dj< CREQ'D W/ CONSTRAINED trdi J FOOTINGS SEE SCHEDULES_*_*RM--MIN. LENEm-103%-oF PROJECnoNf ,--»-==Mlb[28#PLEAr#REW , -24<6,625", 35<8' OR SINGLE SPAN ATTACHED 3'x3' ALUM RAFTERS -1cm=g=lATTICE STRUCTURE P -'....1-== =eeai- U-ZLVER PANEL LATTICE:OVERHANG .k SEE DETAIL L3- 25% POST /52SPACING/W / r . 0 / PROVIDE 1 -====,C=-- 0%;2essiona/ -"CONCRETE SLABDRAIN-==e-fARI 35' CONCRE¥et,e 4/ CONSTRAINED - OOTINGS SEE SCHEDULE FOR FOOTINGS %11FOOTING SIZE - MULTISPAN UNITS NOTE 22, S i SINGLE SPAN FREESTANDINGREFER TO GENERAL gT?54-t| LATICE STRUCTUREE £ 0& 7*£*ed l(14:0/7 NOV 5 2012 RAFTER- TAILS ,---0--4.OF CLEAR SPAN 2€h_ .fo v<r B 444 w-PLACE 3/8' 0X 9"1 1 4% 6/30/2015 SEE SCHEDULE FOR SIZE DETAIL L29 ONLY 82 l- \5r4*4- 11 43 L G\NEER- Epl 1 0 C .6 - DA.,u gy. Kie P V \*f CALRE.00" TW • •TW-Af . *24#PM'VQ&*99REEBNi;.ZX/-37 OCT 20 2011Fire-;72;;40 ,57 91 i:h!£Eibe' O'HANG--4 OVERHANG --0/Ni (7 0.8.0 :19A--.A-*UY JA / Pi ALA FREESTANDING STRUCTURE ATTACHED STRUCTURE ICC ESR 1398 (2009 IBC) 10/11/2011 Page 5 of 60 TRIBUTARY WIDTH (TW) DIAGRAM ranlerinlaX 5208 TENNYSON P# BUILDING PRODUCTS, INC.SUITE 100 PLANO, TEXAS 75024 CMP ENGINEERS STAMP SCALE:DRAWING NONE #,EpART DATE:DRAWING MPBr ALUMAWOOD STRUCTURAL CONFIGURAnONS (SC02-2009 SHEET 2 OF 2 ' ..4.. 42*, % 8*9& • .4894'21 33.1- LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 0.024"x2"x6.625" Rafter (Multispan)0.032"x2"x6.625" Rafter (Multispan) Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp C Snow Load Spacing Exp C (psf) (in) 90 100 105 110 (psf) (in) 90 100 105 110 10 24" 7'-4" 7'-4"6'-10" 6'-4" 10 24"10'-11" 10'-11" 10'-11" 10'-8" LIVE 20" 8'-5" 8'-4"7'-9" 7'-3"LIVE 20"12'-3"12'-3"12'-3" 11'-10" 16" 9'-9" 9-8"9'-0" 8'-5"16"14'-1"14'-1"14'-1"13'-4" 12"11'-9"11'-6"10'-9"10'-1"12"16'-8"16'-8"16'-3"15'-5" 20 24"4'-4" 4'-4" 4'-4" 4'-4" 20 24" 6'-8" 6'-8"6'-8" 6'-8" LIVE 20" 5'-0" 5-0"5'-0" 5'-0"LIVE 20" 7'-8" 7'-8"7'-8" 7'-8" 16"5'-11"5'-11" 5'-11" 5'-11"16" 9'-0" 9'-0"9'-0" 9'-0" 12"T -4'7'-4" 7-4"T-4"12'10'-11" 10'-11" 10'-11" 10'-11" 25 24"4'-2" 4'-2" 4'-2" 4'-2" 25 24" 6'-5" 6'-5"6'-5" 6'-5" 20"4'-10" 4'-10" 4'-10" 4'-10"20"7'-5" 7'-5" 7'-5"T-5" 16" 5'-9" 5'-9"5'-9" 5'-9"16" 8'-8" 8'-8"8'-8" 8'-8" 12" 7'-1" 7'-1" 701"7'-1"12"10'-T'10'-T'10'-7"10'-7" 30 24" 3'-T' 3'-7"37 3'-7" 30 24" 57 57 5'-7" 5'-7" 20"4'-2" 4'-2" 4'-2" 4'-2"20" 6'-5" 6'-5"6'-5" 6'-5" 16" 5'-0" 5'-0"5'-0" 5'-0"16" 7'-8" 7'-8"7'-8" 7'-8" 12" 6'-3" 6'-3"6'-3" 6'-3"12" 9'-4" 9'-4"9'-4" 9'-4" 40 24"2'-9" 2'-9" 2'-9" 2'-9" 40 24"4'-5" 4'-5" 4'-5" 4'-5" 20" 303" 3'-3"3'-3" 3'-3"20" 5'-2" 5'-2"5'-2" 5'-2" 16"3'-11" 3'-11" 3'-11" 3'-11"16" 6'-2" 6'-2"6'-2" 6'-2" 12" 5'-0" 5'-0"5'-0" 5'-0"12"T-8"T-8" 7'-8" 7'-8" 60 24"1'-11"1'-11"1'-11"1911" 60 24"3'-1" 3'-1" 3'-1" 3'-1" 20" 2'-3" 2'-3"2'-3" 2'-3"20" 3'-8" 3'-8"3'-8" 3'-8" 16" 2'-9" 2'-9"2'-9" 2'-9"16"4'-5" 4'-5" 4'-5" 4'-5" 12" 3'-T' 3'-T'3'-7" 3'-T'12" 5-7" 5'-7"5'-7" 5'-7" TA3LE 1.1 TABLE 1.2 SINGLE SPAN TABLES 0.024™2™6.625" Rafter (Single Span)0.032'x296.625" Rafter (Single Span) Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp C Snow Load Spacing Exp C (psf) (in) 90 100 105 110 (psf) (in) 90 100 105 110 10 24" 8'-8" 7'-5"6'-10" 6'-4" 10 24"13'-T'12'-0"11'-4"10'-8" LIVE 20" 9'-9"8'-4" 7'-9" 7'-3"LIVE 20"15'-0"13'-3"12'-6" 11'-10" 16"11'-2" 9'-8" 9'-0"8'-5"16"16'-10" 14'-11" 14'-1"13'-4" 12"13'-2"11'-6"10'-9"10'-1"12"19'-5"1 7-3"16'-3"15'-5" 20 24" 5'-2" 5'-2"5-2" 57 20 24"8'-10" 8'-10"8'-10" 8'-10" LIVE 20" 6'-2" 6'-2"6'-2" 6'-2"LIVE 20"10'-6"10'-6"10'-6"10'-6" 16" 7'-8" 7'-8"7'-8" 7'-8"16"12'-3"12'-3"12'-3"12'-3" 12"10'-2"10'-2"10'-2"10'-1"12"14'-1"14'-1"14'-1"14'-1" 25 24"4'-11" 4'-11" 4'-11" 4'-11" 25 24" 8'-5" 8'-5"8'-5" 8'-5" 20"5'-10" 5'-10" 5'-10" 5'-10"20"10'-1"10'-1"10'-1"10'-1" 16"T-4" 7'-4" 7'-4"7'-4"16"11'-11" 11'-11" 11'-11" 11'-11" 12"9'-9" 9'-9" 9'-9" 9'-9"12"13'-9"13'-9"13'-9"13'-9" 30 24" 4'-1" 4'-1"4'-1" 4'-1" 30 24" 7'-0" 7'-0"7'-0" 7'-0" 20"4'-11" 4'-11" 4'-11" 4'-11"20" 8'-5" 8'-5"8'-5" 8'-5" 16" 6'-1" 6'-1"6'-1" 6'-1"16"10'-6"10'-6"10'-6"10'-6" 12"80-1" 8'-1" 8'-1" 8'-1"12"12'-7"12'-7"12'-7"12'-7" 40 24" 3'-1" 3'-1"3'-1" 3'-1" 40 24" 5'-3" 5'-3"5'-3" 5'-3" 20" 3'-8" 3'-8"3'-8" 3'-8"20" 6'-4" 6'-4"6'-4"6'-4" 16" 4'-7" 4'-7"4'-7" 4'-7"16"7'-10" 7'-10" 7'-10" 7'-10" 12"6'-1" 6'-1" 6'-1" 6'-1"12"10'-6"10'-6"10'-6"10'-6" 60 24" 2'-0" 2'-0"2'-0" 2'-0" 60 24" 3'-6" 3'-6"3'-6" 3'-6" 20" 2'-5" 2'-5"2'-5" 2'-5"20" 4'-2" 4'-2" 4-2"4'-2" 16" 3-1" 3'-1"3'-1" 3'-1"16" 5'-3" 5'-3"5'-3" 5'-3" 12" 4-1" 4'-1"4'-1" 4'-1"12" 7'-0" 7'-0"7'-0" 7'-0" TABLE 1.6 TABLE 1.7 0.040"x2"x6.625" Rafter (Multispan)0.042"xyx8" Rafter (Multispan) Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp C Snow Load Spacing Exp C (psf) (in) 90 100 105 110 (psf) (in) 90 100 105 110 10 24"14'-6"14'-6"14'-6"14'-5" 10 36"12'-6"12'-6"12'-6"12'-6"3"x3" Rafter @6" ok (Multispan or Single) LIVE 20"16'-2"16'-2"16'-2" 15'-10"LIVE 32"13'-6"13'-6"13'-6"13'-6"Ground Rafter Wind Speed and Exposure 16"18'-5"18'-5"18'-5"17'-8"24"16'-2"16'-2"16'-2" 15'-10"Snow Load Gauge Exposure C 12"21'-7" 21'-2" 20'-5" 19'-10"16"20'-7" 20'-7" 20'-5"19'-4"(psf) (in) 100 110 120 130 20 24" 9'-2" 9'-2"9'-2" 9'-2" 20 36" 7'-7" 7'-7"7'-7" 7'-7" 10 0.024"12'-7"12'-3"11'-2"10'-3" LIVE 20"10'-5"10'-5"10'-5"10'-5"LIVE 32" 8'-4" 8'-4"8'-4" 8'-4"LIVE 0.040"16'-6"16'-6"16'-3"15'-4" 16"12'-1"12'-1"12'-1"12'-1"24"10'-3"10'-3"10'-3"10'-3" 20 0.0240 8'-7" 8'-7"8'-7" 8'-7" 12"14'-6"14'-6"14'-6"14'-6"16"13'-6"13'-6"13'-6"13'-6"LIVE 0.040"13'-1"13'-1"13'-1"13'-1" 25 24"8'-11" 8'-11" 8'-11" 8'-11" 25 36" 7'-4" 7'4" 7'-4"T-4" 25 0.024" 8'-5" 8'-5"8'-5" 8'-5" 20"10'-1"10'-1"10'-1"10'-1"32" 8'-0" 8'-0"8'-0" 8'-0"0.040"12'-10" 12'-10" 12'-10" 12'-10" 16"11'-9"11'-9"11'-9"11'-9"24"9-11" 9'-11' 9'-11" 9'-11" 30 0.024" 7'-6" 7'-6"7'-6" 7'-6" 12"14'-1"14'-1"14'-1"14'-1"16"13'-1"13'-1"13'-1"13'-1"0.040"12'-0"12'-0"12'-0"12'-0" 30 24" 7'-9" 7'-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"8'-11" 8'-11" 8'-11" 8'-11"32"6'-11" 6'-11" 6'-11" 6'-11"0.040 10'-3"10'-3"10'-3"10'-3" 16 10'-4"10'4"10'-4"10'-4"24" 8'-8" 8'-8"8'-8" 8'-8" 60 0.024"4'-11" 4'-11" 4'-11"4'-11" 12"12'-6"12'-6"12'-6"12'-6"16"11'-7"11'-7" 11'-7"11'-7"0.040" 8'-1" 8'-1"8'-1" 8'-1" 40 24"6'-3" 6'-3" 6'-3" 6'-3" 40 36"5'-0" 5'-0" 5'-0" 5'-0"TABLE 1.5 20" 7'-2" 7'-2"7'-2" 7'-2"32" 5'-6" 5'-6"5'-6" 5'-6" --- 16" 8'-6" 8'-6"8'-6" 8'-6"24"6'-11" 6'-11" 6'-11" 6'-11" 7 12"10'-4"10'-4"10'4"10'-4"16' 9-5" 9'-5"9'-5" 9'-5" 60 24" 4'-6"4'-6" 4'-6" 4'-6" 60 36" 34" 3'-6"3'-6" 3'-6" 20" 5'-3" 5'-3"5'-3" 5'-3"32"3'-11" 3'-11" 3'-11" 3'-11"Amerimax Building Products 16"6'-3" 6'-3" 6'-3" 6'-3"24" 5'-0" 5'-0" 5'-0" 5'-0"5208 Tennyson Parkway 12" 7'-9" 7'-9" 7'-9"T-9"16"6'-11" 6'-11" 6'-11" 6'-11"Plano, Texas 75024 TABLE 1.3 TABLE 1.4 NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN Carl Putnam, P. E. 0.040'x2'x6.625" Rafter (Single Span)0.042"x3"x8" Rafter ( Single Span)3441 Ivylink Place 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 carli)utnam@comcast.net 0 (psf) (in) 90 100 105 110 (psf) (in) 90 100 105 110 10 24"17'-9"16'-0"15'-2"14'-5" 10 36"16'-2" 14'-4" 13'-6" 12'-9" .. LIVE 20"19'-1"17'-7" 16'-8" 15'-10"LIVE 32'17'-2"15'-3"14'-5"13'-7"RAFTERS O/C SPACII 16"20'-6"19'-5"18'-T'1 T-8"24"19'-11" 17'-8"16'-9" 15'-10"RAFTERS ARE DOUB 12"22'-7" 21'-2" 20'-5" 19'-10"16"24'-2" 21'-7" 20'-5"19'-4" 20 24"12'-8"12'-8"12'-8"12'-8" 20 36' 9'-8" 9'-8"9'-8" 9'-8" LIVE 20"13'-10" 13'-10" 13'-10" 13'-10"LIVE 32'10'-10" 10'-10" 10'-10" 10'-10" 16"15'-5"15'-5"15'-5"15'-5"24"14'-4"14'-4"14'-4"14'-4" 12"17'-9"17'-9"17'-9"17'-9"16"17'-5"17'-5"17'-5"1 T-5"1-Ess/O25 24"12'-4"12'-4"12'-4"12'4" 25 36" 9-3" 9'-3"9'-3" 9'-3./4/(PL20"13'-6"13'-6"13'-6"13'-6"32"10'-4"10'-4"10'-4" 10'-4" 16"15'-1"15'-1"15'-1"15'-1"24'13'-9" 13'-9"13'-9" 12"17'-4"17'-4"17'-4"17'-4"16'17'-0"17'-0"17'-0" 30 24"10'-7"10'-7"10'-7"10'-7" 30 36" 7'-8" 7'-8"7'-8" 20"12'-4"12'-4"12'-4"12'-4"32' 8'-8" 8'-8"8'-8" 8'-8"1-* \ --71- W' 16"13'-9"13'-9"13'-9"13'-9"24"11'-6"11'-6"11'-6"11'-6" 12"15'-10" 15'-10" 15'-10" 15'-10"16"15'-7"15'-7" 15'-7"15'-7" 40 24"7'-11"7'-11"7'-11"7-11" 40 36" 9-9" 5'-9"5'-9- 5-9"L/94.<:SEZ&!:DS;'20" 9'-6" 9'-6"9'-6" 9'-6"32" 6'-6" 6'-6"6'-6" 6'-6" / 16"11'-10" 11'-10" 11'-10" 11'-10"24" 8'-8" 8'-8"8'-8" 8'-8" 12"13'-9"13'-9"13'-9"13'-9"16"12'-11" 12'-11" 12'-11" 12'-11"OCT 20 2011 60 24" 5'-4"5'-4" 5'-4" 5'-4" 60 36"3,-10" 3,-10" 3010" 3'-10" 20" 6'-4" 5-4"6'-4" 6'-4"32" 4'-4" 4'-4"4'-4" 4'-4" 16"7'-11" 7'-11"7'-11"7'-11"24" 5'-9" 5'-9" 5-9" 5'-9"SINGLE SPAN TABLES 12"10'-7"1G'-7"10'-7"10'-7"16" 8'-8" 8'-8"8'-8" 8'-8" TABLE 1.8 TABLE 1.9 @OFESS/OAk a\- .PU 8 9 EP6 / VIL NOV 5 201 ¢0% R .* 13'-9" 17'-0" 7'-8"R; NG MAY BE DOUBLED IF THE,c:SSSS&,t LED UP TO 48" 0/C ICC ESR 1398 (2009 IBC) 10/11/2011 Page 6 of 60 1-7, I U / PUTNAM bireS 9/3011 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREAE 0.042°xyx8" Box Beam (Detail Ll)Double 0.042"x3"x8" (Detail L-12) TABLE 2.1 Attached Single Freestanding or Attached Single Freestanding or Span Structure Multispan Units Span Structure Multispan Units GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REQ'D POST MIN FOOTER 8' |10 | 12 POST MIN FOOTER 8' |10 | 12' LOAD (FT)SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAtNED FOOTER (PSF)ON SLAB SLAB (FD TYPE ·d·(FT)TYPE ·d·.cr | .d .0 (FT) (In) Un) 1 On) 1 On) (In) On) I On) On) 90 MPH EXPOSURE B 10 3 22'-8-A 13'-6- A 18 23 25 26 20'-10" A 21 25 27 28 LIVE 3.5 19'-5-A 12'-4- A 18 23 24 25 19-3- A 21 25 26 28 4 17'-0-A 11'-4- A 18 22 24 25 18'-0- 8 22 25 26 27 4.5 15'-1-A 10'-7- A 19 22 23 25 16%11"8 22 24 26 27 5 13'-7- A 9'-11- A 19 22 23 24 16'-0- 8 22 24 25 27 5.5 12'-4-A 9%4" A 19 21 23 24 15-2- 8 23 24 25 26 6 11'-4-A 809" A 19 21 22 24 14'-5 8 23 23 25 26 6.5 10'-5-A 8%4" A 20 21 22 24 13'-10" 8 23 23 25 26 7 9-8-A 7'-11- A 20 21 22 23 13'-3" C 23 23 24 26 7.5 9-1-AT-TA 20 20 22 23 12 9. C 24 24 24 26 8 8'€A 7-3- A 20 20 22 23 12'-3' C 24 24 24 25 8.5 89 A 6'-11- A 20 20 22 23 11'-10- C 24 24 24 25 9 Te A 618- A 20 20 21 23 11'-5- C 24 24 24 25 9.5 7-2-A 6'-5- A 20 20 21 22 11'-1- C 24 24 24 25 10 6-9"A 6'-2- A 20 20 21 22 10'-9- C 25 25 25 25 11 6'-2"A 5'-9- A 21 21 21 22 10'-1 C 25 25 25 25 12 5'-8"· A 5'-5 A 21 21 22 23 97 C 25 25 25 25 13 5'-2"A 591" A 21 21 22 23 941" C 25 25 25 25 90 MPH EXPOSURE C 10 3 22'-8-A 13'-6- A 20 25 27 28 20'-4- A 23 28 29 31 LIVE 3.5 19'-5-A 12'4 A 20 25 26 28 18*-9- A 23 27 29 30 4 17-0-A 11'4 A 21 24 26 27 17-6- 8 24 27 28 30 4.5 15'-1 A 10'-7- A 21 24 25 27 16·-5- 8 24 26 28 29 5 13'-7-A 9-11- A 21 24 25 26 15-6- 8 25 26 28 29 5.5 12'-4-A 94" A 22 23 25 26 14'-9- 8 25 26 27 29 6 11'-4'A 8-9- A 22 23 25 26 14'-0- 8 25 25 27 28 6.5 10'-5"A 84- A 22 23 24 26 13-5- 8 26 26 27 28 7 9-8"A 7-11'A 22 23 24 25 12'-10* 8 26 26 26 28 7.5 9'-1"A nr A 22 22 24 25 1244" C 26 26 26 28 8 8'-6-A 7-3- A 23 23 24 25 11'-11·C 27 27 27 27 8.5 5-7 A 6011' A 23 23 23 25 11'-6' C 27 27 27 27 9 T€A 6-8 A 23 23 23 25 11'-1 C 27 27 27 27 9.5 7-27 A 605- A 23 23 23 24 100-9" C 27 27 27 27 10 6-9- A 67 A 23 23 23 24 100-5 C 27 27 27 27 11 6-2-A 5-9- A 23 23 23 24 9-10- C 28 28 28 28 12 5'-8-A 5'-5" A 23 23 23 25 9'-3"C 28 28 28 28 13 57 A 5'-1"A 24 24 24 25 8'-10· C 28 28 28 28 90 MPH EXPOSURE B 20 3 11'-10-A 9-1" A 16 21 23 24 14'-10- B 18 24 25 26 LIVE 3.5 10'-2 A 8'-2" A 16 21 22 23 13'-7- B 19 23 25 26 4 8'-11-A T€ A 16 20 22 23 12'-7- C 19 23 24 25 4.5 7·-11-A 5-11- A 16 20 21 23 11'-9- C 19 22 24 25 5 7'-1 A 6-5- A 16 20 21 22 11'-0- C 20 22 24 25 5.5 6'-5-A 5-11- A 17 20 21 22 10-5- C 20 22 23 25 6 5'-11-A 57 A 17 19 21 22 5-10- C 20 22 23 24 6.5 5-5-A 57 A 17 19 20 22 9-5" C 20 21 23 24 7 5'-1"A 5-0" A 17 19 20 22 8'-11-C 21 21 23 24 7.5 4·-9"A 4-8" A 17 19 20 21 8'7 C 21 21 22 24 8 4-5 A 4'-5" A 17 19 20 21 8'-2"C 21 21 22 23 8.5 47"A 47 A 17 19 20 21 7-10- C 21 21 22 23 9 3-11 A 3-11- A 17 19 20 22 7-7- C 21 21 22 23 9.5 3.9-A 3'-9- A 17 19 21 22 T-3-C 21 21 22 23 10 3'-6"A 3'-6- A 17 19 21 22 74" C 21 21 22 23 11 3-2 A 3'-2- A 17 20 21 22 67 C 22 22 22 23 12 2·-11-A 2'-11' A 17 20 22 23 67 C 22 22 22 23 13 7-8-A 2'4" A 17 20 22 23 5·-10" C 22 22 22 23 Double C.040"x2"x6.6.5" (Detail Ll 2) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH GROUND POST MIN FOOTER 8' |10 | 12'SNOW SPACING POST SIZE CONSTRAINED FOOTER LOAD (Fo TYPE 'd -d- | .d- | .B (PSF) On) (In) I (in) I (In) 18%8' A 20 24 25 27 30 1T.3 A 20 23 25 26 16·-1 A 21 23 24 26 15-2 8 21 23 24 25 14'-4- B 21 22 24 25 1348 8 22 22 24 25 13'4 8 22 22 23 25 12'-9 8 22 22 23 24 11'-11- 8 23 23 23 24 11'€ 8 23 23 23 24 11'-1- 8 23 23 23 24 10-9- B 23 23 23 24 10-5· C 23 23 23 24 10'-1-C 24 24 24 24 9-9- C 24 24 24 24 97 C 24 24 24 24 30 8'-9" C 24 24 24 24 8'-4" C 25 25 25 25 18'-2- A 22 26 27 29 16'-10- A 23 25 27 28 15'-8- A 23 25 27 28 14'-9- A 24 25 26 28 13 11-B 24 24 26 27 137 8 24 24 26 27 12'-8- B 25 25 25 27 12'-1- B 25 25 25 27 117 8 25 25 25 26 11-2 8 25 25 25 26 10-9- B 26 26 26 26 19-5- 8 26 26 26 26 40 10-1- 8 26 26 26 26 9-9- C 26 26 26 26 9-6- C 27 27 27 27 5-0- C 27 27 27 27 8'-6-C 27 27 27 27 8'-1 C 27 27 27 27 13'-4·8 18 22 24 25 12'-3-8 18 22 23 24 11'-5 B 18 21 23 24 10-8- 8 19 21 23 24 104- C 19 21 22 23 9·-6-C 19 21 22 23 94 C 20 20 22 23 40 8-7- C 20 20 22 23 E-3.C 20 20 21 23 7-10· C 20 20 21 23 r-r c 20 20 21 22 T-3 C 20 20 21 22 DO" C 21 21 21 22 6-9- C 21 21 21 22 6-7" C 21 21 21 22 6-2- C 21 21 21 22 5'-10- C 21 21 22 23 5-6- C 21 21 22 23 0.042"x i-x8" Box Bee n (Detail Ll) TABLE 2.1 Attached Single Freestanding or .. span Structure Multispan Units TRIB MAX POST MAX MAX POST LENGTH WIDTH POST REQ'D POST MIN FOOTER 8' |10 | 12' (FT)SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER ON SLAB SLAB (FT)TYPE Y .dr I ·,.d. (FT) (in) «n) 1 (in) (In) 90 MPH EXPOSURE B 3 8'-0"A 7-10'A 15 21 22 23 3.5 6'-10-AT-0- 815 20 22 23 4 6'4 A 6'-5" 8 15 20 21 22 4.5 5'-4"A 5·-10" 8 15 19 21 22 5 4'-10" A 9-5" 8 16 19 21 22 5.5 4'-4 A 5'0"B 16 19 20 22 6 4'4 A 419" 8 16 19 20 21 6.5 3-8"A 414" 8 16 18 20 21 7 3-5- A 4'-0- 8 16 18 20 21 7.5 3'-2"A 3-9- 8 16 18 20 21 8 3-0"A 3'-6- 8 16 19 20 21 8.5 2'-10"A 3'-4- 8 16 19 20 21 9 2'-8"A 3'-2-8 16 19 20 22 9.5 Z€A 3'-O-B 16 19 21 22 90 MPH EXPOSURE C 3 8'4 A 7-10" A 17 22 24 25 3.5 6'-10"A 7%0" 8 17 22 23 25 4 6'-0"A 6-5- 8 17 22 23 24 4.5 5'-4"A 5·-10- 8 17 21 23 24 5 4'-10"A 5-5 81721 22 24 5.5 4'4 A 5'-0" B 18 21 22 23 6 4'-0-A 4'-9" B 18 20 22 23 6.5 3'-8-A 4'-4- B 18 20 22 23 7 3'-5 A 4'-0- B 18 20 21 23 7.5 3'-2-A 3'-9" 8 18 20 22 23 8 3'-0-A 3'-6" B 18 20 22 23 8.5 2'-10"A 3'-4 B 18 21 22 23 9 7-8-A 3'-2"B 18 21 22 24 9.5 2'-6-A 3·4 8 18 21 22 24 90 MPH EXPOSURE C 3 6-1-A 6-5- B 16 22 23 24 3.5 5'-2-A 57 B 16 21 23 24 4 4'-6-A 5'-2- 8 16 21 22 24 4.5 4'-0-A 4-9" B 16 20 22 23 5 3-7-A 4'-3" B 16 20 22 23 5.5 3'-3"A 3'-11"B 16 20 21 23 6 3'4 A 3'7 B 16 19 21 22 6.5 9-7 A 3'-3" B 16 20 21 22 1 2-7 A 3'-1" B 16 20 21 23 7.5 9-5 A 2'-10- B 16 20 22 23 8 2-3-A 2'-8" B 16 20 22 23 8.5 2'-1- 9 2'4 90 MPH EXPOSURE 8 Double P.042'x3"x8" (Detail 112) Attached Single Freestanding or Span Skucture Mullispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |10 | 12' SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE 9 9 | d 'd' (in) (in) I (In) (In) 13'-1· C 18 23 24 26 17-0" C 18 22 24 25 11'-1" C 18 22 24 25 10'-3"C 19 22 23 24 94" C 19 21 23 24 9'-1"C 19 21 23 24 8'-7" C 19 21 22 24 8'-1"C 19 21 22 23 7-9" C 20 21 22 23 1-4- C 20 20 22 23 1-0" C 20 20 22 23 6'-9 0 20 20 21 23 6'-6.D 20 20 21 22 6'-3" 0 20 20 21 22 13'-1 - C 20 25 27 28 12'-0" C 20 25 26 27 11·-1" C 21 24 26 27 10-3- C 21 24 25 27 9-8-C 21 23 25 26 9'.1 C 21 23 25 26 8-1-C 22 23 24 26 8'-1-C 22 23 24 26 7-9- C 22 22 24 25 TA-C 22 22 24 25 74" C 22 22 23 25 69 0 22 22 23 25 616" 0 23 23 23 24 6'-3" 0 23 23 23 24 11'-1- C 19 24 26 27 10'-1- C 19 24 25 27 9-4-C 19 23 25 26 8'-7" C 20 23 24 26 8'-0" C 20 23 24 25 T€C 20 22 24 25 7'-1 C 20 22 24 25 6%8" 0 20 22 23 25 6'-4-0 21 22 23 24 64 0 21 21 23 24 5-9- 0 21 21 23 24 Double (.040-*2"x6.6'15" (Detail 112) Attached Single Freestanding or Span Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |10' | 12' SPACING POST SIZE CONSTRAINED FOOTER FT)TYPE 'd 9 | 'd Y M (In) I (in) On) 11·-10" C 17 22 23 24 10·-10· C 17 21 23 24 10·-1" C 18 21 22 24 9·-5" C 18 21 22 23 8-10" C 18 20 22 23 8'4" C 19 20 21 23 T-11"C 19 20 21 23 7%6" C 19 20 21 22 T€ C 19 20 21 22 6'-10" C 19 19 21 22 6'-r C 19 19 21 22 6'-4" C 20 20 20 22 6'-1" C 20 20 20 22 5'-10" C 20 20 21 22 11'-10- C 19 23 25 26 10'-10- C 20 23 25 26 10·-1" C 20 23 24 26 9'-5" C 20 22 24 25 810• C 21 22 24 25 804" C 21 22 23 25 r-11" C 21 22 23 25 7-6- C 21 21 23 24 T-W C 21 21 23 24 6'-10" C 22 22 23 24 5-r C 22 22 22 24 6'-4"C 22 22 22 24 6'-1"C 22 22 22 24 5'-10 C 22 22 22 24 10'-1-C 18 23 24 26 9'-3"C 19 22 24 25 8'-6-C 19 22 24 25 7'-11 C 19 22 23 25 7-5" C 19 21 23 24 nO" C 20 21 23 24 6·7 C 20 21 22 24 6'-3 C 20 21 22 24 5011" C 20 21 22 23 5-8· C 20 20 22 23 5·-5" 0 20 20 22 23 23 24 A T€B 16 21 n 23 5'-6-0 21 21 22 24 502"D 21 21 22 A 2'-4"B 16 21 22 24 5-3-D 21 21 22 24 D 21 21 22 3 6'-1-A 6'-5"B 14 20 21 22 11*-1-C 17 22 24 25 3.5 A B 14 19 21 22 10'-1-C 7/ 4 4'-6"A 5'-2 B 14 19 20 22 9'-4-C 17 21 23 24 4.5 4'-0-A 4.9 B 14 19 20 21 8'-7-C 18 21 22 24 5 3-T A 4'-3"B 14 18 20 21 8'-0-C 18 21 22 5.5 18 19 18 20 22 23 6 Je' 21 YA VJ M EP. 6. 7 0 E p 121°t Z A 5011f m PT C NIll /0 igned40·16231 SF·. NOV 5 2012ONA U. 46 Dires 9/301'2>, ICC ESR 1398 (2009 IBC) 10/11/2011 Page 7 of 60 LATTICE COVER 2.0 POST SPACINGS FOR PAnO AND COMMERCIAL COVERS 90 MPH WIND AREAE 0.042 xy€ Box Bear i (Detail Ll)Double 0.042"xyxr (Detail L12) TABLE 2.1 Attached Single Freestanding or Attached Single Freestanding or Span Stucture Mullispan Units Span Structure Multispan Units GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REQD POST MIN FOOTER E | 10 | 12'POST MIN FOOTER E |10 | 17 LOAD (FT)SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)ON SLAB SLAB (FT)TYPE d Y | Y | Y (FT)TYPE Y 9 | 9 .€ (FT) M On) I On) I (In)On) on) I (In) (in) 90 MPH EXPOSURE C 20 3 11'-10"A 9-1 A 17 23 25 26 14'-10" 8 21 26 27 29 LIVE 3.5 10'-2-A 87 A 18 23 24 26 13'-7- 8 21 25 27 28 4 8'-11'A 7-6" A 18 22 24 25 12-7- C 21 25 26 28 4.5 7-11 A 6-11- A 18 22 23 25 11-9- C 22 24 26 27 5 7-1-A 6-5· A 18 22 23 24 11'-0- C 22 24 26 27 5.5 5% A 5-11- A 19 21 23 24 10-5- C 22 24 25 27 6 5'-11-A 5-r A 19 21 23 24 9+10- C 23 24 25 26 6.5 5-5-A 5'-3- A 19 21 22 24 9-5- C 23 23 25 26 7 5'-1-A 5'-0- A 19 21 22 23 8%11'C 23 23 25 26 75 4.7 A 4'-8- A 19 20 22 23 8-7- C 23 23 24 26 8 4'-5-A 4'-5- A 19 20 22 23 802"C 23 23 24 26 8.5 4'-2"A 4-2- A 19 21 22 23 7-10- C 24 24 24 25 9 3'-11-A 3·-11-A19212224 r-r C 24242425 Double C.040-xy'x6.675" (Detail L_12) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH GROUND POST MIN FOOTER 8' |10 1 12'SNOW SPACING POST SIZE CONSTRAINED FOOTER LOAD (Fn TYPE d Y | 'd» | *d'(PSF) On) On) I On) I (In) 13'-4 8 20 24 26 27 60 12'-3' B 20 24 25 27 1115' 8 21 23 25 26 10-8- 8 21 23 25 26 19-0- C 21 23 24 26 9-6- C 22 22 24 25 9-0- C 22 22 24 25 87 C 22 22 24 25 87 C 22 22 23 25 7-10"C 23 23 23 25 r-r C 23 23 23 24 r-3" C 23 23 23 24 nO" C 23 23 23 24 0.042"x rx8 Box Beam (Detail Ll) TABLE 2.1 Attached Single Freestanding or Span Structure Multispan Units TRIB MAX POST MAX MAX POST LENGTH WIDTH POST REQD POST MIN FOOTER £|10|12 (FT)SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER ON SLAB SLAB (FT)TYPE -d Y 1 V 1 Y (FT)(tri) (In) I On) I (In) 90 MPH EXPOSURE B 3 4'-1"A 4'-9" B 13 19 20 21 3.5 3'-6"A 4'-1- 8 13 18 20 21 4 3'-0"A 37 8 13 18 19 21 4.5 2'€A 3'7 8 13 18 19 20 5 2'-5 A 2'-11"B 13 17 19 20 5.5 2-T A 27 813 18 19 20 6 2'-0"A 7-5- 8 13 18 19 20 6.5 1'-10-A 2·-2- 8 13 18 19 21 7 1'-9"A 7-1" 8 13 18 20 21 75 1'-7-A 1'-11" 8 13 18 20 21 8 1'-6"A 1'-9" 8 13 19 20 21 8.5 1·-5 A 1'-8" 8 13 19 20 21 90 MPH EXPOSURE C Double 0.042"x3"x8" (Detail Ll 2) Attached SIngle Freestanding or Span Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |10' | 12 SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE ··-d- | d.•d• (In) An) 1 (in) (in) 8'-8-C 15 21 22 24 7-10- C 16 21 22 23 7-T C 16 20 22 23 67 D 16 20 21 23 6-1- D 16 20 21 22 5%8- D 16 19 21 22 5'-3-D 16 19 20 22 4'-11- D 16 19 20 22 4%8" D 17 19 20 21 4-5 D 17 19 20 21 4'-2" D 17 19 20 21 4'-0" D 17 19 20 21 Double (.040"x2"x6.625» (Detail L12) Attached Single Freestanding or Span Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |10 | 12 SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE 'd .d. .4 .€ (In) (In) 1 (in) On) 8'-0" C 15 20 21 23 7-3" C 15 20 21 22 C 15 19 21 22 6-2- C 16 19 20 22 5-9- C 16 19 20 21 D 16 19 20 21 5-0" 0 16 18 20 21 49 0 16 18 20 21 4'-6- 0 16 18 20 21 4'-3"0 16 18 20 21 4'-1"0 17 19 20 21 340" 0 17 19 20 21 9.5 3-9"A 3-9- A 19 21 22 24 T-3- 10 3'-6-A 3'-6- A 19 21 23 24 TY 11 37 A 3-2- A 19 22 23 24 6-r 90 MPH EXPOSURE B 25 3 9-7-A 8-9- A 15 21 22 24 14'-5- 3.5 8-r A r-11- A 16 21 22 23 13'-3" 4 7-27 A 703" B 16 20 22 23 17-3" 4.5 5-4.A 6-8- B 16 20 21 23 11·-5- 5 5'-9"A 67 8 16 20 21 22 10-9 5.5 57 A 5'-9- 8 16 19 21 22 10-1· 6 4'-9"A 5-5- 8 17 19 21 22 9-7- 6.5 4'-5"A 5'-1"8 17 19 20 22 9'-1" 7 4'-1"A 4-9" 8 17 19 20 21 8-8- 75 3'-10-A 44" 8 17 19 20 21 8'-3" 8 3'-7-A 4·-3" 8 17 19 20 21 7011- 8.5 3'-4-A 4·-0- 8 17 19 20 21 707 9 3-2-A 3-9- 8 17 19 20 22 74 9.5 3-0-A 37 8 17 19 21 22 711" 90 MPH EXPOSURE C 25 3 9-7-A 8·-9- A 17 23 25 26 14'-5 3.5 8-2-A T-11- A 18 23 24 25 13'-3 4 7-T A 7-3-B 18 22 24 25 12'-3- 4.5 64"A 6-8- B 18 22 23 25 11'-5- 5 5'-9"A 6'-2" B 18 21 23 24 10'-9- 5.5 5'-2-A 5-9" B 18 21 23 24 10-1 6 4'-9 A 5'-5"B 19 21 22 24 9-7- 6.5 4'-5"A 5'-1" 8 19 21 22 24 9-1" 7 4'-1"A 4'-9 8 19 20 22 23 818" 7.5 3'-10-A 44" 8 19 20 22 23 803" 8 3'-7-A 47 8 19 20 22 23 7-11" 8.5 3'-4"A 4'-0" 8 19 21 22 23 Tr 9 3-2-A 3-9- 8 19 21 22 24 7'# 9.5 3-0'A 37 8 19 21 22 24 7-1" 10 2'-10-A 3'-4-8 19 21 23 24 6*-10 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5.DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 2.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.1 ICC ESR 1398 (2009 IBC) 10/11/2011 . 1 C 24 24 24 25 6'-9" C 23 23 23 24 60 3 4'-1"A 4'-9" 8 14 20 22 23 84"C 17 23 24 26 8'-0- C 1 C 24 24 24 25 67 C 23 23 23 24 3.5 3'-6-A 4-1" 8 14 20 21 23 7-10' C 18 22 24 25 7'-3 C 1' C 24 24 24 25 6-2- C 24 24 24 24 4 3-0-A 3'-7" B 14 19 21 22 r-2- C 18 22 24 25 6*-8 C 1' 4.5 Z-E'A 37 8 14 19 21 22 6'7 0 18 22 23 25 67 C 11 C 18 23 25 26 13'-0- C 18 22 23 25 5 7-5-A 2'41" 8 14 19 20 22 6-1 D 18 21 23 24 57 0 11 C 19 23 24 26 11·-11- C 18 22 23 24 5.5 2'-2-A 27 8 14 19 21 22 5%8- D 18 21 23 24 54" 0 11 C 19 23 24 25 11'-1 C 18 21 23 24 6 7-7 A 7-5- 8 14 19 21 22 57 D 18 21 22 24 5-4 0 1 C 19 22 24 25 10-5- C 19 21 22 24 6.5 1'-10- A 2-2 8 14 20 21 22 4-11- D 19 21 22 23 47 Dll C 20 22 23 25 9-9- C 19 21 22 23 7 1-9-A 2'4" 8 14 20 21 23 4'-8- D 19 20 22 23 44- 0 11 C 20 22 23 24 9-3- C 19 21 22 23 C 20 21 23 24 89 C 19 20 22 23 OVER-TABLE 2.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES C 20 21 23 24 84- C 20 20 21 23 HANG PROJECTION OF SINGLE SPAN STUCTURES (FT) C 20 21 22 24 8'-0- C 20 20 21 23 (FT) 8'10'11' 12' 13 14+ 15 16' 17 18'19' 20'21'22' C 21 21 22 23 TZ C 20 20 21 22 0 4' 4.5'5 5.5' 6'6.5'7 7.5 8 8.5'9' 9.5'10·10.5'11' C 21 21 22 23 7%4" C 20 20 21 22 1' 4.5'5' 5.5' 6'6.5' T 7.5' 8'8.5'9' 9.5' 10 10.5 11'11.5 C 21 21 22 23 7-1" C 20 20 21 22 2'5' 5.5'6' 6.5'T 7.5 8' 8.5'9' 9.5'10'10.5'11'11.5'12' C 21 21 22 23 510" C 20 20 21 22 3 5.5 6' 6.5'7 7.5 8 8.5' 9 9.5'10'10.5 11'11.5'12'12.5 C 21 21 22 23 67 C 21 21 21 22 4 5 6.5 T 7.5 0 8.5'9 9.5 10 10.5 11'11.5'12'12.5'13' 5' 6.5'T 7.9 8' 8.5' 9 9.5 10 10.5 11'11.5'12'12.5' 13' 13.5 C 20 26 27 29 13'-0- C 20 24 26 27 C 21 25 27 28 11·-11- C 20 24 25 26 TABLE 2.3 Post Requirements TABLE 2.4 Post Requirements for C 21 25 26 28 11·-1 C 21 23 25 26 for Attached Single Span Structures Freestanding Structures or Multispan Attached Structures C 22 24 26 27 10-5 C 21 23 24 26 POSt DeSCriptiOn Max POST Detail Post Description Maximum Max POST C 22 24 26 27 9-9- C 21 23 24 25 Hgt Code Footing Height Code Deta J # C 22 24 25 27 5-3- C 22 22 24 25 0.042"x3"x8" Aluminum Post 11' B Ll 0.041"x3-xy Steel Clover d= 20" 9'B L11 £4 C 22 23 25 26 8'-9" C 22 22 24 25 0.024"Post with Sideplates 12' B L24 0.041"xyxy Steel Clover d= 21" 8'B L11 C 23 23 25 26 8'-4- C 22 22 23 25 Clover 0.030"x373* Alum 11' B L11 3/16"xhy Steel Square d= 28"12'C L21 C 23 23 24 26 8'-0" C 22 22 23 25 Clover 0.040"xyxr Alum 12' B L11 3/16"x3"x3" Steel Square d= 28" 8'D L21 C 23 23 24 26 7-8- C 22 22 23 24 Colonial 0.062" Extruded 12' C AE 1/4-x3"x3" Steel Square d= 28"12'D L21 C 23 23 24 25 T-4"C 23 23 23 24 0.041 "x»3" Steel Clover 12' D L11 3/16"x47(4" Steel Square d= 28"12'E L21 C 23 23 24 25 7-1-C 23 23 23 24 0.041 93"x3- Steel Clover 8'E L11 1/2"x4'x4" Steel Square d= 37"12'D L21 C 24 24 24 25 6'-10- C 23 23 23 24 3/16"x3"x3" Steel Square 15' H L21 1/2"x42<4" Steel Square d= 31"15'D L21 , C 24 24 24 25 6'-7- C 23 23 23 24 1/4-x3"x3" Steel Square 15'I L21 C 24 24 24 25 6'4" C 23 23 23 24 3/16"x4"x," Steel Square 15' J L21 1/2"x4™4- Steel Square 15'K L21 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 2.1 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products , FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 5208 Tennyson Parkway 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Plano, Texas 75024 10. USE THE APPROPRIATE DETAILS (Ll-!29). DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES Ll AND L2 ON SHEET M5 Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.1 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carloutnam@comcast.net SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES -/ OCT 20 20Page 8 of 60 7 23 25 7 23 24 7 22 24 22 24 22 23 22 23 21 23 21 23 21 23 SOFESS/oAk 19( G $85 394 + EP. 6 888 88tt -2 t: VIL EC)FCAL 063 Ill.:18,6 ,;*asione/ PT n 0 NOV 5 2012 *ned 1 & ONA U · AS+Dires 9/30120' \) LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREAE 12 Ga 3"x8" Steel C Beam (Detail L18)16 Ga 3"x8" Steel C Beam (Detail L18) TABLE 2.5 Attached Single Freestanding or Attached Single Freestanding or Span Structure Multispan Units Span Structure Multispan Units GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REQ'D POST MIN FOOTER E | 12' | 15 POST MIN FOOTER 8 |12' | 15' LOAD (FT)SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)ON SLAB SLAB (FT)TYPE 'd'(FD TYPE ·d·.B | .B (FT)(In) (In)(In) I (In) (In) (In) (in) I (In) 90 MPH EXPOSURE B 10 5 13·-7 LIVE i5 12'-4- 6 11'-4- 6.5 10'-5- 7 9-8' 7.5 9'-1" 8 8'-6" 8.5 8'-0" 9 TE 9.5 T-2- 10 6'-9- 10.5 6'-5- 11 6·-2- 11.5 5'-11- 12 57" 13 5·-2" 14 4'-10» 15 4'-6" 90 MPH EXPOSURE C 10 5 137 A 2946- C 31 31 33 LIVE 5.5 12'-4-A 287 C 31 31 33 6 11'-4-A 27·-9- D 32 32 33 6.5 10 5-A 27'-O- D 33 33 33 7 9'-8-A 26'-4- D 33 33 33 7.5 9.1 A 25'-9- D 34 34 34 8 8'-6-A 25'-1- D 34 34 34 8.5 8'-0"A 247 0 34 34 34 9 Te A 23'-5- D 35 35 35 9.5 7-2 A 22'-8- D 35 35 35 10 6·-9-A 27-0- 0 35 35 35 10.5 6-5 A 21'-4- D 35 35 35 11 67 A 20-9- 0 36 36 36 11.5 5'-11 A 207 0 36 36 36 12 5-8-A 19%8- D 36 36 36 13 5'-2"A 18'-8- D 36 36 36 14 4·-10-A 17·-10-D 37 37 37 15 45"A 17-1- O 37 37 37 90 MPH EXPOSURE B 20 5 T.1-A 22'-7- D 25 26 29 31 13·-0- C 21 23 26 27 LIVE 5.5 6-5"A 21'-4 D 25 26 28 30 12'-1- C 21 23 25 27 6 5011*A 20-3- D 26 26 28 30 11'4» C 21 22 25 27 6.5 5-5-A 19-3- D 26 26 28 30 10'-3- C 21 22 24 26 7 5'-1·A 18'-4-D 26 26 28 29 9-6-C 21 21 24 26 7.5 4'-7 A 1 7-7- O 26 26 27 29 8'-11- C 21 21 24 25 8 4'-5-A 16&11- O 27 27 27 29 8'-4" C 21 21 24 25 8.5 4'-2"A 16'-3- 0 27 27 27 29 T-10- C 21 21 23 25 9 3'-11-A 15'-8- O 27 27 27 28 r-5- C 21 21 23 25 9.5 3-7 A 15'-1 O 27 27 27 28 7-1- C 21 21 23 24 10 3'-6-A 14'-7- O 27 27 27 28 6-8- C 21 21 23 24 10.5 3'-4"A 14'-2-0 27 27 27 28 6-5- C 21 21 22 24 11 3'-2"A 13-9- O 28 28 28 28 6-1- C 21 21 22 24 11.5 3'-1"A 13'4- O 28 28 28 28 5'40· C 21 21 23 24 12 2'-11'A 12'-11" O 28 28 28 28 5'-r C 21 21 23 24 13 2%8"A 12'-3- D 28 28 28 28 5-2· C 21 21 23 25 14 2'-6"A 11'-8- D 28 28 28 28 4010= C 21 21 23 25 15 2%4"A 11'-1- D 28 28 28 28 4'·6" C 21 21 24 25 ICC ESR 1398 (2009 IBC) 10/11/2011 Double 12 Ga 3°x8' Steel C (Detail 18) Attached Single Freestanding or Span Structure Multispan Units MAX MAX POST LENGTH ' GROUND POST MIN FOOTER 8' |12' | 15'SNOW SPACING POST SIZE CONSTRAINED FOOTER LOAD (FT)TYPE 'd Y | Y Y (PSF) tin) (In) I On) (In) 30%0' D 27 27 29 31 29.9-D 28 28 29 31 28'-11" E 29 29 29 31 28·-2- E 29 29 29 31 27-6" E 30 30 30 31 26'-10' E 30 30 30 31 26'-3" E 31 31 31 31 40 259 E 31 31 31 31 25'-3" E 32 32 32 32 24 10- E 32 32 32 32 24'-5" E 32 32 24'-0- E 33 33 23'-r E 33 33 23'-3- E 33 33 22'-11- E 34 34 22'-2- E 34 34 21'-5- E 35 35 209 E 35 35 A C 27 28 31 20·-3·C 24 25 28 C 27 27 30 A 29'.9•D 28 28 31 19'-0"C 24 25 28 D 28 A 28'-11"D 29 29 30 17tll"C 25 25 27 D 29 A 28'.2-0 29 29 30 17-0»C 25 25 27 D 30 A 2T-1-D 30 30 30 16'-2-C 25 25 27 D 31 A 26'-0-D 30 30 30 15 5-C 25 25 27 30-0•D 31 A 25'-1"D 30 30 30 14'-9"C 25 25 26 30·0•D 32 A 24'+2"D 31 31 31 14'-1.C 26 26 26 30-0•D 33 A 23'-5-D 31 31 31 13'-7"C 26 26 26 30.0»D 33 A 22'-8"D 31 31 31 13'-1 C 26 26 26 D 34 A 22'-0-D 31 31 31 12'-7-C 26 26 26 30'-0"D 35 A 21'-4"D 31 31 31 12'4 C 26 26 26 29'-10"D 35 D 32 32 32 11'-7-C 26 26 26 D 36 20'-2 D 32 32 32 11'-1-C 26 26 26 29-1 E 36 19-8 D 32 32 32 10'-7-C 26 26 26 28'-9-E 36 18'-8 D 32 32 32 9'-10-C 26 26 26 28'-1 E 37 30 lr-10-D 33 33 33 90-1-C 26 26 26 2T-6-E 38 17'-1-33 33 33 28 1 8'-6"C 26 26 26 26'-10-E 38 29 30 3 2 El %3 8 M A P! R %1 X R :8 * RR :% * 01 C 31 31 19-0 C 27 27 30 30-0-D 32 32 1T-11 C 28 28 30 D 33 33 1 7-0-C 28 28 30 30-0 D 34 34 16'-2 C 28 28 29 D 35 35 15'-5-C 28 28 29 30'-0-D 35 35 14'-9-C 29 29 29 30-0.D 36 36 14'-1-C 29 29 29 D 37 37 13'-r C 29 29 29 30'-0-D 38 38 13 1-C 29 29 29 D 38 38 137 C 29 29 29 29-6-D 39 39 12'-1-C 29 29 29 29-0-D 39 39 40 11'.7-C 29 29 29 28-7-D 40 40 11'.1-C 29 29 29 28'-2-D 40 40 10.7-C 29 29 29 27-9-E 40 40 9·-10'C 29 29 29 27-0-E 41 41 9·.1"C 29 29 29 E 42 42 8·-6 C 29 29 29 25'-9-E 42 42 12 Ga 3 x8 Steel C Eeam (Detail L18) TABLE 2.5 Attached Single Freestanding or . Span Suucture Multispan Units TRIB MAX POST MAX MAX POST LENGTH WIDTH POST REQ'C POST MIN FOOTER 8' |12' | 15' (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER ON SLAB SLAB (FD TYPE -d .B | '(r .€ (FT) (In) (In) I {in) (in) 90 MPH EXPOSURE B 5 4'-10-A 199 0 24 25 28 30 5.5 4'-4"A 18-7 D 24 25 28 29 6 4'4 A 17'-7"D 24 24 27 29 6.5 34"A 16-9" O 25 25 27 29 7 3'-5"A 15'-11 D 25 25 27 29 7.5 3'-2"A 15-3- 0 25 25 27 28 8 3'4 A 14'-7" E 25 25 26 28 8.5 2+-10"A 1491" E 25 25 26 28 9 7-8-A 13%60 E 26 26 26 28 9.5 2'-6"A GO" E 26 26 26 27 10 2-5 A 12'7 E 26 26 26 27 10.5 27 A 12'-2" E 26 26 26 27 11 2-2"A 11'-10- E 26 26 26 27 11.5 2'-1"A 11'-5" E 26 26 26 27 90 MPH EXPOSURE C 5 4'-10-A 19'-9· O 27 27 31 32 5.5 4'4 A 18'-7-D 27 27 30 32 6 4'-0"A 1 7-7-D 27 27 30 32 6.5 3'-8-A 16-9- D 28 28 29 31 7 3'-5"A 15'-11'D 28 28 29 31 7.5 3'-2"A 157 0 28 28 29 31 8 30 A 14'-r'E 28 28 29 31 8.5 2910"A 14'-1" E 29 29 29 30 9 2'·8"A 13'-6" E 29 29 29 30 9.5 2·-6-A 13'-0" E 29 29 29 30 10 2'-5"A 127 E 29 29 29 30 10.5 7-3-A 12-2- E 29 29 29 29 11 2'-2-A 11'-10- E 29 29 29 29 11.5 2'-1-All'-5- E 30 30 30 30 90 MPH EXPOSURE C 5 3'-7-A 16'-7 0 25 26 29 31 5.5 3'-3-A 15'-7-D 26 26 29 31 6 3'-0-A 14'-9-E 26 26 29 31 6.5 2'.9-A 13'-11 E 26 26 28 30 7 7-7-A 13'-3- E 26 '26 28 30 7.5 7-5-A 127 E 27 27 28 30 8 2'-3"A 127 E 27 27 28 29 8.5 7-1-A 11'-8-E 27 27 27 29 9 2'4 A 11'-2" E 27 27 27 29 9.5 1'-11-A 10-9- E 27 27 27 29 10 1'-9"A 10'-5-E 27 27 27 29 10.5 1'-8.A 10'-0-E 27 27 27 28 11 11-T A 9'-9"E 28 28 28 28 90 MPH EXPOSURE B 5 3'-T 5.5 3'-3" 6 3'4 6.5 7-9- 16 Ga 3™8" Steel C Beam (Detail L18) Attached Single Freestanding or Span Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |12' | 15' SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE d r | Y | Y (in) (in) I (in) I (In) 10'-8" C 19 22 25 26 9-5 C 20 22 24 26 8'-11" C 20 21 24 26 8-3 C 20 21 23 25 T.8 C 20 21 23 25 T-2" C 20 20 23 25 6'-9" C 20 20 23 24 6'-4"C 20 20 22 24 6'-0"C 20 20 22 24 5-8 C 20 20 22 24 5'-5"C 20 20 22 24 5-1 C 20 20 22 24 4'-11" C 20 20 22 24 4'-8.C 20 20 23 24 10-8' C 22 24 27 29 9-9" C 22 23 26 28 8'-11" C 22 23 26 28 8-3.C 22 23 26 27 7%8" C 22 22 25 27 T-T C 22 22 25 27 6'-9"C 22 22 25 26 6-4-C 22 22 24 26 6'-0-C 22 22 24 26 5'-8- C 22 22 24 26 5'-5-C 22 22 24 26 5'-1- C 22 22 24 26 4'-11-C 22 22 24 26 4'-8- C 22 22 25 26 8'-1- C 20 23 26 27 T-5-C 20 22 25 27 6-9- C 20 22 25 27 6·-3" C 20 22 24 26 5'-10" C 20 21 24 26 5-5- C 20 21 24 26 5'-1" C 20 21 24 25 4'-10' C 20 21 23 25 4'-6- C 20 21 24 25 493" C 20 21 24 · 26 4'-1" C 20 21 24 26 3'-11" C 20 21 24 26 3'-8" C 20 22 24 26 Double 12 Ga 3-x8- S eel C (Detail L8) Attached Single Freestanding or Span Structure Multispan Units MAX MAD< POST LENGTH POST MIN FOOTER 8' |17 | 15 SPACING POST SIZE CONSTRAINED FOOTER (Fr)TYPE ··-d' | -d- -dr (in) (In) 1 (in) (in) 26-9· E 26 26 29 31 25'-11 E 27 27 29 30 25'-2' E 28 28 28 30 24'-6" E 28 28 28 30 23%11 E 29 29 29 30 23'-5" E 29 29 29 30 22'-11" E 29 29 29 30 22'-5"E 30303030 22'-0" E 30 30 30 30 21'-r E 313131 21'-3"E 313131 20-11· E 31 31 31 20-7" E '32 32 32 20'-3 H '32 32 32 26'-9- E 30 31 33 25'-11- E 30 31 33 25·-2- E 31 31 33 24'-6- E '32 32 33 23'-11" E 32 32 32 23'-5- E 1 33 33 33 22'-11' E 1 33 33 33 22'-5" E 33 33 33 22%0" E 34 34 34 21-7" E 34 34 34 21'-3" E ,35 35 35 20-11- E 35 35 35 20'-T' E ,35 35 35 207 H 36 36 36 24'-4- E 29 31 33 23'-r' E 1 29 30 32 22·-11· E 30 30 32 22'-3"E 313132 21'-9" E 31 31 32 21'-r E 32 32 32 20'-9" E 32 32 32 20'-4· E 32 32 32 20'-0- H 33 33 33 19'-8- H 33 33 33 19·-4- H 1 34 34 34 19·-0- HI 34 34 34 18'-8' I 1 34 34 34 31 31 31 32 39 3C 31 32 31 32 32 32 34 34 3E 3E 3E 26 2. 31 31 39 3e 3: 32 34 34 NA16'-7"D 23 24 27 29 8·-1"C 18 21 23 25 A 15'-7-D 23 24 27 28 T-5 C 18 20 23 25 A 14'-9"E 23 24 26 28 6'-9"C 18 20 23 24 A 13'41-E 23 23 26 28 6'-3-C 18 20 22 24 32 7 7-7-A 13'-3 E 23 23 26 27 5'-10"C 18 19 22 24 33 7.5 2-5 A 12'-8 E 24 24 26 27 5'-5-C 18 19 22 33 8 2-3:00••Y< E 24 24 2,=E C 18 19 22 23 | | 33 8.5 34 35 35 /O/ #41 &8#0:09, E ,dmN-9,£ 25 pl.r,ft\../1 1 1 1 ./1 11 Pagef 60 NOV 5 2012 O O * 12 8 u 8 16 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREAS 12 Ga 3"x8" Steel C Beam (Detail L18)16 Ga 3"*8" Steel C Beam (Detail L18) TABLE 2.5 Attached Single Freestanding or Attached Single Freestanding or Span Suucture Multispan Units Span Structure Multispan Units GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH Double 12 Ga 3™80 Steel C (Detail L.8) Attached Single Freestanding or Span Structure Multispan Units MAX MAX POST LENGTH GROUND 12 Ga 3"x8" Steel C Eeam (Detail L18) TABLE 2.5 Attached Single Freestanding or Span St,ucture Mullispan Units TRIB MAX POST MAX MAX POST LENGTH 16 Ga 3 x8" Steel C Beam (Detail L18) Attached Single Freestanding or Span Structure Multispan Units MAX MAJ< POST LENGTH Double 12 Ga 3718" S eel C (Detail L8) Attached Single Freestanding or Span Structure Multispan Units MAX MAX POST LENGTH SNOW WIDTH POST REQ'D POST MIN FOOTER 8' |12' | 15'POST MIN FOOTER 8' |12' | 15'POST MIN FOOTER 8' |17 | 15'SNOW WIDTH POST REQ'C POST MIN FOOTER 8' |12' | 15'POST MIN FOOTER 8' |12' | 15'POST MIN FOOTER 1 1 12 | 15 LOAD (FT)SPACING FOR SPACING POST SIZEE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER LOAD (Fr)SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)ON SLAB SLAB (FT)TYPE d (FD TYPE -d -d- -d | d (FT)TYPE -d .€9 | 7 (PSF)ON SLAB SLAB (FD TYPE 'd·(FT)TYPE -d-(FD TYPE Y Id» | .cr .€ (FT)(In) (in) 1 (In) 1 (in)(In) (In)(In) I On)On) (In)(n) I (in)(FT)On) On)On) I (In)(In) (In)(in) 1 (in)(In) en) I «n) I On) 90 MPH EXPOSURE C 90 MPH EXPOSURE B 20 5 7-1-A 27-7- O 28 28 31 33 13'-0- C 23 25 28 30 300-0- D 31 31 32 34 60 5 245 A 12'-9- E 21 23 26 27 5'€ C 16 19 22 24 21'-3· E LIVE 5.5 60.5 A 21'-4- D 28 28 31 33 12-1-C 24 25 28 29 290-9- 0 32 32 32 34 55 2'-2"A 11'-11- E 21 22 25 27 5-0- C 16 19 22 23 207 E 6 5'-11"A 20-3- D 29 29 31 33 11'-1-C 24 24 27 29 28%11" E 32 32 32 34 6 2'«A 11'-3" E 21 22 25 27 4'-7- (16 19 21 23 20·-0" H 6.5 5-5"A 19-3- 0 29 29 30 32 10 3- C 24 24 27 29 28&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 19'€ H 7 5'-1 'A 184- 0 29 29 35 32 9·-6- C 24 24 26 28 2716' E 34 34 34 34 7 1'-9-A 1041- E 21 22 24 26 3'-11" C 16 18 21 23 19'4 H 7.5 4%A 17-7- 0 30 30 30 32 8-11- C 24 24 26 28 26'-10' E 34 34 34 34 7.5 17 A 9-7- E 22 22 24 26 3-8- C 16 18 21 23 187 I 8 4'-5"A 16.11- O 30 30 30 31 5-4- (24 24 26 27 25-3' E 35 35 35 35 8 1'-6"A 9-2- E 22 22 24 26 3-5 C 16 19 21 23 18'-2" I 8.5 402"A 16'-3- D 30 30 30 31 7'-10- C 24 24 25 27 29-9- E 35 35 35 35 8.5 1'-5 A E-9- E 22 22 24 25 3'-3 C 16 19 21 23 lr-r I 9 3'-11"A 15'-8' D 30 30 30 31 7-5 C 24 24 25 27 2523- E 35 35 35 35 9 1%4"A 8-5- E 22 22 24 25 3-1 C 16 19 22 23 17-1" I 9.5 309"A 15'-1 » D 30 30 30 31 7-1- C 24 24 25 27 24'-10- E 36 36 36 36 9.5 17 A 7%11"E 22 22 23 25 2'41 C 16 19 22 24 167 I 10 3·-6-A 147 031313131 6-8- C 24 24 25 26 2405' E 36 36 36 36 10 17 A 7-7 E 22 22 23 25 7-9" C 16 19 22 24 16'-1" I 10.5 34-A 14'-2- 0 31 31 31 31 6-5- C 24 24 24 26 24'-0- E 37 37 37 37 10.5 17 A 7-2- E 22 22 23 25 27 C 16 20 22 24 15'4 I 11 3-2-A 139 0 31 31 31 31 04- C 24 24 24 26 23'-7- E 37 37 37 37 90 MPH EXPOSURE C 11.5 3·-1-A 13'4" O 31 31 31 31 5%10'C 24 24 25 26 237 E 37 37 37 37 60 5 205"A 12%9' E 23 25 28 30 5-6- C 18 21 24 26 21'-3- E 12 2·-11"A 17-11- D 31 31 31 31 5·-7- C 24 24 25 27 22011" E 38 38 38 38 5.5 202"A 11'-11-E 23 25 27 29 54• C 18 21 23 25 207 E 13 2'-8-A 17-3- D 32 32 32 32 5-2-C 24 24 25 27 27-2- E 38 38 38 38 6 7-0-A 1103" E 24 24 27 29 4'-7-C 18 20 23 25 20'-0- H 90 MPH EXPOSURE B 6.5 1'.10 A 10'-8- E 24 24 27 29 47 C 18 20 23 25 19'-6 H 25 5 A 27-0- O 25 26 29 30 12-7- C 21 23 25 27 2845 E 27 27 29 31 7 1'.7 A 10-1- E 24 24 27 28 3'-11- C 18 20 23 25 19-0- H 5.5 9-27 A 20-9- D 25 25 28 30 11'-7-C 21 22 25 27 2T-r E 28 28 29 31 7.5 1'-7-A 97 E 24 24 26 28 3-8" C 18 20 23 25 187 I 6 4'-9-A 19-8- D 25 25 28 30 10-7- C 21 22 25 26 26-9' E 28 28 29 31 8 1'-6-A 9.2- E 24 24 26 28 3-5- C 18 20 23 25 18-2- I 6.5 4'-5"A 18'-8- D 26 26 28 29 9-10- C 21 22 24 26 26-1- E 29 29 29 30 8.5 1'-5"A E-9- E 25 25 26 28 37 C 18 21 23 25 lr-r I 7 4'-1 A 17'-10- D 26 26 27 29 9'-1-C 21 21 24 26 25-5 E 29 29 29 30 9 104"A 8'-5- E 25 25 26 27 3-1-C 18 21 24 25 17-1" I 75 3'-10-A 17-1" O 26 26 27 29 8%6" C 21 21 24 25 24'-10" E 30 30 30 30 8 37 A 16%5"0 26 26 27 29 5-0' 0 21 21 23 25 24'-4- E 30 30 30 30 OVER-TABLE 2.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 8.5 3'-4"A 15-9* D 26 26 27 28 7-6" C 21 21 23 25 23'-10" E 30 30 30 30 HANG PROJECTION OF SINGLE SPAN STUCTURES (FT) 9 3'-2-A 15-2' D 27 27 27 28 7-1" C 21 21 23 25 23'-5- E 31 31 31 31 (FT) 8 9 10;11'12' 13' 14'15' 16' 17 18' 19' 20· 21'22' 9.5 3'-0"A 14'4- E 27 27 27 28 5-9" C 21 21 23 24 23'-0- E 31 31 31 31 9 4' 4.5'9 5.5' 5 6.5'T 7.5 0 8.5'9 9.5 10·10.5'11' / 10 2'-10-A 147 E 27 27 27 28 645" C 21 21 22 24 227 E 31 31 31 31 1' 4.5 5' 5.5' 6'6.5' T 7.9 8 8.5'9 9.9 19 10.5 11'11.5' 10.5 2'-8"A 13-9- E 27 27 27 28 6-1 C 21 21 22 24 22-3- E 32 32 32 32 2 5 5.5'6 6.5· T 7.5'8' 8.5'9 9.5 10 10.5 11'11.5'12' 11 27 A 13'-3- E 27 27 27 27 9-10- C 21 21 22 24 21-10- E 32 32 32 32 3 5.5 6' 6.5'T 7.9 E 8.5' g 9.5'10 10.5'11'11.5'12'12.5'0 / 11.5 2'-6-A 12'41-E 27 27 27 27 5'-r C 21 21 23 24 21'-7- E 32 32 32 32 4'6' 6.5'7 7.5 8 8.5'9 9.5' 10 10.9 11' 11.5 17 12.5'13+ 90 MPH EXPOSURE C 5 6.5'T 7.5 8 8.5' 9'9.5 10' 10.5'11'11.5' 12' 12.5'13'13.5' 25 5 5-9-A 27-0- D 28 28 31 33 12'-r C 23 25 28 30 28-5- E 30 30 32 34 5.5 5-2-A 20-9- D 28 28 31 33 11'-7- C 23 24 27 29 27-7- E 31 31 31 33 TABLE 2.3 Post Requirements for TABLE 2.4 Post Requirements for r 6 4'-9-A 19'-8 D 29 29 30 32 10 7- C 23 24 27 29 26·-9- E 32 32 32 33 Attached Single Span Structures Freestanding Structures or Multispan Attached Structures , 6.5 4'-5"A 18%8' D 29 29 30 32 9-10" C 23 24 26 28 26'-1- E 32 32 32 33 Post Description Max POST Post Description Maximum Max POST ( 7 4/1"A 11-10" D 29 29 30 32 9:1- C 23 23 26 28 25'-5- E 33 33 33 33 Hgt Detail Footing Height Code Del,11 7.5 3'-10 A 17'-1 - 0 29 29 30 32 8'-6- C 23 23 26 28 24'-10- E 33 33 33 33 0.042"x3"x8- Aluminum Post 11 8 3'-r A 16-5- 0 30 30 30 31 8'40 C 23 23 25 27 24'-4- E 34 34 34 34 0.024"Post with Sideplates 12 8.5 3'4 A 15'-9- 0 30 30 30 31 T€C 23 23 25 27 23'-10" E 3434 34 34 Clover 0.030"xrx3" Alum 11 9 3'-2 A 15'-2- 0 30 30 30 31 711 C 23 23 25 27 23'-5· E 35 35 35 35 Clover 0.040"x3»x)"Alum 12 9.5 3'-0-A 14'-8- E 30 30 30 31 6·-9- C 23 23 25 26 23'4 E 35 35 35 35 Colonial 0.062" Extruded 12 10 2'-10-A 14-2- 2 30 30 30 30 6-5 C 23 23 24 26 227 E 35 35 35 35 0.041"x3"xy Steel Clover 12 10.5 2'-8.A 13-9- E 30 30 30 30 6'.1-C 23 23 24 26 22'-3" E 36 36 36 36 0.041 93"xy Steel Clover 8' 11 2'-7-A 13'-3- E 31 31 31 31 5%10' C 23 23 24 26 21'-10- E 36 36 36 36 3/16°x3"xy Steel Square 15 11.5 2'-6-A 12'-11-E 31 31 31 31 5'-r C 23 23 25 26 21'-7· E 37 37 37 37 1/4""x3"G Steel Square 12 204"A 12%6· E 31 31 31 31 504· C 23 23 25 27 21'-3- E 37 37 37 37 3/16"x4"x40 Steel Square 24 24 27 25 25 27 26 26 27 26 26 27 26 26 27 27 27 27 27 27 27 27 27 27 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 30 32 28 30 31 29 29 31 29 29 31 30 30 31 30 30 31 31 31 31 31 31 31 31 31 31 4a161 1 B Ll 0.041"x3"x3" Steel Clover d= 20" 9'B L.11--' B L24 0.041-xyxy Steel Clover d= 21" 8'B L11 B L11 3/16"x3",(3" Steel Square d= 28"12'C L21 B L11 3/16"x3-x3' Steel Square d= 28" 8'D I.21 C AE 1/4-x3"xy Steel Square d= 28"12'D L21 D L11 3/16<4-x4 Steel Square d= 28"12'E L.21 E L11 1/rx4"xl" Steel Square d= 37"12'D L.21 H L21 1/2"x4"x4" Steel Square d= 31"15 D 121 , GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20 PSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 2.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.5 ICC ESR 1398 (2009 IBC) 10/11/2011 . 15'L21 15'L21 /»ESSION f8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 2.5 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products / <23' FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 5208 Tennyson Parkway , 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Plano, Texas 75024 10. USE THE APPROPRIATE DETAILS (Ll-L29). DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES Ll AND I-2 ON SHEET M5 Carl Putnam, P. E. FOR PAT1O SLABS FOLLOW 1 -6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.5 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cariputnam@comcast.net SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES !1-/1 1 2.1/ 7 1 6£1/NOV 5 2012OCT 20 20N1 A \0 J) Page 10 of 60 -02*6rk;res 9/30110 \1 601'39' G\NEER. 7 Epl 1 0 CI 4b. 16231 ofess/04,F NE 0 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL CO,ERS HIGH WIND AREAE 0.042"x30<8" Box Beam (Detail Ll)Double 0.042"xyx8" (Detail L12) TABLE 3.1 Attached Single Freestanding or Attached Single Freestanding or Span Structure Multispan Units Span Structure Multispan Units GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REQD POST MIN FOOTER 8' |10' | 12'POST MtN FOOTER 8' |10' | 12' LOAD (FT)SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)ON SLAB SLAB (FT)TYPE ·d·V | -d. | -d'(FT)TYPE d 'd' I 'd' 1 V (FT)(In) (in) 1 (in) 1 (In)«n) (in) I On) I (In) 110 MPH EXPOSURI B 10 3 22'-8-A 13'-6- A 20 25 27 29 197 A 23 28 29 31 LIVE 35 19'-5-A 12'-4-A 21 25 27 28 187 A 24 27 29 30 4 1 7-0-A 11'4 A 21 25 26 28 177 A 24 27 28 30 4.5 15'-1"A 10-7- A 22 24 26 27 15-11" 8 25 26 28 30 5 13'-7-A 9-11- A 22 24 25 27 15%0' 8 25 26 28 29 5.5 12'-4.A 94" A 22 24 25 27 1443" 8 25 26 27 29 6 11'-4·A 8-9" A 22 23 25 26 13-7- 8 26 26 27 29 6.5 10'-5 A 8'4" A 23 23 25 26 13'4· 8 26 26 27 28 7 9-8 A T-11- A 23 23 24 26 12·-5- B 26 26 27 28 7.5 9'.1"A r-r A 23 23 24 26 11'-11· B 27 27 27 28 8 8'-6 A 7-3" A 23 23 24 25 114" C 27 27 27 28 8.5 8'-0- A 6-11- A 23 23 24 25 11'-1- C 27 27 27 27 9 7'-6 A 618" A 23 23 24 25 10-8- C 27 27 27 27 9.5 T-7 A 5-5- A 23 23 23 25 10·-1- C 27 27 27 27 10 6'-9"A 67 A 24 24 24 25 10'-0- C 28 28 28 28 11 6-2 A 5'-9" A 24 24 24 25 5-5-C 28 28 28 28 12 5-8" A 5'-5" A 24 24 24 25 8'-11- C 28 28 28 28 13 57 A 5'-1" A 24 24 24 26 8%6" C 29 29 29 29 100 MPH EXPOSURE C 10 3 228"A 12·-7- A 21 26 28 29 18'-5' A 24 28 30 32 LIVE 3.5 19'-5-A 11'-6- A 21 26 27 29 16'-11" A 24 28 30 31 4 1 74 A 10-7" A 22 25 27 28 15'-9- A 25 27 29 31 4.5 15'-1-A 9-10" A 22 25 26 28 14-9- A 25 27 29 30 5 13·-7-A 5-2- A 22 24 26 27 13'-11" 8 26 27 28 30 5.5 12'-4-A 8-8- A 23 24 26 27 13'-3- 8 26 26 28 29 6 11'-4-A 8-2- A 23 24 25 27 12-7- 8 26 26 28 29 6.5 10'-5-A 7-9 A 23 24 25 27 174· 8 27 27 27 29 7 9-8-A 74" A 23 23 25 26 11'-6- B 27 27 27 29 7.5 9'-1-A 7-0- A 23 23 25 26 11'-0- B 27 27 27 28 8 8'-6 A E-8" A 24 24 24 26 10·-7- B 27 27 27 28 8.5 8'-0" A 6%5- A 24 24 24 26 10-2- B 28 28 28 28 9 74 A 67 A 24 24 24 26 9-10- B 28 28 28 28 9.5 T-2= A 5'-11- A 24 24 24 25 94- 8 28 28 28 28 10 6'-9"A 9-8- A 24 24 24 25 9'-2"C 28 28 28 28 11 6-2-A 5-3- A 24 24 24 26 8'-8- C 29 29 29 29 12 5'-8-A 4'-11' A 24 24 25 26 87 C 29 29 29 29 13 5'-2-A 4-T A 25 25 25 27 7'-9- C 29 29 29 29 105 MPH EXPOSURI C 10 3 22'-8 A 11'-11· A 21 26 28 30 1 7-6- A 24 29 30 32 LIVE 3.5 19'-5 A 10'-10- A 22 26 28 29 16 2- A 25 28 30 31 4 1 7-0»A 10'-0- A 22 25 27 29 15-0- A 25 28 29 31 4.5 15'-1-A 9-3- A 22 25 27 28 14'-1- A 26 27 29 31 5 13'-7 A 8'-8" A 23 25 26 28 13'-3- A 26 27 29 30 5.5 124 A 87 A 23 24 26 28 12'-6- B 27 27 28 30 6 11'-4-A 7'-8" A 23 24 26 27 11'-11" B 27 27 28 30 6.5 10 5-A 7-3" A 23 24 25 27 11'·4- 8 27 27 28 29 7 9-8-A 6'-11- A 24 24 25 27 10-10" 8 27 27 28 29 7.5 9-1-A 67 A 24 24 25 26 100-5- 8 28 28 28 29 8 8'.6-A 6'-3" A 24 24 25 26 109 8 28 28 28 29 8.5 Ea·A 64" A 24 24 25 26 9-8" 8 28 28 28 28 9 T€A 5-9- A 24 24 24 26 97 8 28 28 28 28 9.5 T.r A 9-6- A 24 24 24 26 90- 8 28 28 28 28 10 5-9"A 5-3- A 24 24 25 26 2-8 8 29 29 29 29 11 5-2-A 4'-11- A 24 24 25 26 87 B 29 29 29 29 12 5-8-A 47 A 25 25 25 27 7-8" C 29 29 29 29 13 5'-2-A 47 A 25 25 26 27 7-3- C 29 29 29 29 ICC ESR 1398 (2009 IBC) 10/11/2011 Double (.040"x2"x6.625" (Detail L12) Attached Single Freestanding or Span Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |10 | 12' SPACING POST SIZE CONSTRAINED FOOTER (F-r)TYPE d ·d- 1 -dr -dr On) (In) 1 (In) (In) 17'-8- A 22 26 28 29 16'4- A 23 25 27 29 15'-3- A 23 25 27 28 14'-4- A 24 25 26 28 13'-6 A 24 24 26 27 12·-le B 25 25 26 27 12-3 8 25 25 26 27 11'-9 B 25 25 25 27 11'-3 B 25 25 25 27 10'-10- 8 26 26 26 26 10'-5- 8 26 26 26 26 10'-1- B 26 26 26 26 9-9- B 26 26 26 26 9'-5-B 27 27 27 27 9-2- C 27 27 27 27 8%8- C 27 27 27 27 87 C 27 27 27 27 7-10' C 28 28 28 28 16'-6- A 23 26 28 30 15-2 A 24 26 28 29 14'7 A 24 26 27 29 13'-4- A 24 25 27 28 127 A 25 25 27 28 11'-11- A 25 25 26 28 11'-4-B 26 26 26 28 10-10- B 26 26 26 27 10 5- 8 26 26 26 27 10-0- 8 26 26 26 27 8 27 27 27 27 94- 8 27 27 27 27 9%0- 8 27 27 27 27 89 8 27 27 27 27 8-5- 8 27 27 27 27 8-0" B 28 28 28 28 T-r B 28 28 28 28 r-2- C 28 28 28 28 15'-9- A 23 27 29 30 14'-6- A 24 26 28 30 13'-6- A 24 26 28 29 12'-8- A 25 26 27 29 11'-11"A 25 25 27 29 11'-4- A 26 26 27 28 10'-10" A 26 26 26 28 10-4" A 26 26 26 28 90-11" B 27 27 27 28 90€ B 27 27 27 27 9-2-B 27 27 27 27 8·-10- 8 27 27 27 27 8'€ 8 27 27 27 27 87 8 28 28 28 28 6-0" 8 28 28 28 28 T€' 8 28 28 28 28 7-1" B 29 29 29 29 6-9- B 29 29 29 29 0.042'xi"x8" Box Bear i (Detail Ll) TABLE 3.1 Attached Single Freestanding or • Span Structure Multispan Units GROUND TRIB MAX POST MAX MAX POST LENGTH SNOW WIDTH POST REQ'D POST MIN FOOTER 8' |10 | 12 LOAD (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER (PSF)ON SLAB SLAB (m TYPE -d d (FT) (In) (In) 1 On) (in) 110 MPH EXPOSURE B 25 3 9'-r A E-9- A 18 23 25 26 3.5 8'-2"A 7-11- A 18 23 24 26 4 7-2 A 7-3- 8 18 22 24 25 4.5 6'-4" A 6-8- B 18 22 24 25 5 5-9- A 67 8 19 22 23 25 5.5 5-2" A 5'-9" B 19 21 23 24 6 4'-9" A 5'-5- B 19 21 23 24 6.5 4'-5" A 5'-1" B 19 21 22 24 7 4'-1- A 4'-9- B 19 21 22 24 7.5 3-10" A 4'-6+ B 19 21 22 23 8 3'-7-A 4'-3- 8 19 21 22 24 8.5 3'-4.A 4'-0- 8 19 21 22 24 9 3-2 A 3-9- 8 19 21 23 24 9.5 3-0-A 3-7 8 19 21 23 24 110 MPH EXPOSU RE C 25 3 97 A 8%9" A 20 25 27 29 3.5 8'-2"A T.11" A 20 25 27 28 4 7-2" A 7.3- B 21 24 26 28 4.5 6'-4" A 6%8" B 21 24 26 27 5 5-9" A 6'-2" B 21 24 25 27 5.5 5-2-A 5-9-B 21 23 25 26 6 4-9" A 5-5" B 21 23 25 26 6.5 4'-5" A 5'-1" B 21 23 24 26 7 4'-1-A 4-9- B 22 23 24 26 7.5 3-10" A 4'-6- 8 22 22 24 25 8 37 A 4'-3-8 22 23 24 26 8.5 34 A 4'-0- 8 22 23 24 26 9 3'-2" A 3-9- 8 22 23 25 26 9.5 34" A 37 8 22 23 25 26 110 MPHEXPOSUREC 30 3 8'-0"A 7-10" A 19 25 26 28 3.5 6'-10- A 7-0" 8 19 24 26 27 4 6%0-A 6-5- B 20 24 25 27 4.5 5%4"A 5'-10" B 20 23 25 27 5 4'-10" A 5'-5" B 20 23 25 26 5.5 4'4" A 5'-0" B 20 23 24 26 6 4'-0"A 4'-9" 8 20 23 24 26 6.5 3'-8.A 4'-4" B 20 22 24 25 7 3'-5-A 4'-0- 8 20 22 24 25 7.5 3'-2" A 3'-9- 8 20 22 24 25 8 3'-0- A 3'-6- 8 20 23 24 26 8.5 2'-10- A 3'-4" B 20 23 24 26 9 2'-8- A 3'-2" 8 20 23 25 26 110 MPH EXPOSURE B 30 3 8*-O A 3.5 6'-10" A 4 6'-0" A 4.5 9-4" A 5 4'-10" A 5.5 4'-4- _-A=- Double 0.042"x3"x8" (Detail L12) Attached Single Freestanding or Span Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |10' | 12' SPACING POST SIZE CONSTRAINED FOOTEF (Fll TYPE -d -d |d- -d (in) (in) I (In) (In) 14'-5" C 21 26 27 29 13-3" C 21 25 27 28 127 C 22 25 27 28 11'-5" C 22 25 26 28 10·-9" C 22 24 26 27 151" C 23 24 26 27 9·-r C 23 24 25 27 9•-1"C 23 23 25 26 8'-8"C 23 23 25 26 8'-3 C 24 24 25 26 r-11"C 24 24 24 26 7'-7 C 24 24 24 26 7'-4" C 24 24 24 25 7'-1"C 24 24 24 25 14'-5"C 23 28 30 31 13'-3" C 24 28 29 31 12'-3" C 24 27 29 30 11·.5 C 25 27 29 30 10·-9" C 25 26 28 30 10'-1-C 25 26 28 29 9-7- C 26 26 28 29 9'-1-C 26 26 27 29 8'-8- C 26 26 27 28 8'-3-C 26 26 27 28 7'-11-C 27 27 27 28 77 C 27 27 27 28 7-0-C 27 27 27 28 T-1 C 27 27 27 27 13'-1"C 23 28 29 31 12'-0- C 23 27 29 30 11'4 C 24 27 28 30 10'-3- C 24 26 28 29 9.8-C 24 26 28 29 9-1- C 25 25 27 29 8.7·C 25 25 27 28 8'-1" C 25 25 27 28 7-9- C 25 25 26 28 74-C 25 25 26 28 7'4 C 26 26 26 27 6'-9" 0 26 26 26 27 6'€ 0 26 26 26 27 Double 1.040-*2-*6.625- (Detail L.12) Attached Single Freestanding or Span Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER E |10 | 12' SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE '4 d» | d" -d- (In) (in) 1 (in) (In) 13'-0- C 20 24 26 27 11'-11 C 21 24 25 27 11'-1"C 21 23 25 26 10'-5"C 21 23 25 26 91-9"C 22 23 24 26 9'-3"C 22 23 24 26 8'-9"C 22 22 24 25 8'-4"C 23 23 24 25 8'4" C 23 23 24 25 T -8·C 23 23 23 25 T -·r C 23 23 23 25 7'-1"C 23 23 23 24 6'-10-C 23 23 23 24 6-T C 24 24 24 24 13'4 C 23 26 28 30 11'-11 C 23 26 28 29 11-10 C 24 26 27 29 10'-5-C 24 25 27 28 9'-9- C 24 25 27 28 9'-3-C 25 25 26 28 8'-9-C 25 25 26 28 8'4 C 25 25 26 27 8'-0- C 26 26 26 27 70-8" C 26 26 26 27 7-4- C 26 26 26 27 T-1"C 26 26 26 27 6'-10" C 26 26 26 26 6'-7"C 27 27 27 27 11'-10 C 22 26 28 29 10'-10-C 22 25 27 29 10'-1"C 23 25 27 28 9-5-C 23 25 26 28 8'-10" C 24 24 26 28 84" C 24 24 26 27 T-11-C 24 24 26 27 T€C 24 24 25 27 T-r C 25 25 25 27 6'-10" C 25 25 25 26 6-7- C 25 25 25 26 6'4" C 25 25 25 26 6'-1-C 25 25 25 26 7'-10-A 17 23 24 26 13'-1"C 20 25 27 28 B 17 22 24 25 12'4 C 21 25 26 28 6*-5"B 18 22 23 25 11'-1"C 21 24 26 27 5%10*B 18 22 23 24 10'-3-C 21 24 26 5'.5"B 18 21 23 24 C 22 24 25 27 / 5'.0•18 21 22 24 9'-1-C 22 23 25 261 6 B C 22 23 25 23 24 __26 . EM. 6/jo/01W 1 / 0, 0 CAL/FORN\h /0 .. EP67ji Ep 1 1'0 Z A c ® 2011 m PT 0 M VIi 4 0 C1 ige 11 of 60 'f OF CAL\FC*'Dned 40.16231 5 4 ONA U ·S' 40 NOV 5 2012 8/res 9/301'Z.u f. LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAE 0.042"xi·"x8" Box Beam (Detail Ll)Double 0.042"x3"x8" (Detail L-12) TABLE 3.1 Attached Single Freestanding or Attached Single Freestanding or Span Structure Multispan Units Span Structure Multispan Units GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH Double C.040"*2"x6.625" (Detail Ll 2) Attached Single Freestanding or Span Soucture Multispan Units MAX MAX POST LENGTH GROUND 0.042"x:"xr Box Bean (Detail 11) TABLE 3.1 Attached Single Freestanding or Span Structure Multispan Units TRIB MAX POST MAO<MAX POST LENGTH Double 0.042"x3"x8" (Detail L12) Attached Single Freestanding or Span Structure Multispan Units MAX MAX POST LENGTH Double ).040*x2'x6.625" (Detail L12) Attached Single Freestanding or Span Structure Multispan Units MAX MAX POST LENGTH SNOW WIDTH POST REQ·D POST MIN FOOTER 8' |10 | 12'POST MIN FOOTER 8' |10 | 12 POST MIN FOOTER 8'1 W 1 17 SNOW WIDTH POST REQ'D POST MIN FOOTER 8'I 19 1 17 POST MIN FOOTER 8' | 10 | 12 POST MIN FOOTER 8' |W | 12 LOAD (FD SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER LOAD (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTER (PSF)ON SLAB SIAB (FT)TYPE ·<r (FT)TYPE ··d· | V | d (FT)TYPE d' ·dr 4 | cr (PSF)ON SLAB SLAB (FD TYPE Y Cfr)TYPE -d (FT)-TYPE ·d· ·d .{f .6 (FT)(In) (in)(In) I On)On) (in) I (In) I On) (In) On) On) I (in)(FT) (In) (In) 1 (In) 1 On) (In) (In) 1 (In) (In) (In) (in) (In) 1 (in) 110 MPH EXPOSURE C 110 MPHEXPOSUREC 10 3 22'-8 A 11'-4- A 22 27 28 30 16'-9 LIVE 3.5 19.5-A 19-4- A 22 26 28 29 15'-5 4 1 7-0-A 9%6" A 22 26 27 29 14'-4- 4.5 15'-1-A 8-9" A 23 25 27 29 13'-5- 5 13'-7.A 87 A 23 25 27 28 12 7- 5.5 12'-4-A 7-8- A 23 25 26 28 11'-11- 6 11'-4.A 7-3" A 23 24 26 28 11'4 6.5 10-5"A 6-10- A 24 24 26 27 10 9- 7 9%A 6-6" A 24 24 26 27 104 7.5 9-1.A 6-2- A 24 24 25 27 9-10 8 8'4 A 5910' A 24 24 25 27 9-6- 8.5 8.-C'A 5·7 A 24 24 25 26 9'-1- 9 T€A 5-4- A 24 24 25 26 8·-9" 9.5 T-T A 5·-2- A 24 24 25 26 8·-6- 10 6-9- A 4'-11' A 25 25 25 27 87 11 6·-2-A 47 A 25 25 26 27 7·-8- 110 MPH EXPOSURE B 20 3 11'-le A 9-1- A 18 23 25 26 14'-10" LIVE 3.5 10'-2 A 8-2- A 18 23 24 26 13'-7- 4 8'-11"A 7-6- A 18 23 24 25 12'-7- 4.5 T.11 A E-11' A 19 22 24 25 11'-9 5 7-1"A 6'-5- A 19 22 23 25 11'-0- 5.5 6-5- A 5-11" A 19 22 23 24 10-5- 6 5'-11-A 5'+T· A 19 21 23 24 9.10* 6.5 5'-5'A 5'-3- A 19 21 23 24 9-5- 7 5'-1"A 5%0" A 19 21 22 24 80110 7.5 4-7 A 4'-8- A 20 21 22 24 87 8 4'-5"A 4'-5"A 20 21 22 24 8'-2" 8.5 4'-2-A 47 A 20 21 22 24 T-10 9 3'-11-A 3'-11- A 20 21 23 24 7-7- 9.5 3-9-A 3'-9- A 20 21 23 24 T-y 110 MPH EXPOSURI C 20 3 11·-10-A 9'-1- A 20 25 27 29 14%10- LIVE 3.5 10'-2 A 8'-2 A 20 25 27 28 13'-7- 4 8'-11-A r€ A 21 25 26 28 12'-7- 4.5 T-11"A 6'-11- A 21 24 26 27 11·.9" 5 7'-1 A 6-5- A 21 24 25 27 11'-O- 5.5 6'-5"A 5'.11- A 21 23 25 27 10'-5- 6 5·-11'A 5'7 A 22 23 25 26 9-10" 6.5 9-5"A 5-3 A 22 23 25 26 9-5- 7 5-1" A 5%0" A 22 23 24 26 8-11- 7.5 4'-9-A 4'-8- A 22 23 24 26 8'-7- 8 4'-5-A 4'-5"A 22 23 24 26 8-2 8.5 4.-T A 4'-2" A 22 23 24 26 7-10- 9 3%11' A 3'-11 A 22 23 25 26 T-r 9.5 3.-9-A 3'-9" A 22 23 25 26 T-3" 10 3'-6-A 3'4" A 22 23 25 27 7-0" GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 3.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 3.1 ICC ESR 1398 (2009 IBC) 10/11/2011 4 11 7 21 25 27 28 21 25 26 28 22 24 26 27 22 24 26 27 22 24 25 27 23 23 25 27 23 23 25 26 23 23 25 26 23 23 24 26 23 23 24 26 23 23 24 26 24 24 24 26 19 24 26 20 24 25 20 23 25 20 23 20 23 21 22 21 22 21 22 21 22 0OFESS/044Cpcft PU E P. 6 4# 8 >hAl 1 426 OF CAL\d&, 1 1 1 1 1 1 N N N 01 N N N I N A 25 29 31 32 194 A 24 27 29 31 40 3 6'-1"A 6'-5" 8 18 24 25 27 11'-1 C 21 27 28 30 10'-1 C A 25 29 30 32 13'-10" A 24 27 29 30 3.5 5'-2" A 5-9- 8 18 23 25 26 10-1- C 22 26 28 29 9-3- C A 26 28 30 31 12'-11"A 25 26 28 30 4 4'-6" A 57 8 18 23 25 26 9'4 C 22 26 27 29 84" C A 26 28 29 31 12'-1- A 25 26 28 29 4.5 4'-O- A 47 8 19 23 24 26 8·7 C 23 25 27 28 7-11· C A 27 27 29 31 11'-5" A 26 26 27 29 5 3-7- A 4%3" B 19 22 24 25 8'4 C 23 25 27 28 7-5" C A 27 27 29 30 10'-10- A 26 26 27 29 5.5 37 A 3-11-8 19 22 23 25 T€ C 23 25 26 28 7'-0- C A 27 27 28 30 10-3- A 26 26 27 28 6 3-0" A 37 8 19 21 23 25 7'-1"C 23 24 26 27 67 C 8 28 28 28 30 9-10- A 27 27 27 28 6.5 2-9- A 3'-3- B 19 22 23 25 6%8" 0 23 24 26 27 6-3 C B 28 28 28 29 9-5" A 27 27 27 28 7 2·-7 A 3%1" B 19 22 24 25 6'4" 0 24 24 25 27 5-11- C B 28 28 28 29 9-0- A 27 27 27 28 7.5 2'-5"A 2010» B 19 22 24 25 6-0- 0 24 24 25 27 5'-8- C B 28 28 28 29 87 8 27 27 27 28 8 2-3- A 2'-8.8 19 23 24 26 5'-9- 0 24 24 25 26 5-5" 0 B 28 28 28 29 8'-4- B 28 28 28 28 8.5 241·A 2'-6-8 19 23 24 26 5'-6 0 24 24 25 26 5-2 0 B 29 29 29 29 8'-1 -B 28 28 28 28 110 MPH EXPOSU E C B 29 29 29 29 1-10- B 28 28 28 28 60 3 4'-1"A 419" B 16 23 24 26 8%8" C 20 25 27 28 8'-7 C B 29 29 29 29 T--r B 28 28 28 28 3.5 3'-6- A 4'-1- B 16 22 24 25 7'-10- C 20 25 26 28 7-3- C B 29 29 29 29 7-1- B 29 29 29 29 4 3'-0" A 37 8 16 22 23 25 T-2-C 20 24 26 27 67 C 4.5 21 A 37 8 16 21 23 24 6-7-0 21 24 26 27 67 C B 21 26 28 29 13'4- B 20 24 26 27 5 2-5 A 2'-11"8 16 21 22 24 6-1 0 21 24 25 27 5-9- C B 22 26 27 29 12-3- 8 21 24 26 27 5.5 2-TA 27 8 16 21 23 24 5-8-O 21 23 25 26 54" 0 C 22 25 27 28 11'-5-8 21 24 25 27 6 2·4 A 2'-5" B 16 21 23 25 57 0 21 23 25 26 5-0- D C 22 25 26 28 10-8- B 22 23 25 26 6.5 1-11 A 2-2- B 16 22 23 25 4-11- 0 21 23 24 26 4-9- D C 23 24 26 27 10'-0- C 22 23 25 26 7 1-9 A 201" 8 16 22 24 25 4'-8- 0 21 22 24 26 4'-6- D C 23 24 26 27 9-6- C 22 23 24 26 C 23 24 25 27 9-0- C 23 23 24 25 OVER-TABLE 3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES C 23 24 25 27 87 C 23 23 24 25 HANG PROJECTION OF SINGLE SPAN STUCTURES (FT) C 24 24 25 26 E-3" C 23 23 24 25 (FT) 8 9 10 11' 12' 13'14' 15 16' 9 18' 19' 20 21'22 .. C 24 24 25 26 1-10- C 23 23 23 25 0 4' 4.5 5 5.5'6 6.9 T 7.5' 8'8.5'9.5 10 10.5 11' C 24 24 25 26 7-r C 23 23 23 25 1 4.5 5 5.5 6'6.ST 7.9 5 8.5'99.5 10'10.5'11'11.5' C 24 24 24 26 7-3 C 24 24 24 25 2 5' 5.5 6 6.5 T 7.5 8 8.9 9 9.5' 10' 10.5 11'11.5'12'i C 24 24 24 26 7-0" C 24 24 24 24 y 5.5 6 6.5' T 7.5' 8'8.5 9 9.9 10 10.5 11'11.5' 12' 12.5 &C 24 24 24 25 6'-9 C 24 24 24 24 4'6 6.5 T 7.5 8' 8.5 9 9.5 10· 10.5'11'11.5' 12' 12.5'13' 5' 6.5'T 7.9 8 8.5' 9'9.9 19 105 11' 11.5 17 12.5' 13 13.5 B 24 28 30 32 13'4 8 23 27 28 30 B 24 28 30 31 12'-3- B 23 26 28 29 TABLE 3.3 Post Requirements TABLE 3.4 Post Requirements for C 25 27 29 31 11'-5- B 24 26 27 29 for Attached Single Span Structures Freestanding Structures or Multispan Attached Structures C 25 27 29 30 10-8· B 24 25 27 29 Post Description Max POST Detail Post Description Maximum Max POST C 25 27 28 30 10'-0- C 25 25 27 28 Hut Code Footing Heigh Code Deta C 26 26 28 29 9-6- C 25 25 26 28 0.0423"*8'Aluminum Post 11' B Ll 0.041"x3*x3" Steel Clover d= 20" 9'B Ll C 26 26 28 29 94· C 25 25 26 28 0.024'Post with Sideplates 12'B L24 0.041"x3"x)" Steel Clover d= 21" 8'B Ll C 26 26 27 29 8-7- C 26 26 26 27 Clover 0.030"xyxy Alum 11'B L11 3/16"x323" Steel Square d= 28"12' C L2 C 27 27 27 29 8'-r C 26 26 26 27 Clover 0.040"x3"x3" Alum 12'B L11 3/16"x3-x3" Steel Square d= 28" 8' D L.2 C 27 27 27 28 T-10- C 26 26 26 27 Colonial 0.062" Extruded 12'C AE 1/4-x3"x3" Steel Square d= 28"12' D 12 C 27 27 27 28 7-7 C 26 26 26 27 0.041"x3"xy Steel CIOver 12'D L11 3/16"x4"x4" Steel Square d= 28"12' E U C 27 27 27 28 7'-3- C 26 26 26 27 0.041%<3"d Steel Clover 8'E L11 1/2"x4"x4" Steel Square d= 37"12' D l.2 C 27 27 27 28 7·« C 27 27 27 27 3/16"x3"x3" Steel Square 15'H L21 1/2"x4"x4" Steel Square d= 31"15' D U C 27 27 27 28 6'-9" C 27 27 27 27 1/4-x3"x3" Steel Square 15'I L21 C 28 28 28 28 6'-r C 27 27 27 27 3/16"x4"(4" Steel Square 15'J L21 1/2"x4"x4" Steel Square 15'K L21 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 3.1 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Produc FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 5208 Tennyson Parkway 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Plano, Texas 75024 10. USE THE APPROPRIATE DETAILS (Ll-L29). DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES Ll AND I-2 ON SHEET M5 Carl Putnam, P. E. 1 1 \\-T' FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.1 Lynchburg, VA 24502 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcasl SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES OCT 20 201 Page 12 of 60 - €2%6%21:23-Dires 9/301'lu S A OFESS/ON PC 616 ol 9 U FAn 12/ 11 i Ekk. 6/to, t.nel Mi €OFCAI I 16/A A /2-wel'%2(. 16251 /92 /3,9 i .99LZSESSE- A PT 7 0 Z m 5 2012 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL CO.ERS HIGH WIND AREAE 12 Ga 3"x8" Steel C Be am (Detail L18)16 Ga 3"*8" Steel C Beam (Detail 118) TABLE 3.5 Attached SIngle Freestanding or Attached Singte Freestanding or Span Structure Multispan Units Span Structure Multispan Units GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REQ'D POST MIN FOOTER 8' |12' | 15'POST MtN FOOTER 8' |12' | 15' LOAD (FT)SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)ON SLAB SLAB (FT)TYPE ·d·9 | V. | -d.(FT)TYPE 'd'4 | 9 •d• (FT)(in) (In) 1 (In) I On)(In) «n) I On) I On) 110 MPH EXPOSURI B 10 5 13'-7 A 27'-9· C 31 31 33 LIVE 5.5 12'-4·A 26·-11" C 31 31 33 6 11'4 A 26-2- C 32 32 33 6.5 10'-5-A 25'-5 0 33 33 33 7 9-8"A 24'-10- D 33 33 33 7.5 9'.1"A 247 0 34 34 34 8 8'-6 A 23-9- 0 34 34 34 8.5 8'0 A 23'-3- D 35 35 35 9 7-6-A 22'-10" D 35 35 35 9.5 7'-2"A 22-5- D 36 36 36 10 6'-9"A 27-0- D 36 36 36 10.5 6'-5-A 21'-4- D 36 36 36 11 6/2 A 20'-9- D 36 36 36 11.5 5011-A 207 0 37 37 37 12 A 19'-8 D 37 37 37 13 57 A 18'-8- D 37 37 37 14 4'-10 A 17'-10- O 37 37 37 15 4'-6"A 17'-1- D 38 38 38 100 MPH EXPOSUR{ C 10 5 137 A 28-5- C 33 33 35 LIVE 5.5 12'-4-A 27*-6- C 33 33 35 6 11'-4-A 26'-9- C 34 34 34 6.5 10-5-A 26'-0- D 35 35 35 7 9€A 25'-4- D 35 35 35 7.5 9-1-A 24'-10" D 36 36 36 8 8'-6 A 24'-3' D 36 36 36 8.5 8'-0"A 23-9" O 37 37 37 9 7-6-A 23'-4- O 37 37 37 9.5 T-7 A 29-8' O 37 37 37 10 6'-9"A 22'-0- D 38 38 38 10.5 6'-5"A 21'-4- D 38 38 38 11 6-2 A 20'-9- D 38 38 38 11.5 5'.11 -A 20-2- D 38 38 38 12 5'-8 A 19'-8- 0 39 39 39 13 5'-2"A 18'-8- O 39 39 39 14 4'-10"A 17-10- O 39 39 39 15 446-A 17'-1- D 40 40 40 105 MPH EXPOSURE C 10 5 13'-7"A 25·-7- C 33 33 35 LIVE 5.5 12'4 A 24'-10" C 33 33 35 6 11'-4-A 24·-1' C 34 34 34 6.5 10'-5-A 23'-6- C 35 35 35 7 9-8-A 22'-11- C 35 35 35 7.5 9'-1-A 22'-4- D 36 36 36 8 8'-6-A 21'-11- D 36 36 36 8.5 8'-0"A 21'-5- D 37 37 37 9 7-6-A 21'+1' D 37 37 37 9.5 T-2"A 20%8' D 38 38 38 10 6'-9-A 20-4· D 38 38 38 10.5 E-5.A 20'-0- D 38 38 38 11 6'-2"A 19-8- D 39 39 39 11.5 5'-11-A 19'-5' D 39 39 39 12 5'-8"A 19-1' O 40 40 40 13 5-2 A 18-7 0 40 40 40 14 4'-10 A 17-10" O 41 41 41 15 4'-6 A 1741" O 41 41 41 ICC ESR 1398 (2009 IBC) 10/11/2011 Double 12 Ga 3"x8" Ste 31 C (Detail L8) Attached SIngle Freestanding or Span Structure Multispan Units • MAX MAX POST LENGTH GROUND POST MIN FOOTER 8' |12' | 15'SNOW SPACING POST SIZE CONSTRAINED FOOTER LOAD (FD TYPE ·· .€-d d- (PSF) On) «n) (In) (In) 30'-0-C 32 32 32 25 19'-0-C 28 28 31 30'-0-D 33 33 33 17-11 C 28 28 30 344 D 34 34 1 7-0-C 29 29 30 39-0-D 34 34 16 2-C 29 29 30 30'-0-D 35 35 15'-5-C 29 29 29 30'-0-D 36 36 14*-9.C 29 29 29 29'-11"0 37 14'-1-C 29 29 29 29-4-D 37 13'-7-C 29 29 29 28'-9 D 38 13'-1-C 30 30 30 28'-3-D 38 12'-7-C 30 30 30 27-9 D 39 12'-1 C 30 30 30 2T-4 D 39 11'-7 C 30 30 30 26'-11 D 40 11'-1"C 30 30 30 26'-6 D 40 10'-7-C 30 30 30 25-2"D 40 9-10»C 30 30 30 25'-5 E 41 25 9'-1-C 30 30 30 24'-10-E 42 8'-6 C 30 30 30 24 3-E 42 88&88 81285 5% Vt: 30-0-C 33 33 30 -0-0 34 34 30'-0-0 35 35 30'-0-D 36 36 16'-2-C 30 30 31 30-0-D 37 37 15'-5 C 30 30 30 D 38 38 14'-9 C 31 31 31 30'-0-D 39 39 14'-1"C 31 31 31 30'-0-D 40 40 13·.7-C 31 31 31 29-5-D 40 40 13-1.C 31 31 31 28-11-D 41 41 12'-7*C 31 31 31 28'-5-0 41 41 12·-1 C 31 31 31 2T-11"0 42 42 42 30 11'-7 C 31 31 31 27-5-D 42 42 42 11'-1'C 31 31 31 27-1 42 42 10'-7-C 31 31 31 26'-9 0 43 43 9-10 C 31 31 31 260 E 44 44 1 41 42 3 9-1 C 31 31 31 25·4 E 44 44 8'-6"C 32 32 32 24'-10-E 45 45 5 R.9*0199. 20'-3 C 30 30 33 30'-0»C 34 34 D 35 35 D 36 36 D 37 37 16·-2 C 31 31 32 28'-10"D 38 38 15-5 C 31 31 31 25-2 D 38 38 14'-9"C 32 32 32 Tr --r D 39 39 30 14'+1'C 32 32 32 27-0-D 40 40 13'-7"C 32 32 32 26-6-D 40 40 13'-1"C 32 32 32 26'-1 D 41 41 137'C 32 32 32 25'-7-D 41 41 12'-1 C 32 32 32 25'-2 D 41 41 11'-7"C 33 33 33 24'-10"D 42 42 11'-1-C 33 33 33 24'-5 0 42 42 42 C 33 33 33 24'-1-D 43 43 43 9%10.C 33 33 33 23'-6-D 43 43 43 C 33 33 33 22*-11-D 44 44 44 8'-6"C 33 33 33 22'4 E 45 45 45 12 Ga 3"x8" Steel C Beam (Detail L18) TABLE 3.5 Attached Single Freestanding or Span structure Multispan Units TRIB MAX POST MAX MAX POST LENGTH WIDTH POST REOD POST MIN FOOTER Er |17 | 15' (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER ON SLAB SLAB (FO TYPE ·d ·d- 1 -d- -(r (FT) (In) (In) 1 (In) (in) 110 MPH EXPOSURE B 5 9-7 A 22'-0- O 28 28 32 34 i5 5'-2"A 20-9 D 29 29 31 33 6 4'-9"A 19'-8- 0 29 29 31 33 6.5 4'-5"A 18'-8- D 29 29 31 33 7 4'-1"A 17*-10- O 30 30 30 32 7.5 3'-10" A lr-1" O 30 30 30 32 8 3'7 A 16-5- O 30 30 30 32 8.5 3'-4"A 15'-9- 0 30 30 30 31 9 3'-2"A 157 0 31 31 31 31 9.5 3'-0"A 14'-8" E 31 31 31 31 10 2'-10" A 14'-2"E 31 31 31 31 10.5 2'-8-A 13'-9 E 31 31 31 31 11 2'-r A 137 E 31 31 31 31 11.5 7-6 A 12-11"E 31 31 31 31 110 MPH EXPOSURE C 5 59 A 22'-0" D 32 32 34 37 5.5 5'-2"A 20-9 0 32 32 34 36 6 4·-9 A 19'-8" D 33 33 34 36 6.5 4'-5"A 18'-8- 0 33 33 33 35 7 4'-1-A 1T-10- 0 33 33 33 35 7.5 3'-10" A 17-1" D 34 34 34 35 8 3'-7-A 16'-5" D 34 34 34 34 8.5 3·-4"A 15'-9" 0 34 34 34 34 9 3-2-A 157 0 34 34 34 34 9.5 3'-0-A 147 E 35 35 35 35 10 2'-10" A 14'-2" E 35 35 35 35 10.5 2'-8-A 13-9" E 35 35 35 35 11 2-7-A 1303" E 35 35 35 35 11.5 2,€A 1211 E 35 35 35 35 110 MPH EXPOSUREC 5 4010" A 199 D 31 31 34 36 5.5 4%4"A 18-7- D 31 31 33 35 6 4%0-A 177 0 32 32 33 35 6.5 3'-8.A 16·-9" O 32 32 32 35 7 3'-5-A 15'-11- D 32 32 32 34 7.5 3'-2-A 15-3- D 32 32 32 34 8 3'-0-A 147 E 33 33 33 34 8.5 2'-10- A 14'-1- E 33 33 33 33 9 7-8 A 13'-6"E 33 33 33 33 9.5 2%6"A 1340" E 33 33 33 33 10 2'-5-A 127 E 33 33 33 33 10.5 2-7 A 127 E 34 34 34 34 11 27 A 11'-10- E 34 34 34 34 110 MPH EXPOSURE B 5 4-10- A 199 0 27 28 31 33 28 28 30 32 29 29 30 31 29 29 29 31 90 0/ ./ 6.5 A 16'-9"D 7 3'-5"A 15'-11'D 7.5 3-27 A 15'-3"D 8 8.5 00 U·*I. IN 17 1/1/ la/* 16 Ga 3-x8" Steel C Eeam (Detail L18) Attached Single Freestanding or Span Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' | 12' | 15' SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE ' 'd' (In) 12-7 C 30 11'-r C 30 10'-r C 29 9'-10" C 29 9'-1" C 28 8'4" C 28 84" C 28 Te C 27 7=1" C 27 67 C 27 6-5- C 27 6-1- C 27 5'-10· C 27 5'-7" C 27 12'-7- C 33 11'-7- C 32 10'-7" C 32 9'-10 C 31 9-1- C 31 5€ C 30 C 30 7'-6" C 30 Ta" C 29 6-9" C 29 6%5" C 29 6-1" C 29 5-10" C 29 9-7- C 29 10'-8" C 32 9-9- C 31 8-11" C 31 8'-r C 30 7'-8" C 30 7-2- C 30 6-5 C 29 64- C 29 6'-0" C 29 5%8" C 28 5'-5- C 29 5-1- C 29 4'-11" C 29 10-8" C 29 8'-r C 22 7%8- C 22 77 C 22 6-9" C 22 •d•·d··dr On)(in) 24 25 28 24 25 28 24 24 27 24 24 27 24 24 26 24 24 26 24 24 26 24 24 25 24 24 25 24 24 25 24 24 25 24 24 25 24 24 25 24 24 25 27 27 31 27 27 27 27 27 27 27 27 27 27 28 27 27 28 27 27 28 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 25 26 25 26 25 25 25 25 25 25 28 25 25 28 25 25 27 25 25 27 25 25 27 25 25 26 25 25 27 25 25 27 25 25 27 22 24 27 22 24 27 22 23 26 Ag n g 5.5 A 18'.7-D 28 28 31 32 9'-9-C 29. 40 - 6 4-0"A 17-7"D 28 28 30 32 8'-11"C 3UX V V -4-y o1 Py>941 '1 / Pul Double 12 Ga 3"x8- S eel C (Detail 18) Attached Single Freestanding or Span Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |12 | 15' SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE ·i 4 | 1 (In) I (In) 28'-5- E 32 34 27'-r E 2 32 34 26'-9 E 32 34 26·-1 - E 33 34 25'-5" E 2 33 33 24·-10- E 34 34 24'4- E 34 34 23'-10- E 35 35 23'-5- E : 35 35 23'-0" E 36 36 22-r E 36 36 22-3" E : 37 37 21·40· E :37 37 21-7 E : 37 37 28·-5" E : 35 37 27-r E 36 37 26-9" E 36 37 26'-1- E : 37 37 25-5- E 38 38 24·-10- E 38 38 24'4" E 39 39 23·-10· E : 39 39 23-5" E £ 40 40 23·J E 2 40 40 22·-7 E 4 41 41 22·-3 E 4 41 41 21·-10- E 4 41 41 21·-7- E 4 42 42 26'-9" E : 35 37 25'-11- E 35 36 25'-2" E 36 36 24'-6- E 36 36 23'-11· E I 37 37 23'-5" E 37 37 22'-11· E 38 38 22-5 E 38 38 22'-0" E : 39 39 21'-r E 39 39 219 E 40 40 20-11" E £ 40 40 20'-7" _* 2 41 41 xsed 49-2011 NOV 5 2012j --12_21.>007-18422*55?e1 . n)Un) I1 31 12 32 Q 33 16 17 /7 ;7 37 ;5 6 t7 t1 I1 41 12 42 -65856& =55 35 a 35 ..aaaix Ag! **17':gRAR??: 23 26 23 26 22 25 |27 22 25 F * 6/40/ 01 El(Pl6 / 1 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAZ 12 Ga 3™8" Steel C Beam (Detail L·18)16 Ga 3-x8" Steel C Be am (Detail L18) TABLE 3.5 Attached Single Freestanding or Attached Single Freestanding or Span Structtre Multispan Units Span Structure Multispan Units GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REQ'D POST MIN FOOTER 8' |12 | 15'POST MIN FOOTER 8' |17 | 15 LOAD (FT)SPACING FOR SPACING POST SIZEE CONSTRAINED FOOTER SPACING POST SIZEE CONSTRAINED FOOTER (PSF)ON SLAB SLAB (FT)TYPE -d Y I V I 'd'(FT)TYPE Y .B | -d- .€ (FT) (In) (In) 1 (In) 1 (in) On) (In) 1 (In) On) 110 MPH EXPOSUR! C 10 5 13'-7 A 24'+10- C 33 33 35 LIVE 5.5 12'-4'A 24·-1- C 34 34 35 6 11'-4"A 23'4» C 35 35 35 6.5 10'-5-A 22-9- C 35 35 35 7 94'A 22'-2' C 36 36 36 7.5 9-1.A 21'-8- D 36 36 36 8 8'-6-A 21·-3' D 37 37 37 8.5 8'-0"A 20'-10" D 37 37 37 9 T€A 20-5' D 38 38 38 9.5 7-27 A 20'-0- D 38 38 38 10 6-9-A 19'-8- D 39 39 39 10.5 6'-5-A 19'-5- 0 39 39 39 11 6-2-A 19-1- 0 40 40 40 11.5 5'-11-A 18'-10" D 40 40 40 12 5'-8"A 18'-6- 0 40 40 40 13 5'-2"A 17-11" O 41 41 41 110 MPH EXPOSURE B 20 5 T-1-A 22-7- O 29 29 32 34 13'-0- C 24 25 28 30 LIVE 5.5 6'-5-A 21'-4- D 29 29 31 33 12'-1-C 24 25 28 30 6 5'-11-A 20-3- 0 29 29 31 33 11'-1 C 24 24 27 29 6.5 5'-5-A 19-3- D 30 30 31 33 10·-3- C 24 24 27 29 7 5'-1-A 18'-4- D 30 30 30 32 9'-6-C 24 24 27 29 7.5 4'.9-A 17'-7- D 30 30 30 32 8'-11-C 24 24 26 28 Double 12 Ga 3"x8" Ste 3I C (Detail LB) Attached Single Freestanding or Span Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8 |17 | 15 SPACING POST SIZE CONSTRAINED FOOTER (FD TYPE 'd·Y | 'dr (In) 1 (in) (in) 304 0 32 32 32 35 29'-9- D 33 33 33 34 28'-11-E 33 33 33 34 28.2 E 34 34 34 34 27-6 E 34 34 34 34 26&10" E 35 35 35 35 12 Ga 3"x8- Steel C Beam (Detail 118) TABLE 3.5 Attached Single Freestanding or Span Structure Multispan Units GROUND TRIB MAX POST MAX MAO< POST LENGTH SNOW WIDTH POST REQI)POST MIN FOOTER 8' |12' | 15' LOAD (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER (PSF)ON SLAB SLAB (FT)TYPE d 9 Y •d• (FD (in) (In) (In) (in) 110 MPH EXPOSURE C 5 37 A 16'-7- 0 29 29 32 35 5.5 3'-3"A 157 0 29 29 32 34 6 3'4 A 14·-9" E 30 30 32 34 6.5 2-9-A 13-11- E 30 30 31 33 7 7-r A 13'-3- E 30 30 31 33 7.5 2'-5-A 12'-8- E 30 30 31 33 8 27 A 12'-2" E 31 31 31 32 8.5 2'-1 A 11'-8" E 31 31 31 32 9 2'-0-A 11'-2- E 31 31 31 32 9.5 1'-11- A 10'-9- E 31 31 31 32 10 1'-9-A 10-5- E 31 31 31 32 10.5 1'-8-A 10'-0" E 32 32 32 32 110 MPH EXPOSURE C 5 7-5-A 12'-9" E 27 27 31 33 5.5 7/A 11-11 E 27 27 30 32 6 2-0-A 11'-3" E 27 27 30 32 6.5 1'-10 A 10-8- E 27 27 30 32 7 1-9-A 10-1- E 28 28 29 31 7.5 1'-7- A 97 E 28 28 29 31 8 1'-6-A 9'-2" E 28 28 29 31 8.5 1-5 A 8.9 E 28 28 29 31 9 1'-4-A 8-5-E 28 28 28 30 C 31 31 34 304 C 35 35 35 40 19'-0.C 31 31 33 30·0*D 37 37 37 17011"C 32 32 33 29'-5-D 37 37 37 17'-0-C 32 32 33 28'-8-D 38 38 38 16*-2-C 32 32 32 28-0-D 39 39 39 15 5-C 33 33 33 274 D 39 39 39 14 9-C 33 33 33 26'-9-D 40 40 40 14'-1 -C 33 33 33 26-3-D 40 40 40 13'-7-C 33 33 33 25'-9-D 41 41 41 13'-1-C 33 33 33 25'-3-D 41 41 41 12'-7-C 33 33 33 24'-10-D 42 42 42 12'-1-C 34 34 24'-5-D 42 42 42 11-7-C 34 34 24·-1 -D 43 43 43 11*-1-C 34 34 34 23'-8-D 43 43 43 60 10-7-C 34 34 34 23'-44·D 44 44 44 9·.10-C 34 34 34 22'-9-D 44 44 44 16 Ga 3"x8" Steel C Eeam (Detail L18) Attached Single Freestanding or Span Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' | 12' | 15' SPACING POST SIZE CONSTRAINED FOOTEE (FT)TYPE Y d- (in) (In) I (in) (in) 8'-1- C 23 25 28 30 T-5 C 23 24 28 30 69 C 23 24 27 29 6'-3 C 23 24 27 29 5-10-C 23 23 27 29 5-5-C 23 23 26 28 5-1 C 23 23 26 28 4'-10"C 23 23 26 28 4'-6- C 23 23 26 28 4'-3"C 23 23 26 28 4'-1- C 23 23 27 29 3'-11"C 23 24 27 29 5-6- C 20 23 26 28 5%0" C 20 23 26 28 4.r C 20 22 26 28 47 C 20 22 25 27 3'-11" C 20 22 25 27 3'-8- C 20 22 25 27 3'+5"C 20 23 26 28 3'-3- C 20 23 26 28 3'-1" C 20 23 26 28 Double 12 Ga 3"x8" S eel C (Detail L8) Attached Single Freestanding or Span Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |12 | 15 SPACING POST SIZE CONSTRAINED FOOTER (FD TYPE Y -d | -d- | .cr (In) (In)(In) I (in) 24'-4- E 33 33 34 36 23'-r E 34 34 34 36 22'-11- E 34 34 34 36 22'-3- E 35 35 35 35 21'-9- E 36 36 36 36 21-3- E 36 36 36 36 209 E 37 37 37 37 20'-4- E 37 37 37 37 207 H 38 38 38 38 1948" H 38 38 38 38 19'4" H 39 39 39 39 199 H 39 39 39 39 21'-3" E 32 32 33 35 20-7- E 32 32 33 35 20'« H 33 33 33 35 19'-6- H 33 33 33 34 19'-0- H 34 34 34 34 18-7- I 35 35 35 35 18'-2" I 35 35 35 35 17.-7. I 35 35 35 35 lT-1- I 36 36 36 36 8 4-5 A 16'-11" D 31 31 31 32 8.5 4'-2-A 16-3- D 31 31 31 32 9 3'-11 A 15'-8- D 31 31 31 31 9.5 3-9-A 15'-1- D 31 31 31 31 10 3'-6-A 14'-7- D 31 31 31 31 10.5 3'-41"A 14·7 0 31 31 31 31 11 3'-2"A 13·-9' D 32 32 32 32 11.5 3'-1"A 13'-4- D 32 32 32 32 110 MPH EXPOSURI C 20 5 T-1"A 22'-7- 0 32 32 35 37 LIVE 5.5 6'-5"A 21'-4- D 33 33 34 36 6 5'-11-A 20-3- 0 33 33 34 36 6.5 5-5 A 19'-3- O 33 33 33 36 7 5-1"A 18'-4- 0 34 34 34 35 7.5 4-9 A 17-7- D 34 34 34 35 8 4'-5"A 16'-11- O 34 34 34 35 8.5 4'-2"A 167 0 34 34 34 34 9 3-11 A 15-8- O 35 35 35 35 9.5 3-9 A 15'-1" D 35 35 35 35 10 3%6"A 14'-7" D 35 35 35 35 10.5 304"A 147 0 35 35 35 35 11 3'-2"A 13-9- 0 36 36 36 36 11.5 3'-1-A 13'-4- O 36 36 36 36 12 2'-11=A 12'-11" O 36 36 36 36 8·21-C 24 24 26 28 26-3- E 35 35 35 35 OVER- 7-10- C 24 24 26 28 29-9- E 36 36 36 36 HANG PROJE( T-5 C 24 24 25 27 25-3- E 36 36 36 36 (FT) 80 E 10 11' 12' 7·-1-C 24 24 25 27 24'-10- E 37 37 37 37 0 4' 4.5' 5'5.5 6' 5-8-C 24 24 25 27 24'-5- E 37 37 37 37 1' 4.5' 5 5.5 5 6.5 6'-5"C 24 24 25 27 24'-0- E 38 38 38 38 2' 5' 5.5' 6'6.5' r 6'-1"C 24 24 25 27 23'-r E 38 38 38 38 3' 5.5'6 6.5' T 7.5 5'40- C 24 24 25 27 23'-3- E 38 38 38 38 4 6 6.5' r 7.9 5 5' 6.5'T 7.5' 8 8.5' 13'-0- C 27 28 31 33 304- D 35 35 35 38 12*-1-C 27 27 30 32 29·-9- D 36 36 36 38 TABLE 3.3 Post Requirement 11*-1-C 27 27 30 32 28'-11-E 37 37 37 37 Attached Single Span Stru 10-3" C 27 27 29 31 28-2- E 38 38 38 38 Post Description Max 9-6-C 27 27 29 31 27-6- E 38 38 38 38 Hgt 8'-11'C 27 27 29 31 26'-10" E 39 39 39 39 0.042"x3"x8" Aluminum Post 11' 8'4" C 27 27 28 30 26'-3' E 40 40 40 40 0.024"Post with Sideplates 12' T-10- C 27 27 28 30 25'-9' E 40 40 40 40 Clover 0.030"x3"xy Alum 11' T-5-C 27 27 28 30 25'-3- E 41 41 41 41 CIover 0.0402<3"<3'Alum 12' T-1-C 27 27 27 29 24·-10- E 41 41 41 41 Colonial 0.062" Extruded 12' 6%8- C 27 27 27 29 24'-5-E 42 42 42 42 0.041 "x3"*3" Steel Ciover 12' 6'-5-C 27 27 27 29 24'-0· E 42 42 42 42 0.041"x3"x3" Steel CIOver 8' 6'-1- C 27 27 27 29 23'-7- E 43 43 43 43 3/16-x3"xy Steel Square 15' 5'-10- C 27 27 27 29 23·-3- E 43 43 43 43 1/4'"xy"xy Steel Square 15' 5'-r C 27 27 27 29 22'-11"E 43 43 43 43 3/16"x4"x4" Steel Square 15' TABLE 3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES TION OF SINGLE SPAN STUCTURES (FT) 13·14'15' 16' 1 7 18' 19 20 21'22 6.5' r 7.5 E 8.5'9.5' 19 10.5 11' T 7.5 8 8.5'9 9.5 10 10.5'11'11.5' 7.5 8'8.5 9'9.5' 10' 10.5'11'11.5'12' 8' 8.5 9 9.5 10' 10.5 11'11.5'12 12.5' 8.5 9 9.5 10' 10.5 11'11.5' 12' 12.5'13' 9' 9.5' 10 10.9 11'11.5' 12' 12.5'13 13.5' s TABLE 3.4 Post Requirements for ctures Freestanding Structures or Multispan Attached Structures POST Post Description Maximum Max POST Footing Heigh Code B Ll 0.041°x3"x3" Steel Clover d= 20" 9' B B L24 0.041-x3™3" Steel CIover d= 21" 8' B B L11 3/16-x3"xy Steel Square d= 28"12' C B L11 3/16-x3"xy Steel Square d= 28" 8' D C AE 1/4""x3"x3" Steel Square d= 28"12' D D L11 3/16"x4"*4" Steel Square d= 28"12' E E L11 1/2"x4"x4" Steel Square d= 37"12' D H L21 1/2"x4-x4- Steel Square d= 31"15' D I L21 J L21 -I i- k PU '·•lf 89 EP 6 9¥l ah /a> /40/c Detail #ill 14 jO 01 /L21 - 4%37-22%de L21 GENERAL INSTRUCIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20 PSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 3.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 3.5 ICC ESR 1398 (2009 IBC) 10/11/2011 .. /295\ONALAO<.8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 3.5 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 5208 Tennyson Parkway C9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Plano, Texas 75024 10. USE THE APPROPRIATE DETAILS (Ll-129). DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES Ll AND U ON SHEET M5 Carl Putnam, P. E.C C ir °7 FOR PAT1O SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place 1 . I EXIP. eob SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.5 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.rel <SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES OCT 20 2411 AXI - - - MU#' / Page 14 of 60 \-//,vgONAUSStires9/30110 /*4110 9 4,0.16231 A PTtbdeiVIL G\NEER. E P 1 1 0 r•1\ 1 7 NOV 5 2012 F NE 442* A -6 2. J @ .oir Im LATTICE TUBES 1.5'xl.5' @3' 0/c 22 24' ok 3'*3' 26' 0/c DETAIL L4 29(3' 25' 0/C /EFESS/041/rSEE TABLE 7.6 FOR d REQUIRED FASTENERS L= 1.92" FOR 2' X 6 1/2' RARERS L= 2.92' FOR 30 X 8' FTERS MAX RAFTER SPACING 3*3 MAY SPAN 30' W/ SINGLE Lt Eli 1 j )7 -LATTICE RAFTERS ALL OTHERS MAY SPAN 36' W/ 3105 H24 SINGLE RAFTERS n, ALUM ALLOY ALL MAY SPAN 48' W/ DOUBLE /RAFTERS -A TWO #8 SMS -- 6 EACH SIDE0 3. . % -- 1 1/2' FOR 2 X FWTERS / OCT 20 2011 23/4' FOR 3 X RAFTERS 4 6/10/201%r 4-1-,F t=0.042" .,t=0.024', 0.032' or 0.040' / 1\ *l -2 Tfpr tr .co r- _»aQ2£ 4 "- SCREWS W/ 4" DIAMETER WASHERS (6063-T5 ALUM. AUDY, 't'= 0.0781 ,REWS 3" LONGER THAN LATTICE HEIGHT RAFTER HANGER HEADER -t 0 =r=Ll POST/RAFTER/LATHCE TUBE f LATTICE TO'im' f (3004-H34 ALUM. ALLOY)(3004-H34 ALUM. ALLOY)RAFTER CONN.1/4' BOLTS ASTM A307 SEE BELOW FOR QUANTITY ,#.-LATTICE - / DOUBLE OR SINGLE-- FOUR #8 SMS--3'X8' STEEL C-EN» = 6-RAFTER TO CONTINUOUS 25(6" OR 2x8'LUM. RAFTER BEAM. BOLT LAYOUT 1 7/8' CONNECTION PROVIDE SIMPSON STRONG 0 0--1-i NON-SPLICE - />Ir HEADER DOUGLAS FIR LEDGER OR i J FOR SPLICED AND BRACKETS TIE MSTA36 (ICC ESR 2105) AT €ATTACHMENT M;6063T6 SPLICE LOCATION 1- EFF TARI F - 4, ALUM ALLOY COVER W/ 0019"ALUMINUM- |A -r-·r .Ti , 0 ,A A 1 SC @ T=0.060'-1 BELOW FOR ---7,7-/ 013,121/49/0 SCHEDULE »--lty BRACKET USED W\2' X 6 1/2' RAHERS BRACKET USED W/ 3'xe' AND 3'x3' RAFTERS Alowable Trib Wdth Whd No. of #8 Screws DOUBLE Speed t (in)Header 2 3J4 5 HEADERS USE 90 MPH 0.040 Double 2„6 13'19 15. 15' ONE BRACKET Exp C 0.042 0.042'x3"*8"7' 11 14' 15' PER HEADER 0.042 Double 318 14'15'15' 15' 110MPH 0.040 Double 2,6 10' 15' 19 15 Exp C 0.042 0.042 xy*8 9 80 10'13' 0.042 Double 3x8 10'15'19 15' No. of #14 Screws 110MPH 16G nin 80 Steel C 15' Exp C 16G nm Double Steel C 15' -3'xy METAL POST --DETAIL L25 SEE GENERAL NOTE #19 AND LATTICE NOTE #3/- EIGHT #14 SMS UNITS MUST COMPY WITH TABLES Ll AND L2 ON SHEET,-TVO 3/85¢5' EMBEDMEW'T LAG SCREW V/ 1'0, ONE M5 [»4 EACH SIDE OF POST. MAX WIND SP IS 90 Mph FIR EXPOSURE C * - LUMBER FLOOR JOIST CIR HEADER 8 ATTACHED STRUCTURE POST E P. 6 TO DECK FLOOR JOIST .* ViL ICC ESR 1398 (2009 IBC) 10/11/2011 2 OF CAL\ 0.00 -1.56- 0.72»- 0.93 - 1 1 0.72 STEEL POST 3.]0 AL STUI 00 L 1' MIN 1 e 612 e VE V - UC I Mll Ll V V LA Req'd Beam #of Type 1/4" bolts All C Beams "On Slab" 4 16G Steel 3,(8 4 12G Steel 3x8 8 Double 12G Steel 3x8 8 ALUM I 0 0- 2 ; 9 '00 2'*6.625' -7 DOUBLE HEADER 0R 0,041'*3'xy STEEL POST -7 EIGHT #14 SMS....._ 2' 0.042'*34<8' 1 ]UBLE HEADER - 0 0 0,041'xyxy- STEEL POST Amerimax 5208 TENNYSON PARKWAY SUITE 100 BUILDING PRODUCTS, INC.PLANO, TEXAS 75024 Component Parts & Connection Details€1':it22338:;-11 NTS For Patio & Commercial Lattice Structures's '8{6. 9/301% U SHEEr: LT01 -2009 1 of 3 WTERS - 0.040,¥; - 10·72 1/4' LAG SCREW W/ 2.25' EMBED INTOWOOD STUD SEE TABLE - / 7.5 COLUMN ANC4 321915- FOR QUANTITY EACH SIDE , 6 ALUM.I U.tJ 1.06 EXISITNG RAFTER -1 E-0.28 STRUCTURE 41-LRAFTER <0.37-4 1- 1 ,HANGER 2- #10 X 1"SCREVI--x (DETAIL L7) EACH SIDE TERNATE RAFTER TO WALL CONN.4 417 1 t = 0.030' ALUM = 0.040' ALUM = 0.041' STEEL SIX 1/4' LAG SCREWS (2.25' OF PENETRATION 3" ALTERNATE POST INTO WALL STUD 7/ / MIN SG = 0,5)(3105 H25 ALUM. ALLOY 0 A-653 Fyn*L152' STEEL) 3' X 8' ALUM ,·€PIPL-- - RAFTER BRACKET DETAIL L7 0 ff fAL. 00# 3' X 8' ALUM HEA0 8 POST ALTERNAO _ SLAB ATTACHM L #14 SHEET METAL SCREW -.1--I.--GENERAL--·/-ONOTE #23 MAXIMUM WIND CONDITION IS 110 MPH EXPOSURE C Page 15 of 60 NOV 5 2012 Engineer e 7 DI - 1.575' 2.25=1.< - J O.750- 3/8' BOLTS 7/ 1" DIA. --20 GAASTM A653 GRADE 33 STEEL BRACKET Live/Snow Load RAFTER MAX DISTANCE TO FIRST R01 V OF POSTS "L" x 3/32' THK. STL, WASHER -r FOUR #8 WOOD SCREWS INTO RAFTER AND Solid Co·er Wind SIZE i EAVE OVERHANG TO 8' STEEL 'C' BEAM 2X FASCIA (24" 0/9 6-fr I 18"24 30" 0 SEE TABLE 7,4 COLUMN 'N'/692- AR/90*j Ws:0,-/ ONE PER RAFTER 10 ps/2¤4 254 20-9 12'4 7-1 * 318" FOR QUANTITY 1 / 30+1 2*6 254 254 254 23-lf 1701" FOR #14 SELF DRILLING UN 9 "AM ) f MO -RNTER r ROOF COVERING IS A MAXIMUM lattice=105 Exp C 2,18 25·47 25'4 25%G 25'-0'25-0 / OF 3 PSF HEAVIER ROOF COVERING 10 psf 21[4 2947 19-3*11'-6'T.1* 3'-8-SCREWS SEE TABLE 7.4 1 4 1 DETAIL "A" / SHALL REQUIRE ADDITIONAL 2*6 204 294 204 20.0 16'-7COLUMN 'L'. /9/ 2X DF WOOD ENGINEERING ANALYSIS Lattice=110 Exp C 2,(8 204 264 20-0 204 204/ FASCIA 20 ps# 214 18-0 11'-10*6'-10- 4'-1 - 2'4 2"x WOOD FRAMING 2xe 18-0 18-0 154 13'*910 / r DOUGLAS FIR-LARCH ha 1 E.0 18 4 18'·0'18'-00 18.0ALTERNAT&&3?2 2JL CONNECT*T 20 2011 roD=&- / |#2 OR Em 25 0 214 184 11'-3»54* 34 1'-10' 2]te 18-0 18'·0 154 13·0'9-T IF DETAIL L29 IS NOT USED ATTACH SEE GENERAL NOTE #23 -MANGER-20[8 18-0 18.0 154 18'-0 18'-0 0.019" ALUM OR 0.035' 9-2- 5'-1*SIDE PLATES AS PER DETAIL L26 e 30 p. 2%4 16.0 29 94' VINYL COVER Vf 216 16%0 16'4 15'-4'104'Tit / 4.218 15'·0 16'.0 16'.0 16'.0 14·9' j I FOR MAXIMUM IN ' 40 0 2*4 043/8' BOLTS SEE TABLE 7.3 COLUMN 'H' / L 144 5-7 34 0-0/0,041*31'- --OR #14 SELF DRILLING SCREWS RAFTER SCHauLE SCHEDULE O RIGHT 60 0 2*4 9-10 410· 0-Or 0.0· 0.0 2*6 14-0 14'.0 11'-1'71 4% FOR QUANTITY ALUMINUM -SEE TAEME 7.8 2*8 144 14'4 14'4 14'C 10-4 FOR FASTENER OVERHANG SEE ' STEEL POST SEE TABLE 7,3 COLUMN 'G' -2*6 11'-0 11'-0 54- 4-1'20 FOR QUANTITY /62*ESS/042*..37 ALTERNATE EAVE ATTACHMENT 2*8 11'-0 11'-0 11'.0 6'-0' P,figE;jii;i HEADER SPUCE MUST BE U &n CITED ON POST -#14 SMSYHEADER SPUCE DETAIL 2- #14 SME-2.5- (9 PS 4 /4/4 F-3" X 8" BOXi dp/OMbrb.- . j 3' X 8' HEADER 0.875" = \Al/ \#'BEAM HEADER 1 -3'*8' 12 (t=0.105')-7 Vi 16 GAUGE (t=0.059'X 6 1/2' SDEPLATES -1 --'---673'-LUM. "H"9;>Ak.*19'L CH 90E OF 6·' I k POST 3STEEL C BEAM -- 6,1 BRACKET 0.042'xyxe' BOX Fy= 50 KSI \>OF rM BEAM WRAP 7.75"Seal with permanently DETAIL Ll - --- /-flexible & waterproof Ar.Ain..no..in 0 ./V331 9 1 10 •0'110:,11 2- 2' ONE EA COLUMP sealant L=EXISTING DF _/ FRAMED WALL 1.00'MIn, 3" X 8" X 12, 16 GA. STL. 'C' BEAM -41111111111111111111111111111111111. WRAP W/ 3" X 8" ALUM. BOX BEAM CONTINUOUS 2"xe DOUGLAS FIR LEDGER OR PROVIDE SIMPSON STRONG TIE MSTA36 (ICC ESR 2105) AT SPLICE LOCATION COVER W/ 0.019'ALUMINUM SEE GENERAL NOTE #23 1/4' Lag Screw e - 3" OR 4 3= or 4" 0I -8=p- 1.00'M ·- U.U£+1 XJ XJ 3 / 444\ -2 - \\\_STEEL POST 3><:1-f60 ,3L -0 - Uj E p. 1.1 0 FIt FL 4/0. 3.5' MIN r.-4111111"11111111111111111111111111 ' r- bv ALUMINUM 'H' BRACKET FOR-:iT= t:TTICE col & I CONNECTING POST TO HEADER Completely Sea w (6063T5 ALUM ALLOY) -permanently fl4xll THIS DETAIL MAY ONLY BE waterproof sedi€SED WITH DETAIL L29 l p T 9// 0 2.5' MIN PENETRATION / INTO WOOD FRAMING -In, /\ ST'UCCO ATrACHMENT DETAIL W/ MIN SG = 0.5 L,0/ W[TH LEI)GER BOARD 5208 TENNYSON PARKWAY 3' OR 4' ASTM A500 GRADE A L Synthetic Stucco or (b,Amerimax SUITE 100 STEEL POST other non-structural covering BUILDING PRODUCTS, INC. PLANO, TEXAS 75024 thick) SEE GENERAL NOTE #9 FOR - - Sheathlne " ·rfPE CORROSION PROTECTION ' 07 7 BEJ/CP64SEE ALLOWABLE DISTANCE TO FIRST NOV 5 2 SCALE:Component Parts & Connection DetailsROW OF POSTS IN TABLE 7.7 3&4 NTS For Patio & Commercial Lattice Structures ICC ESR 1398 (2009 IBC) 10/11/20 1 Page 16 of 60 End{000*73**0 'NE FILE#:SHEEr: LT02-2009 2 of 3 »It 5.5 2.841 -- E 0·097" EGI-3 11111 0.024' 0.0240 6 5/8"SEE . -3' DETAILM L26 - 2. - FOUR #14 SMS EACH SIDE FOR 110 MPH EXP 0.042"x3"x8" · FOOTING, . * C SLAB ATTACHMENT AND UP TO d=28'HEADER 1 " MIN+ + -4%4- #14 SMS EACH SIDE - 0.024"0'0 GALVANIZED HILTI HIT-HY 150 MAX 6" MIN <r.29 -50. ADHESIVE ANCHOR (ICC ESR 2262) 7/ I 1 2.25' EMBED AND 1' 0 WASHER OR | 1 ,t 27 6 1/2»X .0240 75' EQUIVALENT | ALUM. SIDEPLATew 1 ·80• 2 1.01 ¢ 2"X 6.625" f 22- SIDEPLATES 3" x 8" HEADER -3.00 - -11.00.078- - F-ALUM. FOOTING CONNECTION #14 x 3/4' SMS - 3"X 6 5/8"6 POST ALUMINUM BRACKET FOR CONNECTING POST TO FOOTING OR SLAB (6063-T6 ALUM ALLOY) SINGLE SPAN ATTACHED UNITS ONLY REQUIRES SIDEPLATES AS SHOWN IN DETAIL L26 1 ,/1 BRACKET I S .0-44 1: t<: SLAB OR FOOT NG 1,1_14 ==17 L 3' SQUARE COLUMN (3004-H34 ALUM. ALLOY) 2' x 6.5' SIDEPLATES (3004-H34 ALUM. ALLOY) ALTERNATE 3'X3' RAFTER EP6 IVIL ALUM n DArrrD \ L 1.5 LFOUR- #14 SMS EACH SID,-OFESS/op 1- 3"x3" ALUMINUM RAFTER TWO #10 OR #14 SMS - LATTICE HEADER ED EVENLY + (LLO/ \1 \ 1603Tfi ALUMINUM6/204019 BRACKET NT '¥ *24)WITH SIDEPLAT EKi Y i Live MAX "L" FOR TOP OCT 20 2011 SEE SHET M8 FOR TOP MOUNT BRACKET STEEL POST-% v REQUIRED SLAB Load Wind Speed OR SIDE MOUNT r FOR CONSTRAINEDLattice or Solid Pane,2--7 -0 21 " STEEL Fy = 33 ksi (psf)and Exposure 16" 0/c I 24"o/c 3/8' x 9' STEEL /FOOTINGS BRACKET IS 1.094' WIDE 0.042-*3-x8' HEADE 10 105 mph Exp B 21'-8" | 14'-S"REBAR EMBEDDED AT 18iFX All:r:9 \110 mph Exp B 20'-1" 13·4" 'B' DEPTH 6 B.· 7 Ct = 0.0604-m 1-1 \,/8 90 mph Exp C 21'-3" 1 14'-2" 4 .4: 4r 2*8 LEI)GER BOARD (Doug Flr) SEE GENERAL NOTE #23 105 mph Exp C 15'-10" ! 10'-7'd < 33' B i / A- #1401£ IC,Ii 110 mph Exp C 14'-6" i 9'-8 d < 38' B 9 8 5 4Lattice or 1.0-Alum Bracke.hz.e-m;6:10"GER-\ /./7 <014*15' =- 20 110 mph Exp C 11'-4" I 74'd < 46' BSolid Panels7 6" MIN (0.06005-\ \Top Muu-1,17 --=sSSES@tual, u 1 \1 6 ;4..1 1 1 9--T-f t....40F,g NOT ALLOWED IN SNOW LOAD Al i Id #8 SMS --L-7'74'vr,U-7,1 SEE GENERAL NOTE #9 FOR 3" 7 7. 4CORROSION PROTECTION '- 3' x 8'Header %2 7 ATTACH PER-/ / L----- 3' x 8' Header #1 (0.042')TABLE 7.5 / j g" · I (0.042')1' MIN GAP BETWEEN -'N- EXISHNG EAVE . : 4- x 6' Side PlateFOUR #14 SMS // _1| | I LEDGER AND ROOF FOR WOOD FRAMING L CONCRETE FOOWNGEACH SIDE FOR-v --7 9-2" MIN #14 SMS-DRAINAGE ALUM d -1EACH HEADER 11 ALL HOUSE PENETRATIONS RAFTER3' x 8' Header #111(0.042')MUST BE COMPLETELY AND #14*1.5" SCREWS 3",(3" POST PERMANENTLY SEALED 6 PlACES FREESTANDING OR ATTACHED STRUCTURE3-*3" POST - 0.125"*1.5"xl.5" STEEL COLUMN TO FOOTING CONNECTION DETAIL 2*6.5" SIDEPLATE --·<(Fy=33 KSI) 'V BRACKET 2' SPACING 1 1 BEIWEEN SCREWS '.SIDE MOUN B AC E *- e .44%1=35'e:tta,SS=g-- >Unerimax 5208 TENNYSON PARKWAY ALTERNATIVE SPLICE FOR ATTACHED UNITS EAVE OVERHANG AND EAVE ATTACHMENT I ¢A SUITE 100BUILDING PRODUCTS, INC. PLANO, TEXAS 75024/ PKIT O1/ 9 111 1 ,// 11 0-m, Em n,E: 'L' MUST ALSO COMPLY WITH DETAIL L17 LEDGER BOARD \·ponent Parts & Connection Details Patio & Commercial Lattice StructuresICC ESR 1398 (2009 IBC) 10/11/2011 ' Page 17 of 60 .TI SHEET: B9'. 12' 18' 24' 7 L29 2 4\ Epl 10 BEJ/CP SCALE:Com NTS For vu c %·fh-, 06«4:KEONAEddla#SME Stamo OATE:FILEI. LT03-2009 3 of 3btrmt0/2nlp.. SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 2.5" x6" Super Six (Multispan) Detail N3, A 3.5"x12" Super 12 (Multispan) Detail D Ground Panel Wind Speed ar d Exposure Ground Panel Wind Speed ar d Exposure Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C (psf) (in) 85 90 85 90 (psf) (in) 85 90 85 90 2.5" x 12" Mark X (Multispan) Detail B Ground Panel Wind Speed ar d Exposure Snow Load Gauge Exposure B Exposure C (psf) (in) 85 90 85 90 2"x6" Flat Panel (Multispan) Detail N2, C Ground Panel Wind Speed ar d Exposure Amerimax Building Snow Load Gauge Exposure B Exposure C 5208 Tennyson Par (psf) (in) 85 90 85 90 Plano, Texas 7502 10 0.018 9'-7" 9'-7"9'-0" 8'-6" LIVE 0.024 11'-9"11'-9"11'-0"10'-5" 0.032 14'-2"14'-2"13'-4"12'-7" 0.036 15'-4"15'-4"14'-5"13'-8" 20 0.018 8'-0" 8'-0"7'-8" 7'-4" LIVE 0.024 9'-10"9'-10" 9'-5" 9'-0" 0.032 11'-11" 11'-11" 11'-5" 10'-11" 0.036 13'-0"13'-0"12'-5" 11'-10" 25 0.018 8'-0"7'-8" 7'-4" 7'-4" 0.024 9'-10" 9'-5"9'-0" 9-0" 0.032 11'-11" 11'-5" 10'-11" 10'-11" 0.036 13'-0"12'-5" 11'-10" 11'-10" 30 0.018 7'-8" 7'-4"7'-0" 7'-0" 0.024 9'-5" 9'-0"8'-8"8'-8" 0.032 11'-5" 10'-11" 10'-6"10'-6" 0.036 12'-5" 11'-10" 11'-5"11'-5" 40 0.018 6'-9" 6'-9"6'-6" 6'-3" 0.024 8'-4" 8'-4" 8'-1"7'-10" 0.032 10'-2"10'-2"9'-10" 9'-6" 0.036 11'-0"11'-0"10'-8"10'-4" 60 0.018 5'-5" 5'-5"5-5" 5'-5" 0.024 6'-10"6'-10"6'-10"6'-10" 0.032 8'-3" 8'-3"8'-3" 8'-3" 0.036 9'-0"9'-0" 9'-0"9'-0" TABLE 4.1 SINGLE SPAN TABLES 2.5" x6" SuR er Six (Si igle Span) Detail N3, A 1 Ground Panel Wind Speed ar d Exposure Snow Load Gauge Exposure B .-Exposure C - (psf) (in) 85 90 85 90 rlo 0.018 11'-0"11'-0"8'-10" 8'-2" [LIVE P - 0.024 13'-7"13'-7"12'-9"12'-0" 7 - 0.032 16'-1"16'-1"15'-1"14'-3" 0.036 17'-2"17'-2"16'-1"15'-3" 20 0.018 8'-6" 8'-6"7'-10"7'-10" LIVE 0.024 11'-5"11'-5" 10'-11" 10'-6" 0.032 13'-7"13'-7"13'-0"12'-5" 0.036 14'-6"14'-6" 13'-10" 13'-3" 25 0.018 8'-6" 8'-6"7'-10" 7'-7" 0.024 11'-5" 10'-11" 10'-6"10'-6" 0.032 13'-7"13'-0"12'-5"12'-5" 0.036 14'-6" 13'-10" 13'-3"13'-3" 30 0.018 8'-2"7'-10" 7'-7" 7'-4" 0.024 10'-11" 10'-6" 9'-5" 9'-1" 0.032 13'-0"12'-5" 11'-11" 11'-11" 0.036 13'-10" 13'-3"12'-9"12'-9" 40 0.018 7'-4" 7'-4"6'-11" 6'-9" 0.024 9'-1" 9'-1"8'-7" 8'-4" 0.032 11'-6"11'-6"11'-2" 10'-10" 0.036 12'-4"12'-4" 11'-11" 11'-7" 60 0.018 6'-5"6'-5" 6'-2" 6'-0" 0.024 7'-11"7'-11" 7'-7" 7'-5" 10 0.018 6'-4" 6'-4"5'-9" 5'-3" LIVE 0.024 10'-2"10'-2" 9'-5"8'-9" 0.032 14'-6"14'-6"13'-6"12'-8" 0.036 16'-0"16'-0"15'-0"14'-2" 20 0.018 4'-1" 4'-1"3'-7" 3'-7" LIVE 0.024 8'-2" 8'-2"7'-9" 7'-4" 0.032 12'-0" 12'-0" 11'-5" 10'-11" 0.036 13'-6"13'-6" 12'-10" 12'-4" 25 0.018 4'-1" 4'-1"3'-7" 3'-4" 0.024 8'-2"7'-9" 7'-4" 7'-4" 0.032 12'-0"11'-5" 10'-11" 10'-11" 0.036 13'-6" 12'-10" 12'-4"12'-4" 30 0.018 3'-10" 3'-7" 3'-4"3'-2" 0.024 7'-9" 7'-4"6'-11"6'-11" 0.032 11'-5" 10'-11" 10'-5"10'-5" 0.036 12'-10" 12'-4"11'-9"11'-9" 40 0.018 3'-2" 3'-2"2'-10" 2'-8" 0.024 6'-7" 6'-7"6'-3" 6'-0" 0.032 10'-0"10'-0" 9'-8" 9'-4" 0.036 11'-4"11'4" 10'-11" 10'-6" 60 0.018 2'-4" 2'-3"2'-1" 2'-0" 0.024 4'-11"4'-11" 4'-7" 4'-6" 0.032 8'-0" 8'-0"8'-0" 8'-0" 0.036 9'-1" 9'-1"9'-1" 9'-1" TABLE 4.2 3.5"x12" Super 12 (Si igle Span) Detail D Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C (psf) (in) 85 90 85 90 10 0.018 5'-11"5'-11" 4'-1"3'-10" LIVE 0.024 12'-9"12'-9" 11'-11" 11'-3" 0.032 15'-0"15'-0"14'-1"13'-3" 0.036 16'-0"16'-0"15'-0"14'-2" 20 0.018 4'-1"3'-10" 3'-4" 3'-2" LIVE 0.024 10'-8"10'-8" 9'-1" 9'-1" 0.032 12'-7"12'-7"12'-0"11'-6" 0.036 13'-6"13'-6" 12'-11" 12'-4" 25 0.018 3'-10"3'-10" 3'4" 3'-2" 0.024 10'-8" 9'-9" 9'-1"8'-6" 0.032 12'-7"12'-0"11'-6"11'-6" 0.036 13'-6" 12'-11" 12'-4"12'-4" 30 0.018 3'-7" 3'-4" 3'-2"2'-10" 0.024 9'-5" 9'-1" 8'-6"7'-11" 0.032 12'-0"11'-6"1141"11'-1" 0.036 12'-11" 12'-4" 11'-10" 11'-10" 40 0.018 3'-2" 3'-0"2'-8" 2'-6" 0.024 7'-11"7'-11" 7'-1" 6'-8" 0.032 10'-8"10'-8" 9'-5"9'-2" 0.036 11'-5"11'-5"11'-1"10'.9" 60 0.018 2'-5" 2'-4"2'-2" 2'-1" 0.024 6'-1" 6'-1"5'-6" 5'-4" 10 0.018 6'-5"6'-5" 5'-11" 5'-5" 10 0.018 9'-7" 9'-7"9'-0" 8'-6" LIVE 0.024 9'-2" 9'-2" 8'-6"7'-10"LIVE 0.024 11'-6"11'-6"10'.9"10'-2" 0.032 12'-2"12'-2"11'-4"10'-7"0.032 13'-10" 13'-10" 12'-11" 12'-3" 0.036 12'-1"12'-1"11'-3"10'-7"0.036 14'-4"14'-4"13'-9"13'-3" 20 0.018 4'-5" 4'-5"3'-11"3'-11" 20 0.018 8'-1"8'-1" 7'-8" 7'-4" LIVE 0.024 7'-4" 7'-4"6'-11" 6'-6"LIVE 0.024 9'-8" 9'-8" 9'-3"8'-10" 0.032 9'-11"9'-11"9'-5" 8'-11"0.032 11'-7"11'-7"11'-1"10'-8" 0.036 9'-11"9'-11" 9'-5" 9'-0"0.036 12'-7"12'-7"12'-0"11'-6" 25 0.018 4'-5" 4'-5"3'-11" 3'-9" 25 0.018 8'-1" 7'-8"7'-4" 7'-4" 0.024 7'-4" 6'-11" 6'-6" 6'-6"0.024 9'-8" 9'-3"8'-10"8'-10" 8'-11"0.032 -1§05288*4- 10'-8"10'-8" 0.0,¢PT@4141 =wRY*e1r€"30 0.0,06:*76*i»*me'3'-6" 30 008<I74&2911&"4*R9y 40 4»1 3',-402)L·05'1111 lecIW 'l@Ulx | 9*4 /4-494 V-*#r-17 7'-7 60 \ 6'-8" 0.032 #01 9030 1 -E'-4" 6'-4 8'-1" 0.036 6'-5"6'-5" 6'-5" 6'-5 8'-9" TABLE 4.3 TABLE 4.4 NOTE: PANELS MAY OVERHANG 25% OF THEIR CLEARSPAN 2.5" x 12" Mark X (Sirgle Span) Detail B 2"x6" Flat Panel (Single Span) Detail N2, C Ground Panel Wind Speed and Exposure Ground Panel Wind Speed ar d Exposure Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C (psf) (in) 85 90 85 90 (psf) (in) 85 90 85 90 10 0.018 7'-7" 7'-7"6'-11"6'-10" 10 0.018 8'-6" 8'-6"7'-8" 7'-8" LIVE 0.024 11'-3"11'-3"10'-6" 9'-0"LIVE 0.024 11'-11" 11'-11" 11'-2"10'-7" 0.032 12'-11" 12'-11" 12'-5" 11'-11"0.032 13'-10" 13'-10" 13'-2"12'-5" 0.036 13'-5"13'-5" 12'-11" 12'-5"0.036 14'-4"14'-4"13'-9"13'-3" 20 0.018 6'-7"6'-7" 6'-1" 6'-1" 20 0.018 7'-4" 7'-4"6'-10" 6'-10" LIVE 0.024 8'-7" 8'-7"8'-0" 8'-0"LIVE 0.024 9'-2" 9'-2"8'-6" 8'-6" 0.032 11'-6"11'-6"11'-1"10'-8"0.032 11'-10" 11'-10" 11'-3" 10'-10" 0.036 12'-0"12'-0"11'-5"11'-0"0.036 12'-7"12'-7"12'-0"11'-6" 25 0.018 6'-7" 6'-7" 6'-1"5'-11" 25 0.018 7'-4" 7'-4"6'-10" 6'-7" 0.024 8'-7" 8'-7"8'-0" 7'-9"0.024 9'-2" 9'-2"8'-6" 8'-3" 0.032 11'-6"11'-1"10'-8"10'-8"0.032 11'-10" 11'-3" 10'-10" 10'-10" 0.036 12'-0"11'-5"11'-0"11'-0"0.036 12'-7"12'-0"11'-6"11'-6" 30 0.018 6'-4"6'-1" 5'-11" 5'-8" 30 0.018 7'-1"6'-10" 6'-7" 6'-5" 0.024 8'-3" 8'-0"7'-9" 7'-6"0.024 8'-10" 8'-6" 8'-3"8'-0" 0.032 11'-1"10'-8" 9'-7"9'-3"0.032 11'-3" 10'-10" 10'-5"10'-5" 0.036 11'-5"11'-0"10'-7"10'-7"0.036 12'-0"11'-6"11'-1"11'-1" 40 0.018 5'-8"5'-8" 5'-5" 5'-3" 40 0.018 6'-5" 6'-5" 6'-0"5'-10" 0.024 7'-6" 7'-6" 7'-1"6'-10"0.024 8'-0" 8'-0"7'-6" 7'-4" 0.032 9'-3" 9'-3"8'-9" 8'-6"0.032 9'-5" 9'-5"8'-10" 8'-7" 0.036 9'-6" 9'-6"9'-0" 8'-9"0.036 10'-8"10'-8" 9'-5"9'-2" 60 0.018 4'-10" 4'-8" 4'-4"4'-2" 60 0.018 5'-7" 5'-7"5'-4" 5'-3" 0.024 6'-6"A' 6'·@" 6'-1"0.024 7'-0" 7'-0"6'-8" 6'-6" <flf od ay 6 for, -4254 Nov 5 2012 8 920 011 .9 PE t er 5 90 moh h14091@ C 60 o. 44?91,1 041 1 0.03 0.036 8'--9" 8'-9" 7'-1" 8'-6" 10'-3 10'-0 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 245 (434) 384-2514 -LE carli)utnam@comcast.net OCT: MAXIMUM ALLOWABLE TRIBUTAR FOR PANEUHEADER COMBINATIC Panel#of#10 screw Headers Gauge 1|2|3 (in) 90 moh Exp B Dble 2x6.625 0.018 3'6' MAX 4' MAX MAX-34' MAX MAX RF Fascia 0.018 3' MAX MAX MAX MAX MAX MAX MAX MAX MAX 3x8 0.018 3'6' MAX 4'MAX MAX 3'4' MAX MAX All Others 0.018 3'6' MAX 4'MAX MAX 3'4' MAX MAX Dble 2x6.625 0.024 4' 8'12' 6'9' MAX 4'6' MAX MAX RF Fascia 0.024 4' MAX MAX MAX MAX MAX MAX MAX MAX MAX 3*8 0.024 4' 8'12' 6'9' MAX 4'6' MAX MAX All Others 0.024 4'8' 12' 6'9' MAX 4'6' MAX MAX Dble 2x6.625 0.032 5'10' MAX 7'11' MAX 5' 7'10' MAX RF Fascia 0.032 5' MAX MAX MAX MAX MAX 5' MAX MAX MAX 3x8 0.032 5' 11' MAX 8'12' MAX 5' 8'10' MAX All Others 0.032 5' 11' MAX 8'12' MAX 5' 8'10' MAX Dble 2x6.625 0.036 5' 10' MAX 7'11'15' 5'7' 10'12' RF Fascia 0.036 6' MAX MAX MAX MAX MAX 5' MAX MAX MAX 3x8 0.036 6' 12' MAX 9'13' MAX 6' 9'12' MAX All Others 0.036 6' 12' MAX 9'13' MAX 6' 9'12' MAX 'MAX' means the maximum possible tributary width Minimum number of screws is on per panel MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#14 SCREWS FOR PANEUHEADER COMBINATIONS Table 4.10 Panel # of #14 screws PER FOOT to attach panel to header Headers Gauge 1|2|3 1|2|3 1|2|3|4 (in) 90 moh Exp B 90 moh Exp C 110 mph Exp C Dble 2x6.625 0.018 4'8' MAD< 3'5' MAX 2' 4'5' MAX RF Fascia 0.018 4' MAX MAX 3 MAX MAX 2' MAX MAX MAX 3x8 0.018 4'8' MAX 3'5' MAX 2' 4'5' MAX All Others 0.018 4'8' MAX 3'5' MAX 2' 4'5' MAX Dble 2x6.625 0.024 5'10' MAX 4'7' MAX 2'5' MAX MAX RF Fascia 0.024 5' MAX MAX 4' MAX MAX 2' MAX MAX MAD< 3x8 0.024 5'10' MAX 4'7' MAX 2'5' MAX MAD< All Others 0.024 5'10' MAX 4'7' MAX 2'5' MAX MAX Dble 2x6.625 0.032 7'14' MAX 5'10' MAX 3' 6'10' MAX RF Fascia 0.032 7' MAX MAX 5' MAX MAX 3' MAJ< MAX MAD< 3x8 0.032 7'14' MAX 5'10' MAX 3' 6'10' MAX All Others 0.032 7' 14' MAX 5'10' MAX 3' 6'10' MAX Dble 2x6.625 0.036 7'14' MAX 5'10'15' 3' 6'10' MAX RF Fascia 0.036 7' MAX MAX 5'MAX MAX 4' MAX MAX MAX 3x8 0.036 8' MAX MAX 5'11' MAX 4' 7'11' MAX 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'-1"7'-9" 7'-7"0.032 8'-2"8'-2" 7'-10" 7'-8" 0.036 10'-1"10'-1"10'-1" 9'-6"0.036 9'-5" 9'-5" 9'-0"8'-9"0.036 8'-4" 8'-4" 8'-0"7'-10"0.036 8'-9" 8'-9"8'-5" 8'-2" ILL tbK . 396 lauy It=fkke/4.glu 11 TABLE 4.6 rage 1 0 0,*61.E 4.7 TABLE 4.8 1 1 SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES FOR HIGH WINDS 2.5" x6" Super Six (Multispan) Detail N3, A 3.5"x12" Super 12 (Multispan) Detail D Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C (psf) (in) 110 100 105 110 (psf)(in) 110 100 105 110 10 0.018 8'-6" 8'-0"7'-8" 7'-8" 10 0.018 5'-3"3'-10" 3'-7" 3'-4" 2.5" x 12" Mark X (Multispan) Detail B Ground Panel Wind Speed and Exposure Snow Load Gauge Exp B Exposure C (psf)(in) 110 100 105 110 10 0.018 5'-5" 4'-2"3'-11" 3'-9" 296" Flat Panel (Multispan) Detail N2, C Ground Panel Wind Speed and Exposure Snow Load Gauge Exp B Exposure C (psf) (in) 110 100 105 110 10 0.018 8'-6" 8'-1"7'-8" 7'-8" NO ROF Amerimax Building P/od 5208 Tennyson Part'' ay Plano, Texas 75024 C 49990/1 LIVE 0.024 10'-5"9'-10" 9'-5" 9'-5"LIVE 0.024 8'-9" 8'-2"7'-9" 7'-9"LIVE 0.024 7'-10" 7'-4"6'-11"6'-11"LIVE 0.024 10'-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"9'-11" 9'-5" 9'-5"0.032 12'-3" 11'-7" 11'-1" 11'-1" 3441 Ivylink Place 0.036 13'-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" 12'-0" 12'-0" Lynchburg, VA 245 4 \/ Ld 20 0.018 7'-4" 7'-0"6'-9" 6'-9" 20 0.018 3'-4" 3'-2" 3'-0"2'-10" 20 0.018 3'-9" 3'-6"3'-4" 3'-3" 20 0.018 7'-4" 7'-1"6'-10" 6'-10" (434) 384-2514 <-OFC5ESIP51 7LIVE0.024 9'-0" 8'-8" 8'-4" 8'-4"LIVE 0.024 7'-4"6'-11" 6'-7"6'-7"LIVE 0.024 6'-6"6'-2"5'-11"5'-11"LIVE 0.024 8'-10" 8'-6"8'-2"8'-2" carloutnam@comcast.net 0.032 10'-11" 10'-6"10'-2"10'-2"0.032 10'-11" 10'-5"10'-0"10'-0"0.032 8'-11" 8'-6" 8'-2"8'-2"0.032 10'-8"10'-3"9'-10"9'-10"OCT 20 2*1 \ EM 0.036 11'-10" 11'-5"11'-0"11'-0"0.036 12'-4"11'-9"11'-4"11'-4"0.036 9'-0" 8'-7"8'-2" 8'-2"0.036 11'-6"11 '-1"10'-8"10'-8"MAXIMUM ALLOWABLE TRIBUTARY W©T 25 0.018 7'-4"7'-0" 6'-9" 6'-6" 25 0.018 3'-4" 3'-0"2'-10"1 3'-9" 3'-4" 3'-3" 3'-1" 25 0.018 7'-4" 7'-1"6'-10" 6'-7"FOR PANEUHEADER COMBINATIONS I 1(U 0.024 9'-0" 8'-8"8'-4" 8'-1"0.024 7'-4"6'-11" 6'-7"L 6'-6" 6'-2"5'-11" 5'-7"0.024 8'-10" 8'-6" 8'-2"7'-11 "Panel # of #10 screws P t€*» 0.032 10'-11" 10'-6"10'-2"9'.10" 0.036 11'-10" 11'-5"11'-0"10'-8" 30 0.018 6'-9"6'-6" 6'-6" 6'-3" 0.024 8'-4" 8'-1" 8'-1"7'-10" 0.032 10'-2"9'-10"9'-10" 9'-6" 0.036 11'-0"10'-8"10'-8"10'-4" 40 0.018 6'-3"6'-1" 5'-11"5'-11" 0.024 7'-10" 7'-7" 7'-4"7'-4" 0.032 9'-6"9'-3"8'-11 "8'-11" 0.036 10'-4"10'-0" 9'-9"9'-9" 60 0.018 5'-5"5'-3" 5'-2" 4'-9" 0.024 6'-10" 6'-8" 6'-6"6'-4" 0.032 8'-3" 8'-1"7'-11" 7'-9" 0.036 9'-0"8'-10" 8'-7" 8'-5" TABLE 4.11 SINGLE SPAN TABLES 2.5" x6" Super Six (Si igle Span) Detail N3, A Ground Panel Wind Speed and Exposure Snow Load Gauge Exp B Exposure C 2'-8"25 0.01E 6'-3"0.022 9'-8"0.03; 0'-11" 2'-7"30 6'-0" 9'-4" 10'-6" 2'.0"40 5'-6" 0.032 10'-11" 10'-5"10'-0" 0.036 12'-4"11'-9"11'-4" 1 30 0.018 3'-0" 2'-10" 2'-8" 0.024 6'-7"6'-3" 6'-3" 0.032 10'-0" 9'-8"9'-8" 0.036 11'-4" 10'-11" 10'-11" 40 0.018 2'-8" 2'-7" 2'-1" 0.024 6'-0" 5'-9"5'-6" 0.032 9'-4" 9'-0"8'-9" 8'-9" 0.036 10'-6"10'-2"9'-10"9'-10" 60 0.018 1'-11" 0'-0" 0'-0"0'-0" 0.024 4'-6" 4'-4"4'-2" 4'-1" 0.032 8'-0" 7'-9"7'-7" 7'-5" 0.036 9'-1"8'-10" 8'-7" 8'-5" TABLE 4.12 3.5"x12" Super 12 (Si igle Span) Detail D Ground Panel Wind Speed and Exposure Snow Load Gauge Exp B Exposure C ! -=49*FFFIA.- 802" 140"0.032 195*9mt®L 9'-10" 9'-6' A r.,C,501* 09 19'1 13 4*42§*- - 6.-5,1 $'JujW. Z-83, Ar'roto" )1 6'-0"i T-2" 7'-1 "f AWN*00< 14*009>f 9'-5" 0,-01, 60 L / 0:0 ,2 -/#-4" 5'-3" 3 '-8"0.0% 1.4A414 4" 6'-3" 0.032 **C&46SSS53*15'-11" 509"O.032 '621 9/7349,2 7'-8" 7'-6" 0.036 6'-5" 6'-3" 6'-1"5'-11 "0.036 8'-9" 8'-6"8'-4" 8'-2" TABLE 4.13 TABLE 4.14 NOTE: PANELS MAY OVERHANG 25% OF THEIR CLEARSPAN 2.5- x 12' Mark X (Sirgle Span) Detail B 2"xe Flat Panel (Single Span) Detail N2, C Ground Panel Wind Speed and Exposure Ground Panel Wind Lpeed and Exposure Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C V 5 2012 ESSIONA ,PU 8 9 6 RE r Irm E 30 5'-4" 111EU 4 7'-6" 2'-9"40 7'-0" 757 1 Wk' Headers Gauge (in) Dble 2x6.625 0.018 RF Fascia 0.018 3x8 0.018 All Others 0.018 Dble 2x6.625 0.024 RF Fascia 0.024 3x8 0.024 All Others 0.024 Dble 2x6.625 0.032 RF Fascia 0.032 3x8 0.032 All Others 0.032 Dble'2x6.625 0.036 RF Fascia 0.036 3x8 0.036 All Others 0.036 1 I 2 I 3 2 I 3 INILQ ,v,-1 - 1 90 mohExp B 90 m,h ExPC T'thn.trE@ C 3' 6' MAX 4'MAX MAX 3'4' MAX MAX 3' MAX MAX MAX MAX MAX MAX MAX MAX MAX 3' 6' MAX 4'MAX MAX 3'4' MAX MAX 3' 6' MAX 4'MAX MAX 3'4' MAX MAX 4' 8'12' 6'9' MAD< 4'6' MAX MAX 4' MAX MAX MAX MAX MAX MAX MAX MAX MAX 4' 8'12' 6'9' MAX 4'6' MAX MAX 4' 8'12' 6'9' MAD< 4'6' MAX MAX 5' 10' MAX 7'11' MAX 5' 7'10' MAX 5' MAX MAX MAX MAX MAX 5' MAX MAX MAX 5' 11' MAX 8'12' MAD< 5'8' 10' MAX 5' 11' MAX 8'12' MAX 5'8' 10' MAX 5' 10' MAX 7'11'15' 5' 7'10'12' 6' MAX MAX MAX MAX MAX 5' MAX MAX MAX 6' 12' MAO< 9'13' MAX 6'9' 12' MAX 6' 12' MAX 9'13' MAX 6'9' 12' MAX (psf) (in) 110 100 105 110 (psf)(in) 110 100 105 110 (psf)(in) 110 100 105 110 (psf) (in) 110 100 105 110 'MAX' means the maximum possible tributary width 10 0.018 7'-11" 7'-4" 7'-0" 6'-8" 10 0.018 2'-5"2'-1" 1'-10" 1'-8" 10 0.018 6'-7"6'-2" 5'-10" 5'-7" 10 0.018 7'-4" 7'-1"6'-10" 7'-8"Minimum number of screws is on per panel LIVE 0.024 11'-11" 11'-1"10'-6" 8'-2"LIVE 0.024 11'-1 " 8'-5" 8'-0" 7'-7"LIVE 0.024 8'-7" 8'-1"7'-8" 7'-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'-3"12'-7"12'-0"12'-0"0.032 11'-11" 11'-6"11'-1"11'-1"0.032 12'-5" 11'-10" 11'-3"12'-5"FOR PANEUHEADER COMBINATIONS Table 4.10 0.036 15'-3"14'-6" 13'-10" 13'-4"0.036 14'-2"13'-6" 12'-11" 12'-11"0.036 12'-5"12'-0"11'-5"11'-0"0.036 13'-3"12'-7"12'-0"13'-3"Panel # of #14 screws PER FOOT to at ach panel to header 20 0.018 7'-7" 7'-4"7'-0" 6'-8" 20 0.018 2'-5"2'-1 1'-10" 1'-8" 20 0.018 5'-11" 5'-8" 5'-6" 5'-5" 20 0.018 6'-7" 6'-5" 6'-2"6'-10"Headers Gauge 1 | 2 |1|2|3 1|2|3|4 LIVE 0.024 10'-6" 9'-1 "8'-10" 8'-2"LIVE 0.024 8'-6"7'-11" 7'-6"7'-1"LIVE 0.024 7'-9" 7'-6"7'-3" 7'-1"LIVE 0.024 8'-3" 8'-0"7'-9" 8'-6"(in) 90 moh Exp B 90 m,h Exp C 110 mph Exp C 0.032 12'-5" 11'-11" 11'-6"11'-6"0.032 11'-6"11'-1"10'-8"10'-8"0.032 10'-8" 9'-3"9'-0" 8'-9"0.032 10'-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'-0"0.036 11'-6"11'-1"10'-8"11'-6"RF Fascia 0.018 4' MAX MAX 3' MAX MAX 2' MAX MAX MAX 25 0.018 7'-7"7'-1 "6'-11" 6'-8" 25 0.018 2'-5" 2'-1"1'-10" 1'-8" 25 0.018 5'-11" 5'-6" 5'-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"8'-10" 8'-7" 8'-2"0.024 8'-6" 7'-6"7'-1" 6'-8"0.024 7'-9" 7'-3" 7'-1"6'-10"0.024 8'-3" 7'-9"7'-6" 8'-3"All Others 0.018 4'8' MAD< 3'5'MAX 2' 4 5' MAX 0.032 12'-5" 11'-11" 11'-6"11'-2"0.032 11'-6"11'-1"10'-8" 9'-2"0.032 10'-8" 9'-0"8'-9" 8'-6"0.032 10'-10" 10'-5"8'-10" 10'-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 11'-0"10'-7" 9'-0"8'-9"0.036 11'-6"11'-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'-0"5'-10" 6'-51'3x8 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"6'-8" 6'-4"0.024 7'-3" 7'-1"6'-10" 6'-8"0.024 7'-9" 7'-6"7'-4" 8'-0"All Others 0.024 5'10' MAX 4'7' MAX 2'5' MAX MAX 0.032 11'-6"11'-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 2*6.625 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'-0"8'-9" 8'-6"0.036 10'-8" 9'-5" 9'-2"11'-1"RF Fascia 0.032 7' MAX MAX 5' MAX MAX 3' MAX MAX MAX 40 0.018 6'-9"6'-7" 6'-5"6'-3" 40 0.018 2'-5" 2'-1"1'-10" 1'-8" 40 0.018 5'-3"4'-6" 4'-4" 4'-2" 40 0.018 5'-10" 5'-9"5'-7" 5'-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 7'-4" 7'-2"7'-0" 7'-4"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'-1"7'-11"0.032 8'-7" 8'-5" 8'-2"8'-7" Dble 2x6.625 0.036 7'14' MAX 5'10'15' 3'6' 10' MAX 0.036 11'-7"11'-3" 10'-11" 10'-11"0.036 10'-9"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' 11' MAX 0.024 7'-5" 7'-3"7'-2" 7'-0"0.024 5'-4" 0'-0"0'-0" 0'-0"0.024 6'-1" 6'-0"5'-10" 5'-9"0.024 6'-6" 6'-5"6'-3" 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'-4"0.032 8'-2"8'-0" 7'-10" 7'-9"0.032 7'-7" 7'-5"7'-3" 7'-2"0.032 7'-8"7'-6" 7'-5" 7'-8" 0.036 9'-6"9'-3" 9'-1"8'-11 "0.036 8'-9" 8'-7"8'-5" 8'-3"0.036 7'-10" 7'-8" 7'-6"7'-4'0.036 8'-2" 8'-1"7'-11" 8'-2" ILL t=bK 396 CLUUy *BLEVY.*6UU 1 1 TABLE 4.16 Yage ly-f*#6£4.17 TABLE 4.18 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAE 0.042"xy·"x8" Box Beam (Detail N30)Double 0.042-x3"x8" Beam (Detail N25) TABLE 5.1 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Muttispan Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REQD POST MIN FOOTER £1101 12'POST MIN FOOTER 8' |10 | 12 LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)(FD SLAB (FD TYPE Y Y | g | F (FT)TYPE 'd- .€.d |Id' On) (in) 1 (In) I (in) On) On) On) 1 (In) 90 MPH EXPOSURE B 10 3 22'-8-A 9-1-A 18 23 25 26 15'-10" 8 21 26 28 29 LIVE 3.5 19'-5 A 8·-2" A 18 23 24 25 14'-7- B 22 26 27 29 LOAD 4 17'-0-A 7-5"A 18 22 24 25 13'4' B 22 25 27 28 ONLY 4.5 15'-1· A 6-9- A 18 22 23 25 12'-7- C 23 25 27 28 5 13'-7- A 67 A 19 22 23 24 11'-10- C 23 25 26 28 5.5 12·4- A 50-10" A 19 21 23 24 11'-3- C 23 24 26 27 6 11'4 A 5-5"A 19 21 22 24 100-8- C 24 24 26 27 6.5 10'-5-A 5-1" A 19 21 22 23 10-1- C 24 24 25 27 7 9-E A 4'-10- A 19 20 22 23 9-8-C 24 24 25 26 7.5 9-1.A 4'-6- A 19 20 22 23 9-3- C 24 24 25 26 8 8'-6-A 4'4" A 19 20 21 23 5-10- C 24 24 25 26 8.5 8'-0-A 4'-1" A 19 20 21 22 8'-6- C 25 25 25 26 9 T.6- A 3'-11' A 19 20 21 22 E-3-C 25 25 25 26 9.5 T.2-A 3-9- A 19 19 21 22 7-11- C 25 25 25 25 10 6%9- A 3-r A 19 19 21 22 7-8" C 25 25 25 25 11 67 A 3-3- A 20 20 20 22 7-2 C 25 25 25 25 12 5%8"A 3'-0" A 20 20 20 21 67 C 26 26 26 26 13 5-2"A 2'-10' A 20 20 20 21 6'4 C 26 26 26 26 90 MPH EXPOSURE C or 105 6 PH EXPCSURE 8 10 3 2208-A 8-1- A 19 25 26 28 14'-6- 8 23 28 30 31 LIVE 3.5 19'-5 A T-3- A 20 24 26 27 13'-4- C 24 28 29 31 LOAD 4 17-0- A 6-r A 20 24 25 27 12'-4- C 24 27 29 30 ONLY 4.5 15'4 A 6%0/ A 20 23 25 26 11'-6- C 25 27 28 30 5 13'-r A 5·-6" A 20 23 24 26 10'-9- C 25 26 28 29 5.5 12'-4-A 5-2- A 20 23 24 25 107 C 25 26 28 29 6 11'-4-A 4-9- A 20 22 24 25 9'-8- C 26 26 27 29 6.5 10'-5-A 4'-6- A 20 22 23 25 97 C 26 26 27 28 7 9-r A 47 A 21 22 23 25 8-9- C 26 26 27 28 7.5 9'-1 A 4·« A 21 21 23 24 8'=4- C 26 26 26 28 8 8%6-A 3-9" A 21 21 23 24 84- C 27 27 27 28 8.5 8'-0-A 37 A 21 21 22 24 TE C 27 27 27 27 9 7-6" A 3'-5"A 21 21 22 24 7-4-C 27 27 27 27 9.5 7-2 A 3-3· A 21 21 22 23 7'-1-C 27 27 27 27 10 6%9"A 3'-1· A 21 21 22 23 6-10- C 27 27 27 27 11 6-2"A 7-10· A 21 21 22 23 6·-5" C 27 27 27 27 12 5%8"A 2-TA 21 21 21 23 64 C 28 28 28 28 13 5'-2"A 2'-5· A 21 21 21 22 5'-8 C 28 28 28 28 90 MPH EXPOSURE B Double C.0401"x6.625- Beam (Detail N25) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH GROUND POST MIN FOOTER 8' |10 | 12 SNOW SPACING POST SIZE CONSTRAINED FOOTER LOAD (FT)TYPE Y V | Y | Y (PSF) (In) (In) I (In) I (in) 14'-3- 8 21 25 26 28 30 13'-1- 8 21 24 26 27 127 8 22 24 25 27 11'-5- B 22 24 25 26 10 9- B 22 23 25 26 10 2- 8 23 23 25 26 9·-8-C 23 23 24 26 9'-3-C 23 23 24 25 8'-10 C 23 23 24 25 8'€ C 24 24 24 25 8'-2- C 24 24 24 25 T-10- C 24 24 24 25 T-T C 24 24 24 24 T.4- C 24 24 24 24 T-1-C 24 24 24 24 67 C 25 25 25 25 30 6'-4" C 25 25 25 25 6-0" C 25 25 25 25 13'-1- B 23 27 28 30 12'-0 B 23 26 28 29 11'-2- B 24 26 27 29 100-5- C 24 25 27 28 9'-10-C 24 25 27 28 9-3-C 25 25 26 28 8'-10- C 25 25 26 27 8'-5-C 25 25 26 27 8'4 C 25 25 25 27 T-8-C 26 26 26 27 7.5" C 26 26 26 26 701- C 26 26 26 26 40 6'-10- C 26 26 26 26 6%7" C 26 26 26 26 6'-5- C 27 27 27 27 6-0- C 27 27 27 27 5-8- C 27 27 27 27 5%4- C 27 27 27 27 0.042"xi"x8" Box Bear 1 (Detail N30) TABLE 5.1 Attached Freestanding or Structure Multispan Units TRIB POST POST MAX MAX POST LENGTH WIDTH SPACING REQ'D POST MIN FOOTER 8' |10 | 17 (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER (FT)SLAB (FT)TYPE -dr .B | .cr .€ On) (In) 1 (In) On) 90 MPH EXPOSUFE B 3 9'-6"A 6'-5" A 16 22 23 24 3.5 8-2- A 59 A 16 21 23 24 4 7-1" A 5-2" A 16 21 22 23 4.5 64 A 4'J A 16 20 22 23 5 518 A 4-3- A 16 20 21 23 5.5 5-2 A 4'* A 1720 21 22 6 4-9" A 3'€ A 17 19 21 22 6.5 4'-4" A 3-5- A 17 19 21 22 7 4'-1- A 37 A 17 19 20 22 7.5 3'-9- A 34- A 17 19 20 21 8 3-6-A 2-10- A 17 19 20 21 8.5 34 A 7-8- A 17 18 20 21 9 3'-2 A 27 A 17 18 20 21 9.5 34 A 7-5- A 17 18 19 21 90 MPH EXPOSUFE C or 105 6 PH EXP)SURE B 3 9-6" A 5-9 A 17 23 25 26 3.5 8·-2- A 5-1- A 17 22 24 25 4 701"A 47 A 18 22 24 25 4.5 64 A 47 A 18 22 23 24 5 5'-8" A 3-9 A 18 21 23 24 5.5 5-2" A 3'-6" A 18 21 22 24 6 4'-9" A 37 A 18 21 22 23 6.5 4'-4- A 34 A 18 20 22 23 7 4'-1-A 2'-10- A 18 20 22 23 7.5 3-7 A 7-8- A 18 20 21 23 8 3'4 A 24" A 18 20 21 23 8.5 3-4- A 7-4- A 18 20 21 22 9 3-2-A 2-3- A 18 19 21 22 9.5 3'-0-A 2'-1" A 18 19 21 22 90 MPH EXPOSUFE C or 105 6 PH EXP)SURE 8 3 7%2" A 57 A 16 22 24 25 3.5 6'-2 A 4'-5 A 17 22 23 25 4 5'-5"A 3'-11" A 17 21 23 24 4.5 4'-9" A 3'-r A 17 21 22 24 5 4'-4" A 3'-3" A 17 21 22 23 5.5 3'-11" A 3'-O" A 17 20 22 23 6 3'-T A 2-9' A 17 20 22 23 6.5 3'-4"A 27 A 17 20 21 23 Double 0.042-x3"x8" Beam (Detail 1425) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |19 | 12 SPACING POST SIZE CONSTRAINED FOOTEF (FT)TYPE -d--d (in) (In) 1 (In) (In) 12'-2- C 20 25 26 28 11'-1- C 20 24 26 27 10'-3-C 20 24 25 27 9'-6-C 21 23 25 26 8-10- C 21 23 25 26 5-4-C 21 23 24 26 T-10" C 21 23 24 25 T.5-C 22 22 24 25 r-1-C 22 22 23 25 C 22 22 23 25 6-5-C 22 22 23 24 6'-2- C 22 22 23 24 5'-11-C 22 22 23 24 5-8- C 22 22 22 24 11'-1-C 21 26 28 30 10'-1-C 22 26 28 29 9-4-C 22 25 27 29 87 C 23 25 27 28 5-0-C 23 25 26 28 TE- C 23 24 26 27 7-1-C 23 24 26 27 6-8- C 23 24 25 27 6'-4-C 24 24 25 26 6-0- C 24 24 25 26 59 0 24 24 25 26 54" C 24 24 24 26 5'-3"C 24 24 24 25 5'-0- C 24 24 24 25 104" C 21 26 28 29 9.1"C 21 25 27 28 8'-4"C 21 25 26 28 T-8 C 22 24 26 27 T-2"C 22 24 26 27 6'-8"C 22 24 25 27 6'-3"C 22 23 25 26 5-11'C 22 23 25 26 Double 1.040"xrx6.6.5" Beam (Detail N25 Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |10 | 12 SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE ·d·1 | .d. | .8 (in) On)On) 1 (In) 11'-0-B 19 23 25 26 10'-1-C 19 23 24 26 94„C 20 23 24 25 8'-8 C 20 22 24 25 8'-2"C 20 22 23 25 T« C 21 22 23 24 T-y C 21 21 23 24 6'-11-C 21 21 23 24 6'7 C 21 21 22 24 6-3-C 21 21 22 23 6'-0- C 22 22 22 23 5'-9- C 22 22 22 23 5-7- c 22 22 22 23 5-4-C 22 22 22 23 10'-1-B 21 25 27 28 9-3" C 21 25 26 28 8'€ C 22 24 26 27 7-11-C 22 24 25 27 7-5" C 22 24 25 26 1-0- C 22 23 25 26 67 C 23 23 24 26 6-3-C 23 23 24 26 5-11-C 23 23 24 25 5'-8" C 23 23 24 25 5'-5-C 23 23 24 25 57 C 24 24 24 25 5-0- C 24 24 24 25 4-10" C 24 24 24 24 9-2- C 20 25 26 28 5-4- C 20 24 26 27 N" C 21 24 25 27 7-2-C 21 23 25 26 6'-8"C 21 23 25 26 6'-3"C 22 23 24 26 5'-11"C 22 22 24 25 57 C 22 22 24 25 20 3 11'-10"A 7-0- A 16 22 23 25 13'-0- 8 20 25 27 28 11'-9- 8 19 24 25 27 LIVE 3.5 10'-2 A 6'-3- A 17 21 23 24 11·+10" C 20 25 26 28 10'-9- B 20 23 25 26 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 26 ONLY 4.5 T-11 A 5'-r A 17 21 22 23 10-2- C 21 24 25 27 9'4" C 21 23 24 25 5 7-1-A 4-9- A 17 20 22 23 9-6" C 21 24 25 26 8-9- C 21 22 24 25 5.5 6'-5"A 4·-4- A 17 20 21 23 54' C 22 23 25 26 8·-3- C 21 22 23 25 6 5'-11'A 4·-1- A 17 20 21 22 8'€ C 22 23 24 26 T-10-C 21 22 23 24 6.5 5'-5-A 3-9- A 17 19 21 22 8'-0" C 22 23 24 25 r-5- C 22 22 23 24 7 5-1.A 3-7" A 17 19 21 22 7-8" C 22 22 24 25 r-1- C 22 22 23 24 7.5 A 314"A 17 19 20 22 7-3" C 22 22 24 25 6-9- C 22 22 23 24 8 4'-5-A 37 A 17 19 20 21 74" C 23 23 23 25 6%6- C 22 22 22 24 8.5 4'-2"A 3-0" A 17 19 20 21 6-8-C 23 23 23 24 67 C 22 22 22 23 9 3'-11'A 2-10- A 17 19 20 21 6-5 C 23 23 23 24 64 C 22 22 22 23 9.5 3'-9"A 2'-8" A 18 18 20 21 6'-2-C 23 23 23 24 5-9" C 10 3'4 A 2-7" A 18 18 20 21 5-11-C 23 23 23 24 57 C 11 37 A 2'4 A 18 18 19 21 5'4 C 23 23 23 24 5-3" C 12 2'-11'A 2'-2" A 18 18 19 20 57 C 23 23 23 23 4'-11- C 13 2'-8"A 7-0" A 18 18 19 20 4'-10- C 24 24 24 24 47 C 7 3'-1" A 2-5- A 17 20 21 22 57 C 23 23 24 26 54" C 22 22 23 25 7.5 2'-10" A 2-3- A 17 19 21 22 5-3" C 23 23 24 26 5%0"C 22 22 23 25 8 7-8"A 2-1- A 17 19 21 22 5-0-C 23 23 24 25 4'-10 C 22 22 23 24 8.5 7-6- A 7% A 17 19 21 22 4·-9- C 23 23 24 25 4·7 C 23 23 23 24 9 2·-4"A 1-11- A 17 19 20 22 4·-r C 23 23 24 25 23 24 90 MPH EXPOSUFE B 3 702" A 9-7 A 15 21 22 24 19-10• C 19 24 26 27 ./**4 3.5 6'-2"A 4'-11- A 15 20 22 23 9-10" C 19 24 25 <>091. i M,lb<©iAL 3 -1 i LiU_ 3 i E E st C "9 419Rli) 20 4%=9* 212&6 .6/40/601Y /7 20 22 24 |25 11 l \1\1 1 1 6612&*92£/ e.$.71 J*"99.AIRE**1*C,/1 40 23 23 23 23 23 23 23 23 7 23 23 23 23 ff ky--4 23 23 23 23 23 23 | 0 (r.61 VTA, 1 21" 1 0 010? 14 19 IVIL /44 OF POTDIF L -LT 20 2011Ir@])1 NOV 5 2012 ICC ESR 1398 (2009 IBC) 10/11/2011 4 . Page 20 of 60 D/res 9/30110 SOLID COVER 5.0 POST SPACINGS FOR PAHO AND COMMERCIAL COVERS IN 90 MPH WIND AREAE 0.042"x3"x8" Box Beam (Detail N30)Double,1.042"x3"x8" Beam (Detail N25)Double (.040"x2"x6.625" Beam (Detail N25) TABLE 5.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Multispan Units . GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAO< POST LENGTH GROUND SNOW WIDTH SPACING REQ'D POST MIN FOOTER 8' |10 | 12'POST MIN FOOTER 8 |10 | 12'POST MIN FOOTER 8'1 W 1 17 SNOW LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST StZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER LOAD (PSF)(FT)SLAB (Fn TYPE d d· I 'd' 1 *d"(FT)TYPE ·d·-d- | .d | /£(FT)TYPE ·d·4 | -d- | 4 (PSF) (In) (In)(in) I M (in) (in) I on) I (In)(in) (In)(in) 1 (In) 90 MPH EXPOSURE C or 105 4 PH EXPCSURE 8 20 3 11'-10" A 6'-5" A 18 24 25 26 12'-2= C 22 27 29 30 11'4 8 21 26 27 29 60 LIVE 3.5 10'-2-A 5-9- A 18 23 25 26 11-1- 0 23 26 28 30 10'-1- C 22 25 27 28 LOAD 4 8'-11·A 57 A 18 23 24 25 10'-3- C 23 26 28 29 94-C 22 25 26 28 ONLY 4.5 7'-11-A 4'-8- A 18 22 24 25 9'-6- C 23 26 27 29 848- C 23 24 26 27 5 7'-1"A 4'-3" A 19 22 23 25 8'-10- C 24 25 27 28 87 C 23 24 26 27 5.5 6'-5-A 4·-0" A 19 21 23 24 8'-4-C 24 25 26 28 74 C 23 24 25 27 6 5'-11'A 3-8" A 19 21 23 24 7-10- C 24 25 26 28 7-3 C 23 23 25 26 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 26 7 5-1 A 37 A 19 21 22 23 7-1 C 24 24 26 27 6'-r C 24 24 24 26 7.5 4·.9"A 3'-0" A 19 20 22 23 6'-9" C 25 25 25 27 6'-3 C 24 24 24 26 8 4'-5"A 2'-10- A 19 20 22 23 6'-5" C 25 25 25 26 6%0- C 24 24 24 25 8.5 4'-27 A 2'-8- A 19 20 21 23 6'-2 C 25 25 25 26 5'-9- C 24 24 24 25 9 3'-11'A 27 A 19 20 21 23 5·-11· C 25 25 25 26 57 C 25 25 25 25 9.5 3-9-A 2-5- A 19 20 21 22 5'-8- C 25 25 25 26 5-4-C 25 25 25 25 60 10 3-6-A 74" A 19 19 21 22 5-5" C 25 25 25 26 57 C 25 25 25 25 11 37 A 74" A 19 19 21 22 9-0- C 25 25 25 25 4'-10*C 25 25 25 25 90 MPH EXPOSURE B 0.042"xy"x8" Box Bean (Detail 1430) TABLE 5.1 Attached Freestanding or Structure Multispan Units TRIB POST POST MAX MAX POST LENGTH WIDTH SPACING REQ'D POST MIN FOOTER 8' |19 | 12 (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER (FT)SlAB (FT)TYPE ·d -d | ." .€ (in) (In) 1 On) 1 (in) 90 MPH EXPOSURE 8 3 4'-10" A 4'-1- A 14 20 21 22 3.5 4'-2"A 3'-r A 14 19 21 22 4 3'-7-A 3-2- A 14 19 20 22 4.5 3'-2"A 7-11 A 14 19 20 21 5 2'-11" A 2'-r A 14 18 20 21 5.5 2-r A 2-5" A 14 18 19 21 6 2'-5» A 2'-3" A 14 18 19 20 6.5 27 A 2·-1" A 14 18 19 20 7 2'-1" A 1'-11"A 14 17 19 20 7.5 1'-11"A 1'-10" A 14 17 19 20 8 1'-9" A 1'-8" A 14 17 18 20 8.5 1'-8" A 1'-7- A 14 17 18 20 90 MPH EXPOSUFE C or 105 N PH EXP)SURE 8 3 4-10- A 4-1" A 15 22 23 24 3.5 4'-2"A 37 A 16 21 23 24 4 37 A 3-2" A 16 21 22 23 4.5 3'-2 A 2'41 A 16 20 22 23 Double 0.042"x3"x8" Beam (Detail N25) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' | 10' | 12 SPACING POST SIZE CONSTRAINED FOOTEF (FT)TYPE V Y Y d M (In) (In) I (in) 87 C 17 23 24 26 7-9" C 18 22 24 25 74" C 18 22 23 25 6'-6"C 18 22 23 24 6-0' C 18 21 23 24 57 C 19 21 22 24 5%3" C 19 21 22 23 4'dll C 19 20 22 23 4'-7" C 19 20 22 23 4%4" C 19 20 21 23 4'-2" C 19 20 21 22 3%11"C 19 20 21 22 8·-r C 20 25 27 28 7-90 C 20 24 26 27 7·-1"C 20 24 26 27 6'-6" 0 20 24 25 27 Double ).040"x2"£615" Beam (Detail N25 Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |19 | 12 SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE '1· 'd· -d- | 'd" on) (in)MIM 7'-11" C 17 7-T'C 17 6·-7" C 18 6'-1 C 18 5-8- C 18 5'-3" C 18 5'-0" C 18 4'-8" C 19 4'-5" C 19 4'-2" C 19 4'-0" C 19 3'-10" C 19 T-11"C 19 7'-2" C 19 67 0 20 6'-1"C 20 25 3 11'4· , A 74" A 16 22 23 25 13'-0" 3.5 9'-8"A 67 A 17 21 23 24 11'-10" 4 8'-6 A 5-8- A 17 21 22 24 10'-11" 4.5 T€A 5-2- A 17 21 22 23 100-2- 5 6-9 A 4'-9- A 17 20 22 23 9'T 5.5 6/A 4·-4- A 17 20 21 23 9'4 6 5'-8-A 4'-1" A 17 20 21 22 8'-6- 6.5 5'-2-A 3'-9· A 17 19 21 22 8-0- 7 4'-10-A 3, A 17 19 21 22 1-8 7.5 4'-6"A 3'-4" A 17 19 20 22 Ta- 8 4'-3"A 3-2- A 17 19 20 21 7-0- 8.5 4'4 A 3'-0" A 17 19 20 21 6'-8- 9 3-9-A 2'-10' A 17 19 20 21 6'-5 9.5 37 A 7-8- A 18 18 20 21 6-2 90 MPH EXPOSURE C or 105 & PH EXPCSURE B 25 3 11'4 A 6-2" A 18 23 25 26 11-9 3.5 9 -8-A 5'-6" A 18 23 24 26 10'-9' 4 8.-6.-, A 4011' A 18 22 24 25 9'-11- 4.5 7-6".i A 4'€ A 18 22 23 25 9-2- 5 67 A 4'-1" A 18 22 23 24 87 5.5 5/A 3-9" A 18 21 23 24 84- 6 5%8-A 3-6- A 18 21 22 24 7-7- 6.5 5'-2 A 3-3- A 18 21 22 24 T.T 7 4410-A 3-1- A 19 20 22 23 6-10- 7.5 4'-6" A 2'+11- A 19 20 22 23 6-6 8 4-3 A 2-9" A 1920 21 23 6-2 8.5 40"A 2'-7- ·A 19 20 21 23 5-11' 9 3-90 A 2'-5" A 19 20 21 22 548" 9.5 3-7-A 74" A 19 19 21 22 5-5 10 3'-4-A 2'-3- A 19 19 21 22 5·-r GENERAL INSTRUCnONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.1 ICC ESR 1398 (2009 IBC) 10/11/2011 22 23 25 21 23 24 21 22 24 21 22 23 20 22 23 20 22 23 20 21 23 20 21 22 19 21 22 19 21 22 19 20 22 19 20 22 24 25 27 23 25 26 23 24 26 23 24 25 22 24 25 22 23 25 22 23 25 21 23 24 21.23 24 99-OVESS/04/1 8.. 9 E P 6/ C 20 25 27 28 1109' 8 19 24 25 27 5 2'-11" A 27 A 16 20 21 23 6-0" 0 21 23 25 26 548" C 20 C 20 25 26 28 109 8 20 23 25 26 5.5 A 2'-5 A 16 20 21 22 5'-7" 0 21 23 24 26 5'-3" C 20 C 21 24 26 27 9-11- C 20 23 24 26 6 295" A 7-3 A 16 19 21 22 5'-3" D 21 23 24 25 54» C 21 C 21 24 25 27 9-4 C 21 23 24 25 6.5 2-T A 2'-1 A 16 19 21 22 4-11" D 21 22 24 25 4'-8- C 21 C 21 24 25 26 8-9 C 21 22 24 25 7 201"A 1-11- A 16 19 20 22 4-7- D 21 22 24 25 4'-5 C 21 C 22 23 25 26 87 C 21 22 23 25 C 22 23 24 26 7-10- C 21 22 23 24 OVER-TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES C 22 23 24 25 T€ C 22 22 23 24 HANG PROJECTION OF SINGLE SPAN STUCTURES (FT) C 22 22 24 25 T-1"C 22 22 23 24 (FT) 6'7 8 9 10 11'12+ 13' 14' 15' 16'17 18'19' 20'21'22' C 22 22 24 25 6-9" C 22 22 23 24 0'3' 3.5'4' 4.5'5, 5.5 6' 6.5 T 7.5'8' 8.5' 9'9.5' 10' 10.5'11' C 23 23 23 25 6'-6- C 22 22 22 24 1 3.5 4 4.5 5 5.5 6'6.5'T 7.5 8' 8.5' 9 9.5' 10' 10.5 11'11.5' C 23 23 23 24 67 C 22 22 22 23 2 nla Ila nia 5.5 0 6.5, T 7.5' 8'8.5'9' 9.5 10'10.5'11'11.5' 12 C 23 23 23 24 67 C 22 22 22 23 3 Wa nla nia rda nia Wa rda 8'8.5'9' 9.5 10 10.5 11'11.5' 12' 12.5' C 23 23 23 24 5-9- C 23 23 23 23 4'Wa .la nia rda nia nia rda nia Wa rda n/a 10.5'11'11.5'17 12.5' 13'i C 22 27 28 30 10%8· 8 21 25 27 28 TABLE 5.3 Post Requirements TABLE 5.4 Post Requirements for B Footing Height Code Detail# 1 C 22 26 28 29 9-9.C 22 25 26 28 for Attached Single Span Structures Freestanding Structures or Multispan Attached Structures C 23 26 27 29 94- C 22 24 26 27 Post DeSCription Max POST Detail Post Description Maximum Max POST 1- C 23 25 27 28 8'-5-C 22 24 26 29 Hgt Code C 23 25 27 28 7-11- C 23 24 25 27 Twin 0.062™1.5"<1.5- Scroll 9' A AC 0.041"x3"xy Steel Clover d= 20" 9'B N11, Atft C 24 25 26 28 T-5-C 23 24 25 26 0.042"*3"x8" Aluminum Post 11'B 1430 0.041»xyxy Steel Clover d= 21" 8'B Nll, C 24 24, 26 27 7·-0- C 23 23 25 26 0.024"Post with Sideplates 12'B N16.[K 3/16"x3"xy Steel Square d= 28"12'C N17, C 24 24 26 27 6'-8- C 23 23 25 26 Clover 0.030™3-x3- Alum 11'B Nll.AH 3/16"x3"x3" Steel Square d= 28" 8'D N17, C 24 24 25 27 6'-4-C 24 24 24 26 Clover 0.040-x3-xy Alum 12'B Nll,AH 1/4""xyx3" Steel Square d= 28"12'D N17, Ae/ C 24 24 25 27 6·-1· C 24 24 24 25 Colonial 0.062" Extruded 12'C AE 3/16-x4"*4" Steel Square d= 28"12'E N17, AG C 24 24 25 26 5-10- C 24 24 24 25 0.041 "x3"x3" Steel Glover 12'D Nll.AH 1/2"x4-x4" Steel Square d= 37"12'D N17, AG C 25 25 25 26 5·-7" C 24 24 24 25 0.041'x3"x3" Steel Clover 8'E Nll,AH 1/2"x4-x4" Steel Square d= 31" 15' D N17, AG C 25 25 25 26 5·4· C 24 24 24 25 3/16"x30<3" Steel Square 15'H N17, AG C 25 25 25 26 5'-2- C 24 24 24 25 1/4"xh3" Steel Square 15'I N 17, AG C 25 25 25 25 5·-0- C 24 24 24 25 3/16"x£-x4" Steel Square 15'J N17, AG 1/2 x4 x44- Steel Square 15'K N17, AG 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.1 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 5208 Tennyson Parkway 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Plano, Texas 75024 10. USE THE APPROPRIATE DETAILS (Nl-N35 or A-BM)Carl Putnam, P. E. FOR PATIO St-ABS FOLLOW 1 -6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.1 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cariputnam@comcast.net SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 21 of 60 NOV 5 2012 OFESS/ON Q 0#L r < 44 9 f-Co,- 20 0 9/?ed ¢ ONA U ·S' S ·Dires 4/3012 OCT eG\NEER. Epl 1 0 CI r Ivt \1 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAE 5.5" Extruded Fascia (Cetail L)California Extruded FaE :ia (Detail G) TABLE 5.5 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REQD POST MIN FOOTER 8' |10 | 12 POST MIN FOOTER 8' |19 | 12 LOAD (Fr)ON SIAB FOR SPACING POST SIZEE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)(FT)SLAB (FT)TYPE -d-(FT)TYPE ·d·.B | Nf On) On) I (In) I (In) On) On) On) I On) 90 MPH EXPOSURE 8 10 3 22'-8·A 11-5- A 19 20 21 23 12'4 A 20 20 21 22 LIVE 3.5 19'-5 A 11'€ A 20 20 21 22 11-5- A 20 20 20 22 LOAD 4 17'-0-A 10'-8- 8 21 21 21 22 10'-11" B 21 21 21 21 ONLY 4.5 15'-1-A 10'-4- 8 21 21 21 22 10-4- B 21 21 21 21 5 13'-r A 10-1- 8 22 22 22 22 9-9- B 22 22 22 22 5.5 12'-4-A 5-10- 8 22 22 22 22 9-3- B 22 22 22 22 6 11'-4-A 9'-6-C 23 23 23 23 8'-10- B 22 22 22 22 6.5 10'-5-A 9-1-C 23 23 23 23 8'-5" B 22 22 22 22 7 94"A 8-9-C 23 23 23 23 8'-1 -C 23 23 23 23 7.5 9.1 A 8'-5-C 24 24 24 24 7-9" C 23 23 23 23 8 E-e A 8-1-C 24 24 24 24 74" C 23 23 23 23 8.5 E-7 A 7-10- C 24 24 24 24 7-3- C 23 23 23 23 9 Te A 7-6- C 24 24 24 24 7-0- C 24 24 24 24 9.5 T-T A 7-4-C 24 24 24 24 6%9" C 24 24 24 24 10 6 9 A T-1-C 24 24 24 24 6'-r C 24 24 24 24 11 6'-2 A 648-C 25 25 25 25 6'-3" C 24 24 24 24 12 5'-8-A 6'-4- C 25 25 25 25 5-11- C 25 25 25 25 13 57 A 6'-1-C 25 25 25 25 57 C 25 25 25 25 90 MPH EXPOSURE C or 105 N PH EXPCSURE B 10 3 27-8 A 107 A 21 21 23 24 11'-4- A 22 22 22 24 LIVE 35 19-5 A 19-2- 8 22 22 23 24 10-9- 8 22 22 22 23 LOAD 4 1 r-0'A 9-10- 8 23 23 23 24 10-2· B 23 23 23 23 ONLY 4.5 15'-1'A 9-7- 8 23 23 23 24 9%6" 8 23 23 23 23 5 13'-7-A 9'-4-C 24 24 24 24 8011· B 24 24 24 24 5.5 12%4"A 9'-1-C 25 25 25 25 8'-6"C 24 24 24 24 6 11'-T A 8'-8- C 25 25 25 25 8'-1 C 24 24 24 24 6.5 100-5-A 84- C 25 25 25 25 7-9- C 25 25 25 25 7 94 A £4- C 25 25 25 25 T-5 C 25 25 25 25 7.5 9-1"A T-8- C 26 26 26 26 7-1-C 25 25 25 25 8 E€A 7-4-C 26 26 26 26 6-10- C 25 25 25 25 8.5 E-7 A T-1-C 26 26 26 26 67 C 25 25 25 25 9 74 A 6-10- C 26 26 26 26 6-5" C 26 26 26 26 9.5 T-7 A 6'-8-C 26 26 26 26 602 C 26 26 26 26 10 6'-9 A 6'-5-C 27 27 27 27 6'-0- C 26 26 26 26 11 6'-2 A 6'-1-C 27 27 27 27 9-8- C 26 26 26 26 12 5'4 A 5-9- C 27 27 27 27 5'4- C 27 27 27 27 13 5'-2"A 5'-6- C 28 28 28 28 9-1"C 27 27 27 27 90 MPH EXPOSURE B 20 3 11'-10 A 11'-0- 8 19 20 21 22 10-7-B 19 19 20 21 LIVE 3.5 10·-2'A 10'-5- 8 20 20 21 22 9'-9" B 19 19 20 21 LOAD 4 8·-11-A 9-9- B 20 20 21 22 94" B 20 20 20 21 ONLY 4.5 T+11-A 9-2- C 20 20 20 22 8'-6" 8 20 20 20 21 5 7-1"A 8'-7- C 21 21 21 22 8'-0- C 20 20 20 20 0.041"x3"*3" Steel Cloverleaf (Detail W) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH GROUND POST MIN FOOTER 8' |1(y | 17 SNOW SPACING POST SIZE CONSTRAINED FOOTER LOAD (FT)TYPE Y 4 -d» (PSF) (in) (In) (in) On) 10 9- A 19 21 22 23 30 9'-10- A 19 20 22 23 9-1- A 20 20 21 23 8'-6- A 20 20 21 22 T-11- A 20 20 21 22 7-5- A 20 20 21 22 T-1 B 21 21 21 22 6'-8" B 21 21 21 21 6-5- 8 21 21 21 21 6-1- 8 21 21 21 21 5'-10- 8 21 21 21 21 57 8 21 21 21 21 5-5- 8 22 22 22 22 57 8 22 22 22 22 5'-0" 8 22 22 22 22 4'-8" B 22 22 22 22 30 4-5-B 22 22 22 22 4-2- 8 22 22 22 22 9-10- A 21 22 24 25 94- A 21 22 23 25 8-3- A 21 21 23 24 T€ 8 22 22 23 24 7'-2" B 22 22 22 24 6-9" B 22 22 22 23 E-4" 8 22 22 22 23 6*-0- B 23 23 23 23 5-9- B 23 23 23 23 5'-6- B 23 23 23 23 5-3- B 23 23 23 23 5'-0" B 23 23 23 23 40 4'-10-B 23 23 23 23 4-8- B 24 24 24 24 44- B 24 24 24 24 47 C 24 24 24 24 3'-11 C 24 24 24 24 3'-9- C 24 24 24 24 8'-9- A 18 20 21 22 7'-11" A 18 19 21 22 1-3- A 18 19 21 22 0-9- B 18 19 20 22 6'-3-B 19 19 20 21 5.5" Extruded Fascia (Detail L) TABLE 5.5 Attached Freestanding or Structure Multispan Units TRIB POST POST MAX MAD< POST LENGTH WIDTH SPACING REQU POST MIN FOOTER 8' | 10' | 12' (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER (FT)SLAB (FT)TYPE Y .(f | .< .€ (In) On) I on) I (In) 90 MPH EXPOSUFE B 3 9-6-A 10-7- B 19 20 21 22 3.5 8-2-A 9'-11"C 19 19 21 22 4 7-1- A 9-2- c 20 20 20 22 4.5 5-4.A 87 C 20 20 20 21 5 9-8 A 8'-1- C 20 20 20 21 5.5 5-2- A 7-8-C 21 21 21 21 6 4-9- A Ly C 21 21 21 21 6.5 4'-4"A 6-11" C 21 21 21 21 7 4'-1 A 67 C 21 21 21 21 7.5 3-9 A 64- C 21 21 21 21 8 3'€ A 6-1- C 22 22 22 22 8.5 3'-4-A 5-10- C 22 22 22 22 9 3-2- A 9-8- C 22 22 22 22 9.5 3'-0- A 5-6- C 22 22 22 22 90 MPH EXPOSURE C or 105 6 PH EXP)SURE B 3 9-6-A 9-11- B 21 21 23 24 3.5 8-2- A 9.1-C 21 21 22 24 4 7'-1' A 5-5-C 21 21 22 23 4.5 6-4-A 7-10- C 22 22 22 23 5 5-8- A 7-5- C 22 22 22 23 5.5 5'-2- A 7-0" C 22 22 22 23 6 4'-9- A 6'€ C 23 23 23 23 6.5 4'-4- A 6'4 C 23 23 23 23 7 4'-1- A 6'-0"C 23 23 23 23 7.5 3'-9" A 5-9" C 23 23 23 23 8 3'€ A 57 C 24 24 24 24 8.5 3'-4- A 5-4" C 24 24 24 24 9 3-2- A 5-2- C 24 24 24 24 9.5 3'-0- A 54" C 24 24 24 24 90 MPH EXPOSUFE C or 105 4 PH EXP)SURE B 3 7-2" A 9'-0.C 20 21 22 24 3.5 6-2 A E-3- C 20 20 22 23 4 5'-5- A r-8- C 21 21 22 23 4.5 4'-9- A 701-C 21 21 21 23 5 4'-4- A 6-8- C 21 21 21 23 5.5 3-11- A 5-4-C 22 22 22 22 6 37 A 6-0- C 22 22 22 22 6.5 3-4- A 5'-8 C 22 22 22 22 7 3'-1" A 5'-5- C 22 22 22 22 75 2'-10" A 5'-2-C 23 23 23 23 8 7-8- A 5'-0-C 23 23 23 23 8.5 2·.6-A 4-10- C 23 23 23 23 9 2'-4" A 4'-7- C 23 23 23 23 Californ,a Extruded Fascia (Detail G) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER / 1 100 | 17 SPACING POST SIZE CONSTRAINED FOOTEF (FT)TYPE ·cr d | 9 | 7 (In) On) I On) 1 (In) 10-0- 8 18 19 20 21 9.2-8 19 19 20 21 8-6- 8 19 19 19 21 C 20 20 20 20 r€ C 20 20 20 20 T-1- C 20 20 20 20 5-9- C 20 20 20 20 6-5-C 21 21 21 21 6-2- C 21 21 21 21 5-11-C 21 21 21 21 5'-8- C 21 21 21 21 54- C 21 21 21 21 9-3- C 21 21 21 21 5-1-C 22 22 22 22 9-2.B 20 20 21 23 8'-5-B 21 21 21 22 7-10- C 21 21 21 22 74- C 21 21 21 22 6+11- C 22 22 22 22 C 22 22 22 22 67 C 22 22 22 22 5'-11"C 22 22 22 22 5'-7" C 23 23 23 23 5-5"C 23 23 23 23 5'-2- C 23 23 23 23 5-0- C 23 23 23 23 4-10- C 23 23 23 23 4'-8- C 24 24 24 24 84" 8 19 20 21 22 T€ C 20 20 21 22 r-1- C 20 20 21 22 6-7- C 21 21 21 22 6-3-C 21 21 21 22 5-10- C 21 21 21 21 57 C 21 21 21 21 54-C 22 22 22 22 5'-1-C 22 22 22 22 4%10' C 22 22 22 22 4'-8-C 22 22 22 22 4'-6- C 22 22 22 22 4'-4"C 23 23 23 23 0.041"x3"x3" Steel Clc verleaf (Detail W) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8'1 W 1 12' SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE ··.B | .d- |Id' (In)(In) I On) I On) 8'-1" A 17 20 21 22 T-4-B 17 19 21 22 69 8 18 19 20 22 6'-3"B 18 19 20 21 5'-10- B 18 18 20 21 54" B 18 18 20 21 5'-2"B 19 19 19 21 4'-11" B 19 19 19 20 4'-8" B 19 19 19 20 4'-5-B 19 19 19 20 4'-3 8 19 19 19 20 4'-0- C 19 19 19 20 3'-10- C 19 19 19 20 3'-9-C 19 19 19 20 7'-5 A 19 21 22 24 6-8- 8 19 21 22 23 67 8 19 20 22 23 5-8" 8 20 20 21 23 57 8 20 20 21 23 4-11- 8 20 20 21 22 4%8" 8 20 20 21 22 4-5- 8 20 20 21 22 4'-2-8 21 21 21 22 4'-0" B 21 21 21 22 3-9- C 21 21 21 22 3-r C 21 21 21 21 3'-6" C 21 21 21 21 3'-4"C 21 21 21 21 6'7 8 18 21 22 23 6'-0" B 18 20 22 23 5'-6" B 19 20 21 23 5'-1" B 19 20 21 22 4'-8 8 19 19 21 22 4'-5 B 19 19 21 22 4'-1"8 19 19 20 22 Dll-B 20 20 20 22 3'-8"C 20 20 20 22 34" C 20 20 20 21 3'-4- C 20 20 20 21 3'-2- C 20 20 20 21 20 21 5.5 6'-5"A 8-2- C 21 21 21 21 7-7 C 21 21 21 21 5·-11- B 19 19 20 21 90 MPH EXPOSUEE 8 /522142'44.6 5'-11"A 7-9- C 21 21 21 21 7-2" C 21 21 21 21 57 8 19 19 20 21 40 3 T.2 A 98" C 18 19 21 22 9-0" 8 18 18 20 21 ./(<;0, pnb„iG 1 6.5 5'-5"A 7-5" C 22 22 22 22 6'-11- C 21 21 21 21 57 8 19 19 19 21 3.5 6'-2"C 19 19 20 22 8'-3" C 18 18 19 20,pu \ trq····4·7 5'-1"A T-1" C 22 22 22 22 6'7 C 21 21 21 21 50" 8 19 19 19 21 4 5-5 C 19 19 20 21 T-8"C 18 18 19 y a 1\ *\12\7.5 4'-9 A 5-10' C 22 22 22 22 64 C 21 21 21 21 4-9- B 20 20 20 20 4.5 *i.l-2 19 19 20 21 T-1 C 19 19 8 40-5-A 5-6" C 22 22 22 22 6'-1 C 22 22 22 22 4'-7- B 20 20 20 20 r 93&9U 6.I2-, 20 01 6%8· C 19 19 (6 < 6411 391 4 18.5 4'-2"A 6-4- C 22 22 22 22 5'-10- C 22 22 22 22 4'-5- 8 20 20 20 20 19 19 19 |20 | I 1 | 9 3'-11 A 6'-1- C 22 22 22 22 5-8- C 22 22 22 22 4%2- B 20 20 20 20 9.5 3-7 A 5'-11- C 23 23 23 23 5·€ C 22 22 22 22 4'-1" B 20 20 20 20 42>14-EL. c10 3'-6 A 548"C 23 23 23 23 54" C 22 22 22 22 3'-11' B 20 20 20 /*1 11 3'-2-A 5'-4" C 23 23 23 23 5'-0"C 23 23 23 23 3'-8" C 20 20 20 20 7.5, 7.Der-.:1,1"fi ch.4*%:Wi 2%21VIL / / 12 2'41 A 5'-1-C 23 23 23 23 4'«C 23 23 23 23 30-5" C 20 20 20 20 84 *8/1 a•A j .Wd-* 9% /2.0 -1:"LYYOFCALFO13 2'-8-A 4'-10- C 24 24 24 24 4'-6-C 23 23 23 23 3'-3" C 21 21 21 21 A 8'-10 A 8'-2" A €1 2 L *7ed ONA \13 Re 8,T 20 2011 \LE-CA L /2 NOV 5 2012 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 22 of 60 rbires 9/301'Zp SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAE 5.5" Ext uded Fascia (Cetail L)California Extruded FaE :ia (Detail G) TABLE 5.5 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REQ'[)POST MIN FOOTER 8' |10 | 12 POST MIN FOOTER 8' |10 | 12' LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)(FT)SLAB (FT)TYPE ·d·'4 | 9 | ·d·(FT)TYPE "d'Y | Y •d• (in) (In) I (In) 1 On) (In) On) I On) (In) 90 MPH EXPOSURE C or 105 6 PH EXPCSURE B 20 3 11'-10"A 107 8 21 21 23 24 10·-0- 8 21 21 22 23 LIVE 3.5 10'-2-A 9'-11- C 22 22 23 24 9-2 8 21 21 21 23 LOAD 4 8'-11'A 9'-2- C 22 22 22 24 8'€8 22 22 22 23 ONLY 4.5 T-11-A 807' C 22 22 22 23 8'-0" C 22 22 22 22 5 701"A 8'-1 "C 23 23 23 23 1-6" C 22 22 22 22 5.5 6'-5" ' A T.E'C 23 23 23 23 7-1- C 23 23 23 23 6 5'-11"A 703 C 23 23 23 23 6'-9" C 23 23 23 23 6.5 5'-5"A 6'-11- C 24 24 24 24 6'-5" C 23 23 23 23 7 5-1 A 67 C 24 24 24 24 67 C 23 23 23 23 7.5 4'.9-A 64"C 24 24 24 24 5011"C 24 24 24 24 8 4'-5"A 6'-1"C 24 24 24 24 518" 0 24 24 24 24 8.5 4'-2"A 5-10- C 25 25 25 25 56" C 24 24 24 24 9 3'-11-A 5-8- C 25 25 25 25 5-3- C 24 24 24 24 9.5 3'-9"A 5-6 C 25 25 25 25 541" C 24 24 24 24 10 3'-6"A 5'4" C 25 25 25 25 4011- C 24 24 24 24 11 3'-2"A 5'4 C 25 25 25 25 4%8" C 25 25 25 25 90 MPH EXPOSURE B 0.041"xy'x3" Steel Cloverleaf (Detail W) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER E | 10 | 12' SPACING POST SIZE CONSTRAINED FOOTER (FD TYPE ·d .B (In) (In) 1 (in) (In) 8« A 19 21 23 24 7-4' B 20 21 22 24 6-9- 8 20 21 22 23 6'-3 B 20 20 22 23 5'-10- 8 20 20 22 23 5'-(T 8 21 21 21 23 5'-2 8 21 21 21 22 4'-11-8 21 21 21 22 47 8 21 21 21 22 4'-5"B 21 21 21 22 4'-3" B 22 22 22 22 4'4- C 22 22 22 22 3-10' C 22 22 22 22 5-9" C 22 22 22 22 3-7-C 22 22 22 22 344* C 22 22 22 22 5.5" Extruded Fascia (Detail L) TABLE 5.5 Attached Freestanding or Structure Mullispan Units GROUND TRIB POST POST MAX MAX POST LENGTH SNOW WIDTH SPACING REQD POST MIN FOOTER 8' |10 | 17 LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER (PSF)(FT)SLAB (FD TYPE d -d- (In) (In) I (In) (In) 90 MPH EXPOSURE B 60 3 4'-10"A 7-10" C 17 19 20 21 3.5 4'-2"A 7-2 C 17 18 20 21 4 3-7"A 6·7 0 18 18 19 21 4.5 3-2"A 6'-2"C 18 18 19 20 5 2'-11" A 5·-9 C 18 18 19 20 5.5 'Z-T A 5'-5-C 18 18 19 20 6 2'-5"A 5-2"C 19 19 19 20 6.5 2'-2"A 4'-11 -C 19 19 19 20 7 2'-1"A 4'W C 19 19 19 20 7.5 1'-11" A 445- C 19 19 19 20 8 1-9 A 4'-3" C 19 19 19 20 8.5 1%8"A 4'-1"D 19 19 19 19 90 MPH EXPOSUFE C or 105 4 PH EXP)SURE B 60 3 4'+10"A T-10" C 19 20 22 23 3.5 4·.2 A T-2" C 19 20 21 23 4 3'-7"A 6'-7-C 20 20 21 23 4.5 3'-2"A 6'-2" C 20 20 21 22 California Extruded Fascia (Detail G) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' | 10' | 12 SPACING POST SIZE CONSTRAINED FOOTEF (FT)TYPE ·d'd | -d d (In) (in) (In) (in) T-3-C 17 18.19 20 6'-8"C 17 17 19 20 6'-2"C 17 17 19 20 519" C 17 17 18 20 5'-4"C 18 18 18 19 5-1 C 18 18 18 19 4·.9"C 18 18 18 19 4'7 C 18 18 18 19 4'-4"C 18 18 18 19 4'-2"C 19 19 19 19 4'-0"C 19 19 19 19 3'don C 19 19 19 19 7'-3'C 19 19 21 22 6'-8 C 19 19 20 22 6'-2"C 19 19 20 22 5'-9"C 20 20 20 21 0.041"xy'xy Steel CIr verleaf (Detail W) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |10 | 12' SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE -d -dr | -dr -d M (in) I (in) (in) 5'-8 B 15 18 20 21 5'-1-B 15 18 19 21 4'-8-B 16 18 19 20 443" 8 16 18 19 20 3'-11"C 16 17 19 20 3'-8-C 16 17 19 20 3'-6-C 16 17 18 20 3'-3"C 16 17 18 19 3'-1 "C 17 17 18 19 2·-11" C 17 17 18 19 2-9"C 17 17 18 19 2-8-C 17 17 18 19 5'-8"B 17 20 21 23 5-1 "8 17 20 21 22 4·-8" B 18 19 21 22 4'-3"8 18 19 21 22 25 3 11'-4-A 11'4" B 19 20 21 22 107 3.5 9'-8"A 109 8 20 20 21 22 9'-9" 4 8-6"A 9-9" C 20 20 21 22 9-1 4.5 T€A 97 C 20 20 20 22 8'-6 5 6-9-A 87 C 21 21 21 22 5-7 5.5 €-r A 87 C 21 21 21 21 77 6 5-8-A 7-9 C 21 21 21 21 r-2- 6.5 57 A 7-5- C 22 22 22 22 6'-11- 7 4-10-A 7-1-C 22 22 22 22 67 7.5 416"A 6-10- C 22 22 22 22 604" 8 49 A 6-6" C 22 22 22 22 6-1 8.5 4'-0"A 6'-4- C 22 22 22 22 9-10" 9 3-9 A 6'-1"C 22 22 22 22 5%8" 9.5 3-T A 5'-11 C 23 23 23 23 5·€ 90 MPH EXPOSURE C or 105 6 PH EXPCSURE B 25 3 11'4'A 109 8 21 21 23 24 90-9" 3.5 9'-8"A 97 C 21 21 22 24 8'-11- 4 5€A 8-11· C 22 22 22 24 87 4.5 T 4 A 8'4" C 22 22 22 23 7'-9 5 5-9-A 7-10- C 23 23 23 23 r-3" 5.5 5-T A r-5 C 23 23 23 23 6-11 6 9-8"A 7%0" C 23 23 23 23 64 6.5 5-2 A 6%8" C 23 23 23 23 67 7 4'-10-A E-5- C 24 24 24 24 6-0- 7.5 4'€A 6'-2-C 24 24 24 24 5'-9" 8 4'-3"A 5-11- C 24 24 24 24 5'-6" 8.5 4'-0-A 5-8- C 24 24 24 24 54 9 3-9-A 5-6- C 24 24 24 24 5'-1 9.5 3-7"A 5-4- C 25 25 25 25 4'-11- 10 3-4-A 57 C 25 25 25 25 4-9 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.5 ICC ESR 1398 (2009 IBC) 10/11/2011 B 19 19 20 21 8-9" A 18 20 21 22 5 2'-11" A 9-9" C 20 20 21 22 9-4- C 20 20 20 21 3'-11"C 18 19 20 22 B 19 19 20 21 7-11' A 18 19 21 22 5.5 2-7"A 5-5"C 21 21 21 22 9-1- C 20 20 20 21 34- C 18 19 20 22 8 20 20 20 21 7-3- 8 18 19 21 22 6 2'-9 A 5'-2"C 21 21 21 22 4'-9 C 20 20 20 21 34 C 18 18 20 21 8 20 20 20 21 6-9- 8 18 19 20 22 6.5 2-2"A 4'-11" C 21 21 21 22 4'7 0 21 21 21 21 3'-3"C 18 18 20 21 C 20 20 20 20 5-r 8 19 19 20 21 7 7-1-A 4'-8"C 21 21 21 21 47 0 21 21 21 21 3'-1 C 19 19 20 21 C 21 21 21 21 5'-11- 8 19 19 20 21 C 21 21 21 21 5'-r 8 19 19 20 21 OVER-TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES C 21 21 21 21 5'-r 8 19 19 19 21 HANG PROJECTION OF SINGLE SPAN STUCTURES (FT) C 21 21 21 21 54 8 19 19 19 21 (FT) E T 8 9' 10'11· 12' 13' 14'19 16' 1 r 18' 19' 20'21'2Z C 21 21 21 21 49 8 20 20 20 20 0 3' 3.5 4'4.5 5' 5.5 6 6.9 7 7.5'8' 8.5 9 9.5 10 10.5 C 22 22 22 22 47 8 20 20 20 20 1' 3.5'4' 4.5'5 5.5 6'6.5' r 7.5 8' 8.5 9'9.5' 10 10.5 11' C 22 22 22 22 4'-5 . B 20 20 20 20 7 Wa na Wa 5.5'9 5.5 T 7.5' 8'8.5'5 9.5' 10 10.5' 11' 11.5 C 22 22 22 22 4'-2" B 20 20 20 20 3' " Wa Wa " Wa "Wa 8' 8.5 9 9.5' 10' 10.5 11· 11.5, 12' 12.5' / 41/ C 22 22 22 22 44" C 20 20 20 20 4 nia nia nia nia nia nia ria rla nia Na nia 10.5 11' 11.5 12· 12.5 13' 8 20 20 22 23 r-10- A 19 21 23 24 TABLE 5.3 Post Requirements TABLE 5A Post Requirements for A.\ 1 El<46**161 - 1 8 21 21 21 23 701' 8 19 21 22 24 for Attached Single Span Structures Freestanding Structures or Multispan Attached Structures /\1, \1) 1/ 1/(/tr>438 21 21 21 22 6-6- B 20 20 22 23 Post Description Max POST Detail Post Description Maximum Max POST C 22 22 22 22 6'-1 B 20 20 22 23 Hgt Code Footing Height Code Detall# C 22 22 22 22 94" 8 20 20 21 23 Twin 0.062341.5"xl.5" Scroll 9' A AC 0.041"xyx3" Steel Clover d= 20" 9' C 22 22 22 22 5'-3" B 20 20 21 23 0.042"x3"x8" Aluminum Post 11'B 1430 0.041 »xy'x3» Steel Clover d= 21 " 8' C 23 23 23 23 9-7 8 21 21 21 22 0.024"Post with Sideplates 12'B N16, BK 3/16"x3"xy Steel Square d= 28"12'C N17, AG -_0-/0- C 23 23 23 23 4'-8- B 21 21 21 22 Clover 0.030"13"x3-Alum 11'B Nll.AH 3/16"x3"xy Steel Square d= 28" 8'D N17, AG C 23 23 23 23 4'€ B 21 21 21 22 Clover 0.040"x3'xy Alum 12'B Nll.AH 1/4"x3"xy Steel Square d= 28"12'D N17, AG - C 23 23 23 23 403· B 21 21 21 22 Colonial 0.062" Extruded 12'C AE 3/16"x04" Steel Square d= 28"12'E N17, AG / C 23 23 23 23 4'-1"8 21 21 21 22 0.041"x3"« Steel Clover 12'D Nll,AH 1/2"x4"x4" Steel Square d= 37" 12'D N 17, AG ,E C 24 24 24 24 3-11-B 21 21 21 22 0.041 "x3"xy Steel CIover 8'E Nll,AH 1/2"x4"x4" Steel Square d= 31" 15' D N17, AG ,81 9 C 24 24 24 24 3·-9- C 21 21 21 22 3/1623»)0"Steel Square 15'H N17, AG C 24 24 24 24 3'-r C 22 22 22 22 1/4-x3"x3" Steel Square C 24 24 24 24 7-5 C 22 22 22 22 3/16"x4"x4- Steel Square 1/2"x4=x4 Steel Square - 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN 1 4 TABLE 5.5 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building ProduCW<* rYFREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 . 5208 Tennyson Parkway /4 7 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Plano, Texas 75024 / / 10. USE THE APPROPRIATE DETAILS (Nl-N35 or A-BM)3 r Carl Putnam, P. E.c\¥ ' (Li,Parjsvu FOR PAnO SLABS FOLLOW 1 -6 FROM ABOVE THEN 3441 Ivylink Place /1 ' ,t-•40'1'NSLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.5 Lynchburg, VA 24503 /3plf / 9,SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cartputnamacomcast.ne SLAB 9. FOLLOW 9-10 FROM ABOVE -.. /¢A*1-012· SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ®Lf-AFU7 \\ / plb-ral,®1 /1 OCT 20 2D1183<2 Page 23 of 60 L.// v 448-NAU-SB6Dires 9/30110 G\NEER. Ep. 1 1 0 Cl. 0·16231 NOV 5 201: F NE (1! Id) 19 15'I N17, AG 15'J N17. AG 15'K N17. AG 10/ 201 \J \J SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS Classic Extruded Fasch (Detail H)Alaskan Extruded Fasc a (Detail K) TABLE 5.6 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REOD POST MIN FOOTER 8' |10 | 12 POST MIN FOOTER 8' |10 | 17 LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)(FT)SLAB (FT)TYPE 'cr ·do | V | 'd·(FT)TYPE ·d·9 | 'd' .€ On) On) 1 (In) 1 On) (in) On) 1 On) On) 90 MPH EXPOSURE B 10 3 22'-8'A 15'-0" - 8 21 21 23 24 13-1- A 20 20 22 23 LIVE 3.5 19'-5'A 14'-3- 8 22 22 22 24 12'-5- B 21 21 22 23 LOAD 4 1 7-0-A 13'-8- B 22 22 22 24 11'-10- B 21 21 21 23 ONLY 4.5 15'-1-A 13'-1' C 23 23 23 23 11'-5- B 22 22 22 22 5 13'-7-A 12'-8- C 24 24 24 24 11·4· B 22 22 22 22 5.5 12'-4-A 17-3- C 24 24 24 24 10'-8- C 23 23 23 23 6 11'-4-A 11'-11- C 25 25 25 25 10-4· C 23 23 23 23 6.5 10 5-A 11'-7- C 25 25 25 25 9011- C 24 24 24 24 7 9-r A 11'-4- C 25 25 25 25 9%6- C 24 24 24 24 7.5 9·.1-A 11'-1- C 26 26 26 26 9'-2" C 24 24 24 24 8 8'-6"A 10-10- C 26 26 26 26 8-10- C 24 24 24 24 8.5 5-7 A 10-7- C 27 27 27 27 807 C 25 25 25 25 9 Te A 10'-5- C 27 27 27 27 80-4- C 25 25 25 25 9.5 Tr A 10-3- C 27 27 27 27 8'-1- C 25 25 25 25 10 6'-9-A 10'-0- D 27 27 27 27 7-10- C 25 25 25 25 11 67 A 9-9- D 28 28 28 28 7-5- C 26 26 26 26 12 5%8"A 9-5" D 29 29 29 29 T-1-C 26 26 26 26 13 5'-2"A 9-2- 0 29 29 29 29 5-9, C 26 26 26 26 90 MPH EXPOSURE C or 105 6 PH EXPOSURE 8 10 3 22'-8-A 14%2· 8 23 23 24 26 124- 8 22 22 23 25 LIVE 3.5 19'-5-A 13'€ C 24 24 24 26 11'-9" 8 23 23 23 25 LOAD 4 1710-A 12-11- C 25 25 25 25 11-2- 8 24 24 24 24 ONLY 4.5 15'-1 A 12-5- C 25 25 25 25 10-9- C 24 24 24 24 5 13'-r A 12'4 C 26 26 26 26 10-5- C 25 25 25 25 5.5 12'-4'A 11'-7-C 27 27 27 27 9'.11-C 25 25 25 25 6 11'-4-A 11-3- C 27 27 27 27 9-6-C 26 26 26 26 6.5 10'-5-A 11'4- C 28 28 28 28 9-1-C 26 26 26 26 7 9-8-A 10'-8 C 28 28 28 28 8-9- C 26 26 26 26 7.5 9'-1-A 10'-5- C 28 28 28 28 8'-5-C 26 26 26 26 8 8%6-A 10'-3- D 29 29 29 29 8'-2-C 27 27 27 27 Double Steel Cloverleaf (Detail AA) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH GROUND POST MIN FOOTER 8' |10 | 12 SNOW SPACING POST SIZE CONSTRAINED FOOTER LOAD (FT)TYPE d'Y | Y | Y (PSF) On) (In) 1 n) «n) 137 A 20 22 23 24 30 12'-10" 8 21 21 23 24 124 8 22 22 23 24 11'-10" 8 22 22 22 24 11'-5' C 23 23 23 24 11'-1- C 23 23 23 23 10-9" C 24 24 24 24 10€ C 24 24 24 24 10-3- C 25 25 25 25 107 C 25 25 25 25 9-9" C 25 25 25 25 97 C 26 26 26 26 95- C 26 26 26 26 9'-3" C 26 26 26 26 9-1 -C 27 27 27 27 8-9- C 27 27 27 27 30 8'-5-D 28 28 28 28 8*-1- D 28 28 28 28 12 10- B 22 23 25 26 12 2- B 23 23 25 26 11'-8- C 24 24 24 26 11'-2- C 25 25 25 26 19-10- C 25 25 25 25 10€ C 26 26 26 26 10-2 C 26 26 26 26 941" C 27 27 27 27 9-8" C 27 27 27 27 9'-5"C 27 27 27 27 9'-3"C 28 28 28 28 Classic Extruded Fasc a (Detail H) TABLE 5.6 Attached Freestanding or Structure Multispan Units TRIB POST POST MAX MAX POST LENGTH WIDTH SPACING REQ'D POST MIN FOOTER 8' |19 | 12 (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER (FT)SLAB (FT)TYPE ·d-d. | .d• On) (In) 1 (In) (in) 90 MPH EXPOSUFE B 3 9'-6-A 12'-9- C 20 21 22 23 3.5 8'-2-A 12'-1" C 21 21 22 23 4 7-1 A 11'-7- C 21 21 22 23 4.5 5-4-A 11'-1"C 22 22 22 23 5 5'-8 A 109 C 22 22 22 23 5.5 SL A 19-5" C 23 23 23 23 6 4'-9-A 10'4· D 23 23 23 23 6.5 4'-4"A 9'-10" D 24 24 24 24 7 4'-1- A 9.r 0 24 24 24 24 7.5 3'-9- A 9-4-0 24 24 24 24 8 3'-6- A 9'-2 0 25 25 25 25 8.5 3'-4- A 9'-0-D 25 25 25 25 9 32-A 8-10- D 25 25 25 25 9.5 3'-0- A 8'-8-D 26 26 26 26 90 MPH EXPOSUPE C or 105 6 PH EXP )SURE B 3 9'-6-A 120-1-C 22 22 24 25 3.5 8.r A 11'-6-C 23 23 24 25 4 T.10 A 11'-0- C 23 23 23 25 4.5 6-4-A 10-7- C 24 24 24 25 5 508»A 10-2- C 25 25 25 25 5.5 5'-2-A 9'-11" O 25 25 25 25 6 4-9- A 9-7-D 26 26 26 26 6.5 4-4- A 9-4-D 26 26 26 26 7 4-1- A 9'-1"D 27 27 27 27 7.5 3-9-A 8'-11- O 27 27 27 27 8 3'-6- A 5-9»0 27 27 27 27 8.5 3-4" A 8'-6"D 28 28 28 28 9 3-2- A 5-5-D 28 28 28 28 9.5 3'-0- A 5-3.D 28 28 28 28 90 MPH EXPOSUFE C or 105 6 PH EXP )SURE B Alaskan Extruded Faccia (Detail K) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8 |10 | 12 SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE d 4 | 9 'd' Un) (In) I (In) On) 11'.1-B 19 20 21 22 10'€ C 20 20 21 22 10'-0- C 20 20 21 22 5-4- C 21 21 21 22 8'-10" C 21 21 21 21 E-9-C 21 21 21 21 8'-0- C 22 22 22 22 T-8" C 22 22 22 22 7-4- C 22 22 22 22 7'-1 -C 22 22 22 22 6+10- C 22 22 22 22 5-7- c 23 23 23 23 6'-5- C 23 23 23 23 67 C 23 23 23 23 10-6- C 21 21 23 24 9011" C 22 22 23 24 9-3- C 22 22 22 24 54-C 23 23 23 23 87 6 23 23 23 23 T-9- C 23 23 23 23 7-5- C 24 24 24 24 r-1- C 24 24 24 24 6'-9" C 24 24 24 24 C 24 24 24 24 6'-3-C 25 25 25 25 6'-1 C 25 25 25 25 5-11- C 25 25 25 25 54 0 25 25 25 25 Double 3teel Cloverleaf (Detail AA) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8'1 19 1 12 SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE ·d·-dr (in) On) 1 (In) {In) 11'-6- C 19 21 22 24 10-11- C 20 21 22 23 10'-5- C 21 21 22 23 10-0- C 21 21 22 23 9'-8- C 22 22 22 23 9-5-C 22 22 22 23 9'.1 -C 22 22 22 23 8-11-C 23 23 23 23 8-8- D 23 23 23 23 8-5- D 24 24 24 24 812" D 24 24 24 24 7-11" D 24 24 24 24 7-9- D 24 24 24 24 7-6- D 25 25 25 25 10-11· C 21 23 24 25 10-4- C 22 22 24 25 1-11" C 23 23 24 25 9'-6-C 23 23 23 25 9-2-C 24 24 24 25 8-11" C 24 24 24 25 88- C 25 25 25 25 89 0 25 25 25 25 8'-1"0 26 26 26 26 T-10' O 26 26 26 26 T-r 0 26 26 26 26 TA-0 26 26 26 26 7-2" 0 27 27 27 27 74- O 27 27 27 27 8.5 8'-0-A 10·-0- D 29 29 29 29 7·-10- C 27 27 27 27 9-1=C 28 28 28 28 40 3 77 A 11'-5-C 22 22 23 25 9-10- C 21 21 22 24 104" C 21 22 24 25 9 T.6-A 9'-10- D 30 30 30 30 T-r C 27 27 27 27 8*-11- C 29 29 29 29 3.5 5-2-A 10-10- C 22 22 23 25 9-0- C 21 21 22 23 9%90 ( 22 22 24 25 9.5 Tr A 9'-8- 0 30 30 30 30 T -5 C 27 27 27 27 8'-9 D 29 29 29 29 4 5-5-A 10'-4-C 23 23 23 24 8'-5"C 21 21 22 23 94" C 22 22 23 25 10 69 A 9'-6- D 30 30 30 30 T -T C 28 28 28 28 87 0 29 29 29 29 4.5 4·.9-A 10'-O- C 24 24 24 24 1-11" C 22 22 22 23 9'4 C 23 23 23 25 11 6·.2-A 9·-2-D 31 31 31 31 6-10- C 28 28 28 28 87 0 30 30 30 30 5 4'-4- A 9 -7-D 24 24 24 24 715" C 22 22 22 23 8'-8- C 23 23 23 24 12 5-8-A 8'-11- O 32 32 32 32 6-6"C 28 28 28 28 T-10- D 30 30 30 30 5.5 3'-11" A 94 D 25 25 25 25 1-1- C 23 23 23 23 89 0 24 24 24 24 13 9-2-A 8'-8-0 32 32 32 32 67 C 29 29 29 29 r-6" D 31 31 31 31 6 37 A 9-1"D 25 25 25 25 6-9" C 23 23 23 23 8'-1" D 24 24 24 24 90 MPH EXPOSURE B 6.5 3'-4-A 8-10- D 26 26 26 26 6·-5-C 23 23 23 23 79 0 25 25 25 25 20 3 11'-10-A 13'-3- C 20 21 22 23 11'-6- B 19 20 21 22 12'4 8 20 21 23 24 7 3·-1- A 8'-7"D 26 26 26 26 6-2- C 23 23 23 23 TS D 25 25 25 25 LIVE 3.5 10'-2 A 12'-7- C 21 21 22 23 10'-11"B 20 20 21 22 11'-4" C 20 21 22 24 7.5 2'-10" A 8·-5 D 26 26 26 26 5-11" C 24 24 24 24 7-2" D 25 25 25 25 LOAD 4 8'-11-A 17-0- C 22 22 22 23 10'-5- C 21 21 21 22 10-11 0 21 21 22 23 8 7-8-A 83-D 27 27 27 27 5'-8· 0 24 24 24 24 7·4 0 25 25 25 25 ONLY 4.5 T-11-A 11'-7- C 22 22 22 23 9'-11-C 21 21 21 22 10-5 C 21 21 22 23 8.5 24"A 7-11"0 27 27 27 27 5'-6" 0 24 24 24 24 6-9" D 26 26 26 26 5 7-1"A 11'-2- C 23 23 23 23 9'-5" C 21 21 21 22 10'-1 C 22 22 22 23 9 2'-4 A T-9"D 27 27 27 27 5'4 D 24 24 24 24 67 _,[1__ 26 _.,26 26 26 5.5 6-5 A 10-10- C 23 23 23 23 8-11- C 22 22 22 22 C 22 22 22 23 90 MPH EXPOSUFE B /@SIONA£,25<26 5-11-A 10'-6- C 24 24 24 24 8-6- C 22 22 22 22 9'-6" C 23 23 23 23 40 3 7'-2 A 11'-11- C 19 20 22 23 10'4 6.5 5'-5"A 10'-3- C 24 24 24 24 8·-2" C 22 22 22 22 97 C 23 23 23 23 3.5 6'-2"A 11'-4" C 20 20 22 23 9'-8" /'71:SNN 7 5-1"A 10'-0- O 24 24 24 24 7-10 C 22 22 22 22 9'-0- C 24 24 24 24 4 545"A 10-10- C 21 21 21 23 9'-0" ,;39&\7.5 4·-9"A 9-9" 0 25 25 25 25 77 C 23 23 23 23 8'-10- C 24 24 24 24 4.5 4%9"A 1004" C 21 21 21 22 8'-5" 8 4'-5"A 97 0 25 25 25 25 7-3" C 23 23 23 23 8'-7- C 24 24 24 24 22 22 22 22 8·4" 22 -,SES.2*t-22 7-7-8.5 4'-2"A 9'4 0 25 25 25 25 7-1" C 23 23 23 23 8'-5" D 25 25 25 25 ,9 6/1 39'lh )9 3'-11·A 97 0 26 26 26 26 6-10· C 23 23 23 23 87 D 25 25 25 25 9.5 3'-9 A 9'-0" O 26 26 26 26 67 C 24 24 24 24 T-11- D 25 25 25 25 /jp/.*- 34*m>4 1 10 3'-6 A 8'-10" 0 26 26 26 26 6'-5 0 24 24 24 24 7-9 0 25 25 25 25 ,-V i J* 1 C 19 19 21 C 19 19 21 C 20 20 C 20 20 20 If 21 C 20 20 20 21 C 20 20 20 440401 M t 1-7 \/\ yac 2.45 25 / 25/ ,5,Etp1 241)to 'f cl\101 % 11 3'-2"A 87 D 27 27 27 27 6'-1 C 24 24 24 24 T-5" D 26 26 26 26 /FSEigif# 7. /f-(DCT 20 2011 12%w<ONA U ·· t)/rA. r,linICC ESR 1398 (2009 IBC) 10/11/2011 Page 24 of 60 EN>NOV 5 2012 12 2'-11-A 8·4 D 27 27 27 27 5'-10-D 24 24 24 24 T-1"D 26 13 2'-8"A D 28 28 28 28 5'-6"D 25 25 25 25 6'-10"D 26 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAE Classic Extruded Fascia (Detail H)Alaskan Extruded Fasc a (Detail K) TABLE 5.6 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REQD POST MIN FOOTER 8' | 10' | 12'POST MIN FOOTER 8'I 19 1 12' LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)(FT)SLAB (FT)TYPE 'd*"d· | 'd' I v (FT)TYPE »d'-dr | -dr d (In) On) 1 (In) 1 (In) On) (In) 1 (in) On) 90 MPH EXPOSURE C or 105 KPH EXPCSURE 8 20 3 11·-10•A 12'-9· C 22 22 24 25 11·-1·B 21 21 23 24 LIVE 3.5 10'.2'A 12'4· C 23 23 24 25 10-6- C 22 22 23 24 LOAD 4 8'-11'A 11·-7-C 24 24 24 25 10·4= C 23 23 23 24 ONLY 4.5 T-11-A 11'-1-C 24 24 24 25 9'-4"C 23 23 23 24 5 7-1"A 10'-9" C 25 25 25 25 8-10- C 24 24 24 24 5.5 6'-5"A 10·-5- C 26 26 26 26 8%5"C 24 24 24 24 6 5'-11 A 10'-1' C 26 26 26 26 8'-0- C 24 24 24 24 6.5 5'-5-A 9-10- 0 27 27 27 27 T.8- C 24 24 24 24 7 591 A 9-7" D 27 27 27 27 T·4" C 25 25 25 25 7.5 409"A 94" 0 27 27 27 27 7-1" C 25 25 25 25 8 4'-5 A 9'-2" D 28 28 28 28 6-10» C 25 25 25 25 8.5 4'-2"A 9-0" 0 28 28 28 28 6'7 C 25 25 25 25 9 30-11"A 8'-10- D 29 29 29 29 6-5" C 26 26 26 26 9.5 3'-9"A 8'-8" D 29 29 29 29 67 C 26 26 26 26 10 3'-6"A 8'-6- D 29 29 29 29 6'-0" C 26 26 26 26 11 3'-2"A 8'-3" D 30 30 30 30 5-8" D 26 26 26 26 90 MPH EXPOSURE B Double Steel Cloverleaf (Detail AA) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH GROUND POST MIN FOOTER 8' |10 | 12 SNOW SPACING POST SIZE CONSTFUINED FOOTER LOAD (FT)TYPE ·d·'d" | *d'4 (PSF) (In) (In) (In) (In) 11'-6- C 22 23 24 26 60 10-11" C 22 23 24 25 10-5 C 23 23 24 25 10'4» C 24 24 24 25 9%8" C 24 24 24 25 9'-5"C 25 25 25 25 9.1 C 25 25 25 25 5-11-C 26 26 26 26 84- C 26 26 26 26 8'-5 0 27 27 27 27 8'-r 0 27 27 27 27 7-11 0 27 27 27 27 7-9- 0 27 27 27 27 T€ D 28 28 28 28 60 7-4-D 28 28 28 28 7-0- 0 28 28 28 28 Classic Extruded Fasc a (Detail H) TABLE 5.6 Attached Freestanding or Structure Multispan Units TRIB POST POST MAX MAX POST LENGTH WIDTH SPACING REQD POST MIN FOOTER 8' |10 | 12' (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER (FT)SLAB (FT)TYPE 'd»'d -4* Y (In) (in) (In) (In) 90 MPH EXPOSURE 8 3 4'-10 A 10'-6- C 19 20 21 22 3.5 4'-2"A 10-0-D 19 20 21 22 4 3-T A 9'-T' 0 20 20 21 22 4.5 37 A 9'-2" 0 20 20 21 22 5 2'-11"A 8'-10"D 21 21 21 22 5.5 T'-T A 8'-r D 21 21 21 22 6 7-5 A 8'-4 D 22 22 22 22 6.5 2'-2"A 8'-1 "D 22 22 22 22 7 2'-1 -A 7-9 D 22 22 22 22 7.5 1'-11- A T -6"D 23 23 23 23 8 1'-9-A r-2 D 23 23 23 23 8.5 1'-8-A 7'4 D 23 23 23 23 90 MPH EXPOSUFE C or 105 6 PH EXP)SURE 8 3 4'-10- A 10'4 C 21 22 23 24 3.5 4'-2"A 10'-0 O 22 22 23 24 4 37 A 9-7 0 22 22 23 24 4.5 3-2 A 9-2"D 23 23 23 24 Alaskan Extruded Fascia (Detail K) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' | 10' | 12 SPACING POST SIZE CONSTRAINED FOOTEF (FT)TYPE "d'-dd- -d (In) (In) (In) (In) 87 C 17 19 20 21 7-11 C 18 19 20 21 7-4 C 18 18 20 21 60-11" C 19 19 19 21 6'-6"C 19 19 19 21 6-2-C 19 19 19 20 5'-10"D 19 19 19 20 5'-7" D 20 20 20 20 5'-4" D 20 20 20 20 5'-2"D 20 20 20 20 4'-11" D 20 20 20 20 4.9-O 20 20 20 20 87 C 20 20 22 23 r-11- C 20 20 22 23 TA-0 21 21 21 23 6'-11 -0 21 21 21 23 Double Steel Cloverleaf (Detail AA) Attached Freestanding or Structure Multispan Units MAD<MAX POST LENGTH POST MINI FOOTER 8 |10' | 12' SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE 'd-4 | V -d- (in) (in) I (In) (In) 9·-6"C 18 20 22 23 900" C 19 20 21 23 8·-T C 19 20 21 22 8'-3"0 20 20 21 22 7-10" O 20 20 21 22 7-5" D 20 20 21 22 7-2" 0 21 21 21 22 6-10" 0 21 21 21 22 6·-7" 0 21 21 21 21 6-4" 0 21 21 21 21 692" 0 22 22 22 22 5%11" 0 22 22 22 22 9·-6" C 20 22 23 25 94" C 21 22 23 25 8'.T 0 22 22 23 24 803" 0 22 22 23 24 25 3 11'-4·A 13 3- C 20 21 22 23 11'€ 3.5 9'-8"A 12 7- C 21 21 22 23 10'-11- 4 8'-6"A 12'4- C 22 22 22 23 10 5- 4.5 7-6 A 11-7- C 22 22 22 23 9-11- 5 6-9 A 11-2· C 23 23 23 23 9-5 5.5 6'-2"A 10010" C 23 23 23 23 8'-11 6 5'-8"A 10'-6- C 24 24 24 24 84- 6.5 5'-2-A 10'-3- C 24 24 24 24 87 7 4'-10-A 10'-0- D 24 24 24 24 7·+10· 7.5 4'-6-A 9-9- O 25 25 25 25 r-r 8 4'-3-A 97 0 25 25 25 25 7-3" 8.5 4%0-A 5-4- D 25 25 25 25 7-1- 9 39 A 9-2" O 26 26 26 26 6'40- 9.5 3·7 A 94 0 26 26 26 26 6'7 90 MPH EXPOSURE C or 105 6 PH EXPCSURE B 25 3 11'4"A 12'-6- C 22 22 24 25 10'-10- 3.5 9-8.A 11'-11- C 23 23 24 25 104- 4 8'-6-A 11'-4- C 24 24 24 25 9'-8" 4.5 7-6 A 10'-11" C 24 24 24 25 9-1 5 619"A 107 C 25 25 25 25 8'7 5.5 6'-2"A 10-3- C 25 25 25 25 8-2 6 518 A 9-11- O 26 26 26 26 7-9- 6.5 5-2"A 94- O 26 26 26 26 7-5- 7 4'-10"A 9-5- D 27 27 27 27 T.2- 7.5 4'-6"A 9-2- 0 27 27 27 27 511· 8 4'-3"A 94" 0 28 28 28 28 6'-8 8.5 44 A 8-10» 0 28 28 28 28 6-5 9 3'-9"A 8'4" D 28 28 28 28 67 9.5 3-r A 8-6- 0 29 29 29 29 5-7 10 3'-4"A 84" 0 29 29 29 29 5'-10- GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.6 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.6 ICC ESR 1398 (2009 IBC) 10/11/2011 23 23 23 24 23 23 23 24 23 23 23 24 24 24 24 24 24 24 24 24 1'0* PU .5' Z B 9 3• tesi B 19 20 21 22 174 B 20 21 23 24 5 2·-11"A 8·-10" O 24 24 24 24 6%6" O 21 21 21 22 r-10·' I B 20 20 21 22 11'-4- C 20 21 22 24 5.5 2·7 A 8·7 D 24 24 24 24 67 D 22 22 22 22 7'-5" 1 C 21 21 21 22 10*10- C 21 21 22 23 6 2'-5" A 8%4"0 24 24 24 24 5-10"D 22 22 22 22 7'-2 C 21 21 21 22 100-5-C 21 21 22 23 6.5 27 A 8'-1"O 25 25 25 25 57 0 22 22 22 22 6-10" 1 C 21 21 21 22 1041"C 22 22 22 23 7 2·-1"A T-9-0 25 25 25 25 54"0 22 22 22 22 6'7 1 C 22 22 22 22 9'-9" C 22 22 22 23 C 22 22 22 22 9'€ C 23 23 23 23 OVER-TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES C 22 22 22 22 9'-r C 23 23 23 23 HANG PROJECTION OF SINGLE SPAN STUCTURES (FT) C 22 22 22 22 5-eC24242424 (FBET8'9'1911'1713 14'15' 16' 1 7 18' 19' 20' 21' 2 / C 23 23 23 23 8-10- C 24 24 24 24 0 3' 3.5' 4'4.5'5 5.5 6 6.5' T 7.5'8' 8.5'9 9.5 10 10.5 1 C 23 23 23 23 87 0 24 24 24 24 1' 3.5 4 4.5' 5'5.5'6' 6.5' T 7.5'8' 8.5' 9'9.5 10' 10.5 11' 11 C 23 23 23 23 8'-5-0 25 25 25 25 2' Wa n/a Wa 5.5'E 6.5 7 7.5 8' 8.5'9 9.5· 10 10.5' 11' 11.5' 1 0\ C 23 23 23 23 8-2- 0 25 25 25 25 y n/a rda rda rda rda rda rda 8'8.5'9' 99 10 10.5 11· 11.5 12' 12 C 24 24 24 24 7'-11 D 25 25 25 25 4' rea Wa Wa Wa Wa nia Wa Wa n/a Wa rda 10.5' 11' 11.5' 12' 12.5' 1 B 21 21 23 24 11'-3- C 22 23 24 26 TABLE 5.3 Post Requirements TABLE 5.4 Post Requirements for C 22 22 23 24 10-9· C 22 22 24 25 for Attached Single Span Structures Freestanding Structures or Multispan Attached Structures J. C 23 23 23 24 10'-3- C 23 23 24 25 Post Description Max POST DETAIL Post Description Maximum 1 Max POST ,0 C 23 23 23 24 9-10· C 24 24 24 25 H* Code Footing Height Code De C 23 23 23 23 9-6- C 24 24 24 25 Twin 0.062"xl.50<1.5" Scroll 9' A AC 0.041"xy'xy Steel Ciover d= 20" 9'B N117741 C 24 24 24 24 943· C 25 25 25 25 0.042"x3"*8" Aluminum Post 11'B 1430 0.041"x3"xy Steel Clover d= 21" 8'B Nll,AH -OFC*/ C 24 24 24 24 8'-11· C 25 25 25 25 0.024"Post With Sideplates 12'B N16, BK 3/16"xyxy Steel Square d= 28"12'C N17, AG C 24 24 24 24 8-9" C 26 26 26 26 Clover 0.030-x3-xy Alum 11'B Nll,AH 3/16-xh3" Steel Square d= 28" 8'D N17, AG , ;>FC 25 25 25 25 8-6- D 26 26 26 26 Clover 0.040-x3"xy Alum 12'B Nll,AH 1/4-'x323" Steel Square d. 28"12'D N17, AG /7 C 25 25 25 25 87 0 26 26 26 26 Colonial 0.062" Extruded 12'C AE 3/16"x4"x4" Steel Square d= 28"12'E N17, AG .47 , C 25 25 25 25 8-7 0 27 27 27 27 0.Gil"x3"x3" Steel Clover 12'D Nll,AH 1/2'94"x4" Steel Square d= 37"12'D N17, AG*' g C 25 25 25 25 7-9- 0 27 27 27 27 0.041"x3"x3" Steel Clever 8' E Nll,AH 1/2-x4"x4" Steel Square d. 31" 15' D N17, A* * C 25 25 25 25 7-6· 0 27 27 27 27 3/16"*3"*3" Steel Square 15' H C 26 26 26 26 74· D 27 27 27 27 1/4-*3"x3" Steel Square 15' I C 26 26 26 26 T-2- D 28 28 28 28 3/16"xO4 Steel Square 15' J 1/2-x4-x4' Steel Square 15' K 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.6 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 5208 Tennyson Parkway 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Plano, Texas 75024 10. USE THE APPROPRIATE DETAILS (Nl-N35 or A-BM)rh 1 -I ul '•.--a -Alv--====2.-->N Carl Putnam, P. E. FOR PAT10 SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place .lager=SS- SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.6 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.nel <SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR lWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES .:2ZE--7 1\\ ,[95]/ 1 flu ))j OCT 20 #011#21 UJi/y- Page 25 of 60 L//,V &%<t2>:1 NOV 5 2012 4/res 9/30110 N17. AG N17, AG N 17, AG N17, AG /4ESSION 63*AC Al to / *r ir VIL -/ air,Al\\ / PkIWK eG\NEER. Ep.1 1 0 C1 0 6231 F NE 3 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS 4"xy I Eeam (Detail Y)7"x44" I Beam (Detail Q) TABLE 5.7 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REQD POST MIN FOOTER 8' |19 | 12 POST MIN FOOTER 8' |10 | 12' LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)(FT)SLAB (FT)TYPE ·d·(FT)TYPE 'B .4 | 04 | V 16 Gaug 3 x3"x80 Steel C (Detail T) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8 |10 | 12 SPACING POST SIZE CONSTRAINED FOOTER (Fr)TYPE 'd Y | Y | V 4",3" 1 Eeam (Detail Y TABLE 5.7 Attached Freestandir Structure Multispan L GROUND TRIB POST POST MAX MAX POST SNOW WIDTH SPACING REQ'D POST MIN FOOTER 8' | 1( LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINE (PSF)(FT)SLAB (FT)TYPE ·d·9 | .d 7"44" 1 Eeam (Detail Q) ig or Attached Freestanding or Inits Structure Multispan Units LENGTH MAX MAX POST LENGTH 1 | 12 POST MIN FOOTER 8' | 10' | 12' DFOOTER SPACING POST SIZE CONSTRAINED FOOTEF | d (FT) TYPE Y d | d | d' 16 Gauge x3"x8" Stee C (Detail T) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' | 10' | 12' SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE d- -d- | 'd» | 'd" (in)On) I (In) I (In) On) on) 1 (In) I (in) M On) I On) I On) (in) (in) I (In) I (in) On) (In) I On) I (In)I On) I On)(In)On) C 20 25 C 20 24 C 20 24 C 21 23 C 21 23 C 21 23 C 21 22 C 21 22 C 21 22 C 21 21 C 21 21 C 21 21 C 21 21 C 21 21 C 22 27 C 22 26 C 25 C 25 C 22 24 C 24 C 23 C 23 C 23 C 22 C 22 C 22 C 22 22 C 22 22 C 21 26 C 21 25 C 21 25 C 21 24 C 21 24 C 21 23 C 21 23 C 21 22 C 21 22 C 21 22 C 21 21 C 21 21 C 21 21 4 IO/01' 90 MPH EXPOSURE 8 90 MPH EXPOSUFE B 10 3 27-8-A 100-10- A 19 22 23 24 14'-11- 8 21 25 27 28 17-6-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 I 27 28 LIVE 3.5 19'-5-A 10-5- A 20 21 23 24 14'-5- 8 22 25 27 28 15 9-8 23 26 28 29 3.5 8'-2"A 8'-10" B 19 21 22 23 14'-5" C 22 25 27 28 11·-5" I 26 27 LOAD 4 17'-0-A 10'-1- A 20 21 23 24 13'-11 8 23 25 26 28 14'-5-C 23 26 27 29 4 7'-1"A 8'4 B 19 20 22 23 13'-1 1- C 23 25 26 28 10'-4" 25 27 ONLY 4.5 15'-1 A 9·-10- 8 21 21 23 24 13'-6- C 23 25 26 28 13'-4-C 23 25 27 28 4.5 6'-4"A T-3" B 19 20 21 22 13-1- C 23 25 26 27 9-6- I 25 26 5 13'-7-A 9-7- 8 21 21 22 24 13'-2- C 24 25 26 28 124-C 23 25 26 28 5 9-8 A 6'4 B 19 20 21 22 17-1- C 23 24 26 27 8'-90' I 25 26 5.5 1204-A 94- 8 22 22 22 23 12'-11-C 24 25 26 27 11'4 C 24 25 26 27 5.5 9-2- A 67 8 19 19 21 22 11'-2-D 23 24 25 27 8'-0' 24 25 6 11'-4 A 8-5- 8 22 22 22 23 12'-7-C 25 25 26 27 10-10"C 24 24 26 27 6 47 A 5-9-C 19 19 20 22 10'-5- D 23 23 25 26 7%4 i 24 25 6.5 10'-5 A 7-10· 8 22 22 22 23 12·4" C 26 26 26 27 10-3-C 24 24 25 27 6.5 4'-4"A 5'-44" C 19 19 20 21 9'-10- D 24 24 25 26 5-10" I 23 25 7 9-8-A 7-5-B 22 22 22 23 127 C 26 26 26 27 9%8 C 24 24 25 26 7 4'-1"A 5'-0" C 1919 20 21 9'-3- D 24 24 24 26 6'-4- 23 24 7.5 9'-1-A 7-0- B 22 22 22 22 11·-11" C 26 26 26 27 97 C 24 24 25 26 7.5 3-9-A 4'-9 C 19 19 20 21 8'-9- D 24 24 24 25 5·-11» 23 24 8 8'-6-A 6·-8- B 22 22 22 22 11-9- C 27 27 27 27 8-9-C 24 24 25 26 8 3'-6- A 4-5- C 19 19 20 21 8-3- 0+ 24 24 24 25 5'-6-22 24 8.5 8'.0-A ¢-4- B 22 22 22 22 11'-6- C 27 27 27 27 87 C 24 24 24 26 8.5 3'-4- A 4-3- C 20 20 20 21 T-10- 0 24 24 24 25 5-3-22 23 9 T€A 6·4- B 22 22 22 22 11'-0- D 27 27 27 27 7-10-0 24 24 24 25 9 3-2- A 4'-0- C 20 20 20 20 T.6-0 24 24 24 24 4'-11- 22 23 9.5 7-7 A 5'-9- B 22 22 22 22 10 7- D 27 27 27 27 7-5-C 24 24 24 25 9.5 3'-0-A 3-10" C 20 20 20 20 7-2- D 24 24 24 24 4'-8- 22 23 10 6.9"A 5-6- B 23 23 23 23 107 0 28 28 28 28 1-1 C 24 24 24 25 90 MPH EXPOSUFE C or 105 6 PH EXP)SURE B 11 67 A 5-1" C 23 23 23 23 9-5- 0 28 28 28 28 6-5 C 24 24 24 24 30 3 96-A 8'-10- B 20 23 24 25 13'40" C 23 27 29 30 11'-5-28 30 12 5-8-A 4'-9- C 23 23 23 23 8-9- O 28 28 28 28 5'-11 ·C 25 25 25 25 3.5 8-27 A T. 10- B 20 22 24 25 13'4" · C 24 27 29 30 10-3-28 29 13 57 A 4-5- C 23 23 23 23 87 0 28 28 28 28 5'-5 C 25 25 25 25 4 74" A T.1- B 20 22 23 24 12-9- C 25 27 28 30 9-3-27 28 90 MPH EXPOSURE C or 105 6 PH EXPCSURE B 4.5 640 A 6-5- B 20 21 23 24 1108' C 25 26 28 29 8'-5- 1 27 28 10 3 22'-8'A 100" A 21 23 25 26 13'-10- 8 23 27 29 30 15'-9 C 24 29 30 32 5 5'-8*A 5'-10"B 21 21 22 24 10-9- D 25 26 27 29 r-7- 1 26 27 LIVE 3.5 19'-5-A 97 A 21 23 24 26 134" C 24 27 29 30 14'-2- C 24 28 30 31 5.5 5-2- A 5'-5"B 21 21 22 23 9'-11- D 25 25 27 28 6·-11" I 25 27 LOAD 4 1 7-0-A 9-4- 8 22 23 24 26 12'41" C 25 27 28 30 12'-11"C 25 27 29 31 6 49 A 5-0-B 21 21 22 23 9-3- D 25 25 26 28 6'-4" 1 25 26 ONLY 4.5 15·-1 A 9-1 8 23 23 24 26 12'€ C 25 27 28 30 11'-11 C 25 27 29 30 6.5 4'-4- A 4'-8.C 21 21 21 23 8'-8- 0 25 25 26 27 5'-10- I 25 26 5 13'-7-A 84- 8 23 23 24 25 12'-2- C 26 26 28 29 11'-0-C 25 26 28 30 7 4'-1- A 4-5-C 21 21 21 23 8-2- D 26 26 26 27 5-5- I 24 26 5.5 12'-4 A T-11- 8 23 23 24 25 11'-11 C 27 27 28 29 10-3 C 26 26 28 29 7.5 3'-9- A 4'-1"C 21 21 21 22 7-8- D 26 26 26 27 5-10 I 24 25 6 11'-4-A T-5- 8 24 24 24 25 11'-8- C 27 27 28 29 9'-8" C 26 26 27 29 8 3'-6-A 3-11" C 21 21 21 22 T-r D 26 26 26 27 4 9- 1 24 25 6.5 10'-5-A 6-11- 8 24 24 24 24 11'-5' C 28 28 28 29 9.1 C 26 26 27 28 8.5 3'-4- A 3'-8"C 21 21 21 22 6-11- D 26 26 26 26 4'-6" I 23 25 7 9%8»A 6·-6- B 24 24 24 24 11'-3- C 28 28 28 29 E-r C 26 26 27 28 9 37 A 3'-6"C 21 21 21 22 6'7 D 26 26 26 26 4-3" 23 25 7.5 9-1-A 6-2-B 24 24 24 24 11'-0- 0 29 29 29 29 811-C 26 26 26 28 9.5 3'-0- A 3'-4-C 21 21 21 22 6-3- D 26 26 26 26 4'-0- I 23 24 8 8'-6"A 5'-10· C 24 24 24 24 10'-8- D 29 29 29 29 Trr C 26 26 26 27 90 MPH EXPOSUFE C or 105 & PH EXP )SURE B 8.5 8'-0"A 516" C 24 24 24 24 10-2- 0 29 29 29 29 7-1-C 26 26 26 27 40 3 7-2- A 7-9- B 19 22 23 25 13'-10- C 23 27 29 30 10'-1- I 28 29 9 7-6"A 5'-3"C 24 24 24 24 9-8" 0 29 29 29 29 6-9- C 26 26 26 27 3.5 6-2 A 6-10" B 19 21 23 24 12'-5- C 23 26 28 30 9'-0- 1 27 28 9.5 7-2 A 5-0- C 24 24 24 24 9'-3" D 30 30 30 30 6'-4- C 26 26 26 26 4 5'-5"A 6-2" 8 19 21 22 24 11'-2" C 24 26 28 29 8'4' 26 28 10 6%9-A 4'-10 C 24 24 24 24 8'-11- D 30 30 30 30 6'-1-C 26 26 26 26 4.5 4'-9- A 57 8 19 21 22 23 10-2" O 24 25 27 28 7-2- I 26 27 11 67 A 4'-5-C 24 24 24 24 8'-3- D 30 30 30 30 5'-6- C 26 26 26 26 5 44- A 5'-1- 8 20 20 22 23 1-4-D 24 25 27 28 6'-5- 1 25 26 12 58-A 4'-1-C 24 24 24 24 7-8- D 30 30 30 30 5'-1-C 26 26 26 26 5.5 3'-11- A 4'-8-C 20 20 21 23 8'-8-O 24 24 26 27 5·-10- 25 26 13 57 A 3-10- C 24 24 24 24 7-2- D 30 30 30 30 4'-8- C 26 26 26 26 6 37 A 4'-4- C 20 20 21 23 8'-1- D 24 24 26 27 5'-4- i 24 26 90 MPH EXPOSURE B 6.5 3'-4"A 4'-0-C 20 20 21 22 716- 0 24 24 25 27 4'-11- 24 25 20 3 1140"A 10-9- 8 19 22 23 24 14-11" C 21 25 27 28 13-9- C 20 25 27 28 7 3'-1" A 3-9"C 20 20 21 22 7-1"D 24 24 25 26 4-r' 24 25 LIVE 3.5 10'-2-A 9·-8- 8 19 21 22 24 14'-5 C 22 25 27 28 12'4' C 21 25 26 28 7.5 2'-10" A 3'-6-C 20 20 21 22 6'-8- 0 24 24 25 26 4'-4- I 23 25 LOAD 4 8*-11-A 8·-8- 8 19 21 22 23 13'-11-C 23 25 26 28 1103- C 21 24 26 27 8 7-8" A 3'-4- C 20 20 20 22 6'-3- 0 25 25 25 26 4'-0- 1 23 24 ONLY 4.5 T-11 A 7-11- 8 19 20 22 23 13'-6- C 23 25 26 28 10'.4-C 21 24 25 27 8.5 2'€ A 3'-2-C 20 20 20 22 5'-11"0 25 25 25 26 3-9- 1 23 24 5 7-1 A T-4- 8 20 20 21 23 13'-2- C 24 25 26 27 94 C 21 24 25 26 9 2'-4- A 34-C 20 20 20 21 5'-8- D 25 25 25 25 3'-r 22 24 5.5 6'-5"A 6'-9" B 20 20 21 22 12'-3- C 24 24 26 27 8'-10 C 22 23 25 26 90 MPH EXPOSUFE B 6 5-11 A 67 8 20 20 21 22 1105· C 24 24 25 27 87 C 22 23 24 26 40 3 T-2" A 8-7- 8 17 21 22 23 14-11- C 21 25 27 28 ''<Sis! 6.5 5'-5"A 5'-11- B 20 20 20 22 107 0 24 24 25 26 T-r C 22 22 24 25 7 5'-1"A 5-6" B 20 20 20 21 10'-1·0 24 24 25 26 74 C 22 22 23 25 7.5 4'-9 A 5'-2" B 20 20 20 21 9-7- 0 25 25 25 26 6-r C 22 22 23 24 8 4'-5"A 4'-11- B 20 20 20 21 9'-1"D 25 25 25 25 6'-2"C 22 22 23 24 8.5 4-2 A 4'-8" C 20 20 20 21 848"0 25 25 25 25 5-10-C 22 22 23 24 9 3'-11 A 4'-5" C 20 20 20 21 8'-3"0 25 25 25 25 54" " C 22 22 22 24 /1 9.5 3-9-A 4'-3" C 20 20 20 21 7'-10- O 25 25 25 25 5'-3" C 22 22 22 23 10 3'-6-A 4-0" C 20 20 20 21 TE" D 25 25 25 25 54" C 22 22 22 23 11 3'-2-A 3'-8- C 20 20 20 20 6·-11· O 25 25 25 25 44" C 22 22 22 23 12 2'-11 A 3·-5- C 20 20 20 20 6-5" D 25 25 25 25 4'-2·C 22 22 22 22 EVIL 13 2'-8"A 3%2" C 20 20 20 20 6·« D 25 25 25 25 3-10- C 22 22 22 22 :ALIC 3.5 6'-2"A T-T 18 20 21 23 13'-7" C 21 25 26 4 5-5 A 6'-10"18 20 21 22 12'4 C 22 24 26 B 18 19 21 22 11'-3-D 22 24 25 / 27 ' 104" 0 22 23 PT CT 42191\- Paoe 26 of 60 NC 20 2011 ICC ESR 1398 (2009 IBC) 10/11/2011 - JV 5 2012 9/30|lu.. SOLID COVER 5.0 POST SPACINGS FOR PAnO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS 4"x3" 1 E eam (Detail Y)7",4- 1 Eeam (Detail Q) TABLE 5.7 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REQD POST MIN FOOTER 8' |10 | 12 POST MIN FOOTER 8' |10 | 12 LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)(FT)SLAB (FT)TYPE d-(FT)TYPE d- -d- -d- -d (In) I (In) I (In) (in) (In) On) 1 (In) 90 MPH EXPOSURE C or 105 6 PH EXPCSURE B 16 Gauge x3"x8" Steel C (Detail T) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POS'r MIN FOOTER 8' |10 | 12' SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE 'd .d | V .€ (In) (In) I (In) (In) 4"xy I Eeam (Detail Y TABLE 5.7 Attached Freestandir Structure Multispan L GROUND TRIB POST POST MAX MAX POST SNOW WIDTH SPACING REQD POST MIN FOOTER 8' 1£ LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINE (PSF)(FT)SLAB (FT)TYPE d d Ic (In) (In) 1 0 90 MPH EXPOSUFE B 7"x4" 1 Eeam (Detail Q) 19 or Attached Freestanding or Inits Structure Multispan Units LENGTH MAX MAX POST LENGTH )' | 12'POST MIN FOOTER 8' | 10' | 12' D FOOTER SPACING POST SIZE CONSTRAINED FOOTEF (FT)TYPE -d .cr | .4 "d. 9 1 (In) (in) On) 1 On) (In) 16 Gauge x3"x8" Stee C (Detail T) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8'|.10' | 12' SPACING POST SIZE CONSTRAINED FOOTER FT)TYPE -d -d' {in) (In) I (in) (In) 20 3 11'-10"A 90-11' 8 21 23 25 26 13'-10" LIVE 3.5 10'-2- A 8'-10- 8 21 23 24 25 13'-4- LOAD 4 8'-11-A 8'4" 8 21 22 24 25 12·41" ONLY 4.5 T-11'A 7-3" B 21 22 23 25 12'-6- 5 7-1 A 64" B 21 21 23 24 12-1- 5.5 6'-5"A 6-2" B 22 22 22 24 11'-2 6 511 A 59 8 22 22 22 24 10-5- 6.5 5-5 A 5-4" C 22 22 22 23 9'-10 7 5'-1- A 5'-0" C 22 22 22 23 97 7.5 4'-9-A 4-9 C 22 22 22 23 8-9 8 405"A 4'-5" C 22 22 22 23 8'-3 8.5 47 A 4'-3" C 22 22 22 22 T-10- 9 3011 A 00" C 22 22 22 22 7'-6- 9.5 3'-9"A 3-10- C 22 22 22 22 T-2" 10 3'-6"A 3'-8"C 22 22 22 22 6'-10 11 3'-2"A 3'-4"C 22 22 22 22 67 90 MPH EXPOSURE B 25 3 114-A 10'-9- B 19 22 23 24 14'-11- 3.5 9'-8.A 948° B 19 21 22 24 14·-5 4 8'-6-A 8-8- 8 19 21 22 23 13'-11- 4.5 T€A r-11 8 19 20 22 23 13'-6- 5 5-7 A T-4" 8 20 20 21 23 13'-2- 5.5 6-2 A 6-9" 8 20 20 21 22 12'-3· 6 5'-8 A E-y 8 20 20 21 22 11·-5- 6.5 5'-2- A 5'-11- B 20 20 20 22 10'-9- 7 4'-10-A 5'-6" C 20 20 20 21 10'-1 7.5 4'-6-A 5-7 C 20 20 20 21 9-T 8 4'-3-A 4'-11- C 20 20 20 21 9'-1 8.5 4'-0-A 4'-8" C 20 20 20 21 8'-8 9 39 A 4'-5" C 20 20 20 21 8'-3" 9.5 37 A 47 C 20 20 20 21 7-10- 90 MPH EXPOSURE C or 105 K PH EXPCSURE B 25 3 11'-4"A 9-6" B 20 23 24 26 13'-10- 3.5 9-8"A 8'-6" 8 21 22 24 25 13'4' 4 8-6-A 7-8" 8 21 22 23 25 12'-11" 4.5 T-6- A 811- 8 21 21 23 24 12'-6- 5* 6'-9"A 6'-4" 8 21 21 23 24 11-7- 5.5 6'-2"A 5'-11- B 21 21 22 24 10'-9- 6 5'-8"A 5-6- B 21 21 22 23 10'-0- 6.5 5'-2"A 5-1-8 21 21 22 23 9-5" 7 4'-10-A 4'-9 C 21 21 22 23 8'-10 7.5 4'-6-A 4'-6- C 22 22 22 23 84 8 4'.3"A 4'-3- C 22 22 22 23 T-11- 8.5 4'-0-A 4'-0- C 22 22 22 22 7-6- 9 3'-9- A 3'-10· C 22 22 22 22 T -2- 9.5 3-7-A 3'-8 C 22 22 22 22 6010" 10 3'-4"A 3-6- C 22 22 22 22 66 GENERAL INSTRUCnONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.7 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.7 ICC ESR 1398 (2009 IBC) 10/11/2011 C 23 27 29 30 12'4' C 22 27 29 30 60 3 4'-10" A 6-5- B 16 19 21 22 11'-r D 19 24 25 27 8'-5" C 17 23 24 26 C 24 27 29 30 11'-5.C 23 27 28 30 3.5 4'-2" A 57 C 16 19 20 22 10·-3" D 20 23 25 26 7-2" C 17 22 24 25 C 25 27 28 30 100-4- C 23 26 28 29 4 5-7- A 50" C 16 19 20 21 9-3" D 20 23 24 26 64" C 17 22 23 24 C 25 27 28 30 96" C 23 26 27 29 4.5 3-2- A 4'€ C 16 18 20 21 8'-4" D 20 22 24 25 57 C 17 21 22 24 C 26 26 28 29 89 C 23 25 27 28 5 2·-11"A 4'-1- C 16 18 19 21 7'-8- D 20 22 23 25 5'-1" C 17 21 22 23 0 26 26 28 29 8'« C 24 25 26 28 5.5 2-7' A 30-9" C 16 18 19 20 7'-1- D 20 22 23 24 4'-7 C 17 20 22 23 D 26 26 27 29 74» C 24 24 26 27 6 7-5" A 3-6- C 16 17 19 20 6'-7- 0 20 21 23 24 4'-3"C 17 20 21 22 O 27 27 27 28 6010* C 24 24 25 27 6.5 2'-2"A 3-3" C 16 17 19 20 6-1- D 20 21 22 24 3'-11" C 17 20 21 22 0 27 27 27 28 6'-4- C 24 24 25 26 7 2'-1" A 3'4 C 16 17 18 20 5-8- D 20 21 22 23 3'7 C 17 19 21 22 0 27 27 27 28 5911" C 24 24 25 26 7.5 1'-11"A 2'-10" C 16 17 18 20 5'-4" 0 20 20 22 23 3'-4" C 17 19 20 22 0 27 27 27 27 5·-6-C 24 24 24 26 8 10-9 A 7-8" C 16 17 18 19 5'-1" D 20 20 22 23 3'-2" C 17 19 20 21 D 27 27 27 27 5-3" C 24 24 24 25 8.5 1'-8" A 7-6" C 16 17 18 19 4-9- D 20 20 21 23 34 C 17 19 20 21 D 27 27 27 27 4911"C 24 24 24 25 90 MPH EXPOSUFE C or 1051. PH EXP )SURE B 0 27 27 27 27 4%8" C 24 24 24 25 60 3 4'-10" A 6-5" 8 18 21 23 24 11-7- D 22 26 28 29 E-5.C 19 25 27 28 D 27 27 27 27 4'-5"C 24 24 24 25 3.5 4'-2" A 57 C 18 21 22 23 10-3" D 22 25 27 28 7-2" C 20 24 26 27 D 27 27 27 27 4'4" C 24 24 24 24 4 37 A 50" C 18 20 22 23 97 D 22 25 26 28 64" C 20 23 25 26 4.5 3'-2- A 4'€· C 18 20 21 23 814" D 22 24 26 27 57 0 20 23 24 26 C 21 25 27 28 13'-9· C 20 25 27 28 5 2'-11" A 4'-1-C 18 20 21 22 7%8" D 22 24 25 27 5-1" C 20 22 24 25 C 22 25 27 28 12'4' C 21 25 26 28 5.5 2'-7" A 3'-9-C 18 19 21 22 T-1"0 23 23 25 26 4'7 C 20 22 24 25 C 23 25 26 28 11'-3- C 21 24 26 27 6 7-5- A 3'-6-C 18 19 21 22 6-TO 23 23 25 26 4-3 C 20 22 23 25 C 23 25 26 28 10'4 C 21 24 25 27 6.5 7-7 A 3'-3-C 18 19 20 22 6'-1"0 23 23 24 26 3'-11" C C 24 25 26 27 54 C 21 24 25 26 7 2'-1- A 3'4" C 18 19 20 22 5'-8"D 23 23 24 25 3'7 C C 24 24 26 27 8-10 C 22 23 25 26 0 24 24 25 27 87 C 22 23 24 26 OVER-TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 0 24 24 25 26 77 C 22 22 24 25 HANG PROJECTION OF SINGLE SPAN STUCTURES (FT) 0 24 24 25 26 7'-1 C 22 22 23 25 (FT) 6'7 8 9' 10 11' 12' 13 14' 15' 16' 17' 18' 19 20'21' 22' 0 25 25 25 26 67 C 22 22 23 24 0 3 3.5 4 4.5'5 5.5 6 6.5 T 7.5'8' 8.5 9 9.5' 10 10.5 11' D 25 25 25 25 602" C 22 22 23 24 1' 3.9 4'4.5' 5'5.5' 6'6.5' T 7.5 8' 8.5 9'9.5'10·10.5'11'11.5' D 25 25 25 25 5-10' C 22 22 23 24 2' Wa nia Wa 5.5 6 6.5' r 7.5 8'8.5'5 9.9 10 10.5 11'11.5' 12' 0 25 25 25 25 5'-6" 0 22 22 22 24 y Na nia nia nia nia nia nia 8' 8.5'9 9.5 10 10.5 11'11.5'12'12.5' 0 25 25 25 25 5'-3" C 22 22 22 23 4' n/a nla rva rda Wa nia nia rda nia .la na 10.5'11'11.5' 12' 12.5' 13' C 23 27 29 30 12'-3- C 22 27 29 30 TABLE 5.3 Post Requirements TABLE 5.4 Post Requirements for C 24 27 29 30 11'-0- C 22 26 28 30 for Attached Single Span Structures Freestanding Structures or Multispan Attached Structures C 25 27 28 30 9'-11" C 23 26 27 29 Post Description Max POST Detail Post Description Maximum 1 Max POST C 25 27 28 30 9'-1-C 23 25 27 28 Hm Code Footing Height Code Deta C 26 26 28 29 8'4 C 23 25 26 28 Twin 0.0622(1.5"xl.5" Scroll 9' A AC 0.041"x3"xy Steel Clover d= 20" 9'B Nll,AH \UZ-22C 26 26 27 29 r-r C 23 24 26 27 0.042"x3"x8" Aluminum Post 11'B N30 0.041"x3"x3" Steel Clover d= 21" 8'B Nll,AH D 26 26 27 28 no" C 23 24 26 27 0.024"Post with Sideplates 12'B N16. BK 3/16"x3"23" Steel Square d= 28"12'C N17, AG D 26 26 27 28 6-5-C 23 24 25 27 Clover 0.030"xrx3" Alum 11'B Nll,AH 3/16"x3"xy Steel Square d= 28" 8'D N17, AG 0 26 26 26 28 64- C 23 23 25 26 Clover 0.040"xyx3" Alum 12'B Nll,AH 1/4"xyx3" Steel Square d= 28" 12' D N 17, AG 2 0 26 26 26 27 57 C 23 23 24 26 Colonial 0.062" Extruded 12' C AE 3/16"x4'x4" Steel Square d= 28"12'E N17, AG ,« 0 27 27 27 27 5'-3"C 23 23 24 25 0.041"*3"*3' Steel Clover 12'D Nll,AH 1/2"x4"x4" Steel Square d= 37"12'D N17, AG*' i 0 27 27 27 27 4'-11· C 23 23 24 25 0.041"x3"x3" Steel Clover 8' E Nll,AH 1/2"x4°x4" Steel Square d= 31"15'D N17, A* € O 27 27 27 27 4'-8- C 23 23 24 25 3/16'x3"x3- Steel Square 15' H 0 27 27 27 27 4'-5"C 23 23 23 25 1/4""x3"xy Steel Square 15' 1 D 27 27 27 27 4'-2- C 23 23 23 25 3/16"x#")(4' Steel Square 15'J N17, AG 1/2"x4"x41" Steel Square 15'K N17, AG '00;Sifi8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN 10 TABLE 5.7 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products4>Sw TEM# CFREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 5208 Tennyson Parkway 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Plano, Texas 75024 10. USE THE APPROPRIATE DETAILS (Nl-N35 or A-BM)1 W- Cart Putnam, P. E..d> r#$FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN 3441 Ivylink Place 9 640/1201 SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.7 Lynchburg, VA 24503 /OWE*\ SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.nel 1 SLAB 9. FOLLOW 9-10 FROM ABOVE I ><-FLMiL--/P--11511 SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES EOFCALES OCT 20 2- MJJ NOV Page 27 of 60 -rMesi/36-|20 20 21 20 21 23 24 BOFESSIONA- - c F - VY viv31Y - N17, AG N17. AG U U 6 cofes on f 0 A PT 0 11 'gned ONA 43 5 2012 \1 4 ons\26 Ojew.ne, (83.2004 on fS ss /64 i IN 90 MPH WIND AREAS Double 6Ga x3"x8" Steel C (Detail T and AY]Double 12Ga 3"x8" Ste€ I C Beam (T and AY) Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND * 4 Ce loX\€ 11.\ STGE__&-2 °5 'ERESULIU UUVil€ 5.0 PUST APACINGS FOR PATIO AND COMMERCIAL COP 12 Gauge x3"x8" Steel J (Detail T) TABLE 5.8 Attached Freestanding or Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH 12 Gauc e x3™8" Steel C (Detail T) TABLE 5.8 Attached Freestanding or Structure Multispan Units TRIB POST POST MAX MAX POST LENGTH Double 16Ga x3"x8" Steel C (Detail T and i. Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH Double 12Ga 3"x8" Stlel C Beam (T and AY Attached Freestanding or Structure Multispan Units MAX MAD< POST LENGTH SNOW WIDTH SPACING REQ'D POST MIN FOOTER 8' |12' | 15'POST MIN FOOTER 8' |12' | 15'POST MIN FOOTER 8' |12' | 15'SNOW WIDTH SPACING REQ'D POST MIN FOOTER 8' |17 | 15'POST MIN FOOTER 8' | 12' | 15 POST MIN FOOTER 8' |1/ | 15' LOAD (FT)ON SLAB FOR SPACING POST SIZEE CONSTRAINED FOOTER SPACING POST SIZEE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)(Fo SLAB (Fr)TYPE 'd 9 | .d- | .d.(FT)TYPE -d -d- | .d- | .d-(FT)TYPE -d -d- | -d- | .d-(PSF)(FD SLAB (FT)TYPE d 9 | 'S | -d (FT)TYPE d 'd' | 9 | -d'(FT)TYPE -d-Y l Y 1 Y On) On) 1 On) I On) (In) (In) I (In) I (In)(In) (In) I On) 1 M (in) on) 1 MI (In)(In) (In) (in) (In)(In) On)(in) 1 (In) 90 MPH EXPOSURE B 90 MPH EXPOSUPE B 10 5 13'-r A 22'-11- O 29 29 32 5 5'-8-A 17-6-D 26 27 30 32 18'-10" O 27 27 30 32 24'€ D 29 29 32 34 LIVE 5.5 124 A 22'-0- O 29 29 32 5.5 5'-2"A 16'€ D 27 27 30 31 17-11· O 27 27 30 32 23'-9" E 30 30 32 34 LOAD 6 114 A 20·-11- D 30 30 31 6 4'-9-A 15-8- D 27 27 29 31 lr-2- O 28 28 30 32 23'-1" E 31 31 32 34 ONLY 6.5 10-5-A 19-11- D 30 30 31 6.5 4'-4-A 14'-10- D 27 27 29 31 16'-5" 0 28 28 30 31 22-5" E 31 31 32 34 7 9'-8"A 19'-0- D 30 30 31 7 4'-1"A 14*-2 D 27 27 29 30 15'-9- 0 28 28 29 31 21'-11" E 32 32 32 33 75 9-1.A 18-3' D 30 30 30 75 3'4r A 13'7 D 28 28 28 30 157 0 29 29 29 31 21'-5" E 32 32 32 33 8 8'-6 A 177 0 31 31 31 8 3'-6-A 13'-0- D 28 28 28 30 14'-8- 0 29 29 29 31 20-11- E 33 33 33 33 8.5 8'-0"A 16-11" 0 31 31 31 8.5 3'-4-A 12'-6- D 28 28 28 30 14'-2- 0 29 29 29 30 20'-6· E 33 33 33 33 9 1-6-A 16'4 0 31 31 31 9 3-2-A 12-0 D 28 28 28 29 13'-9" E 29 29 29 30 20'-2" E 33 33 33 33 9.5 T-T A 15'-9- O 31 31 31 9.5 3·-0-A 11-r D 28 28 28 29 13'-4- E 30 30 30 30 19-9- E 34 34 34 34 10 A 15'-3- O 32 32 32 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 10.5 6'-5-A 14-9- 0 32 32 32 10.5 2'-8-A 1010- D 29 29 29 29 127 E 30 30 30 30 19-2- E 35 35 35 35 11 6'-2-A 14'-4- O 32 32 32 11 27 A 10%6" 0 29 29 29 29 127 E 30 30 30 30 18+40- E 35 35 35 35 11.5 5'-11-A 13'41- O 32 32 32 11.5 205"A 10-2- D 29 29 29 29 124- E 31 31 31 31 187 E 35 35 35 35 12 5-8-A 13-7- O 32 32 32 90 MPH EXPOSUFE C or 105 h PH EXP)SURE B 13 5-2-A 12'-10" 0 33 33 33 5 5'-8"A 167 0 29 29 32 34 17-5- 0 29 29 33 35 23'-3 E 32 32 35 37 14 4'-10-A 12'-3- O 33 33 33 5.5 9-T A 15'-0- D 29 29 32 34 167 0 30 30 32 34 22'-r E 33 33 35 37 15 4'-6-A 11'-8- O 33 33 33 6 4'-9"A 147 0 29 29 31 33 15'40- D 30 30 32 34 21'-11" E 34 34 34 38 90 MPH EXPOSURE C or 105 N PH EXPCSURE B 6.5 4'-4-A 13'-6- D 30 30 31 33 15 2-0 31 31 32 34 21'4' E 34 34 34 36 10 5 13'-r A 21'-2- O 31 31 34 7 4'-1"A 12'40- 0 30 30 31 32 147 0 31 31 31 33 20'-10'E 35 35 35 36 LIVE 5.5 12'-4-A 20-0- O 32 32 34 7.5 3-r A 17-3-030303032 14'-0-03131313320'-4-E 35353536 LOAD 6 11'-4-A 19-0- O 32 32 33 8 3%6"A 11-9" D 30 30 30 32 13'€ O 32 32 32 33 19-11- E 36 36 36 36 ONLY 6.5 10'-5-A 18'-1- D 33 33 33 8.5 3·-4"A 11'-4" D 30 30 30 32 13'-1- E 32 32 32 33 19'-6- E 36 36 36 36 7 9-8-A 17'-3- 0 33 33 33 9 3'-2'A 10'-10" D 31 31 31 31 12'-8-E 32 32 32 32 19'-2" E 37 37 37 37 7.5 9'-1"A 16'7 0 33 33 33 9.5 3'-0-A 10-6- 0 31 31 31 31 12 3- E 32 32 32 32 12-9- E 37 37 37 37 8 8'-6"A 15'-11" O 33 33 33 10 2-10 A 10'-1-O 31 31 31 31 11'-11" E 33 33 33 33 18'-6- E 38 38 38 38 8.5 8'-0"A 15'-3- 0 34 34 34 10.5 24-A 9-9- O 31 31 31 31 11'-7- E 33 33 33 33 18'-2- E 38 38 38 38 9 T€A 14'-9- O 34 34 34 11 2·7 A 9%6-O 31 31 31 31 11'-3- E 33 33 33 33 1T-11- E 39 39 39 39 9.5 T-2 A 14'-3- D 34 34 34 11.5 2'-5"A 97 0 31 31 31 31 11'-O- E 33 33 33 33 1 7-6- E 39 39 39 39 10 6'-9-A 13'-9- 0 34 34 34 90 MPH EXPOSUB E C or 105 6 PH EXP )SURE B 10.5 6-5-A 13'-4- 0 35 35 35 5 4'-4 A 14'4" O 28 28 31 33 15'-11- D 29 29 32 34 22'-0' E 32 32 34 37 11 6'-2-A 12'-11- O 35 35 35 5.5 3*-11- A 13'-6- 0 28 28 31 33 157 0 29 29 32 34 21-3- E 32 32 34 36 11.5 5'-11-A 12'-7- O 35 35 35 6 3'-7"A 12'-9" 0 28 28 30 32 14'-5" 0 29 29 31 33 20'4" E 33 33 34 36 12 5-8-A 17-3- D 35 35 35 6.5 3.4.A 12·4" D 28 28 30 32 13-10- 0 30 30 31 33 20·-1- E 34343436 13 5'-2-A 11-7- D 35 35 35 7 3'-1"A 11'-6" 0 29 29 30 32 13'-r E 30 3031 33 19'-8- E 3434 34 36 14 4'-10-A 11'-0- D 36 36 36 7.5 2'-10" A 11'4 D 29 29 30 31 12-9" E 30 30 30 32 197 E 35 35 35 35 15 4'-6-A 10·-6- D 36 36 36 8 7-8-A 10-6- 0 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 3131 31 32 18'-5- E 36363636 20 5 Ta-A 18-10- D 27 27 30 9 2%4"A 97029292931 11-6-E 3131313218-1"E 36363636 LIVE 5.5 6 5 A 17-9' D 27 27 30 32 19'-0- D 28 28 31 32 24'-8- 0 30 30 32 34 9.5 2'-3"A 9'4' D 30 30 30 30 11'-1- E 31 31 31 32 17'-8" r 37 37 LOAD 6 5'-11"A 16-10-D 28 28 30 32 187 D 28 28 30 32 24'-0- E 31 31 32 34 10 2-2 A 943 0 30 30 30 30 10-9- E 32 32 32 32 lr-3- 1 37 37 ONLY 6.5 5'-5"A 16'-0- D 28 28 29 31 17·-5- D 29 29 30 32 23'-4- E 32 32 32 34 10.5 2'-0.A 8'-8" 0 30 30 30 30 10'-6-E 32 32 32 32 16-10' 1 37 37 7 5'-1 "A 157 0 28 28 29 31 16'-9- 0 29 29 30 32 229 E 32 32 32 34 11 1%11" A 8-5- E 30 30 30 30 10-2- E 32 32 32 32 16-5" I 38 38 7.5 4'.9-A 14-7- O 28 28 29 31 16-2- D 29 29 29 31 22-3" E 33 33 33 34 90 MPH EXPOSURE B 8 4'-5"A 14'-0- 0 28 28 29 30 15'-7- D 30 30 30 31 21'-10" E 33 33 33 33 40 5 4'-4-A 15'4" D 25 26 29 31 174" 0 26 27 30 32 / 8.5 4-2"A 13%5 0 29 29 29 30 15-1· D 30 30 30 31 21'-4- E 33 33 33 33 5.5 3'-11- A 14'-r D 26 26 29 31 16'-2" 0 26 26 29 9 3'-11»A 12'-11" D 29 29 29 30 14'-8· 0 30 30 30 31 20-11- E 34 34 34 34 6 3-7 A 13'-10' 0 26 26 28 30 15'-5- 0 27 27 29 /4>/d'* 9.5 3-9'A 12'-6- D 29 29 29 30 147 0 30 30 30 30 20'-7- E 34 34 34 34 10 3'-6"A 12'-1' 0 29 29 29 29 13-10 O 31 31 31 31 20-3- E 35 35 35 M 10.5 3%4"A 11'-8" O 29 29 29 29 13-5- O 31 31 31 31 19-11- E 35 35 35 35 11 37 A 11'4 D 30 30 30 30 13-1· E 31 31 31 31 19-7- E 35 35 35 35 11.5 3'-1"A 11'€ D 30 30 30 30 12'-9· E 31 31 31 31 19'-4- E 36 36 36 30 12 2'-11 A 10'-8- D 30 30 30 30 12'€ E 31 31 31 31 19'-0- E 36 36 36 36 13 2'-8 A 10-1· D 30 30 30 30 11·-11" E 32 32 32 32 18'-6- E 37 37 37 37 14 2'-6-A 9-7- 0 30 30 30 30 11'-5- E 32 32 32 32 18·-1- E 37 37 37 37 MIL.../' 15 2'-4"A 9-2 0 31 31 31 31 110 E 32 32 32 32 17-6- E 38 38 38 38 22'-4-D 28 D 31 30 21'-8-D 29 29 0 32 21'-1-D 30 30 0 32 D 30 30 31 ;H 25-6-D 33 D 31 31 D 33 15-6-31 31 D 34 18-10-0 31 31 D 18'-3-D 32 32 24-2 E 35 17'-9-D 32 E 35 17'-3 D 32 32 32 234 E 36 16'-9-D 33 33 < 2241-E 36 16-4-D 33 E 37 15-11-0 33 E 37 15'-7-0 33 E 37 15 3 D 34 34 34 X 21'-r E 38 14'.7 D 34 14 341 ,@;h€, 21'-0-E 38 30 14'-0-D 34 E 39 13'-5-E 35 E 40 40 APIPIRRAXERREP;kkniER A ARRS; 8% RR *R :PA: **29 21'-2-D 31 31 34 < 27-4-D 20-6-D 32 32 34 256 D 19-11-D 33 33 34 >< 25-9 194-D 33 33 33 1£5 254 D 18·-7'D 34 E 11-11 D 34 E 17'-4-D 34 E 16'-10"D 35 35 35 ,;M 27.11-E 164-0 35 E 1510-D 35 35 35 1*lf 22-1-E 15'.5-D 36 36 36 1 218"E 40 40 15'-0"D 36 E 40 40 40 14%8"D 36 36 X 2100*E 41 41 14'+3"D 36 36 36 /*< 204*E 41 41 13'-11"E 37 37 E 42 42 13'4-E 37 37 E 42 42 12'-10"E 37 37 19'-5 E 43 43 12'-4-E 38 38 38 E><2 18-11"E 44 44 44 32 19'-9*D 27 28 31 33 25'-6-D 30 30 33 35 14'-9" 0 27 27 29 /31 / 14'-7 0 27 27 29 30 28 28 28 1 30 1 Z-120 0£ 7 8 5/ Z DC/) 27 27 .· 11' 029E *6 1 - : EU) 2SE- 1;l -) ;2' 2 29 PT CT 0 CI /Vt\.6 *med40.162'31 1 PmnA OR nf Rn 4- ONA U. -40 N 37 37 37 37 37 37 38 38 N' to/ 201 20 2011 ICC ESR 1398 (2009 IBC) 10/11/2011 -=- --V -- OV 5 2012 Wires-630|1 .. SOLID COVER 5.0 POST SPACINGS FOR PAHO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS 12 Gauge x3"x8" Steel J (Detail T)Double 6Ga x3"x8" Steel C (Detail T and AY'-Double 12Ga 3™8" Sted C Beam (T and AY) TABLE 5.8 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND SNOW WIDTH SPACING REQ'D POST MIN FOOTER 8' | 12' | 15 POST MIN FOOTER 8' |17 | 15'POS'r MIN FOOTER 8' |17 | 15 SNOW LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTFUUNED FOOTER SPACING POST SIZE CONSTRAINED FOOTER LOAD (PSF)(FT)SLAB (FT)TYPE d' .,1 -d- 1 Y (FT)TYPE ·d· | .B Y (FT)TYPE ·d· ./ |.d- | -d.(PSF) (In) (In) 1 (In) 1 (In) (in) On) 1 (In) (In) (In) On) 1 (In) 1 (In) 90 MPH EXPOSURE C or 105 & PH EXPCSURE B. 20 5 7'-1-A 17-6- O 30 30 33 35 18-10" D 30 30 33 35 24'-6· D 33 33 35 37 60 LIVE 5.5 6'-5"A 16'-6- D 30 30 32 34 17'-11"0 31 31 33 35 23'-9· E 34 34 35 37 LOAD 6 5-11"A 15'-8- O 30 30 32 34 17*-2- 0 31 31 33 35 23·-1- E 34 34 35 37 ONLY 6.5 5'-5"A 14-10" 0 30 30 32 34 16'-5-0 32 32 32 34 2245 E 35 35 35 37 7 5-1"A 14'-2- O 31 31 31 33 159 0 32 32 32 34 21'-11" E 36 36 36 36 7.5 4 -9"A 137 0 31 31 31 33 1522· D 32 32 32 34 21'-5- E 36 36 36 36 8 4'-5"A 13'-0- D 31 31 31 33 14%8- D 33 33 33 33 20-11- E 37 37 37 37 8.5 4'-2"A 12'-6- D 31 31 31 32 14'-2- D 33 33 33 33 20'-6- E 37 37 37 37 9 3'-11"A 12'-O- D 32 32 32 32 13%9· E 33 33 33 33 20 2- E 38 38 38 38 9.5 3'-9"A 11-7· D 32 32 32 32 1304' E 33 33 33 33 19-9- E 38 38 38 38 10 3·4 A 117 0 32 32 32 32 13%0" E 34 34 34 34 19'-5- E 38 38 38 38 10.5 34"A 10'-10 0 32 32 32 32 12·-7· E 34 34 34 34 19-2- E 39 39 39 39 11 3'-2"A 10'-6* O 32 32 32 32 12'-3· E 34 34 34 34 18-10" E 39 39 39 39 11.5 301"A 10'-2- O 33 33 33 33 12·-0· E 34 34 34 34 18-7- E 40 40 40 40 60 12 2'-11"A 9-11- D 33 33 33 33 1108· E 35 35 35 35 18'-4- E 40 40 40 40 13 2-8"A 9'-4" D 33 33 33 33 11'-2- E 35 35 35 35 17·-9- E 41 41 41 41 90 MPH EXPOSURE B 12 Gauc e x3"x8- Steel C (Detail T) TABLE 5.8 Attached Freestanding or Structure Multispan Units TRIB POST POST MAX MAX POST LENGTH WIDTH SPACING REQD POST MIN FOOTER 8' |12' | 15' FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER (F D SLAB (FT)TYPE -d-V Y Y (in) On) (in) (In) 90 MPH EXPOSURE B 5 2'-11" A 12·-1 0 23 25 28 29 5.5 2-r A 11'-6" 0 24 24 27 29 6 2'-5"A 10'-10' O 24 24 27 29 6.5 2'-2"A 10-3 O 24 24 27 28 7 2'-1"A 99 D 24 24 26 28 7.5 1'-11" A 9·-3" D 24 24 26 28 8 1-9-A 8-10 E 24 24 26 28 8.5 1'-8-A 8'4 E 25 ' 25 26 27 9 1-7 A 8'-2"E 25 25 25 27 9.5 1'-6-A 7-10- E 25 25 25 27 10 1'-5- A T-T E 25 25 25 27 10.5 1'-4 A r-2" E 25 25 25 27 90 MPH EXPOSUFE C or 105 6 PH EXP)SURE 8 5 2'-11 A 12·-3 0 26 27 30 32 5.5 2-1-A 11·+6" O 26 27 30 32 6 2-5-A 10.10 O 27 27 29 31 6.5 2'-2-A 10-3- 0 27 27 29 31 Double 16Ga x3"x8" Steel C (Detail T and i. Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |12' | 15' SPACING POST SIZE CONSTRAINED FOOTEF (FD TYPE -d 4 | '4 | 'd' (In) (in) I On) I (in) 14'-0-D 24 26 29 30 13·-3" E 25 25 . 28 30 127 E 25 25 28 30 12'4 E 25 25 28 29 11'-6-E 26 26 27 29 11'4 E 26 26 27 29 10'-8- E 26 26 27 29 10-3" E 26 26 27 28 9'-11"E 26 26 27 28 9·7 E 27 27 27 28 9'-4-E 27 27 27 28 9'-0-E 27 27 27 28 14'-0" E 27 28 31 33 13'-3"E 28 28 31 33 127 E 28 28 30 32 12'-1- E 28 28 30 32 Double 12Ga 3-x8" Stlel C Beam (T and AY Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |12' | 15' SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE · ·cr 'd d f 1 M I M I M 207 E 19 7 E 19-0' E 18'-6" E 18·-1- E 17'-8" E 17·-1" E 167 H 16-1" H 15'-8" H 15·-3" H 14'-11- H 20'-3" E 19·-7- E 19'-0- E 18'-6- E 25 5 6'-9"A 18'-10" D 27 27 30 32 190.9· 5.5 6-2-Alr-9' D 27 27 30 32 194 6 5%8"A 16%10" D 28 28 30 32 18'-2 6.5 5'-2"A 16'-0- D 28 28 29 31 17-5 7 • 4'-10'A 15-3 0 28 28 29 31 16-9- 7.5 4'-6"A 14'-7-0 28 28 29 31 16-2 8 4'-3 A 14'-0- 0 28 28 29 30 15'-7- 8.5 4'-0"A 13'-5- O 29 29 29 30 15'-1" 9 3'-9"A 12'-11" 0 29 29 29 30 14'-8- 9.5 3-7-A 12'-6- D 29 29 29 30 14'-3- 10 3'-4-A 12-1 D 29 29 29 29 13'-10" 10.5 3'-2-A 11'4 D 29 29 29 29 13'-5- 11 3·-1-A 11'4 0 30 30 30 30 13'-1- 11.5 2·-11-A 11'4· O 30 30 30 30 12 9- 90 MPH EXPOSURE C or 105 4 PH EXPCSURE 8 25 5 6%9"A 17'-0- 0 29 29 32 34 18'-4- 5.5 E-r A 16-0- 0 30 30 32 34 17'-5- 6. 5'-8-A 157 0 30 30 32 34 16'-8- 6.5 5'-2"A 14'-4- D 30 30 31 33 16'-0- 76 4'-10-A 13'-8- 0 30 30 31 33 15'-4- 7.5 4'-6-A 13'-1- O 31 31 31 33 14'-9 8 4'-3"A 12'-7- O 31 31 31 32 14'-3 8.5 4'-0"A 17-1- O 31 31 31 32 13'-9- 9 3.-9 A 11'-7- O 31 31 31 32 13'-4 9.5 3-T A 11'-2- D 31 31 31 32 13+0' 10 3'-4"A 10-10- D 32 32 32 32 12-r 10.5 3'-2"A 10'-5- D 32 32 32 32 12'-3 11 3'-1"A 10'.1" D 32 32 32 32 11'-11- 11.5 2·-11 A 5-10- D 32 32 32 32 11'-7- 12 2'-10 A 9'-6-0 32 32 32 32 11'-4- GENERAL INSTRUCRONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.8 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.8 ICC ESR 1398 (2009 IBC) 10/11/2011 In 28 28 29 29 30 30 30 31 31 31 32 32 31 32 32 33 33 14 M 35 35 33 33 32 32 32 32 32 31 31 31 32 32 34 34 33 33 33 34 34 35 35 -OFESS/04*1 \-.PU 8 9 EP 6 44 OF CA\.\FO eG\NEER. 0 27 28 31 33 25'-6- O 30 30 33 35 7 2'-1"A 9'-9" 0 27 27 29 31 11'€ E 29 29 30 32 18·-1- E 0 28 28 31 32 24'-8- 0 30 30 32 34 7.5 1'-11" A 9'-3" E 27 27 28 30 11'-1- E 29 29 30 31 1 7-8- E 0 28 28 30 32 24'-0- E 31 31 32 34 8 1'-9"A 8-10" E 28 28 28 30 104" E 29 29 29 31 17'-1 " E 0 29 29 30 32 23'-4- E 32 32 32 34 8.5 1'-8 A 8'-6"E 28 28 28 30 10-3" E 30 30 30 31 16'7 H D 29 29 30 32 22'-9' E 32 32 32 34 9 1'-7-A 8'-2 E 28 28 28 30 9-11» E 30 30 30 31 16-1- H D 29 29 29 31 227 E 33 33 33 34 D 30 30 30 31 21'-10" E 33 33 33 33 OVER-TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES D 30 30 30 31 21'-4- E 33 33 33 33 HANG PROJECTION OF SINGLE SPAN STUCTURES (FT) D 30 30 30 31 20'-11" E 34 34 34 34 (FT) 5 7 8 9' 10 11' 12' 13'14' 15 16' 1 T 18'19' 20 21'22' D 30 30 30 30 20'-7- E 34 34 34 34 0' 3' 3.5 4'4.5'9 5.5 5 6.5' r 7.9 8 8.5 9 9.5' 10' 10.5 11' E 31 31 31 31 20'-3- E 35 35 35 35 1' 3.5 4'4.5 5'5.5' 5 6.5 T 7.9 8' 8.5'9 9.9 10 10.9 11'11.5' E 31 31 31 31 15-11- E 35 35 35 35 2 nla nia Wa 5.5'6' 6.5 T 7.5' 8'8.5'9.5 10 10.5 11'11.5' 12' E 31 31 31 31 19'-r E 35 35 35 35 y Wa Wa Wa nia nia rda Wa 8 8.5'9' 9.5' 19 10.5'11'11.5 12'12.5' E 31 31 31 31 19-4 E 36 36 36 36 4' Wa Wa nia nia nia nia Wa nia nia nia Wh 10.5'11'11.5'12'12.5' 13 0 30 30 33 35 24'-1· E 33 33 35 37 TABLE 5.3 Post Requirements TABLE 5.4 Post Requirements for 0 30 30 33 35 23·4 E 34 34 35 37 for Attached Single Span Structures Freestanding Structures or Multispan Attached Structures 0 31 31 32 34 22'-8- E 34 34 35 37 Post Description Max POST Detail Post Descripnon Maximum Max POST 0 31 31 32 34 27-1- E 35 35 35 37 Hqt Code Footingg Height Code Detail D 32 32 32 34 21'-6 E 35 35 35 36 Twin 0.06291.5"xl.5" Scroll 9' A AC 0.041"xyxy Steel Ciover d= 20" 9'B N11, AIM 0 32 32 32 33 21'-0· E 36 36 36 36 0.042"x3"xr Aluminum Post 11'B 1430 0.041"xyxy Steel Clover d= 21" 8'B Nll,AH D 32 32 32 33 20-7- E 36 36 36 36 0.024"Post with Sideplates 12' B 1416, BK 3/16"x3"x3" Steel Square d= 28"12'C N17, AG D 33 33 33 33 20-2- E 37 37 37 37 Clover 0.030"x3"xy Alum 11'B Nll,AH 3/16"x3"x3" Steel Square d= 28" 8'D N17, AG E 33 33 33 33 19-9 E 37 37 37 37 Clover 0.040"x3"x3" Alum 12'B Nll.AH 1/4""x3"x3" Steel Square d= 28"12'D N17, AG E 33 33 33 33 19-5" E 38 38 38 38 Colonial 0.062" Extruded 12' C AE 3/16"x4-x4" Steel Square d= 28"12'E N17, AG E 33 33 33 33 19-1- E 38 38 38 38 0.041"x3»xy Steel Clover 12'D Nll,AH 1/2"x4*x4" Steel Square d= 37"12'D N17, AG E 34 34 34 34 18·-9- E 39 39 39 39 0.041 "0"<3° Steel Glover 8' E Nll,AH 1/2"x4"x4" Steel Square d= 31" 15' D N17, AG E 34 34 34 34 18·-6" E 39 39 39 39 3/16"xy« Steel Square 15' H E 34 34 34 34 18-3- E 39 39 39 39 1/4""<32*3" Steel Square 15' I E 34 34 34 34 18'-0-E - 40 40 40 40 3/16"x4"x4" Steel Square 15' J 1/2"x4"x4- Steel Square 15' K 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.8 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products V. FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 5208 Tennyson Parkway 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Plano, Texas 75024 10. USE THE APPROPRIATE DETAILS (Nl-N35 or A-BM)'0.-1-62 Cart Putnam, P. E. FOR PAT1O SLABS FOLLOW 1 -6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.8 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.net \ ./1 -- SLAB 9. FOLLOW 9-10 FROM ABOVESLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES •< F OCT NOV 5 2012 Page 29 of 60 N17. AG N17, AG N17, AG N17, AG 1/SS34 j kforessioji 0NVIL CAL /FORN\ ,0 A PT 0 ' 20 20 1 *Ded ONA U · Al# Dires 9/301'2-u >0 Z m SOLID COVER 6.0 POST SPACINGS FOR PAnO AND COMMERCIAL COVERS HIGH WIND AREAE 0.042"x: "x8" Box Beam (Detail N30)Double 0.042"x3"x8" Beam (Detail N25) TABLE 6.1 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Muttispan Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REQD POST MIN FOOTER 8 |10 | 12 POST MIN FOOTER 8'119 1 12 LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)(FT)SLAB (FT)TYPE d Y | Y | -dr (Fr)TYPE d .€ On) On) 1 On) 1 (In) On) (In) 1 (In) (In) 105 MPH EXPOSURE B or 85 MPI EXPOSJRE C 10 3 22'4 A 8'4" A 19 25 26 27 14'-6- 8 23 28 30 31 LIVE 3.5 19'-5-A 77 A 19 24 25 27 13'-4- 8 24 27 29 30 LOAD 4 1 7-0-A 67 A 20 23 25 26 12-4- C 24 27 29 30 ONLY 4.5 15'-1-A 6'-0" A 20 23 25 26 11'-6- C 25 26 28 30 5 13'-7 A 5'-6" A 20 23 24 26 10-9- C 25 26 28 29 5.5 12'-4-A 5'-2- A 20 22 24 25 107 C 25 26 27 29 6 11'-4-A 4-9- A 20 22 23 25 9-8-C 25 25 27 28 6.5 10'-5-A 4'-6- A 20 22 23 25 9-2"C 26 26 27 28 7 9-8-A 4'-2- A 20 21 23 24 8-9- C 26 26 26 28 7.5 9'-1-A 4'-0- A 20 21 23 24 5-4-C 26 26 26 28 8 8'-6-A 3'-9- A 21 21 22 24 84- C 26 26 26 27 8.5 8-0'A 3'-7- A 21 21 22 24 T-8-C 27 27 27 27 9 7-6-A 3'-5- A 21 21 22 23 TA-C 27 27 27 27 9.5 T-2"A 3'-3- A 21 21 22 23 7-1- C 27 27 27 27 10 649"A 3'-1- A 21 21 22 23 6-10· C 27 27 27 27 11 67 A 7-10" A 21 21 21 23 6-5" C 27 27 27 27 12 5-8-A 27 A 21 21 21 23 6'4" C 27 27 27 27 13 5'-2"A 2-5- A 21 21 21 22 5'-8- C 28 28 28 28 105 MPH EXPOSURE C 10 3 22'-8'A T« A 20 26 28 29 13'-0- C 25 30 31 33 LIVE 3.5 19'-5-A 67 A 21 25 27 28 11'-10-C 26 29 31 32 LOAD 4 1 7-0-A 5'-8- A 21 25 26 28 10.11- C 26 28 30 32 ONLY 4.5 15'-1-A 57 A 21 24 26 27 100-2- C 26 28 30 31 5 13'-7"A 4-9" A 21 24 26 27 94" C 27 28 29 31 5.5 12'-4-A 4'4" A 21 24 25 27 9-0- C 27 27 29 31 6 11'-4-A 4'-1- A 21 23 25 26 8'-6-C 27 27 29 30 6.5 10'-5-A 3'-9" A 22 23 25 26 8'-0"C 28 28 28 30 7 8.8»A 3'-7- A 22 23 24 26 7-8- C 28 28 28 30 7.5 9-1-A 5-4- A 22 22 24 25 7-3- C 28 28 28 29 8 8%6"A 3-2- A 22 22 24 25 77 C 28 28 28 29 8.5 8'-0"A 3'-0- A 22 22 24 25 618" C 28 28 28 29 9 TZ A 7-10' A 22 22 23 25 605" C 29 29 29 29 9.5 T-2"A 74" A 22 22 23 25 67 0 29 29 29 29 10 649 A 2'7 A 22 22 23 24 5011- C 29 29 29 29 11 6-2"A 2%4* A 22 22 23 24 5%6- 0 29 29 29 29 12 5'-8"A 7-2- A 22 22 22 24 57 C 29 29 29 29 13 502"A 7-0" A 22 22 22 24 4910 C 29 29 29 29 110 MPH EXPOSURE B or 90 MPI EXPOSJRE C 10 3 22%8-A 7-9" A 19 25 26 28 13'-11 8 24 28 30 32 LIVE 3.5 19'-5-A 6·-11-A 20 24 26 27 129 C 24 28 29 31 LOAD 4 1 7-0-A 67 A 20 24 25 27 11'-10" C 25 27 29 30 ONLY 4.5 15-1-A 9-8" A 20 23 25 26 11'4» C 25 27 28 30 5 13'-7-A 5-3" A 20 23 24 26 104 C 25 26 28 30 5.5 12'-4-A 4'-10- A 20 23 24 25 9-9" C 26 26 28 29 6 11'-4-A 4'-6" A 20 22 24 25 9'-3"C 26 26 27 29 6.5 10 5-A 4'-3" A 21 22 24 25 8'-9"C 26 26 27 29 7 9-8 A 4'-0" A 21 22 23 25 8'-4"C 26 26 27 28 7.5 9-1 A 3-9" A 21 21 23 24 7-11 C 27 27 27 28 8 8'-6 A 3-6" A 21 21 23 24 77 C 27 27 27 28 8.5 8'-0"A 314" A 21 21 23 24 7-4" C 27 27 27 28 9 7-6" A 302" A 21 21 22 24 7-0" C 27 27 27 27 9.5 7-2 A 3'-O" A 21 21 22 24 6-9" C 27 27 27 27 10 6'+9"A 2·-11"A 21 21 22 23 6'-6"C 27 27 27 27 11 6-2 A 2-8" A 21 21 22 23 6'-1-C 28 28 28 28 12 5-8 A 2'-5" A 21 21 21 23 5'-8- C 28 28 28 28 13 5'-2"A 27 A 21 21 21 23 5'4 C 28 28 28 28 Double C.040"xrx6.625" Beam (Detail N25) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' | 10 | 12' SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE d .dr 1 Y 1 Y On) On)(In) I On) 13'-1- B 22 26 28 29 12'-0-B 23 26 27 29 11'-2-B 23 25 27 28 10 5-B 24 25 27 28 9'-10-C 24 25 26 28 9-3-C 24 24 26 27 8-10· C 25 25 26 27 8'-5"C 25 25 25 27 8·-€r C 25 25 25 27 r« C 25 25 25 26 T-5-C 26 26 26 26 T-1-C 26 26 26 26 6-10" C 26 26 26 26 67 C 26 26 26 26 5-5" C 26 26 26 26 6-0- C 27 27 27 27 5'-8" C 27 27 27 27 5%4- C 27 27 27 27 11'-9- B 24 28 30 31 10.9- B 25 27 29 31 9-11"C 25 27 29 30 94- C 26 27 28 30 2-9- C 26 26 28 29 8'-3-C 26 26 28 29 T-10-C 27 27 27 29 7-5" C 27 27 27 29 Ta- C 27 27 27 28 6-9" C 27 27 27 28 60€ C 28 28 28 28 6'-3-C 28 28 28 28 6'-0- C 28 28 28 28 9-9" C 28 28 28 28 5'7 0 28 28 28 28 5-3- C 29 29 29 29 4011' C 29 29 29 29 4-r C 29 29 29 29 12'-7' B 23 27 28 30 11'-7- B 23 26 28 29 10'-9- B 24 26 27 29 10'-0- C 24 25 27 28 9'-5"C 25 25 27 28 8'-11 C 25 25 26 28 7-1" C 26 26 26 27 6'-9" C 26 26 26 26 6'€ C 26 26 26 26 6'-4" C 6'-1" C 5-9" C 5'-4" C 27 27 27 27 5'-1"C 28 28 28 28 0.042"xI"x8" Box Bean (Detail 1430) TABLE 6.1 Attached Freestanding or Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH SNOW WIDTH SPACING REQU POST MIN FOOTER 8' |10 | 12' LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER (PSF)(FT)SLAB (FT)TYPE Y -d- | d" -d- (in) (in) 1 (In) (In) 110 MPH EXPOSURE B or 90 MPH EXPCSURE C 25 3 11'4 A 67 A 18 24 25 27 3.5 9%8" A 5'€ A 18 23 25 26 4 54 A 4'-11" A 18 23 24 26 4.5 7-6" A 4'-6- A 19 22 24 25 5 6'-9" A 4'-1" A 19 22 23 25 5.5 6-2- A 3'-9" A 19 22 23 24 6 5'-8"A 3'-6" A 19 21 23 24 6.5 5'-2" A 3'-3" A 19 21 22 24 7 4'-10 A 3'-1" A 19 21 22 24 7.5 4'-6.A 7-11" A 19 21 22 23 8 4-3- A 2'-9" A 19 20 22 23 8.5 4'-0- A 2-7- A 19 20 22 23 9 3'-9- A 2'-5" A 19 20 21 23 9.5 3-7- A 2'-4"A 19 20 21 23 110 MPH EXPOSURE C 25 3 1114' A 5'-4- A 19 25 27 28 3.5 9.8•A 49 A 19 24 26 28 4 8%6"A 4'-3- A 20 24 26 27 4.5 T€ A 3'-10" A 20 23 25 27 5 6-9- A 306" A 20 23 25 26 5.5 6'-2 A 3'-3"A 20 23 24 26 6 548- A 37 A 20 22 24 26 6.5 5-2- A 2'-9 A 20 22 24 25 7 4'-10" A T-r A 20 22 24 25 7.5 46" A 7-5-A 20 22 23 25 8 4-3- A 2-3- A 20 21 23 25 8.5 4'-0" A 2'-2" A 20 21 23 24 9 3-9- A 2-1- A 20 21 23 24 9.5 3-T A 141- A 20 21 23 24 100 MPH EXPOSURE B or 30 3 9-6-A 6-0- A 17 22 24 25 3.5 87 A 5-3" A 17 22 23 25 4 701"A 4'-9" A 17 21 23 24 4.5 64 A 4'4" A 17 21 22 24 5 5'-8 A 3'-11- A 17 21 22 23 5.5 5'-2-A 3-8" A 17 20 22 23 6 4'-9"A 3'-4" A 17 20 22 23 6.5 4'-4"A 3-2- A 17 20 21 23 7 4'-1"A 2'41 A 17 20 21 22 7.5 3-9"A 2'-9" A 18 19 21 22 8 3%6"A 2'7 A 18 19 21 22 8.5 3'-4-A 245" A 18 19 20 22 9 3'-2"A 2'-4" A 18 19 20 22 100 MPH EXPOSU 7E C A_ 19 22 -21 25 U 25 25 2b 2/30 3 A A 18 24 25 21 10--6-C 23 28 29 8'-1-C 25 25 26 27 3.5 8'-2"A 4.9 A 18 23 25 26 9-T'C 23 27 29 T.E·C 26 26 26 27 4 7-1 A 4'-3"A 18 23 24 26 8'-9"C 23 26 28 r TA"C 26 26 26 27 4.5 6.Ill_A 3'-10"A 19 22 24 25 8'-1"C 24 26 28 &9 1 27 27 27 27 • A 27 27 27 27 A' 27 l 5 / 8 8.5 jf f 2: ICC ESR 1398 (2009 IBC) 10/11/2011 Page 30 of 60 9A Double 0.042"x3"xE Beam (Detail N25) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' | 19 | 12 SPACING POST SIZE CONSTRAINED FOOTEF (FT)TYPE ·d·d- (in) Un) I (In) I om 11'-9 C 22 27 29 30 10'-9- C 23 27 28 30 9-11" C 23 26 28 29 942" C 23 26 27 29 87 0 24 25 27 28 6-0- C 24 25 27 28 77 C 24 25 26 28 7-2" C 24 24 26 27 6-10- C 25 25 26 27 6-6-C 25 25 25 27 6'-2 C 25 25 25 27 5'-11-C 25 25 25 26 5-8- C 25 25 25 26 5'-5-C 25 25 25 26 10'-6-C 24 29 31 32 97 C 25 28 30 32 C 25 28 30 31 E.1-C 25 27 29 31 T-T C 26 27 29 30 7'-1-C 26 27 28 30 6-8- C 26 26 28 29 6-3"C 26 26 28 29 5-11" C 26 26 27 29 5%8"C 27 27 27 29 5%4"C 27 27 27 28 15 & U 29 A 26 1 5'-1"C 27 27 27 28 4'-11" 4-11-C 27 27 27 28 4-8 C 27 27 27 28 4'-6- 11'-5-C 21 26 27 29 10'-5- 10'-5 C 21 25 27 28 9.r C 21 25 26 28 8'-9" 8'-11-C 22 24 26 27 8'-2" 8-3-C 22 24 26 27 T€ T.9 C 22 24 25 27 Tk 7-82 C 22 23 25 26 6'-10" 6%11-C 23 23 25 26 C 23 23 24 26 6'-2" 6'-3-C 23 23 24 25 5010" 5'-11-C 23 23 24 25 9-r 5'-8 C 23 23 24 25 5'-5" 5'-5"C 23 23 23 25 5'-2. T.T C 24 26 27 24 25 27 |28, !1Z N'<·4EE>*>f04*E OF CAL\ \ Double 1.040-x2"x6.625- Beam (Detail N25 Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |1 | 12' SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE ·d -d | -d..d• M on) 1 Un) 1 {in) 104- B 22 26 27 29 9-9- C 22 25 27 28 5% C 22 25 26 28 8'-5"C 23 24 26 27 7-11 C 23 24 26 27 7-5- C 23 24 25 27 7-0- C 24 24 25 27 6'-8"C 24 24 25 26 64" C 24 24 25 26 6'-1-C 24 24 24 26 5-10" C 24 24 24 26 5'7 C 25 25 25 25 5%4" C 25 25 25 25 5'-2" C 25 25 25 25 9-r c 23 27 29 31 8'-9" C 24 27 29 30 8·-1 C 24 26 28 30 7-6- C 25 26 28 29 7-0" C 25 26 27 29 6'-7- C 25 25 27 29 5-3 C 26 26 27 28 5'-11 C 26 26 26 28 57 0 26 26 26 28 5-4" C 26 26 26 27 5'-1- C 26 26 26 27 C 26 26 26 27 C 27 27 27 27 C 27 27 27 27 8 20 24 26 27 C 20 24 25 27 C 21 24 25 26 C 21 23 25 26 C 21 23 24 26 C 22 23 24 25 C 22 22 24 25 C 22 22 24 25 C 22 22 23 25 C 22 22 23 24 C 23 23 23 24 C 23 23 23 24 _C_ 23 ...23 23 24 ONAL254 641 &9\ \41 T\£\1 15/10/NON / '1VIL / CT 20 2011 DV 5 2012 . 1/ 0 Al\-,# 11 , lir es 9/301101 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS 0.042"x3"x8" Box Beam (Detail N3O)Double 0.042"xyx8" Beam (Detail N225)Double C.040"x2"x6.625" Beam (Detail N25) TABLE 6.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REQ'D POST MIN FOOTER 8' | 10' | 12'POST MIN FOOTER 8' |10 | 12'POST MIN FOOTER 8' |10' | 12' LOAD (FD ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTFU\INED FOOTER (PSF)(FT)SLAB (FT)TYPE ·d'-d- | -d. | 'd.(Fn TYPE 'd 9 | -d' | 9 (FT) TYPE -d 9 | od' 'd· (In)(In) I On) I on)(In) (in) I (in) 1 (In) · (In) (in) I (In) (In) 110 MPH EXPOSURI C 10 3 22-8·A 6'-5" A 20 26 28 29 12'-2- C 25 30 32 33 11'-0- 8 24 28 30 32 LIVE 3.5 19 5 A 5'-9" A 21 25 27 29 11'-1" C 26 29 31 33 10-1- B 25 28 29 31 LOAD 4 17*-0"A 5'-2" A 21 25 27 28 10'-3" C 26 29 31 32 94 C 25 27 29 31 ONLY 4.5 15'4 A <-8- A 21 24 26 28 94 C 27 28 30 32 8'-80 C 26 27 29 30 5 137 A 47 A 21 24 26 27 8-10" C 27 28 30 31 8-2- C 26 26 28 30 5.5 12'alr A 4-0" A 21 24 25 27 8%4" C 27 27 29 31 7%8" C 27 27 28 29 6 11'-4-A 34" A 21 23 25 26 7-10" C 28 28 29 30 7-3" C 27 27 28 29 6.5 10·-5-A 3-5" A 22 23 25 26 T-5" C 28 28 29 30 6'-11 C 27 27 27 29 7 948"A 37 A 22 23 24 26 7-1" C 28 28 28 30 6'-T' C 27 27 27 29 7.5 9'-1"A 3'-0" A 22 22 24 26 6-9" C 28 28 28 29 6'-3" C 28 28 28 28 8 8'-6"A 2'-10 A 22 22 24 25 5-5" C 28 28 28 29 64' C 28 28 28 28 8.5 8'-0"A 7-8· A 22 22 24 25 6-2" C 29 29 29 29 5-9" C 28 28 28 28 9 T€A 77 A 22 22 24 25 5-11' C 29 29 29 29 5-7" C 28 28 28 28 0.042"Cx8" Box Bear 1 (Detail N30) TABLE 6.1 Attached Freestanding or Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH SNOW WIDTH SPACING REQD POST MIN FOOTER 8' |10 | 12' LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER (PSF)(FT)SLAB (FT)TYPE d- -d- -cr -d (In) (in) On) (in) 110 MPH EXPOSURE 8 or 90 MPH EXPCSURE C 30 3 94" A 5'-9" A 18 23 25 26 3.5 8'-2" A 5'-1" A 18 23 24 26 4 7-1 A 47 A 18 22 24 25 4.5 64 A 4%2" A 18 22 23 25 5 5'-8-A 3'-9" A 18 22 23 24 5.5 5'-2"A 3'-6" A 18 21 23 24 6 4'-9"A 37 A 18 21 22 24 6.5 4'-41"A 3-0" A 18 21 22 24 7 4'-1 A 2'-10" A 18 20 22 23 7.5 3'-9"A 2%8" A 18 20 22 23 8 3'-6- A 2'-6" A 18 20 22 23 8.5 3'-4- A 2'-4" A 19 20 21 23 110 MPH EXPOSUREC Double 0.042"x3"x8" Beam (Detail N25)Double 1.040"x2"x6.625" Beam (Detail N25 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units MAX MAX POST LENGTH M;U<MAX POST LENGTH POST MIN FOOTER 8' | 10' | 12'POST MIN FOOTER 8' |10' | 12' SPACING POST SIZE CONSTRAINED FOOTEE SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE d- 9 9 | 'd- (FT)TYPE d .d (in) (In)(In) I On) On) (In) I On) On) 11'4 C 22 27 29 30 10'-1- C 10'-1- C 22 26 28 29 9'-3" C 9'-4"C 23 26 27 29 8'-6" C £-r C 23 25 27 28 T-11" C 8'4" C 23 25 27 28 7-5- C T€C 24 25 26 28 DO" C T-1 C 24 24 26 27 67 C 6'-8"C 24 24 26 27 6'+3" C 6'-4"C 24 24 25 27 5'-11" C 6'-0" C 24 24 25 27 5-8- C 5'-9- C 24 24 25 26 5'-5" C 5'-6"C 24 24 25 26 57 C 9.5 7-2 A 2'-5" A 22 22 23 25 548" 10 6'-9"A 2'4" A 22 22 23 25 5'-5" 11 6'-2"A 20-1- A 22 22 23 24 5-0" 110 MPH EXPOSURE B /90 MPI EXPOSJRE C 20 3 11'-10"A 6'-2- A 18 24 25 27 11'-9- LIVE 3.5 10'-2-A 5'€ A 18 23 25 26 10 9- LOAD 4.*8'-11'A 4'-11- A 18 23 24 26 9-11- ONLY 4.5 T-11 A 4'# A 19 22 24 25 9-2 5 7-1-A 4·-1- A 19 22 23 25 8'-7- 5.5 6'-5-A 3-9- A 19 22 23 24 8'-7 6 5'-11-A 3'€ A 19 21 23 24 T-r 6.5 5'-5-A 37 A 19 21 22 24 7-7 7 5-1 A 5-1- A 19 21 22 24 6'-10· 7.5 4'-9" A 2'.11- A 19 21 22 23 6'4 8 4'-5"A 2-9" A 19 20 22 23 67 8.5 4'-2"A 2'-r A 19 20 22 23 9-11' 9 3'-11 -A 2-5- A 19 20 21 23 5%8" 9.5 3'-9-A 204" A 19 20 21 23 5'-5" 110 MPH EXPOSURI C 20 3 11'40-A 5'7 A 19 25 27 28 10'-10" LIVE 3.5 10'-2 -A 4'41· A 20 25 26 28 9'-10 LOAD 44 8'-11 A 4'-5- A 20 24 26 27 94" ONLY 4.5 •T-11'A 41'-0- A 20 24 25 27 8'-4- 5f 7-1-A 3-8- A 20 23 25 26 7·-9, 5.5 6'-5 A 3'-4" A 20 23 25 26 74 6 5'+11 -A y-1- A 20 23 24 26 6-10 6.5 5-5-A 2-11- A 20 22 24 25 6*-6 7 5'-1 "A 20-8- A 20 22 24 25 67 7.5 4·.9"A 7-6- A 20 22 23 25 5-10- 8 4'-5"A 20-5" A 20 22 23 25 5-6 8.5 4'-2"A 2-3- A 21 21 23 25 57 9 3'-11»A 2'-2" A 21 21 23 24 5-1 9.5 3-9 A 2'4" A 21 21 23 24 4-10- 10 3'-6-A 1'-11-A 21 21 23 24 4'-8- GENERAL INSTRUCTONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.1 ICC ESR 1398 (2009 IBC) 10/11/2011 21 25 22 25 22 25 22 24 23 24 23 24 23 23 23 23 24 24 24 24 24 24 24 24 23 27 23 27 24 26 24 26 25 25 25 25' 25 25 25 25 25 25 27 28 27 28 26 28 26 27 25 27 25 26 25 26 25 26 24 26 24 26 24 25 ·24 25 ·29 .28 28 ·27 27 27 .26 26 26 ROFESS/044> pu 89 EP6 IVIL46 op CALIFO C 29 29 29 29 5'-4" C 28 28 28 28 30 3 9'-6" A 5-0" A 19 25 26 28 10'-0" C 24 29 30 32 9-2" C C 29 29 29 29 5'-2"C 28 28 28 28 3.5 8'-2"A 4'-5" A 19 24 26 27 9'-1"C 24 28 30 31 8'4" C C 29 29 29 29 4'-10- C 29 29 29 29 4 T-1 A 3·-11" A 19 24 25 27 8'4 C 25 27 29 31 7-8" C 4.5 6'-4"A 3'-7" A 19 23 25 26 7'-8 C 25 27 29 30 7-2" C C 22 27 29 30 10'-8- 8 22 26 27 29 5 5'4 A 3-3- A 19 23 24 26 7-2-C 25 27 28 30 6%8" C C 23 27 28 30 9-9" C 22 25 27 28 5.5 5'-2"A 3'« A 19 22 24 26 6-8- C 25 26 28 29 67 C C 23 26 28 29 9-0-C 22 25 26 28 6 4·-9" A 2-9" A 20 22 24 25 6'-3"C 26 26 28 29 5-11" C C 23 26 27 29 805" C 23 24 26 27 6.5 4'-4"A 2'-r A 20 22 24 25 5%11" C 26 26 27 29 5'-7" C C 24 25 27 28 7-11" C 23 24 26 27 7 4%1"A 2'-5- A 20 22 23 25 5'7 C 26 26 27 28 5-4" C C 24 25 27 28 7-5" C 23 24 25 27 C 24 25 26 28 nO" C 24 24 25 27 OVER-TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES C 24 24 26 27 648" C 24 24 25 26 HANG PROJECTION OF SINGLE SPAN STUCTURES (FT) C 25 25 26 27 64" C 24 24 25 26 (FT) 6 T 8' 9' 10' 11' 12' 13' 14 15· 16· 17 18' 19' 20·21'22' C 25 25 25 27 6'-1" C 24 24 24 26 0 3' 3.5 4'4.5'5 5.5 6 6.9 T 7.5'80 8.9 9' 9.5' 19 10.5 11' C 25 25 25 27 5-10- C 24 24 24 26 1· 3.5 4 4.5 5 5.5' 6'6.5'T 79 8' 8.5' 9 9.5' 10' 10.5 11'11.5' C 25 25 25 26 5-7- C 25 25 25 25 2· 03 na nia nia rja 6.5' T 7.5 8'8.5'5 9.5 10 10.5 11'11.5' 12' C 25 25 25 26 5·-4- C 25 25 25 25 3' rva na nia nia rda rta Wa n/a Iva nia 9.9 10' 10.5 11'11.5' 12' 12.5' C 25 25 25 26 5'-2 C 25 25 25 25 4' rda nia Wa rda rla nia Na nia nia nia nla nia nia nla rda 12.5 13' C 24 29 31 32 9-10- C 24 28 29 31 TABLE 6.3 Post Requirements TABLE 6.4 Post Requirements for C 25 28 30 32 9'-0- C 24 27 29 30 for Attached Single Span Structures Freestanding Structures or Muttispan Attached Structures C 25 28 30 31 8'-3- C 25 27 28 30 Post Description Max POST Detail Post Description Maximum Max POST C 26 27 29 31 7-9" C 25 26 28 29 Hqt Code Footing Height Code Detatv# C 26 27 29 30 T.3-C 25 26 28 29 Twin 0.062"xl.5"xl.5" Scroll 9' A AC 0.041"xrx3- Steel Clover d= 20" 9'B Nll,API' '< C 26 27 28 30 6-9- C 26 26 27 29 0.042"xyx8" Aluminum Post 11'B N30 0.041"x30]3" Steel Clover d= 21" 8'B Nll,AH C 26 26 28 30 6-5- C 26 26 27 28 0.024"Post with Sideplates 12'B N16, BK 3/16"xy'x3" Steel Square d= 28"12'C N17, AG C 27 27 28 29 6-1- C 26 26 27 28 Clover 0.030"xyx3" Alum 11'B Nll.AH 3/16"x323" Steel Square d= 28" 8'D N17, AG 0, C 27 27 27 29 57 0 26 26 26 28 Clover 0.04093"xy Alum 12'B N11.AM 1/4-x3"xy Steel Square d= 28"12'D N17, AG ..;, C 27 27 27 29 54- C 26 26 26 28 Colonial 0.062" Extruded 12'C AE 3/16-x4°x4- Steel Square d= 28"12'E N17, Al C 27 27 27 28 5·-3" C 27 27 27 27 0.041 "*3"x3" Steel Clover 12'D Nll,AH 1/2"x4'x4" Steel Square d. 37"12'D N17, Al C 27 27 27 28 5'4" C 27 27 27 27 0.041 "xy'x3" Steel Clover 8' E Nll,AH 1/2"x©<4" Steel Square d= 31"15'D N17, A(30 » C 27 27 27 28 4'-10· C 27 27 27 27 3/16"*3"xy Steel Square 15' H C 27 27 27 28 4'-8- C 27 27 27 27 1/4-*3")(3" Steel Square 15' I C 27 27 27 28 44 C 27 27 27 27 3/16"x4"x40' Steel Square 15'J N17, AG 1/2"x,Px," Steel Square 15'K N17, AG +/lagiER8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 6.1 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products ,4,>/€pE FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 5208 Tennyson Parkway 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Plano, Texas 7502410. USE THE APPROPRIATE DETAILS (Nl-N35 or A-BM) / /1*6* Carl Putnam, P. E.11 1 \ FOR PAMO St-ABS FOLLOW 1 -6 FROM ABOVE THEN 3441 Ivylink Place 1 3 4*m SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carloutnam@comcast.net SLAB 9. FOLLOW 9-10 FROM ABOVE Rk>Uv l SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES \J92(CAL OCT 20 Page 31 of 60 > ' 3E A\ 201 Re 3 t Epl 1 0 CI 0.16231 NOV 5 2012 F NE N17, AG N17, AG A PT 0 1 igned ¢4 ONA U ·S ·DireS 9/30|2 SSaO SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAE 5.5" Extruded Fascia (Cetail L)California Extruded Fascia (Detail G) TABLE 6.5 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REQU POST MIN FOOTER 8· | 10' | 12'POST MIN FOOTER 8' |1, | 12' LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)(Fn SLAB (FT)TYPE 'cr -d. 1 VI Y (FT)TYPE -d .€.cf | .d M On) I On) I On)On) (In)(in) 1 (In) 105 MPH EXPOSURE 8 or 85 MPH EXPOS JRE C 10 3 22'-8-A 10-8- A 21 21 23 24 11'4 A 21 21 22 23 LIVE 3.5 19'-5'A 10-3- B 22 22 23 24 10-9 8 22 22 22 23 LOAD 4 1720-A 9%11- B 22 22 22 24 10-2- B 23 23 23 23 ONLY 4.5 15'-1 -A 9-8- B 23 23 23 24 9·-6- B 23 23 23 23 5 13'-r A 9-5- 8 24 24 24 24 8-11- B 23 23 23 23 5.5 12'-4-A 97 C 24 24 24 24 8'-6-B 24 24 24 24 6 11'-4-A 8'-8" C 25 25 25 25 8·-1" C 24 24 24 24 6.5 10'-5-A 24" C 25 25 25 25 7-9- C 24 24 24 24 7 9'-8-A 87 C 25 25 25 25 7-5- C 25 25 25 25 7.5 9.1 -A 7-8- C 25 25 25 25 7-1- C 25 25 25 25 B E€A N" C 26 26 26 26 6-10' C 25 25 25 25 8.5 5-7 A 74 C 26 26 26 26 57 C 25 25 25 25 9 T€A 6-10 C 26 26 26 26 6-5-C 25 25 25 25 9.5 T-T A 6-8- C 26 26 26 26 6-2- C 26 26 26 26 10 6-9-A 5-5" C 26 26 26 26 6'-0- C 26 26 26 26 11 6-2 A 6'-1-C 27 27 27 27 54- C 26 26 26 26 12 5'-8-A 5'-9- C 27 27 27 27 5-4- C 26 26 26 26 13 5'-2"A 5'-6-C 27 27 27 27 5'-1-C 27 27 27 27 105 MPH EXPOSURE C 10 3 27-8-A 9-10- 8 23 23 24 26 10-7-B 23 23 24 25 LIVE 3.5 19'-5 A 9-5- 8 24 24 24 26 9-9- 8 24 24 24 25 LOAD 4 1 T-0-A 9-2- B 25 25 25 26 9-1- 8 24 24 24 25 ONLY 4.5 15'-1-A 8'-10- C 25 25 25 25 8'-6- C 25 25 25 25 5 13'-7-A 8'-6 C 26 26 26 26 8-0-C 25 25 25 25 5.5 12'-4-A 82- C 26 26 26 26 1-7- C 26 26 26 26 6 11'-4 AT-9- C 27 27 27 27 77 C 26 26 26 26 6.5 10'-5-A 7-5- C 27 27 27 27 5-11' C 26 26 26 26 7 9-8-AT-1- C 27 27 27 27 67 C 27 27 27 27 7.5 9'.1-A 6-10- C 27 27 27 27 6'4" C 27 27 27 27 8 8'-6-A 6'-6-C 28 28 28 28 6'-1"C 27 27 27 27 8.5 8'-0-A 6'-1- C 28 28 28 28 9-10- C 27 27 27 27 9 T€A 5-1 C 28 28 28 28 9-8 C 27 27 27 27 9.5 T-T A 9-11- C 28 28 28 28 54" C 28 28 28 28 10 6 9-A 9-8- C 28 28 28 28 94"C 28 28 28 28 11 67 A 5'-4" C 29 29 29 29 5'-O" C 28 28 28 28 12 5-8-A 5-1" C 29 29 29 29 4-9" C 28 28 28 28 13 57 A 4-10- C 29 29 29 29 4-6" C 29 29 29 29 110 MPH EXPOSURI B or 90 MPF EXPOSJRE C 10 3 22'-8 A 10-5- A 21 22 23 25 11-1- 8 22 22 22 24 LIVE 3.5 19'-5"A 104- B 22 22 23 24 10'-6 8 23 23 23 24 LOAD 4 1 7-0"A 9-8 8 23 23 23 24 9'-9" 8 23 23 23 23 ONLY 4.5 15'-1-A 9'-5" 8 24 24 24 24 562" 8 23 23 23 23 5 13'-7-A 9-2- C 24 24 24 24 87 8 24 24 24 24 5.5 12'-4'A 89 C 25 25 25 25 87 C 24 24 24 24 6 11'-4"A 8'-4 C 25 25 25 6.5 10·-5"A 8'-0" C 25 25 25 7 91"AT-8 C 26 26 26 7.5 9'-1"A T-4-C 26 26 26 8 8'-6"A T-1-C 26 26 26 8.5 8'4 A 6'-10-C 26 26 26 9 T-6"A 67 C 27 27 27 9.5 T-T A 6'-4" C 27 27 27 10 6-9 A 67 C 27 27 27 11 6'-2"A 5-10- C 27 27 27 12 5'-8-A 5-6- C 28 28 28 13 5'-2"A 57 C 28 28 28 ICC ESR 1398 (2009 IBC) 10/11/2011 0.041",(3"x3" Steel Clov :rleaf (Detail W) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH GROUND POST MIN FOOTER 8' |10 | 12 SNOW SPACING POST SIZE CONSTRAINED FOOTER LOAD (FT)TYPE Y »d- | .d | Id (PSF) (in) On) 1 (in) 1 (In) 9-10- A 20 22 23 25 25 99 A 21 22 23 24 87 A 21 21 23 24 74- A 21 21 22 24 7-2- B 22 22 22 23 6-9- B 22 22 22 23 6'4" B 22 22 22 23 5-0- B 22 22 22 23 5-7 B 23 23 23 23 5'-6- 8 23 23 23 23 5-3-B 23 23 23 23 5-0- B 23 23 23 23 4-10- 8 23 23 23 23 4'-8- 8 23 23 23 23 44- 8 23 23 23 23 47 B 24 24 24 24 25 3·-11-C 24 24 24 24 3'-9- C 24 24 24 24 A 22 23 25 26 7011- A 22 23 25 26 T.3-B 23 23 24 26 59- B 23 23 24 25 6'-3 B 23 23 24 25 5'-11' 8 24 24 24 25 9-7-8 24 24 24 25 5-3-B 24 24 24 24 9-0- 8 24 24 24 24 4·.9-B 24 24 24 24 4'7 8 25 25 25 25 4'-5-8 25 25 25 25 30 47 C 25 25 25 25 4'-1-C 25 25 25 25 3'-11- C 25 25 25 25 3'-8"C 25 25 25 25 3'-5"C 26 26 26 26 3'-3 C 26 26 26 26 9'-5"A 21 22 24 25 8'-r A 21 22 23 25 T-11- A 21 22 23 24 r-4- A 22 22 23 24 6010- B 22 22 22 24 6'-5- B 22 22 22 24 5.5" Extruded Fascia (Detail L) TABLE 6.5 Attached Freestanding or Structure Multispan Units TRIB POST POST MAX MAX POST LENGTH WIDTH SPACING REQ'D POST MIN FOOTER 8' |10' | 12' (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER (FT)SLAB (FT)TYPE d .€ .< |V (in) (In)Un) I On) 110 MPH EXPOSURE B or 90 MPH EXPCSURE C 3 11'-4 A 10'-5- 8 21 22 23 25 3.5 94 A 9'7 C 22 22 23 24 4 8'-6-A 8'-11" C 22 22 23 24 4.5 T€A 8·4 C 23 23 23 24 5 A r-10" C 23 23 23 23 5.5 6'-2 AT-5 C 23 23 23 23 6 5'-8 A T.0"C 24 24 24 24 6.5 5-2"A 6-8 C 24 24 24 24 7 4'-10- A 6-5-C 24 24 24 24 7.5 4'-6-A E-2 C 24 24 24 24 8 4'-3"A 5'-11 C 25 25 25 25 8.5 4'-0-A 5-8- C 25 25 25 25 9 3'-9"A 5'-6-C 25 25 25 25 9.5 37 A 5'4"C 25 25 25 25 110 MPHEXPOSUREC 3 11'-4- A 9-5" C 23 23 25 26 3.5 9-8-A 8-8- C 24 24 24 26 4 8'4 A 8'-0" C 24 24 24 26 4.5 T €A 7-6- C 25 25 25 25 5 6'-9"AT-0- C 25 25 25 25 5.5 5.27 A 6-8- C 25 25 25 25 6 5'*8-A 67 C 26 26 26 26 6.5 5'7 A 6-0- C 26 26 26 26 7 4-10' A 519" C 26 26 26 26 7.5 4'-6-A 5'-6-C 26 26 26 26 8 4-3-A 5'-3-C 27 27 27 27 8.5 4'-0-A 5'-1-C 27 27 27 27 9 3-9-A 4'-10- C 27 27 27 27 9.5 3'-r A 4'-8"C 27 27 27 27 100 MPH EXPOSURE B or 3 9'-6-A 10-2" B 20 21 22 23 3.5 8'-2"A 9%4" C 20 20 22 23 4 7%1"A 84 C 21 21 21 23 4.5 5-4" A E-1" C 21 21 21 22 5 5'-8"A 7-7 C 21 21 21 22 5.5 5'-2"A 7-2- C 22 22 22 22 6 409"A 6-10" C 22 22 22 22 6.5 44 A 6%6- C 22 22 22 22 7 4-1-A 6-3-C 22 22 22 22 7.5 3'-9"A 5-11 C 23 23 23 23 8 3'-6"A 5'-9"C 23 23 23 23 8.5 3'-4"A 5'-6-C 23 23 23 23 9 3-2-A 5'-41-C 23 23 23 23 100 MPH EXPOSURE C California Extruded Fascia (Detail G) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' | 10 | 12 SPACING POST SIZE CONSTRAINED FOOTES (FT)TYPE ·d·9 | '4 | d- (In) (in)On) I On) 9'-9"B 21 21 22 23 8'-11-B 21 21 22 23 8-3-C 22 22 22 23 77 C 22 22 22 23 T-r C 23 23 23 23 6'-11"C 23 23 23 23 6'-6 C 23 23 23 23 6'-3-C 23 23 23 23 6'-0- C 24 24 24 24 5-9- C 24 24 24 24 5-6- C 24 24 24 24 5-4- C 24 24 24 24 5'-1- C 24 24 24 24 4011"C 25 25 25 25 8-9- B 23 23 23 25 8'4- C 23 23 23 25 T-5-C 24 24 24 24 6111' C 24 24 24 24 6--6- C 24 24 24 24 6-2- C 25 25 25 25 5'-10-C 25 25 25 25 5-1-C 25 25 25 25 5'-4"C 26 26 26 26 5'-1"C 26 26 26 26 4-11" C 26 26 26 26 4-8-C 26 26 26 26 4'-6"C 26 26 26 26 4-5 C 26 26 26 26 9-5 8 19 19 21 22 8*-8- 8 20 20 21 22 5-7 C 20 20 20 22 T€C 21 21 21 21 701 C 21 21 21 21 64" C 21 21 21 21 6'-4-C 21 21 21 21 6*.1 C 22 22 22 22 9-9-C 22 22 22 22 5-T C 22 22 22 22 5'-4"C 22 22 22 22 5'-2"C 22 22 22 22 4'-11" C 23 23 23 23 „,res 9/301 4 0.041"xyx3" Steel Cloverleaf (Detail W) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |10 | 17 SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE 'd .€Id- |Id (In) On)(in) 1 (in) 7-10- A 20 21 23 24 7-1- 8 20 21 23 24 6'-6-B 20 21 22 24 6'-1 - B 20 21 22 23 5-8- 8 21 21 22 23 5'-3-B 21 21 22 23 5'-0" B 21 21 21 23 4'-8- B 21 21 21 23 4-6- 8 21 21 21 22 47 8 22 22 22 22 4'-1"C 22 22 22 22 3%11-C 22 22 22 22 3-9" C 22 22 22 22 37 C 22 22 22 22 r-0- 8 21 23 25 26 6'-4- 8 21 · 22 24 26 9-9' 8 22 22 24 25 54" 8 22 22 23 25 54- 8 22 22 23 25 4'4- B 23 23 23 24 4%4" 8 23 23 23 24 47 8 23 23 23 24 3%11"B 23 23 23 24 3-9- C 23 23 23 24 37 C 23 23 23 24 3'-5 C 23 23 23 24 3-3" C 24 24 24 24 3'-1 C 24 24 24 24 7-7 22 23 6'-11" E 21 23 6'-44- E 21 22 5-10" E 21 22 5-9 8 21 22 5-1" E 20 22 4-10" E 20 22 4'-T' E 20 21 4'-4" E 20 21 4'-1" 6 20 21 3'-11» E 20 21 3'-9" C 20 21 3·-7" C 20 21 ,<10 ZIL-/Se :ALIFOR" 20 2011 5 2012 25 T-T C 24 24 24 24 6·-1"B 23 23 23 23 30 3 9'-65"A 9-5-C 22 22 24 25 8'-9-21 21 22 24 25 T-5 C 25 25 25 25 5'-9"B 23 23 23 23 3.5 8'-2"A 8'-8 C 22 22 23 25 8'-0"C 22 22 22 26 7'-1"C 25 25 25 25 5'-6"B 23 23 23 23 4 T-1"A 8'-0-C 23 23 23 24 T-5 C 22 22 22 26 6'-10 C 25 25 25 25 5'-3"B 23 23 23 23 23 -__23 24 6'-11 C 23 23 23 26 C 25 25 25 25 5'-0"B 23 23 23 23 C 23 23 23 |23 ' 26 6·-4"C 26 26 26 26 4·.9-23 23 23 23 27 6'-1"C 26 26 26 26 B 24 24 24 24 27 5'-11"C 26 26 26 26 4'-5"B 24 24 24 24 27 C 26 26 26 26 4'-3"B 24 24 24 24 4/ 7 / -1.r 'A 27 5-5 C 27 27 27 27 4'-0"B 24 24 24 24 28 5'-2-C 27 27 27 27 3'-9"C 24 24 24 24 3 2 424 2 28 4'-11-C 27 27 27 27 3-6 C 24 24 24 24 8.Ccc 25 4 EM f 4' 0·26 25 Ill PT CT 0 CI 0 §49.d40.16231 ONA 0.5. 6 NOV 18 18 19 19 19 19 20 20 20 20 20 20 20 NA P . 0 1 RRR232e3Ri@8gRRR SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAE 5.5" Extruded Fascia (Cetail L)Califorrh Extruded Fas :ia (Detail G) TABLE 6.5 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH . SPACING REQD POST MIN FOOTER 8' |10' | 12'POST MIN FOOTER 8' |10 | 17 LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)(FT)SLAB (FT)TYPE d·4 -6- q (FT)TYPE -d (In) On) (in) (In) (in) (In) 1 (In) (In) 110 MPH EXPOSURE C 10 3 22%8·A 97 8 23 23 25 26 10·-0- B 24 24 24 25 LIVE 3.5 19'-5'A 9-3 8 24 24 25 26 97 8 24 24 24 25 LOAD 4 17*-0-A 9-0- C 25 25 25 26 8'-6" 8 25 25 25 25 ONLY 4.5 15'-1-A 87 C 26 26 26 26 8'€C 25 25 25 25 5 13'-7-A 8'-1" C 26 26 26 26 7-6- C 26 26 26 26 5.5 12'-4-A 7-8" C 27 27 27 27 7-1- C 26 26 26 26 6 11·4-A 7-3· C 27 27 27 27 60-9- C 26 26 26 26 6.5 10'-5-A 5-11- C 27 27 27 27 6-5- C 26 26 26 26 7 9'-8"A 6'7 C 27 27 27 27 6-2" C 27 27 27 27 7.5 9'-1"A 6-4" C 28 28 28 28 5·-11· C 27 27 27 27 8 8'4 A 6'-1" C 28 28 28 28 5·-8" C 27 27 27 27 8.5 8'-0"A 5-10- C 28 28 28 28 5'-6'C 27 27 27 27 9 74.A 5'-8"C 28 28 28 28 57 C 28 28 28 28 9.5 Tr A 5-6- C 29 29 29 29 5'-1.C 28 28 28 28 10 6-9-A 5-4- C 29 29 29 29 4'-11- C 28 28 28 28 11 67 A 54" C 29 29 29 29 4'-8 C 28 28 28 28 110 MPH EXPOSURE B or 90 MP+ EXPOSJRE C 20 3 11'-10"A 10-5- 8 21 22 23 25 9-9 B 21 21 22 23 LIVE 3.5 10'-2-A 97 C 22 22 23 24 80-11- 8 21 21 22 23 LOAD 4 8'-11-A 8'41- C 22 22 23 24 8'-3- B 22 22 22 23 ONLY 4.5 7-11"A 8'-4 C 23 23 23 24 r-9- C 22 22 22 23 5 T-1"A 7-10- C 23 23 23 23 7-3- C 23 23 23 23 5.5 6'-5 A T« C 23 23 23 23 6·-11· C 23 23 23 23 6 5-11 AT-0" C 24 24 24 24 6-6- C 23 23 23 23 6.5 5'-5"A 6%8"C 24 24 24 24 6·-3- C 23 23 23 23 7 5'-1 "A 6--5- C 24 24 24 24 6-0- C 24 24 24 24 0.041"x3"xy Steel Clov grleaf (Detail W) Attached Freestanding or Structure Multispan Units ' MAX MAD< POST LENGTH GROUND POST MIN FOOTER 8' |10' | 12'SNOW SPACING POST SIZE CONSTRAINED FOOTER LOAD (FT)TYPE ·d ·dr I ·dr I ·dr (PSF) (In) «n) I (In) I On) 8'-1- A 22 24 25 27 30 7-4" A 23 23 25 26 6'-9" B 23 23 24 26 6'-3"B 23 23 24 26 5'-10 B 24 24 24 25 5'-6" B 24 24 24 25 5-2-8 24 24 24 25 4/11.8 24 24 24 25 4'-8" 8 24 24 24 24 4'-5" B 25 25 25 25 4-3- 8 25 25 25 25 4'-0" 8 25 25 25 25 3'-10'B 25 25 25 25 37 8 25 25 25 25 30 3'-7 C 25 25 25 25 3'4" C 25 25 25 25 7-10 A 20 21 23 24 7-1" B 20 21 23 24 6,-6-B 20 21 22 24 6'-1- 8 20 21 22 23 5'-8" B 21 21 22 23 5'.3 B 21 21 22 23 59 8 21 21 21 23 OVER- 4'4" 8 21 21 21 23 HANG 4'-6" B 21 21 21 22 (FT) 5.5" Extruded Fascia (Detail L) TABLE 6.5 Attached Freestanding or Structure Multispan Units TRIB POST POST MAX MAX POST LENGTH WIDTH SPACING REQD POST MIN FOOTER 8' |10' | 12' (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER (FT)SLAB (Fn TYPE ·d·d. | .d- 4 (in) (In) I (In) (In) 110 MPHEXPOSURE B or 90 MPH EXPCSURE C 3 9'-6"A 9'-11- C 21 21 23 24 3.5 8'-2 A 9'-1"C 22 22 23 24 4 7'-1"A 8'-5"C 22 22 22 24 4.5 6'-4"A 7010" C 22 22 22 23 5 5'-8"A T-5"C 23 23 23 23 5.5 5'-2"A Ta C 23 23 23 23 6 4'-9" A 6'-8"C 23 23 23 23 6.5 4'-4"A 6·-4"C 23 23 23 23 7 4-1" A 6·4 C 24 24 24 24 7.5 309" A 5·-9··C 24 24 24 24 8 316"A 5'-T C 24 24 24 24 8.5 3%4"A 5'4 C 24 24 24 24 110 MPH EXPOSUREC 3 9'-6-A 94" C 23 23 25 26 3.5. 8'-2-A 8'-3"C 23 23 24 26 4 T-1-AT-8 C 24 24 24 25 4.5 6'-4"A r-1 C 24 24 24 25 5 5'-8 A 6'-8"C 25 25 25 25 5.5 5'-2"A 6%4" C 25 25 25 25 6 4'-9 A 6'-0-C 25 25 25 25 6.5 4'-4-A 5'-8 C 25 25 25 25 7 4'-1"A 5'-5 C 26 26 26 26 TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN A PROJECTION OF SINGLE SPAN STUCTURI ET / 9' 10 11 17 13 14' California Extruded Fascia (Detail G) Attached Freestanding or Structure Muttispan Units MAX Mk< POST LENGTH POST MIN FOOTER 8' | 10' | 12 SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE *d .0 (in) (In) 1 (In) (In) 97 8 21 21 22 23 8'-5"8 21 21 21 23 7-10" C 21 21 21 23 74-C 22 22 22 22 6'-11"C 22 22 22 22 6'4 C 22 22 22 22 E-2"C 23 23 23 23 5'-11 C 23 23 23 23 5 -T C 23 23 23 23 5'-5"C 23 23 23 23 5'-2"C 24 24 24 24 5'-0"C 24 24 24 24 84 B 22 22 23 25 7-8 C 23 23 23 25 7-1"C 23 23 23 24 67 C 24 24 24 24 6'-3" C 24 24 24 24 5'-10"C 24 24 24 24 57 C 25 25 25 25 5'-4" C 25 25 25 25 5'-1"C 25 25 25 25 TTACHED STRUCTURES .S (FT) 15' 16' 1 r 18' 19' 20' 0.041"xy'x3" Steel Cloverleaf (Detail W) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8'110 112 SPACING POST SIZE CONSTRAINED FOOTER TYPE *d .€d. | -d. (in) (In)(im I M T-SP B 19 21 23 24 648" 8 19 21 22 24 6'-2" B 20 21 22 23 5'-8' 8 20 20 22 23 57 8 20 20 22 23 4'-11" 8 20 20 21 23 4'-8"8 21 21 21 23 4·-5" 8 21 21 21 22 4'-2"8 21 21 .21 22 4'-0"C 21 21 21 22 3'-9"C 21 21 '21 22 3-7 C 21 21 21 22 6'7 8 21 23 24 26 6'-0"8 21 22 24 25 5'-6"8 21 22 24 25 5'-1"8 22 22 23 25 4'-8" 8 22 22 23 25 4·-5" 8 22 22 23 24 4'-1.8 22 22 23 24 3'-11"C 22 22 22 24 348" C 23 23 23 24 21'27 /,0 --\ PUZ 7.5 4-9„A 67 C 24 24 24 24 5'-9" 8 4'-5 A 5-11· C 25 25 25 25 5'€ 8.5 47 A 5'-8" C 25 25 25 25 5'-4" 9 3'-11-A 9-6-C 25 25 25 25 5'-1 9.5 3-9"A 5'-4"C 25 25 25 25 4'-11= 110 MPH EXPOSURE C 20 3 11'-10"A 9-7- C 23 23 25 26 9·-0- LIVE 3.5 10'-2-A 8'-10- C 24 24 25 26 8'-3- LOAD 4 ·-8'.11-A 8-2" C 24 24 24 26 7-8- ONLY 4.5*T-11 A 7%8" C 25 25 25 25 7-1 54 7'-1 A 7-2" C 25 25 25 25 6%8· 5.5 6'-5"A 6-10- C 26 26 26 26 6'4" 6 5'-11 -A 6-5- C 26 26 26 26 6·-0" 6.5 5'-5"A 6-2- C 26 26 26 26 5-9· 7 5-1" A 5010" C 26 26 26 26 5-6" , 7.5 4'-9"A 5'-7- C 27 27 27 27 5-3 8 4'-5"A 5'-5"C 27 27 27 27 5'-0" 8.5 4'-2"A 5'-2" C 27 27 27 27 4·-10 9 3'-11-A 94" C 27 27 27 27 4'-8- 9.5 319" A 4010- C 27 27 27 27 4'-6" 10 3'-6 A 4'-8"C 28 28 28 28 44" GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.5 ICC ESR 1398 (2009 IBC) 10/11/2011 9 LU . 4 \ EAP/6/44* / 1. C 24 24 24 24 47 8 22 22 22 22 0 3' 3.9 4'4.5'5 5.5 6 6.5 T 7.5'8' 8.5 9 9.5 10 10.5' 11 C 24 24 24 24 4'-1" B 22 22 22 22 1' 3.5 4'4.5 5'5.5'6' 6.5 T 7.5 8' 8.5' 9'9.5· 10 10.5 11'11. C 24 24 24 24 3'-11- B 22 22 22 22 2' Wa rda rda Iva nia 6.5' T 7.5 8' 8.5'9 9.5 10 10.5'11'11.5' 12 C 24 24 24 24 37 C 22 22 22 22 3 Wa rda Wa rda rda rda rda Wa rda Wa 9.5 10' 10.5 11'11.5'12'12. C 25 25 25 25 37 C 22 22 22 22 4' Wa Illa nia nia rda rda rda Wa rda Wa Wa Wa Wa nia rla 12.5' 13 8 23 23 24 25 7-2 8 21 23 25 26 TABLE 6.3 Post Requirements TABLE 6.4 Post Requirements for C 23 23 23 25 6-6- 8 22 23 24 26 for Attached Single Span Structures Freestanding Structures or Multispan Attached Structures C 24 24 24 24 5-11- 8 22 22 24 25 Post Description Max POST Detail Post Description Maximum Max POST C 24 24 24 24 54" 8 22 22 24 25 Hqt Code Footing Height Code Det C 25 25 25 25 5'-1 8 23 23 23 25 Twin 0.062"*1.5"xl.50 Scroll 9'A AC 0.041"x393" Steel Ciover d= 20- 9'B Nll,AH C 25 25 25 25 4'-9- 8 23 23 23 25 0.042»<3"x8"Aluminum Post 11'B N30 0.041-x3-xY Steel Clover d= 21 " 8'B Nll,AH \22£-985>' C 25 25 25 25 4'< B 23 23 23 24 0.024"Post with SideplateS 12'B N16, BK 3/16-x3-x3- Steel Square d= 28"12'C N17, AG C 25 25 25 25 47 8 23 23 23 24 Clover 0.030723"xy Alum 11'B Nll,AH 3/16-x3-x3- Steel Square d= 28" 8'D N17, AG -gM=>SNh./C 26 26 26 26 4'-0" C 23 23 23 24 Clover 0.040"xrx3" Alum 12'B Nll,AH 1/4-x3-x3" Steel Square d= 28"12'D N17, AG ,91 C 26 26 26 26 3·do- C 23 23 23 24 Colonial 0.062" Extruded 12'C AE 3/16"x4"x4" Steel Square d= 28" 12' E N17, AG ZF- ,-,#1 C 26 26 26 26 3-8-C 24 24 24 24 0.041 "x3"x3" Steel Clover 12'D Nll,AH 1/2"x4"x4- Steel Square d= 37"12'D N17, AG 8? 2.9- 8-'-A- C 26 26 26 26 34" C 24 24 24 24 0.041 "x3"<3" Steel Clover 8'E Nll,AH 1/2"x4"x4" Steel Square d= 31"15'D N17, Al C 27 27 27 27 3'-4- C 24 24 24 24 3/16"43x3' Steel Square 15' H N17, AG C 27 27 27 27 3'-3- C 24 24 24 24 1/4-*3"xy Steel Square C 27 27 27 27 341-c 24 24 24 24 3/16"*4"*40 Steel Square 1/2"x4"x4" Steel Square 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 6.5 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Product; <i,0.Pr-FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 5208 Tennyson Parkway 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Plano, Texas 75024 rotessh 10. USE THE APPROPRIATE DETAILS (Nl-N35 or A-BM)Carl Putnam, P. E. --4-39#6 FOR PAnO SLABS FOLLOW 1 -6 FROM ABOVE THEN 3441 Ivylink Place PICA %SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg, VA 24503 1 3 9 /0 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.nel SLAB 9. FOLLOW 9-10 FROM ABOVE -0 A SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES LALIFC PT OCT 20 2 -*?ed r Page 33 of 60 'ONA 0 »'K NOV 52012-4)'res 9/30120+ 15'I N17, AG 15'J N17, AG 15'K N17, AG 80401* Et[.6 60*, 990 7 V SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAE Classic Extruded Fasci; (Detail H)Alaskan Extruded Fasc a (Detail K)Double Steel Cloverleaf (Detail AA) TABLE 6.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAD< POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REQD POST MIN FOOTER 8' |10 | 17 POST MIN FOOTER 8 |10 | 12'POST MIN FOOTER E | 19 | 12 LOAD (FT)ON SLAB FOR SPACING POST SUE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)(FT)SLAB (FT)TYPE ·d·(Fn TYPE 'd'Y | Y | 9 (Fr)TYPE dr -d | -d |.B M (In)(in) I (in)M On) I (In) I (in)en) (in) 1 (In) 1 (In) 105 MPH EXPOSURi B or 85 MPE EXPOS JRE C 10 3 22·-8-A 14'-2- B 23 23 24 26 12'-4- B 22 22 23 25 12'-10- B 22 23 25 26 LIVE 3.5 19'-5 A 13'-6- B 24 24 24 25 11'-9- 8 23 23 23 24 12'-2.B 23 23 24 26 LOAD 4 11-0-A 12'-11' C 25 25 25 25 11'-2- 8 23 23 23 24 11'-8 B 24 24 24 26 ONLY 4.5 15'+1-A 12-5- C 25 25 25 25 10-9 C 24 24 24 24 11'-2-C 24 24 24 25 5 137 A 9 C 26 26 26 26 109 C 25 25 25 25 10-10-C 25 25 25 25 5.5 12'-4 A 11'-7- C 26 26 26 26 9-11 C 25 25 25 25 10'-6-C 25 25 25 25 6 11'-T A 11-3- C 27 27 27 27 9'-6- C 25 25 25 25 10-2- C 26 26 26 26 6.5 10'-5 A 11-0- C 27 27 27 27 9-1 C 26 26 26 26 9'-11 C 26 26 26 26 7 9'-8"A 10-8- C 28 28 28 28 8'-9" C 26 26 26 26 9-8- C 27 27 27 27 7.5 9-1 A 10-5- C 28 28 28 28 8-5-C 26 26 26 26 9-5*C 27 27 27 27 8 8'-6-A 10-3- C 29 29 29 29 8-2-C 26 26 26 26 9.3 C 28 28 28 28 8.5 8'-0-A 10-0- 0 29 29 29 29 r-10- C 27 27 27 27 9-1' C 28 28 28 28 9 T-6"A 9-10- O 29 29 29 29 T-T C 27 27 27 27 8'+11 C 28 28 28 28 9.5 T -2-A 9·-8- D 30 30 30 30 T-5-C 27 27 27 27 8·-9- C 29 29 29 29 10 6'-9"A 9-6- D 30 30 30 30 T-7 C 27 27 27 27 8·-7 0 29 29 29 29 11 6'-2-A 9-2- D 31 31 31 31 6-10- C 28 28 28 28 87 0 29 29 29 29 12 5'-8-A 8·-11 -0 31 31 31 31 6·€ C 28 28 28 28 7-10- D 30 30 30 30 13 5'-2-A 8-8- O 32 32 32 32 67 C 28 28 28 28 7-6- D 30 30 30 30 105 MPH EXPOSURI C 10 3 224-A 13'-3' C 25 25 26 28 11'4' B 24 24 25 26 12'-0- B 24 25 26 28 LIVE 3.5 19'-5-A 12'-7- C 26 26 26 27 10'-11-C 25 25 25 26 11'4" C 25 25 26 28 LOAD 4 17'-0-A 124- C 27 27 27 27 10 5- C 26 26 26 26 10'-10" C 26 26 26 27 ONLY 4.5 15'-1-A 11'-7- C 28 28 28 28 9-11- C 26 26 26 26 10-9 C 27 27 27 27 5 13'-7-A 11'-2- C 28 28 28 28 9·-5-C 27 27 27 27 10-1- C 27 27 27 27 5.5 12'-4-A 10-10- C 29 29 29 29 8-11- C 27 27 27 27 9-9- C 28 28 28 28 6 11'-4 A 10-6- C 29 29 29 29 8'-6"C 27 27 27 27 9-6- C 28 28 28 28 6.5 10'-5 A 10-3- C 30 30 30 30 87 C 28 28 28 28 9-3" C 29 29 29 29 7 9'-8"A 10'-0- D 30 30 30 30 7-10-C 28 28 28 28 94" C 29 29 29 29 7.5 9-1.A 9-9- D 31 31 31 31 77 C 28 28 28 28 8'-10- C 30 30 30 30 8 8'-6"A 9-7-D 31 31 31 31 7-3 C 29 29 29 29 87 0 30 30 30 30 8.5 8'-0-A 94-D 32 32 32 32 7-1" C 29 29 29 29 8-5" D 31 31 31 31 9 74 A 9-2-D 32 32 32 32 6'-10- C. 29 29 29 29 87 0 31 31 31 31 9.5 Tr A 94" D 33 33 33 33 67 0 29 29 29 29 7-11- D 31 31 31 31 10 6'-9-A 8-10· 0 33 33 33 33 6'-5" C 30 30 30 30 7-9- O 32 32 32 32 11 6'-2-A 8'-7- O 34 34 34 34 6'-1" 0 30 30 30 30 7-5" D 32 32 32 32 12 5-8-A 8'-4- O 34 34 34 34 5'-10- 0 30 30 30 30 7-1" D 32 32 32 32 13 5-2-A 8'-0-0 35 35 35 35 5'4 0 31 31 31 31 6·-10" D 33 33 33 33 110 MPH EXPOSURE 8 or 90 MIl EXPOSJRE C 10 3 27-8-A 13'-10" 8 24 24 25 26 12'-0- 8 22 22 24 25 12-6 8 23 24 25 26 LIVE 3.5 19'-5-A 13'+2 C 24 24 24 26 11'-5- B 23 23 23 25 11-11-8 24 24 25 26 LOAD 4 17-0*A 12'-7- C 25 25 25 26 10'-11" 8 24 24 24 25 11'4 C 24 24 25 26 ONLY 4.5 15'-1 A 12'-1" C 26 26 26 26 10-6- C 25 25 25 25 10-11-C 25 25 25 26 5 13'-7-A 11'-8- C 26 26 26 26 10'-1 C 25 25 25 25 10-6» C 25 25 25 26 5.5 12'-4'A 11'-4-C 27 27 27 27 9-7- C 25 25 25 25 1003" C 26 26 26 26 6 11'-4"A 11%0" C 27 27 27 27 97 C 26 26 26 26 9-11" C 27 27 27 27 6.5 10'-5'A 104· C 28 28 28 28 8-9" C 26 26 26 26 9-8-C 27 27 27 27 7 9'-8-A 10-5· C 28 28 28 28 8'-5- C 26 26 26 26 9-5- C 27 27 27 27 7.5 9·.1-A 10-2 C 29 29 29 29 8·-1- C 27 27 27 27 97 0 28 28 28 28 8 8'-6-A 10-0- D 29 29 29 29 7-10- C 27 27 27 27 9-0- C 28 28 28 28 8.5 8'-0"A 9'-9 D 30 30 30 30 r-r C 27 27 27 27 8'-10" C 29 29 29 29 9 7-6 A 97 0 30 30 30 30 74" C 27 27 27 27 818" C 29 29 29 29 9.5 T-2-A 9-5- 0 30 30 30 30 7·-1- C 28 28 28 28 84" 0 29 29 29 29 10 6'-9-A 9-3-D 31 31 31 31 641-C 28 28 28 28 8'-3- 0 30 30 30 30 11 6'-2-A 94" D 31 31 31 31 6-7-C 28 28 28 28 7-10- 0 30 30 30 30 12 5'-8 A 8'-9"D 32 32 32 32 67 C 29 29 29 29 7-6- 0 31 31 31 31 13 5-2-A 8'-6" D 33 33 33 33 5-11· C 29 29 29 29 T€ O 31 31 31 31 ICC ESR 1398 (2009 IBC) 10/11/2011 . Classic Extruded Fasc a (Detail H) TABLE 6.6 Attached Freestanding or Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH SNOW WIDTH SPACING REQU POST MIN FOOTER 8· | 10 | 12 LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER (PSF)(FT)SLAB (FT)TYPE ·d· ·cr 'd· | 'd On) (In)(In) I on) 110 MPH EXPOSURE B or 90 MPH EXPCSURE C 25 3 11'-4- A 12'-6- C 23 23 24 26 3.5 9-8-A 11-11- C 24 24 24 25 4 8'-6 A 11'-4 C 24 24 24 25 4.5 T.6-A 10'41- C 25 25 25 25 5 5-9'A 19-7- C 25 25 25 25 5.5 5-2-A 10-3- C 26 26 26 26 6 5'-8-A 9-11- O 27 27 27 27 6.5 5-2- A 9'-8-0 27 27 27 27 7 4-10" A 9'-5-0 27 27 27 27 75 4'-6- A 9-2-0 28 28 28 28 8 47 A 94 0 28 28 28 28 8.5 4'-0-A 8-10- 0 29 29 29 29 9 39 A 8%8" O 29 29 29 29 9.5 3-7- A 8-6- 0 29 29 29 29 110 MPHEXPOSUREC 25 3 1104" A 11'-9" C 25 25 26 28 3.5 9-8,A 117 C 26 26 26 27 4 2-6-A 10-8- C 27 27 27 27 4.5 TE A 10-3- C 27 27 27 27 5 6-9 A 9-11"O 28 28 28 28 5.5 6'-2- A 9-7- O 29 29 29 29 6 5'-8- A 9'-4- D 29 29 29 29 6.5 5-2- A 9'-1- 0 30 30 30 30 7 4'-10" A 8'.10- 0 30 30 30 30 7.5 4'-6- A 8'-8-D 31 31 31 31 8 4'-3- A 8-5-D 31 31 31 31 8.5 44" A 8'-3-D 32 32 32 32 9 39 A 8-1-D 32 32 32 32 9.5 3-r A 7-10- D 32 32 32 32 100 MPH EXPOSURE B or 30 3 9'-6-A 12'-4-C 21 22 23 24 3.5 87 A 11'« C 22 22 23 24 4 7-1"A 11'·2" C 23 23 23 24 4.5 6-4-A 10-9" C 23 23 23 24 5 5%8-A 10%4"C 24 24 24 24 5.5 5'.2-A 10%0" C 24 24 24 24 6 4'-9"A 9.9'0 25 25 25 25 6.5 4·4"A 9%60 0 25 25 25 25 7 4'-1"A 9'-3"O 26 26 26 26 7.5 3'-9" A 9-1.D 26 26 26 26 8 3'-6-A 8'-10" D 26 26 26 26 8.5 3'-4" A 8'-8-D 27 27 27 27 9 37 A 8'-6"D 27 27 27 27 100 MPH EXPOSUREC Alaskan Extruded Fascia (Detail K) Attached Freestanding or Structure Multispan Units MAX MAU< POST LENGTH POST MIN FOOTER 8' |10' | 12' SPACING POST SIZE CONSTRAINED FOOTEF (FD TYPE -d' | Id'·d· M (in) I (In) I M 10-10" 8 22 22 23 25 104" C 22 22 23 24 9'-8" C 23 23 23 24 9'-1"C 23 23 23 24 87 C 24 24 24 24 87 C 24 24 24 24 7-9 C 25 25 25 25 T-5 C 25 25 25 25 T -2 C 25 25 25 25 6'-11 C 25 25 25 25 6-8- C 26 26 26 26 6-5-C 26 26 26 26 5-3-C 26 26 26 26 64- C 26 26 26 26 107 C 24 24 25 26 9-5-C 24 24 25 26 8-9- C 25 25 25 26 8'-3-C 25 25 25 26 T-9- C 26 26 26 26 T-5-C 26 26 26 26 r-0- C 27 27 27 27 5-9- C 27 27 27 27 6-5-C 27 27 27 27 6-2-C 27 27 27 27 6-0- C 28 28 28 28 5-9 0 28 28 28 28 57 0 28 28 28 28 5'-5-0 28 28 28 28 10'-8- C 20 21 22 23 10'-2" C 21 21 22 23 9'-5"C 21 21 22 23 8'-10" C 22 22 22 23 8-5-C 22 22 22 22 7-11" C 22 22 22 22 7-7- C 23 23 23 23 T-3-C 23 23 23 23 T.7 C 23 23 23 23 6-8- C 23 23 23 23 6'-5-C 24 24 24 24 63-C 24 24 24 24 6'-0" C 24 24 24 24 Double 3teel Cloverleaf (Detail AA) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8 |10 | 17 SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE d d' | .d- .€ (In) (In) I M I (In) 11'-3- C 22 23 25 26 10'-9- C 23 23 24 26 10-3" C 23 23 24 26 9'-10- C 24 24 24 25 9'-6- C 25 25 25 25 9-3-C 25 25 25 25 8'-11- C 26 26 26 26 8'-9-C 26 26 26 26 8'46-0 27 27 '27 27 8'-3-D 27 27 27 27 8'-0- 0 27 27 '27 27 7-9- O 27 27 27 27 Te D 28 28 28 28 77 0 28 28 28 28 107 C 24 25 '26 28 10'-1-C 25 25 26 28 9-7- C 26 26 26 27 9-3-C 26 26 26 27 8'-11-C 27 27 27 27 8%8- C 28 28 28 28 8-5- D 28 28 28 28 8-1- 0 29 29 29 29 T-9- D 29 29 29 29 r€ 0 29 29 29 29 r-3 0 30 30 30 30 r-1- 0 30 30 30 30 6-10- O 30 30 30 30 5-8- 0 30 30 30 30 11'-1-23 25 10'-6 C 23 24 10-1 C 23 24 9'« 23 24 5-4- 23 24 9-1- { 23 24 8-10- 24 24 87 24 24 8-4"I 25 25 89 I 25 25 7'-9-I25 25 T€I 25 25 74- I 26 26 /CIO 20 2011 JOV 5 2012 30 3 94 A 11'-9"C 23 23 25 26 10'-2-C 22 22 24 3.5 8'-2"A 11'-2"C 24 24 25 26 9'-5"C 23 23 24 4 7'-1 -A 10'-8-C 25 25 25 26 8-9-C 23 21 8 4 27/<P- 10'-3-C 26 26 26 26 8'-3-C 24 24 24 24 24 24 24 125 . 6 26 OF CA\-\FO Page 34 of 60 19%0 20 22 21 22 22 22 22 22 23 23 23 23 24 24 24 24 25 25 25 25 25 25 25 25 26 26 N P Gdp 0401 1 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS Classic Extruded Fascia (Detail H)Alaskan Extruded Fasc a (Detail K)Double Steel Cloverleaf (Detail AA) TABLE 6.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REQ·D POST MIN FOOTER 8' |10 | 12'POST MIN FOOTER 8' |10 | 12'POST MIN FOOTER 8' |10 | 12 LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)(FT)SLAB (FT)TYPE d 9 | 4 | .d.(FT)TYPE "d'*d | ).-d (FT)TYPE d ·d· ·6· On) on) 1 (in) 1 (in) (In) (in) I On) (In) (In) en) (in) (In) 110 MPH EXPOSUR! C 10 3 2218"A 12'-9" C 26 26 26 28 11'-1· 8 25 25 25 27 11'4' 8 25 25 27 28 LIVE 3.5 19'-5'A 17-1' C 27 27 27 28 10·-6- C 25 25 25 27 10-11"C 26 26 27 28 LOAD 4 1 7-0'A 117 C 27 27 27 28 10-0- C 26 26 26 26 10-5- C 26 26 26 28 ONLY 4.5 15'-1-A 11'-1 C 28 28 28 28 94-C 27 27 27 27 10'47 C 27 27 27 28 5 137 A 10-9- C 29 29 29 29 8'-10- C 27 27 27 27 94 C 28 28 28 28 5.5 12'-4-A 109 C 29 29 29 29 8-5" C 27 27 27 27 9-5- C 28 28 28 28 6 11%4-A 10-1- C 30 30 30 30 8%0" C 28 28 28 28 9-1- C 29 29 29 29 6.5 10'-5-A 9-10- 0 31 31 31 31 7%8" C 28 28 28 28 8-11· C 29 29 29 29 7 9·-8-A 9-7- O 31 31 31 31 T.4" C 28 28 28 28 8-8- C 30 30 30 30 7.5 9'-1"A 9-4" O 31 31 31 31 7-1" C 29 29 29 29 8'-5" 0 30 30 30 30 8 8'-6"A 9-2- O 32 32 32 32 6'-10- C 29 29 29 29 87 0 31 31 31 31 8.5 8'-0.A 94 D 32 32 32 32 67-C 29 29 29 29 r-11-0 31 31 31 31 9 7-6"A 8'-10· D 33 33 33 33 6-5" C 29 29 29 29 T-9- D 31 31 31 31 9.5 T-2 A 8'-8" D 33 33 33 33 6'-2" C 30 30 30 30 T-5-D 32 32 32 32 10 6'-9"A 80-6- 0 34 34 34 34 64 C 30 30 30 30 7-4- D 32 32 32 32 11 6'-2"A 87 0 34 34 34 34 5'-8- D 30 30 30 30 7-0- 0 32 32 32 32 110 MPH EXPOSURI B 0,90 MPF EXPOSJRE C 20 3 11'-10-A 12'€ C 23 23 24 26 10'-17 8 22 22 23 25 11'.3-C 22 23 25 26 LIVE 3.5 10'-2-All'-11"(24242425 10%4- (22222324 10'-9- (23232426 LOAD 4 8'-11-A 11'-4-C 24 24 24 25 5-8-C 23 23 23 24 107 C 23 23 24 26 ONLY 4.5 T-11-A 10'-11-C 25 25 25 25 9'-1 C 23 23 23 24 9-10 C 24 24 24 25 5 7'-1-A 10-7- C 25 25 25 25 87 C 24 24 24 24 94" C 25 25 25 25 5.5 6-5-A 10-3- C 26 26 26 26 8'-2 C 24 24 24 24 9-3- C 25 25 25 25 6 5'+11-A 9-11-0 27 27 27 27 1-9-C 25 25 25 25 8'-11'C 26 26 26 26 6.5 5-5"A N· 0 27 27 27 27 7-5" C 25 25 25 25 87-9" C 26 26 26 26 7 501 A 9-5- O 27 27 27 27 T-r C 25 25 25 25 8'4 0 27 27 27 27 Classic Extruded Fascia (Detail H) TABLE 6.6 Attached Freestanding or Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH SNOW WIDTH SPACING REOD POST MIN FOOTER E | 10· | 12 LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER (PSF)(FT)SLAB (FT)TYPE ·d·B | -d- -d (in) (In) 1 {in) (in) 110 MPH EXPOSURE B or 90 MPH EXPCSURE C 30 3 9-6-A 12'-1- C 23 23 24 25 3.5 8'-2"A 11'-6"C 23 23 24 25 4 7-1 A 11'4 C 24 24 24 25 4.5 6'-4"A 107 0 25 25 25 25 5 5'-8-A 10'-2"C 25 25 25 25 5.5 5'-2-A 9'-11- D 26 26 26 26 6 49 A 9-7-D 26 26 26 26 6.5 4'-4-A 9'-4-D 27 27 27 27 7 4'-1-A 9'-1 D 27 27 27 27 7.5 3'-9-A 8'-11" O 28 28 28 28 8 3'-6-A 8'-9"0 28 28 28 28 8.5 3'-4 A 8'-6-0 28 28 28 28 110 MPH EXPOSURE C 30 3 9-6-A 11'-5 C 25 25 26 27 3.5 8'-2 A 10'-10- C 26 26 26 27 4 701"A 10'-4-C 26 26 26 27 4.5 64"A 10-0-D 27 27 27 27 5 5'-8-A 97 D 28 28 28 28 5.5 5'-2-A 9'4 D 28 28 28 28 6 4-9-A 9'-1" D 29 29 29 29 6.5 4'-4"A 8'-le D 29 29 29 29 7 4'-1"A 8'-r D 30 30 30 30 OVER-TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN A HANG PROJECTION OF SINGLE SPAN STUCTURi FD 6·1 8 9' 19 11' 12 13· 14 Alaskan Extruded Fa,cia (Detail K) Attached Freestanding or Structure Muttispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' | 10' | 12 SPACING POST SIZE CONSTRAINED FOOTEEF (FT)TYPE d .d· 1 -dr -dr M (In) 1 (in) 1 (In) 10'4' C 21 22 23 24 9%11" C 22 22 23 24 97 0 23 23 23 24 8-8- C 23 23 23 24 87 C 23 23 23 23 T-9" C 24 24 24 24 T-SP C 24 24 24 24 T-1"C 24 24 24 24 6'-9" C 25 25 25 25 6·.6.C 25 25 25 25 6'-3"C 25 25 25 25 6'-1-C 25 25 25 25 9'-10' C 24 24 25 26 9'-0- C 24 24 24 26 8'-5-C 25 25 25 26 7+11" C 25 25 25 25 1.5- C 25 25 25 25 701-C 26 26 26 26 6'-9" C 26 26 26 26 6'-5"C 26 26 26 26 6'-2"C 27 27 27 27 1-TACHED STRUCTURES ES (FT) 15 15 17 18' 19' 20· Double Steel Cloverleaf (Detail AA) Attached Freestanding or Structure Multispan Units MAA MAX POST LENGTH POST MIN FOOTER 8' |10 | 12 SPACING POST SIZE CONSTRAtNED FOOTER (FT)TYPE -d'9 | .d' 9 (In) On) I {in) (in) 10'-11" C 22 23 24 26 10'4 C 23 23 24 26 9'-11"C 23 23 24 25 9'-6- C 24 24 24 25 9·.2"C 24 24 24 25 8-11" C 25 25 25 25 8'-8-C 25 25 25 25 8-5-D 26 26 26 26 8-1 D 26 26 26 26 1-10" D 26 26 26 26 T-T D 27 27 27 27 T-4-D 27 27 27 27 10'-4" C 24 25 26 28 9'-9"C 25 25 26 28 94"C 26 26 26 27 9'-0" C 26 26 26 27 8'-8-C 27 27 27 27 8'-5 0 27 27 27 27 8'-1" D 28 28 28 28 7-9" D 28 28 28 28 7-5" D 29 29 29 29 21' 27 /224* P91 7.5 4 9-A 9-2" D 28 28 28 28 5-11- 8 4'-5-A 9-0- D 28 28 28 28 6-8 8.5 4-7 A 8'-10- 0 29 29 29 29 5-5- 9 3'-11'A 8'-8- 0 29 29 29 29 6-3- 9.5 3-9-A 8'-6- D 29 29 29 29 5-7 110 MPH EXPOSURE C 20 3 11·-10"A 11'-11- C 25 25 26 28 10·-4- LIVE 3.5 10'-2 A 11'-4 C 26 26 26 27 9-8- LOAD 4 8'-11-A 10-10- C 27 27 27 27 9-0- ONLY 4.5 7-11-A 1045- C 27 27 27 27 8-5- 5 7-1-A 10'-0-0 28 28 28 28 8·-0- 5.5 6'-5 A 9-9- D 29 29 29 29 T-T 6 5'-11-A 9-5- D 29 29 29 29 7-7 6.5 5-5 A 9-2- D 30 30 30 30 5-11 7 5'-1"A %-P D 30 30 30 30 5-r 7.5 4.9 A 8'-9" D 31 31 31 31 6'-4 8 4'-5-A 8'7 D 31 31 31 31 6'-2 8.5 4'-2-A 8·-5" D 32 32 32 32 5'-11- 9 3·-11 A 87 D 32 32 32 32 5-9" 9.5 3-7 A 84- O 32 32 32 32 9-7- 10 3'-6"A T-10- 0 33 33 33 33 5-5* GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.6 ICC ESR 1398 (2009 IBC) 10/11/2011 C 25 25 25 25 8-3- 0 27 27 27 27 0 3' 3.5' 4'4.5'5 5.5 6 6.5 T 7.5'8.5 9 9.5' 10' 10.5 11'/4' 0' A ' .,rvv*\ C 26 26 26 26 84· 0 27 27 27 27 1 3.5 4 4.5 5 5.5' 6'6.5 7 7.5 8' 8.5' 9 9.5 19 10.5 1 111: 1%( d Qdgh _3* 0-0 26 26 26 26 7-9- 0 27 27 27 27 7 Wa nia Wa Na wa 6.5 7 7.5 E 8.5'9 9.9 19 10.5 11' C 26 26 26 26 T-6-' O 28 28 28 28 3 Na Wa Wa rda nia nia nia nla nia nia 9.5 10' 10.5' 11 11.5' 12 12.5 1 1 y 4-fr \ C 26 26 26 26 7%4* O 28 28 28 28 4· n/8 40 Wa Wa Wa Wa Wa rda ria Wa Wa Wa Wa Wa Wa 12.5 13' Ah \Ek€ subilbtl 1 - C 24 24 25 27 10-9· C 24 25 27 28 TABLE 6.3 Post Requirements TABLE 6.4 Post Requirements for C 25 25 25 26 19-3· C 25 25 26 28 for Attached Single Span Structures Freestanding Structures or Multispan Attached Structures C 25 25 25 26 9-7 C 26 26 26 28 Post Description Max POST DETAIL Post Description Maximum I Max POST ( / 637'*k:EYE,.,,7C 26 26 26 26 1-5- C 27 27 27 27 Hgt Code Fooung Height Code DetaINf'\42LCALFC 26 26 26 26 5-1" C 27 27 27 27 Twin 0.062 *1.5 *1.5 Scroll 9' A AC 0.041"xh3- Steel Clover d= 20" 9'B Nll,AH C 26 26 26 26 59- C 28 28 28 28 0.042'x398* Aluminum Post 11'B 1430 0.041"x3=*3= Steel Clover d= 21" 8'B Nll,AH C 27 27 27 27 8'€ 0 28 28 28 28 0.024»Post with Sideplates 12'B N16. BK 3/16"x3"x3- Steel Square d= 28"12'C N17, AG C 27 27 27 27 87 0 29 29 29 29 Clover 0.030"x3"xy Alum 11'B Nll,AH 3/16"x3"x3" Steel Square d= 28" 8'D N17, AG ,4=SE=b. C 27 27 27 27 7-11- D 29 29 29 29 Clover 0.040"x3"xy Alum 12'B Nll,AH 1/4-x3"x3" Steel Square d= 28" 12' D N17, AG .*'-'ANFUr·J*&,t.+0/ C 28 28 28 28 7%8- D 29 29 29 29 Colonial 0.062" Extruded 12' C AE 3/16"x4"x4" Steel Square d. 28" 12' C:; 30#<MC 28 28 28 28 7'-5- D 30 30 30 30 0.041"x3*3* Steel Clover 12'D Nll,AH 1/2"x4-,4- Steel Square d= 37"12' 0 28 28 28 28 7-2- D 30 30 30 30 0.041"xyx3" Steel Clover 8' E Ni 1, AH 1/2-x4"x4" Steel Square d= 31" 15' D N17, AW .f-7O 28 28 28 28 T-0- D 30 30 30 30 3/16"x3"x3" Steel Square 15' H N17, AG 0 29 29 29 29 6·-10· 0 31 31 31 31 1/4""<3"*3" Steel Square 0 29 29 29 29 6%8" 0 31 31 31 31 3/16"x4"x4" Steel Square i 1/2"x4"x4" Steel Square E 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 6.6 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products /484# 1%17*,·4 1 bFREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 5208 Tennyson Parkway / / 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Plano, Texas 75024 / / 1 -R \f» vlo'32 E 10. USE THE APPROPRIATE DETAILS (Nl-N35 or A-BM) Carl Putnam, P. E. FOR PAnO SLABS FOLLOW 1 -6 FROM ABOVE THEN 3441 Ivylink Place 1 4 NoyoN 1*KY- 4,4 ' SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg, VA 24503 \ \1 /Ilb"0 / r 91) SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.nel { \ -X X / SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES OCT 20 26 11,43<A Aed-Ud) NOV 5 2012 Page 35 of 60 hires 9/301'lv 15'1 N17, AG 15'J N17, AG 15'K N17,AG pl 1 0 C1 . 16231 F NEUJ n A SOLID COVER 6.0 POST SPACINGS FOR PAT1O AND COMMERCIAL COVERS HIGH WIND AREAE 4"x3" 1 E eam (Detail Y)7",4" 1 Eeam (Detail Q) TABLE 6.7 Attached Freestanding or Attached Freestanding o Structure Multispan Units Structure Multispan Unit. GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LEN SNOW W[DTH SPACING REQD POST MIN FOOTER 8' |19 | 12 POST MIN FOOTER 8'1101 LOAD (FT)ON SLAB FOR SPACING POST SIZEE CONSTRAINED FOOTER SPACING POST SIZEE CONSTRAINED Fl (PSF)(FT)SLAB (FT)TYPE -d (FT)TYPE 'd'-d | .d- On) (In) I on) I On)On) On) I (in) 105 MPH EXPOSURE B or 85 MPI EXPOSJRE C 10 3 220-8-A 10-1- A 21 23 24 26 13'-11-8 23 27 29 LIVE 3.5 19'-5-A 9-9- A 21 23 24 26 13-5- 8 24 27 28 LOAD 4 1770 A 9-5- 8 22 23 24 25 12'-11-C 25 26 28 ONLY 4.5 15'4 A 9-2- B 23 23 24 25 12-7- C 25 26 28 5 13'-r A 8·-6-B 23 23 24 25 12-3- C 26 26 28 5.5 12-4.A 7'-11"B 23 23 23 25 12'-0- C 27 27 28 6 11'-4-A 7-5-B 23 23 23 24 11-9. C 27 27 28 6.5 10'-5-A 6-11" 8 23 23 23 24 114 C 28 28 28 7 ga.A 6-6- 8 24 24 24 24 11'-4-C 28 28 28 7.5 9-1-A 6-2- 8 24 24 24 24 11-1- 0 29 29 29 8 86 A 5'-10- 8 24 24 24 24 10-8- D 29 29 29 8.5 80-0-A 5'-6- C 24 24 24 24 10-2- D 29 29 29 9 Te A 5-3" C 24 24 24 24 9·-8- 0 29 29 29 9.5 T.T A 5'-0- C 24 24 24 24 9-3- 0 29 29 29 10 6'-9"A 4'-10- C 24 24 24 24 8·-11' D 29 29 29 11 67 A 4'-5-C 24 24 24 24 8-3- D 30 30 30 12 5%8"A 4'-1-C 24 24 24 24 T-8- O 30 30 30 13 5-2"A y-10- C 24 24 24 24 77 0 30 30 30 105 MPH EXPOSURE C 10 3 22'-8-A 9'-4" A 22 25 26 28 12'-10" C 25 29 31 LIVE 3.5 19'-5-A 9-0" 8 23 24 26 27 12'4 C 26 29 30 LOAD 4 17'-0-A 8'-8- 8 24 24 26 27 11'-11 C 27 28 30 ONLY 4.5 15'-1"A T-11· . 8 24 24 25 27 11%8" C 28 28 30 5 13'-7•A 74" 8 25 25 25 26 11'4" C 28 28 30 5.5 12'-4-A 6·-9 8 25 25 25 26 11·-1- C 29 29 30 6 11'-4-A 693" 8 25 25 25 26 10'-10" C 30 30 30 6.5 10 5-A 5·-11· C 25 25 25 26 10-8- D 30 30 30 7 948"A 5'-6-C 25 25 25 25 10'-1-D 31 31 31 7.5 9'-1- A 5'+2" C 25 25 25 25 9'-7 0 31 31 31 8 8%6" A 4%11- C 25 25 25 25 901" D 31 31 31 8.5 8'-0"A 4%8" C 25 25 25 25 8'4" D 31 31 31 9 T-6"A 4'-5· C 25 25 25 25 893· D 31 31 31 9.5 T-T'A 49 C 25 25 25 25 7-10· D 31 31 31 10 6·-9 A 4·-0- C 25 25 25 25 7%6· D 31 31 31 11 60-2 A 3'-8" C 25 25 25 25 6'.11'D 31 31 31 12 518"A 3·-5" C 26 26 26 26 68 D 31 31 31 13 57 A 3-2- C 26 26 26 26 69 0 32 32 32 110 MPH EXPOSURI 8 or 90 MPB EXPOSJRE C 10 3 22'-8-A 9-11'A 21 23 25 26 13 7-B 23 27 29 LIVE 3.5 19'-5-A 9-6- B 22 23 25 26 13·-1- C 24 27 29 LOAD 4 1 T-0-A 9'-2-8 23 23 25 26 12-8- C 25 27 29 ONLY 4.5 15'-1-A 8-9-B 23 23 24 26 12'-4- C 26 27 28 5 13'-7-A 8-1 B 23 23 24 25 12'-0-C 27 27 28 5.5 12'4 A T.6-B 23 23 24 25 11-9- C 27 27 28 6 11'-4 A 7'-0-B 24 24 24 25 11'4 C 28 28 28 6.5 10'-5-A 6'-6"8 24 24 24 24 11'-3 C 28 28 28 7 9-8-A 6-2 8 24 24 24 24 11'-0- C 29 29 29 7.5 9'-1-A 5-10 8 24 24 24 24 10-7- O 29 29 29 8 8'-6-A 5'-6"8 24 24 24 24 10-1- D 29 29 29 8.5 80-0 A 57 8 24 24 24 24 97 0 29 29 29 9 74 A 5'-0"C 24 24 24 24 9'-2" O 30 30 30 9.5 T-T A 4·-9" C 24 24 24 24 87 0 30 30 30 10 6'-9 A 4'€ C 24 24 24 24 8'-5" 0 30 30 30 11 6'-2"A 47 C 24 24 24 24 7-9" 0 30 30 30 12 5'-8 A 3-10- C 24 24 24 24 7-2" O 30 30 30 13 5'-2"A 37 C 24 24 24 24 69 D 30 30 30 16 Gaug 3 x3™8" Steel C (Detail T) r Attached Freestanding or ; Structure Multispan Units GTH MAX MAX POST LENGTH GROUND 12'POST MIN FOOTER 1 | 10 | 12 SNOW JOTER SPACING POST SIZE CONSTRAINED FOOTER LOAD 'B (FT)TYPE Y .€-{r (PSF) On) Un) on) Un) On) 30 159 8 24 28 30 32 25 30 14'-2- C 24 28 29 31 30 12'-11'C 25 27 29 30 29 11'-11' C 25 27 28 30 29 11%0' C 25 26 28 29 29 10-3' C 25 26 27 29 29 9-8- C 25 25 27 28 29 9-1- C 26 26 27 28 29 5-7-C 26 26 26 28 29 5-1-C 26 26 26 27 29 r-7-C 26 26 26 27 29 T-1-C 26 26 26 27 29 6-9- C 26 26 26 26 29 6-4- C 26 26 26 26 29 6·-1-C 26 26 26 26 30 5'-6" C 26 26 26 26 25 30 5-1- C 26 26 26 26 30 4'-8- C 26 26 26 26 32 13'-9- C 26 30 32 33 32 12'-4-C 26 29 31 33 32 11'-3 C 26 29 30 32 31 104- C 27 28 30 31 31 9-6-C 27 28 29 31 31 8'-10- C 27 27 29 30 31 8'-3-C 27 27 28 30 31 7-7-C 27 27 28 30 31 7'-1-C 27 27 28 29 31 67 C 27 27 27 29 31 6-2- C 27 27 27 28 31 5-10'C 27 27 27 28 30 31 9-6- C 27 27 27 28 31 5'-3"C 27 27 27 27 31 5'-0- C 27 27 27 27 31 4'-6- C 27 27 27 27 31 4'-2 C 27 27 27 27 32 3-10 C 27 27 27 27 31 15'-0- C 24 29 30 32 30 13'-6- C 25 28 30 31 30 124" C 25 27 29 31 30 11'-4.C 25 27 29 30 30 10-6-C 25 27 28 30 30 9-9-C 26 26 28 29 30 9-2- C 29 87 C 29 84- C 29 7-6- C 29 7-0- C 29 6-8- C 30 6-3- C 30 5-11- C 30 5'-8 C 30 5'-2" C 30 4'-8 C 30 4'-4" C 4"xy I Eeam (Detail Y TABLE 6.7 Attached Freestanding or Structure Multispan Units TRIB POST POST MAX MAX POST LENGTH WIDTH SPACING REQU POST MIN FOOTER 8' |19 | 12' (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER (FT)SLAB (FT)TYPE -d- -d- -d- 9 On) On)(In) I On) 110 MPH EXPOSURE B or 90 MPH EXPCSURE C 3 11'-4- A 9-6- B 21 23 25 26 3.5 9-E A 8'-6- B 21 23 24 26 4 8'-6-A 7-8- B 21 22 24 25 4.5 TE A 6-11- B 21 22 23 25 5 6-9 A 6'-4- B 22 22 23 24 5.5 5-2-A 5'-11- 8 22 22 23 24 6 518-A 5'-6- C 22 22 22 24 6.5 5'-2-A 5-1- C 22 22 22 23 7 4'-10- A 4-9- C 22 22 22 23 7.5 44"A 4'-6- C 22 22 22 23 8 4'-3-A 47 C 22 22 22 23 8.5 4'-0"A 4'-0- C 22 22 22 23 9 37 A 3-10" C 22 22 22 23 9.5 3'7 A 38- C 22 22 22 22 110 MPH EXPOSURE C 3 11'-4"A 8'-3- 8 22 25 26 28 3.5 9'-8- A 7-4 B 23 24 26 27 4 8'-6-A 57 8 23 23 25 27 4.5 T€A 5'-11- 8 23 23 25 26 5 6-9- A 5'-5 8 23 23 24 26 5.5 67-2-A 5'4 C 23 23 24 25 6 5·-80 A 4'-8"C 23 23 24 25 6.5 5-2" A 4'-4"C 23 23 23 25 7 4'-10" A 4'-1"C 23 23 23 25 7.5 4'-6" A 3410" C 23 23 23 24 8 403"A 37 C 23 23 23 24 8.5 4'-0"A 3'-5"C 23 23 23 24 9 3'-9"A 3'-3"C 23 23 23 24 9.5 37 A 3'-1"C 24 24 24 24 100 MPH EXPOSURE 8 or 3 9'-6"A 1-2" B 19 22 23 25 3.5 8'-2"A 8'-2 B 19 21 23 24 4 7*-1 A r-4- B 20 21 22 24 4.5 64 A 6-8- B 20 21 22 23 5 9-8 A 6'-1- B 20 20 22 23 5.5 9-T A 5-8- B 20 20 21 23 6 4-9-A 57 8 20 20 21 22 6.5 4'-4"A 4'-11- B 20 20 21 22 7 4-1"A 47 C 20 20 21 22 7.5 3'-9-A 44- C 20 20 21 22 8 3'-6-A 4'-1-C 20 20 20 22 8.5 3'-4-A 3'-10- C 20 20 20 21 9 32"A 3'-8-C 20 20 20 21 100 MPH EXPOSUREC 7*x4" 1 E eam (Detail Q) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |10 | 12 SPACING POST SIZE CONSTAINED FOOTER (FT)TYPE NY ·d- ·fr ·01- tin) On) (in) (tn) 13'-7- C 23 27 29 31 13'-1 C 24 27 29 30 12'-8"C 25 27 29 30 12'-4"C 26 27 28 30 11'7 0 26 26 28 30 10-7 0 26 26 28 29 104" 0 27 27 27 29 9-5-0 27 27 27 28 510- D 27 27 27 28 54 0 27 27 27 28 7'-11-0 27 27 27 27 Te 0 27 27 27 27 T-2-0 27 27 27 27 6%10- 0 27 27 27 27 12'.r C 26 29 31 33 1221- C 27 29 31 33 11'-9"C 28 29 31 32 10-10" 0 28 28 30 32 10-0- D 28 28 30 31 9-3-D 28 28 29 31 5-7-D 28 28 29 30 8-1- 0 29 29 29 30 r-r D 29 29 29 30 T-2-D 29 29 29 29 6-9- D 29 29 29 29 6'-5- 0 29 29 29 29 6'-1- D 29 29 29 29 9-10- 0 29 29 29 29 14'-2-C 22 26 28 29 13'-8"C 23 26 28 29 13'-2"C 24 26 28 29 12'-1"C 24 25 27 28 11'-2"C 24 25 27 28 10'-4-D 24 25 26 28 9'-8-0 25 25 26 27 9-0"0 25 25 25 27 g-6"0 25 25 25 26 5-7 D 25 25 25 26 T -r 0 25 25 25 26 T-2 0 25 25 25 26 6-10" 0 25 25 25 25 16 Gauge x3"x8" Steel C (Detail T) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |10 | 12 SPACING POST SIZE CONSTRAINED FOOTER (Fr)TYPE ·d· | .(f | Id' (In) (In)(in) I On) 12-3 C 23 27 29 31 11'-0-C 23 27 28 30 9'-11"C 23 26 28 29 9-1- C 23 26 27 29 87 C 24 25 27 28 77 C 24 25 26 28 LO" C 24 24 26 27 6'-5"C 24 24 25 27 6-0" C 24 24 25 27 57 C 24 24 25 26 5'-3 C 24 24 24 26 4-11 C 24 24 24 26 4'-8.C 24 24 24 25 4-5"C 24 24 24 25 10-9- C 24 29 31 32 9.7- C 25 28 30 32 84" C 25 28 29 31 T.9- C 25 27 29 30 7%0- 0 25 26 28 30 6'-41"C 25 26 28 29 5'-10- C 25 25 27 29 5'-4-C 25 25 27 28 5'40"C 25 25 26 28 4'-8" C 25 25 26 28 4'-4" C 25 25 26 27 4'-1-C 25 25 25 27 3-11-C 25 25 25 27 3'-8- C 25 25 25 26 11'-10- C 21 26 28 29 107 C 21 25 27 28 9'7 C 21 25 26 28 8-9 C 22 24 26 27 8'-0-C 22 24 25 27 T-3 C 22 23 25 26 6'-8-C 22 23 24 26 6'-2-C 22 23 24 25 5.9 C 22222425 5-4" C 22 22 23 25 5'4 C 22 22 23 24 4'-8-C 22 22 23 24 4·-5» C 22 22 23 24 /,gia;*5E 670/1015 1 / r 20 2011 26 26 27 29 30 3 A 8'-3"8 21 23 25 26 13'-2-C 24 28 32 26 26 27 28 3.5 8-r A T-e B 21 23 24 26 12'-8"C 25 28 31 26 26 27 28 4 7-1 A 5-7 B 21 22 24 25 11'-11"C 26 28 26 26 26 28 B 21 22 21 25 10'-10-C 26 27 26 26 26 27 26 26 26 27 2 D 26 26 29 26 26 26 27 26 26 26 26 26 26 26 26 • 4,7 26 26 26 26 | 0 1 26 26 26 26 3 26 26 26 26 8.U E 0/1 1/ 0 21·27 4U- CI PT 0 ·/6 oF CA\.ROS*4/0 16231 *?e d 44 ONA 0 5'46 NO RARR:8R elv \\· V 5 2012 ICC ESR 1398 (2009 IBC) 10/11/2011 ,gyg *W wl ww -'pires-%73612 . . SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAE 4-xy I E eam (Detail Y)7"x4" 1 Eeam (Detail Q)16 Gauc e x3"x8" Steel C (Detail T) TABLE 6.7 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Mullispan Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REQU POST MIN FOOTER 8' | 19 | 12 POST MIN FOOTER 8' |10 | 12'POST MIN FOOTER 8' |10 | 12' LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)(FD SLAB (FT)TYPE 'd -d- | -d. | -d.(FT)TYPE d Y | Y | Y (Fo TYPE d 9 | .d. .d- On) (in) I (in) I (In)On) (In) 1 (In) 1 On) On) (In) 1 (In) On) 110 MPH EXPOSURE C 10 3 2248· A 9'-1" B 23 25 27 28 12'-7-C 26 29 31 33 12'-8- C 26 30 32 34 LIVE 3.5 19'-5 A 8'-9" B 24 25 27 28 12'-1- C 27 29 31 33 11'-5- C 26 29 31 33 LOAD 4 1 7-0"A 8%0" B 24 24 26 28 11'-9- C 28 29 31 32 10'-4- C 26 29 31 32 ONLY 4.5 15'-1-A T-3" 8 24 24 26 27 11'-5 C 28 29 31 32 9-6" C 27 28 30 32 5 13·7 A 67 8 25 25 25 27 11'-1· C 29 29 30 32 8-9- C 27 28 30 31 5.5 12'-4'A 6-2- 8 25 25 25 26 10-10" C 30 30 30 32 8'-0" C 27 27 29 31 6 11'-4-A 5-9- 8 25 25 25 26 10-5· C 30 30 30 32 74-C 27 27 28 30 6.5 10'-5"A 5'-4-8 25 25 25 26 9'-10 0 30 30 30 31 6-10· C 27 27 28 30 7 9'-8"A 54 8 25 25 25 25 97 0 31 31 31 31 6'4· C 27 27 28 29 7.5 9'-1"A 4%9" 8 25 25 25 25 8'-9" D 31 31 31 31 5'-11· C 27 27 27 29 8 8'-6"A 4'-5" C 25 25 25 25 8'-3- D 31 31 31 31 54· C 27 27 27 28 8.5 8'-0 A 4'-3" C 25 25 25 25 7-10· D 31 31 31 31 5-3" C 27 27 27 28 9 T€'A 4%0"C 25 25 25 25 76" 0 31 31 31 31 4'41 C 27 27 27 28 9.5 7-2" A 3'-10" C 25 25 25 25 77 0 31 31 31 31 4%8"C 27 27 27 28 10 6'-9"A 3%8" C 25 25 25 25 6'-10- D 31 31 31 31 4'-5" C 27 27 27 27 11 6'-2"A 3'4" C 25 25 25 25 67 D 31 31 31 31 4'4 C 27 27 27 27 110 MPH EXPOSURI 8 or 90 MPB EXPOS JRE C 20 3 11'-10'·A 9-6- 8 21 23 25 26 16-3- C 25 29 30 32 12-3-C 23 27 29 31 LIVE 3.5 10·-2 A 8'€ 8 21 23 24 26 15'-1- C 26 28 30 31 11'-0- C 23 27 28 30 LOAD 4 8'-11 -A 7-8- 8 21 22 24 25 1348- C 26 27 29 31 5-11-C 23 26 28 29 ONLY 4.5 7-11-A 5-11- B 21 22 23 25 12'-r C 26 27 29 30 90-1" C 23 26 27 29 5 1-1 A 6*4" 8 22 22 23 24 11'-7 C 26 26 28 30 84" C 24 25 27 28 5.5 6'-5-A 5-11- 8 22 22 23 24 10-9- D 26 26 28 29 7-7 C 24 25 26 28 6 9-11 A 5-6- 8 22 22 22 24 10« D 27 27 27 29 79' C 24 24 26 27 6.5 515"A 5'-1" 8 22 22 22 23 9'5"D 27 27 27 28 6'-5" C 24 24 25 27 7 501"A 4-9- C 22 22 22 23 8-10' 0 27 27 27 28 64 C 24 24 25 27 7.5 4-9-A 4'€ C 22 22 22 23 8'4" 0 27 27 27 28 57 C 24 24 25 26 8 4'-5"A 493" C 22 22 22 23 7-11- 0 27 27 27 27 57 C 24 24 24 26 8.5 4'-2"A 4'-0" C 22 22 22 23 T€D 27 27 27 27 4-11- C 24 24 24 26 9 3'-11- A 3'-10- C 22 22 22 23 7·-2-0 27 27 27 27 4'-8- C 24 24 24 25 9.5 3-9 A 3-8" C 22 22 22 22 6-10- D 27 27 27 27 4-5- C 24 24 24 25 110 MPH EXPOSURE C 20 3 11'-10"A 87 8 23 25 26 28 12-7 C 26 29 31 33 11'-1' C 25 29 31 33 LIVE 3.5 10'-2-A T-7- 8 23 24 26 27 12'-1- C 27 29 31 33 9'-11- C 25 28 30 32 LOAD 4 8'-11 A 6'40- 8 23 24 25 27 11'-9- C 28 29 31 32 8011- C 25 28 30 31 ONLY 4.5 7'-11'A 67 8 23 23 25 26 11'-3- D 28 29 30 32 8-1 C 25 27 29 31 4"xy I Eeam (Detail Y 7"x4" 1 E eam (Detail C!) TABLE 6.7 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REQD POST MIN FOOTER 8' | 10' | 12'POST MIN FOOTER 8' | 100 | 12' LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST siZE CONSTRAINED FOOTEE (PSF)(FT)SLAB (FT)TYPE d .< |-d- | V (FT)TYPE -cr -dr -d- | -d- (in) (In)(In) 1 (in) On) on) On) 1 On) 110 MPH EXPOSURE B or 90 MPH EXPCSURE C 30 3 9'-6"A 8'-10 B 20 23 24 26 13'-7· C 23 27 29 31 3.5 8'-2"A 7·-10" B 21 22 24 25 13'-1" C 24 27 29 30 4 7'-1 A 7-1 B 21 22 23 25 12'-8" C 25 27 29 30 4.5 614" A 6'-5"B 21 21 23 24 11'-8" 0 25 26 28 30 5 5'-8"A 5'-10-8 21 21 23 24 10-9" D 26 26 28 29 5.5 5'-2"A 5'-5-C 21 21 22 24 9-11" 0 26 26 27 29 6 4'-9"A 5'4 C 21 21 22 23 97 D 26 26 27 28 6.5 44 A 4'-8-C 21 21 22 23 80-8"D 26 26 26 28 7 4'-1"A 4'-5-C 21 21 22 23 8'-2"0 26 26 26 28 7.5 3'-9"A 4'-1"C 21 21 21 23 7-8 0 26 26 26 27 8 3'-6-A 3-11- C 21 21 21 23 T-3 D 26 26 26 27 8.5 3-41"A 3'-8"C 21 21 21 22 6·-11"0 26 26 26 27 110 MPH EXPOSU RE C 30 3 9-6-A TE 8 22 24 26 27 12'7 C 26 29 31 33 3.5 8'-2"A 6'-10-B 22 24 25 27 12'-1" C 27 29 31 33 4 7'-1-A 6'-2"B 22 23 25 26 11'-2"C 27 29 30 32 4.5 5-4-A 5-7-8 22 23 24 26 10-2 0 27 28 30 31 5 5'-8-A 5-1-C 22 22 24 26 94 0 27 28 29 31 5.5 5'-2"A 4'-8"C 23 23 24 25 8%8"0 28 28 29 30 6 4'-9-A 4'-4-C 23 23 23 25 8'-1"0 28 28 28 30 6.5 4'-4" A 4%0"C 23 23 23 25 T-6"0 28 28 28 30 7 4'-1"A 3'-9 C 23 23 23 24 T-1"O 28 28 28 29 OVER-TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES HANG PROJECTION OF SINGLE SPAN STUCTURES (FT) (Fr) ET E 9' 10'11· 12' 13' 14 19 16' C 18' 19' 20' 0 3 3.5 4 4.5'5 5.5 6 6.9 T 7.5 8' 8.5' 9 9.5 10 1' 3.5' 4'4.5' 5'5.5 67 6.9 r 7.5'8' 8.5 9 9.5 10' 10.5' 2' Wa rda rda Wa n/a 6.5' T 7.9 5 8.5'9 9.5' 10 10.5 11 3' Wa Wa Wa ,Va rda nia rea nia Wa rda 9.5 10 10.5' 11' 11.5 4' rda rda rda n/a rda rda nia nia r/a rda Na n/a nia nia rda TABLE 6.3 Post Requirements TABLE 6.4 Post Requirements for for Attached Single Span Structures Freestanding Structures or Multispan Attached Sl Post Description Max POST Detail Post Description Maximum Max Hqt Code Footing Height 16 Gauge xy€ Steel C (Detail T) Attached Freestanding or Structure Muttispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |19 | 12' SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE -d 1 Y | Y (in) (in) (in) I (In) 11'-5 C 10'-3- C 9-3' C 8'-5" C T--r C 6%11" C 6'-41" C 5%10" C 505" C 5'-1" C 4'.9" C 4%6- C 10'-1- C 9'-0" C 8'-0" C T-2" C 6'-5" C 540" C 5-4" C 4'-11" C 4-T' C 21' 22 10.5'11' 11' 11.5' 11.5'17 12' 12.5' 12.5'13' :ructures POST Code Deful 22 2 22 2 23 2 23 2 23 2 23 2 23 2 23 2 23 2 23 2 23 2 23 2 24 2 24 2 24 2 24 2 24 2 24 2 24 2 24 2 24 2 143/ 62 5 711 A 5'-8 C 23 23 24 26 10'4" 5.5 6'-5-A 5-3" 0 23 23 24 26 9-1 6 5'-11 A 4-10- C 23 23 24 25 8-11- 6.5 9-5-A 4'-6- C 24 24 24 25 8'4 7 5%1"A 4'-3" C 24 24 24 25 T-10 7.5 4'-9-A 4'-0- C 24 24 24 25 7·-5- 8 4'-5-A 3-9" C 24 24 24 24 Th 8.5 4'-2"A 3'-6" C 24 24 24 24 6-8 9 3'-11'A 34" C 24 24 24 24 6-4- 9.5 3-9-A 3'-2 C 24 24 24 24 6'-0" 10 3'4 A 3'-0"C 24 24 24 24 5'-9" GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECAON 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.7 7 29 6 28 6 27 5 27 5 26 4 26 4 25 3 25 3 25 3 24 26 3 24 25 3 24 25 9 8 7 7 6 6 5 5 4 26 ROPESS/041> Pu 8 9 E.P 6/ 7 VIL'4 op CALWO#D 28 28 30 31 7-3" C 25 27 28 30 Twin 0.0620xl.5-)1.5° Scroll 9' A AC 0.041'xrx3" Steel Clover d= 20" 9'B Nll,AH 0 0 29 29 29 31 67 C 25 26 28 29 0.042-x3™8" Aluminum Post 11'B 1430 0.041"x3"x3" Steel CIover d= 21" 8'B Nll,AH 0 29 29 29 31 6'-1"C 25 26 27 29 0.024-Post with Sideplales 12'B N16.8K 3/16-xy€ Steel Square d= 28"12'C N17, AG 4 0 29 29 29 30 57 C 25 25 27 28 Clover 0.030"xyxy Alum 11'B Nll,AH 3/16°x3-x3- Steel Square d= 28" 8'D N17, AG .4" u„,-4-4 0 29 29 29 30 57 C 25 25 27 28 Clover 0.040"xyx3- Alum 12'B N·11, AH 1/4 -x3"x3- Steel Square d= 28"12'D N 17, Ac**r 0 29 29 29 29 4010' C 25 25 26 28 Colonial 0.062" Extruded 12'C AE 3/16"x4"x4" Steel Square d= 28"12'E N17,4#' h 0 29 29 29 29 4'-r C 25 25 26 . 27 0.041-xyx3" Steel Clover 12'D N11.AM 1/2"x4"x4" Steel Square d= 37"12'D N17,46 2 0 29 29 29 29 4·-3- C 25 25 26 27 0.041"x3"« Steel Clover 8' E Nll,AH 1/2"x4"x4" Steel Square d= 31"15'D N170(* r O 29 29 29 29 4'-1-C 25 25 25 27 3/16"xyx3" Steel Square 15' H O 29 29 29 29 3·-10· C 25 25 25 27 1/4-x3"« Steel Square 15' I 0 29 29 29 29 3'4" C 25 25 25 26 3/160<04" Steel Square 15' J 1/2*x4"x4- Steel Square 15' K 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN 0 Cl TABLE 6.7 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products / <p' /A. .....W-.7 FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 5208 Tennyson Parkway / Q /C 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Plano, Texas 75024 < 10. USE THE APPROPRIATE DETAILS (Nl-N35 or A-BM)0 623 Carl Putnam, P. E. FOR PAnO SLABS FOLLOW 1 -6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg, VA 24503 17* El\..11 -v, GUI j - -SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.nel SLAB 9. FOLLOW 9-10 FROM ABOVE - SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES c \AP<··Em/0/21\ux@FCAL,FOP' . N17, AG N17, AG N17, AG N17, AG FISSION Atoi ICC ESR 1398 (2009 IBC) 10/11/2011 'Page 37 of 60 cote 00 A PT 0 'gned 5 4 ONA U ·S' € +0/res 9/30120 OCT 20 2pl 2 0 NOV 5 2012 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAE 12 Gauge x3"x8- Steel C (Detail T)Double 6Ga x3"x8" Steel C (Detail Tand AY'Double 12Ga 3"x8" Ste€ I C Beam (T and AY) TABLE 6.8 Attached Freestanding or Attached Freestanding or Anached Freestanding or Structure Multispan Units Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAJ<MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REOD POST MIN FOOTER E | 17 | 15'POST MIN FOOTER 8' |17 | 15'POST MIN FOOTER E | 17 | 15 LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)(FT)SLAB (FD TYPE 'd'Y | Y | Y (FT)TYPE 'd' .€(Fn TYPE -d-9 | .d' .€ (In) (in) I (In) I (in)(In) (in)on) 1 01) On) On) 1 (In) (In) 105 MPH EXPOSURE B or 85 MPB EXPOS JRE C 10 5 13'-7 A 21'-2- 0 31 31 34 LIVE 5.5 12'-4-A 20'-0- O 32 32 33 LOAD 6 11'-4-A 19-0- D 32 32 33 ONLY 6.5 10'-5-A 18'-1- D 32 32 33 7 9-8-A 1 7-3- D 33 33 33 7.5 9.1-A 16'-7- D 33 33 33 8 8'-6-A 15'-11- D 33 33 33 8.5 8%0"A 15'-3 0 33 33 33 9 7-6-A 14'-9 0 34 34 34 9.5 T-T A 14'-3- O 34 34 34 10 6%9"A 13-9- O 34 34 34 10.5 6*-5"A 13'-4- D 34 34 34 11 67 A 12-11- D 34 34 34 11.5 5*-11"A 12-7- D 35 35 35 12 5%8"A 12-3- D 35 35 35 13 5'-2"A 11'7 0 35 35 35 14 4'-10'A 11·-0' O 35 35 35 15 4'-6 A 10'€ 0 36 36 36 105 MPH EXPOSURE C 10 5 13'-r A 18:10" 0 34 34 36 LIVE 5.5 12'-4-A 17-9- D 34 34 35 LOAD 6 11%4-A 16-10- D 34 34 35 ONLY 6.5 100-5-A 16-0- D 35 35 35 7 9-8-A 1503" D 35 35 35 7.5 9-1-A 14'-r D 35 35 35 8 8-6-A 14'-0- D 36 36 36 8.5 8%0"A 13'-5- D 36 36 36 9 7-6"A 12'41- D 36 36 36 9.5 T -t A 12'-6 D 36 36 36 10 6t9"A 12'-1-0 37 37 37 10.5 6*-5"A 11'-8- 0 37 37 37 11 6'-2"A 11'4' D 37 37 37 11.5 5'-11"A 11'4' O 37 37 37 12 5-8"A 10%8' 0 37 37 37 13 5-2"A 10-1" 0 38 38 38 14 4-10'A 9-7 0 38 38 38 15 4'-6 A 9-2" E 38 38 38 110 MPH EXPOSURE B or 90 MPM EXPOS JRE C 10 5 1307'A 20'-4- D 32 32 34 LIVE 5.5 12'4 A 19'-2- D 32 32 34 LOAD 6 11'-4-A 18·-2- D 32 32 33 ONLY 6.5 10'-5'A 17'-4" D 33 33 33 7 9'-8 A 16'-6- D 33 33 33 7.5 9-1 A 15'40- D 33 33 33 8 84-A 15'-2- 0 34 34 34 8.5 8'-0"A 14·7 0 34 34 34 9 TE A 14·-1- O 34 34 34 9.5 T-27 A 137 0 34 34 34 10 6'-9"A 13-2- D 35 35 35 10.5 6'-9 A 12-9 D 35 35 35 11 6'-2"A 12'-4- D 35 35 35 11.5 5'-11 -A 129 0 35 35 35 12 5'-8"A 11'-8- O 35 35 35 13 5'-2"A 11'4 0 36 36 36 14 4'-10-A 10'-6- 0 36 36 36 15 4'-6 A 10'-O- D 36 36 36 12 Gauc e x3"x8" Steel C (Detail T) TABLE 6.8 Attached Freestanding or Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH SNOW WIDTH SPACING RED POST MIN FOOTER 8' |17 | 15' LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER (PSF)(FT)SLAB (FT)TYPE *d·.d' | 'd.•d• (in) «n) I (In) I (In) 110 MPH EXPOSU RE B or 90 MPH EXPCSURE C 5 6-9 Alr-0· 0 30 30 33 35 5.5 5-T A 16'4- D 30 30 32 35 6 5'-8-A 157 D 31 31 32 34 6.5 5'-2-A 14'-4"D 31 31 32 34 7 41'-10- A 13'-8- D 31 31 31 33 7.5 4'-6-A 13'-1- O 31 31 31 33 8 4-3 A 12'-7- D 32 32 32 33 8.5 4'-0"A 12'-1- O 32 32 32 33 9 3-9-A 11'7 0 32 32 32 32 9.5 3-7-A 117 D 32 32 32 32 10 3'-4"A 10'-10- 0 32 32 32 32 10.5 3'-2 A 10'-5- O 33 33 33 33 11 3'-1 A 107 0 33 33 33 33 11.5 2'-11" A 9'do- D 33 33 33 33 110 MPHEXPOSUREC 5 6'.9 A 15'4 D 32 32 35 37 5.5 6'-2"A 14'-2- D 33 33 34 37 6 5-8-A 13'-5- D 33 33 34 36 6.5 512"A 129 0 33 33 34 36 7 4·-10" A 12-2- 0 34 34 34 35 7.5 4'-6"A 117 D 34 34 34 35 8 4'-3-A 11'-1- D 34 34 34 35 8.5 4'-0-A 10'-8- 0 34 34 34 35 9 3-9"A 10'-3" 0 34 34 34 34 9.5 3-T A 9-10 0 35 35 35 35 10 3-4" A 9-6- D 35 35 35 35 10.5 3'-2"A 97 0 35 35 35 35 11 3'-1-A 8'-11" D 35 35 35 35 11.5 2'-11- A 8-7- E 35 35 35 35 100 MPH EXPOSURE 8 or 5 5'-8-A 16'-5"O 28 28 31 33 5.5 5 -T A 15'-6-0 28 28 31 33 6 4'-9-A 14'-8"0 28 28 30 32 6.5 4'-4.A 13'-11- 0 29 29 30 32 7 4'-1-A 137 D 29 29 30 32 7.5 3-9-A 12'-8- D 29 29 29 31 8 3'-6-A 12'-2" D 29 29 29 31 8.5 3'-4-A 11'-8- D 29 29 29 31 21'-2"D 31 D 34 34 25 D 32 D 35 35 190-11"D 32 D 35 35 19%4-D 33 33 33 < 25-0-D 36 36 18'-7 D 33 33 33 ; 24-5 E 37 37 17-11-0 34 E 37 37 17'-4-D 34 E 38 38 16'-10-0 34 E 38 38 16'-4-0 35 E 39 39 15'-10-D 35 E 39 39 15'-5-D 35 35 26 211"E 40 40 15'-0.D 36 E 40 40 14'-8-D 36 E 40 40 14'-3-D 36 E 41 41 13·-11"D 36 E 41 41 13'4 E 37 37 37 ;8< 15-e E 42 42 25 12'-10"E 37 37 19'-5-E 43 43 12'4 E 37 37 37 _><2 111"E 43 43 :5: RA R:%*01* $101 99 9GG:99 25'-6-D 37 37 19'-0-0 35 35 36 24'-8"D 38 38 18·-2-D 35 35 36 24'-0"E 39 39 1 T-5 -D 36 36 36 23'-4-E 39 39 16'-9-D 36 36 36 22'-9'E 40 40 16'-2 37 37 37 22·-3-E 41 41 15'-7-0 37 37 37 21·-10-E 41 41 15'-1-D 37 37 37 21'-4"E 42 42 14'-8-D 38 38 38 29-11"E 42 42 14'-3"D 38 38 38 0233-r E 43 43 13'-10"E 38 38 38 20'-3 E 43 43 43 13'-5-E 38 38 38 19'-11-E 44 44 44 30 13 1-E 39 39 39 19-7-E 44 44 44 12'-9-E 39 39 39 19'4 E 45 45 45 12·-6-E 39 39 39 19'-0.E 45 45 45 11'-11"E 40 40 40 18'-6-E 46 46 46 11'.5-E 40 40 40 18'-1-E 47 47 47 11'-0.E 40 40 40 17·-6-E 47 47 47 Agng ?:5 :g!9 Double 16Ga x3"x8" Steel C (Detail T and i, Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8· | 12' | 15 SPACING POST SIZE CONSTRAINED FOOTE (FT)TYPE -8 .€.B | Id. (In) On)Un) I (In) 18%4" D 31 31 33 36 17-5" D 31 31 33 35 16·4» D 32 32 33 35 164 D 32 32 32 35 15-4" D 32 32 32 34 147 0 33 33 33 34 14'-3" D 33 33 33 34 13'-9" E 33 33 33 33 13'-4- E 34 34 34 34 13'-0" E 34 34 34 34 127 E 34 34 34 34 12'-3- E 34 34 34 34 11'-11- E 35 35 35 35 11-7- E 35 35 35 35 16-8- D 33 33 36 38 15'-10- D 34 34 35 37 15-1- D 34 34 35 37 14'-5- D 35 35 35 37 13'-10- D 35 35 35 36 13'-4- E 35 35 35 36 12-10- E 36 36 36 36 12'-5- E 36 36 36 36 174" E 36 36 36 36 11'4" E 37 37 37 37 11'4" E 37 37 37 37 11'-0" E 37 37 37 37 10-8" E 37 37 37 37 109 E 38 38 38 38 17010- D 28 28 32 34 17-0" D 29 29 31 33 16'-3" 0 29 29 31 33 15'-6" D 30 30 31 33 14'41- 0 30 30 30 32 14-5- 0 30 30 30 32 13·-10 D 31 31 31 32 13'-5'E 31 31 31 32 Double 12Ga 3"x8" Stlel C Beam (T and AY Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |17 | 15 SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE 'd'9 | 'd. 9 M On) 1 (in) 1 On) 24'-1- E 34 34 36 38 23'-4" E 34 34 35 38 22'-8- E 35 35 35 37 22'4» E 36 36 36 37 21'-6" E 36 36 36 37 21'« E 37 37 37 37 207 E 37 37 37 37 207 E 38 38 38 38 19-9- E 38 38 38 38 19'-5- E 39 39 39 39 19'-1- E 39 39 39 39 18'-9- E 40 40 40 40 18'€ E 40 40 40 40 187 E 40 40 40 40 227 E 37 37 38 41 21'41' E 38 38 38 40 21'-3" E 38 38 38 40 294" E 39 39 39 40 20'-2- E 40 40 40 40 19'-9 E 40 40 40 40 194- E 41 41 41 41 18'-11- E 41 41 41 41 18'-r E 42 42 42 42 18 3- E 42 42 42 42 17'-11 E 43 43 43 43 1 r-6- E 43 43 43 43 17-2- E 44 44 44 44 16'-9- E 44 44 44 44 23'-8- E 31 31 34 36 22-11- E 32 32 34 36 22'-3" E 33 33 33 35 21'-8- E 33 33 33 35 21'-2- E 34 34 34 35 20'« E 34 34 34 35 20'-3" E 35 35 35 35 19'-10- E 35 35 35 35 E 36 36 36 36 E 36 36 36 36 E 36 36 36 36 E 37 37 E 37 37 )14 V/L/*A 20 2011 208 D 32 32 D 35 35 36 9 3'-2"A 11'-3"D 30 30 30 31 13'-0"E 31 31 31 31 19'-5" 26-0.D 33 D 35 35 36 9.5 A 10'-10"D 30 30 30 30 12'-7"E 31 31 31 31 19%1" 19'-5 D 33 0 36 36 36 10 2-10-A 10'-5 D 30 30 30 30 12'-3"E 32 32 32 32 18'-9- 18'-8 D 34 34 24-5 0 37 37 37 10.5 7-8.A 10'-1"0 30 30 30 30 11'-11-E 32 32 32 32 18·-6. 17-11"0 34 E 37 37 37 11 A 9.-9"0 30 30 30 30 11'.T'E 32 32 32 32 18'-2 17-4-0 34 E 38 38 38 100 MPH EXPOSURE C 16'-9-0 35 E 39 39 39 30 5 A 15'-1"D 30 30 33 35 16'-8 D 31 31 34 16'-2-D 35 E 39 39 39 5.5 5'-2"A 14'-2"0 31 31 33 35 15'-10 D 32 32 34 35 E 40 40 40 6 A 13'-5"D 31 31 32 35 15'-1"D 32 32 33 D 32 32 14'-10"/ 90 ESS,C N 14'-1- 6 13'-9-20'-2 13 5-E 37 37 37 19'-11"E 42 42 42 12'-10-E 37 37 37 19'-5-E 43 43 43 0 3 32 1 12'-3 E 38 38 38 18'-11"E 44 44 44 -1 11'-10"E 38 38 38 18-6-E 44 44 44 1.5. 2 "r 60.33 33 11'3/: 335E /6 )11.33 12/(1 L 1. FC O / cl El 0 CT 191\2 OF CAL\·igned40 16231 ¢ 4 ONA U ·S'.9 NOV 37 37 37 37 / 4 90r 5 2012 ICC ESR 1398 (2009 IBC) 10/11/2011 r dyc Jo Ul uu ·-,res 9/301 p . SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAE 12 Gauge x3"x8" Steel 3 (Detail T)Double 16Ga x3"x8" Steel C (Detail T and AY'. Double 12Ga 3"x8" Ste€ I C Beam (T and AY) TABLE 6.8 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND SNOW WIDTH SPACING REQD POST MIN FOOTER 8' |12 | 19 POST MIN FOOTER 8' |17 | 15 POST MIN FOOTER 8' |17 | 15'SNOW LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER LOAD (PSF)(FT)SLAB (FT)TYPE -d 9 | 4 | W (FT)TYPE ·d·-d- | .B | .d-(FT)TYPE 'dr -d I -d. -d-(PSF) On) (In) 1 (In) 1 On) (In) (in) (In) 1 (in) On) (In) 1 (In) (In) 110 MPH EXPOSURE C 10 5 137 A 1716- LIVE 5.5 12'-41-A 16·-6- LOAD 6 11'-4-A 15'-8 ONLY 6.5 10'-5-A 14'-10" 7 9'-8"A 147 7.5 9'-1 A 13'-7 8 8'-6"A 13'-O 8.5 8'-0"A 12'-6- 9 TE A 12'-0 9.5 7-2 A 11'-7- 10 6-9-A 11'-2- 10.5 6'-5"A 10'-10 11 6-2 A 10'-6- 11.5 5'-11-A 10-2 12 5'-8" A 9'-11- 13 5'-2 A 9'-4 110 MPH EXPOSURE B or 90 MPE EXPOSJRE C D 18'-10-D 35 35 D 38 38 30 D 17'-11 D 35 E 39 39 D 17-2 D 36 E 39 39 16'-5-D 36 D 15'-9- D 37 28 21-5- D D D D 13'-0-E 39 E 44 44 D 12'-7-E 39 39 E 45 45 D 12'-3 E 39 45 45 D 12'-0-E 39 39 18'-7-E 46 46 30 D 11'-8-E 40 40 40 < 18'-4 E 46 46 D 38 38 38 11'-2-E 40 E 47 47 12 Gauc e x328" Steel C (Detail T) TABLE 6.8 Attached Freestanding or Structure Multispan Units TRIB POST POST MAX MAX POST LENGTH WIDTH SPACING REQD POST MIN FOOTER 8' | 12' | 15' (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER (FT)SLAB (FT)TYPE -cr .€d- | kr (In) (In) (In) I (In) 110 MPH EXPOSURE B or 90 MPH EXPCSURE C 5 5%8"A 16'-0- D 29 29 32 35 5.5 5'-2"A 15'-0" O 30 30 32 34 6 4'-9"A 14·-3- O 30 30 32 34 6.5 4'-4"A 13'4 D 30 30 31 33 7 4'-1"A 12'-10" D 30 30 31 33 7.5 3'-9"A 1203" D 31 31 31 33 8 3'-6 A 11-9- O 31 31 31 32 8.5 3'-4"A 11'4 D 31 31 31 32 9 3'-2"A 10'-10- D 31 31 31 32 9.5 34 A 109 0 31 31 31 32 10 2'-10" A 10'-1"O 32 32 32 32 10.5 2'-8- A 9-9- D 32 32 32 32 110 MPH EXPOSURE C 5 5'-8"A 14'-4"D 32 32 35 37 5.5 57 A 13'-6" D 32 32 34 36 6 4'-9"A 12'-9" O 32 32 34 36 6.5 4-4 A 12'-1- O 33 33 33 35 Double 16Ga x3"x8" Steel C (Detail T and A Double 12Ga 3'x8" St-iel C Beam (T and AY Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units MAX MAX POST LENGTH MAX MAX POST LENGTH POST MIN FOOTER 8' | 12' | 15'POST MIN FOOTER 8' |12' | 15' SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE ·cr 7 | 9 | d-(FT)TYPE d V | Y d (In) (In) I (In) (in) (In) (In) (in) (In) 17'-5- 0 30 30 33 35 23'-3" 167 D 31 31 33 35 22'-r 15'-10· D 31 31 32 34 21'-11" 15'-2"D 31 31 32 34 21'-4" 147 0 32 32 32 34 20-10 14'-0"D 32 32 32 34 25 -4- 13%6" E 32 32 32 33 19'-11 13'-1" E 33 33 33 33 19'€ 12'-8 E 33 33 33 33 19'-2- 12'-3" E 33 33 33 33 18'-9- 11'-11 E 33 33 33 33 18'4 117 E 34 34 34 34 18'-2" 15'41- 0 33 33 35 38 22'-0- 15'-2"D 33 33 35 37 21'-3" 14'-5" 0 34 34 35 37 204 13'-10" 0 34 34 34 36 20'-1- 20 5 7-1 A 17'-0- O 30 30 33 35 18'-4- LIVE 5.5 6'-5"A 16'-0- D 30 30 32 35 17'-5 r LOAD 6 5'-11-A 15'-2- D 31 31 32 34 16'-8- ONLY 6.5 5-5-A 14'-4· D 31 31 32 34 16'-0. 7 5'-1"A 13'-8" D 31 31 31 33 154' 7.5 4-9-A 13'4· O 31 31 31 33 14'-9' 8 405"A 12'-7· D 32 32 32 33 14'-3 8.5 47 A 12-1- D 32 32 32 33 13'-9- 9 3011 A 11'-r D 32 32 32 32 13'4 9.5 3%9"A 11'-2- D 32 32 32 32 13'4 10 3'-6"A 10'-10- O 32 32 32 32 12'-7- 10.5 3'-4"A 10'-5- D 33 33 33 33 12'-3 11 3'-2"A 10-1- D 33 33 33 33 11·-11- 11.5 3'-1-A 9-10- D 33 33 33 33 11'-7 110 MPH EXPOSURE C ' 20 5 T-1"A 15'-6- D 33 33 35 37 17%0- i LIVE 5.5 6'-5"A 14·-7· O 33 33 35 37 16'-2' LOAD 6 5'-11-A 13'-10- D 33 33 34 36 15'-5- £ ONLY 6.5 5%5'A 13'-1- 0 34 34 34 36 14'-9 7 5'-1 -A 12'-6- D 34 34 34 36 14·-2' 7.5 4'-9-A 11'+11- O 34 34 34 35 13'4* 8 4'-5"A 11'-5" D 34 34 34 35 13'-2» 8.5 4'-2.A 10'-11· D 35 35 35 35 12'-9- 3 11-A 10'-6 0 35 35 35 35 12'4 9.5 3 -9 A 10-2- D 35 35 35 35 11'-11- 10 3'-6" A 9010· D 35 35 35 35 11'+7" 10.5 304"A 9'-6" D 35 35 35 35 11'-3 11 3'+2-A 9'-2" E 36 36 36 36 11'-0- 11.5 3'-1 " A 8011" E 36 36 36 36 10'-8 12 2'-11-A 8-r E 36 36 36 36 1015' GENERAL INSTRUCnONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECnON 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.8 ICC ESR 1398 (2009 IBC) 10/11/2011 E 33 33 5 E 34 34 35 37 E 35 35 37 E 35 35 37 E 36 37 E 36 36 E 37 E E 37 38 E 38 E 39 E 39 E 37 E 37 37 37 E 38 38 E 39 39 E 39 39 E 40 40 E 41 41 E 41 41 E 42 /4@EFESS/044 11' 42 11.5' /8' 1Z 8 9 12.5' 13' RRP;:01*8181 **89101?:52!51*22 9999 111 955*D 31 31 33 36 24·.1' E 34 34 36 38 7 4'-1-A 11'-6- D 33 33 33 35 13'-3" E 35 35 35 36 19'-8- 0 31 31 33 35 23'-4· E 34 34 35 38 7.5 3'-9"A 11-0" D 33 33 33 35 129 E 35 35 35 36 19'-2- 0 32 32 33 35 22'-8- E 35 35 35 37 8 3'-6-A 10-6- O 33 33 33 34 12'-r E 35 35 35 36 18'-9 D 32 32 32 35 22·-1- E 36 36 36 37 8.5 3'-4"A 10'-1- 0 34 34 34 34 11'-10- E 35 35 35 35 18'-5" D 32 32 32 34 21'-6- E 36 36 36 37 9 3'-2"A 9-8- O 34 34 34 34 11'€ 6 36 36 36 36 18·-1» D 33 33 33 34 21'-0- E 37 37 37 37 D 33 33 33 34 20 7- E 37 37 37 37 OVER-TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES - D 33 33 33 33 207 E 38 38 38 38 HANG PROJECTION OF SINGLE SPAN STUCTURES {FT) E 34 34 34 34 19'-9- E 38 38 38 38 (FT) 6'7 8' 9' 10 11' 12· 13' 14 15· 16' 1 T 18' 19' 20'21' E 34 34 34 34 19-5- E 39 39 39 39 9 3 3.5' 4'4.5'5' 5.5'6.5 T 7.5' £8.5 9 9.5 10' 10.5 E 34 34 34 34 19-1-E 39 39 39 39 1' 3.5 4'4.5 5 5.5 6'6.5 T 7.9 8' 8.5 9 9.5' 10' 10.5'11' 8 E 34 34 34 34 18'-9- E 40 40 40 40 2' rda rda rda rda Na 65' T 7.5' 8'8.5'9 9.5'10·10.5'11'11.5 E 35 35 35 35 184 E 40 40 40 40 3' rda rda nia rda nia nia ria nia Na nia 9.5' 10' 10.5'11'11.5'12' E 35 35 35 35 18·-3" E 40 40 40 40 4' n/a nia ,Va rda nia ria rda nia nia nia .la nia na nia nia 12.5' 0 34 34 36 38 22'-11" E 37 37 38 41 TABLE 6.3 Post Requirements TABLE 6.4 Post Requirements for D 34 34 35 38 22-2 E 38 38 38 40 for Attached Single Span Structures Freestanding Structures or Multispan Attached Structures D 35 35 35 37 217 E 39 39 39 40 Post Description Max POST Detail Post Description Maximum 1 Max POST D 35 35 35 37 21'4· E 39 39 39 40 Hgt Code Footing Height Code D 35 35 35 37 20-e E 40 40 40 40 Twin 0.062"%1.591.5" Scroll 9'A AC 0.0412<3"xy Steel Glover d= 20" 9'B Nll,AH \LOGED' E 36 36 36 36 20'-0- E 41 41 41 41 0.042"x3"x8" Aluminum Post 11'B N30 0.041"x3"*3" Steel Glover d= 21" 8'B Nll,AH E 36 36 36 36 197 E 41 41 41 41 0.024"Post with Sideplates 12'B N16, BK 3/16"x3"x3" Steel Square d= 28"12'C N17, Al E 36 36 36 36 19-2- E 42 42 42 42 Clover 0.030»x3"x3" Alum 11'B Nll.AH 3/16"x3"x3" Steel Square d= 28" 8'D N17, Al E 37 37 37 37 18'-10· E 42 42 42 42 Clover 0.040"xy'x3" Alum 12'B Nll,AH 1/4-xyx3" Steel Square d= 28"12'D N17, Al E 37 37 37 37 18'€ E 43 43 43 43 Colonial 0.062 Extruded 12 C AE 3/16-x4-x4- Steel Square d= 28"12'E N17, Al E 37 37 37 37 18'-2· E 43 43 43 43 0.041"x3-x3" Steel Clover 12'D Nll,AH 1/2"xt"x4" Steel Square d= 37"12'D N17, Al E 37 37 37 37 17'-11" E 44 44 44 44 0.041"x3"x3" Steel Glover 8'E Nll,AH 1/2"x4"x4" Steel Square d= 31"15'D N17, AL - - E 38 38 38 38 17-6- E 44 44 44 44 3/16"xy€ Steel Square 15'H N17, AG E 38 38 38 38 lr-1· E 44 44 44 44 1/4"x3"x3" Steel Square 15'I N17. AG E 38383838 16'-9- E 45 45 45 45 3/16"*4"x4" Steel Square 15'J N17, AG ,g#53;il1/2-x4"x4" Steel Square 15'K N17, AG 1 -1/18. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 6.8 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products / Q. FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 5208 Tennyson Parkway / 4 (L 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Plano, Texas 75024 ' ' 10. USE THE APPROPRIATE DETAILS (Nl-N35 or A-BM) Carl Putnam, P. E. - FOR PAnO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.nel <SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 39 of 60 . \2 /VIL EOFCAL OCT 20 ). 162 3 A PT 0 /bned 0 NOV 5 2012 ¢ 4 ONA U ·S' 1% +Dires 9/30110 V V F #10 SMS @ 6' 0/C USE OF FOAM CORE SANDWICH PANELS WILL - REQUIRE THE USE OF A REGISTERED DESIGN PROFESSIONAL TO COMPLY WITH EXISTING ICC ESR FOAM CORE SANDWICH PANEL W/ CURRENT ICC ESR- - 2'><6' ALUM FLAT PANEL (N21 -t=0.018' 3004H36 \u,/ t>0.018' 3004H34 0.992 --10·875 7 RO.1251-1 Ro.153 -NE-=F- RO.250 0.295 -11- 1350 1,958 2.000 F 0,363/.m/ - 0.525 -| 1.060 - 2.5'x6' ALUM FLAT PANEL t=0.018' 3004H36 t>0.018' 3004H34 0.920 --+,.-=-0- RE.125" = 0.2" - 0.95 D- 19K - 1,500 -1 1 -/1-339·ty-1.625 - |- 0.125 -1 /V\ 19 / A\ L-r-' / 0.18Ei 1.625 0.5"R= 0.15>5- FASCIA CAN BE ROLLED FOR 3 DIFFERENT PANEL HEIGHTS FOR 2', 2.5' AND 3.5' PANEL HEIGHTS .167" 2.50 0.316 - 1.625 6,000#8X1/2' SMS 9 3' 0/C #8*1/2' ATTACH TO TOP OF HEADERSJ ,·---··-..... PER TABLE 4,9 OR 4,10-Z.=SSS=&9*k PUT>12*1><7(4vkY A TJ*1a RA M laA '\+ 1 EP6 G\NEER- Epl 1/0 Cl 4 40.16231 SMS 9 3' 0/C ' NOV SIDE FASCIA IS 2.00 NOMINAL .018" IN THICKNESS. 3.00 - 6 1/2. ROLLFORMED HEADER (3004-H34 ALUM. ALLOY) 1.625 6.00 J -- 1-- .167 1 Tfp. ATTACH TO TOP OF HEADERS PER TABLE 4,9 OR 4.10 5 2012 FOUR #14 SD SCREWS EACH SIDE FOR FOOINGS UP TO d=28= \E OF CAL\97 L Header 2' x 6.5' Rafter - METAL SKIN-, FASCIA FROM Nl, N2, N4 OR N10 4n. 1 r #10 SMS @ 6' O/C .kvf /-- Structural Panel /i / \1 RA 7/ - V + 3"X 36 4 2<POSTG,4.- -2"X 6 1/2" SIDEPLATES r-ALUM. FOOTING BRACKET SANDWICH PANEL TO HEADER CONNECTION SEE TABLE 4.9 OR 4,10 \\70%4 0.0 AT RIGHT 0'0 GALVANIZED HILTI HIT-HY 150 MAX 1. ADHESIVE ANCHOR (ICC ESR Itgo'47 ° p .-/- 2262) 7/ 2.25' EMBED AND 0 0 0 40 0.0 1' 0 WASHER OR EQUIVALENT SLAB OR FOOTING SEE DETAIL BM L Rafter Tails *--1 0.042' x 3' x 8' / Header BRACKET FOR CONNECTING POST TO SLAB - OR FOOTING (6063-T6 ALUM ALLOY) SINGLE SPAN ATTACHED UNITS ONLY7 \-itt VIL NEWPORT FASCIA DETAIL U U / PKITD#4/1 11 11 4/res 9/3011 , Post Amerinlax BUILDING PRODUCTS, INC.L 5208 TENNYSON PARKWAY SUITE 100 PLANO, TEXAS 75024 OCT 20 2011 /---3 BEJ/CP 01-14 Ent TrPE: SCALE: for Newport Patio StructuresICC ESR 1398 (2009 IBC) 10/11/2011 Page 40 of 60 NTS 18•EComponent Parts & Connection Details Engineer's Stamp NTE RLE#: ,SHEET: , NP01-2009 1 of 4 L rf.Adl 1.1 - #10 SMSl- covER PANEL @ 6' 0/C 7 /.1 1' 0.024'- - --0.024* 75' 12 (t= F 16 Ga 610.28 -- 3' 6 5/8' 2.000 --SEE TABLE 4.10 4,656 1.000 Live MAX "L" FOR TOP 0.240| Load ' Wind Speed OR SIDE MOUNT72/- ENCLOSED IN ps,)and Exposure .16" 0/c_ 24"o/cDETAIL N30 --Ill 0,0750 85 mph Exp BTYPICAL 10 204"13'-7" -74 3.-90 mph Exp B - 18'-3"12'-2"0.105') or 105 mph Exp B 13'-8" 9'-1"<t= 0.059')t= 0.030' ALUM = 0,040' ALUM Iimil --illegill-110 mph Exp B 12'.6"8'-3"1 =0,041' STEEL C 3' SQUARE COLUMN 85 mph Exp C 14'-9"9'-10" 0.875" TYP. I - 4,043 · NOE 90 mph Exp C 13'-3"8'-10"(3004-H34 ALUM. ALLOY)POSTS MAY BE mIMMED ./FLEX 20 x 6.5' SIDEPLATES -1 20 105 mph Exp C 9.-10"6'-7"(3004-H34 ALUM. ALLOY)ALUM. FACING./ STEEL "C" -CHANNEL HEADER CALIFORNIA FASCIA 110 mph Exp C 9'-0" 6'-0" - (STEEL A-653 Fy=50 KSI) -(ALUM 6063 T6) -3" ALTERNATE POST SIDEPLATE CONNECTION DETAIL TOP MOUNT BRACKET NOT ALLOWED( N 1 1) (3105-H25 ALUM. ALLOY OR IN SNOW LOAD AREAS - A-653 Fy=40 KSI STEEL)SEE GENERAL NOTE #9 FOR CORROSION PROTECTION - 3' x 3' METAL POST r #14)(1.5" SCREWS 5 PLACES 1.5-1-1 12[0.125' SELLENERAL.NOIE_12 | - 0.21' STEEL (FY - 33 KS)EXISTING EAVE rTDF WOOD FRAMING BRAO<ET IS LOW VIDE / ,- EIGHT #14 SMS Lgs-zn r | '00 >501 1.5' 7 Izi li li h -STRUCTURAL PANEL r Ze LEDGER BOARD (Doug Ar)TWO 3/8' X5' LAG SCREW DETAIL N8 ALUM 7 SEE GEMNAL NOTE #23 0.125»x 1.5'x 1.5t W/ 1'0 STEEL WASHER 04 -PANEL I #141,1.3 Ior-1 /STEEL (Fy = 33 KSI)'-14/43/4. eONE ON EACH SIDE - \ 00 21-*140#-\BRACKET. 1 ' SPACING OF POST THESE DETAIL- *-- ' -----X L-f 0.5 BETWEEN SCREWS // TO 110 mph E)ALTERNATIVE EAVE ATTACHMENT100 mph EXP I 2x DF LEDGER BOARD -/sEr,ABLE 78.J L SIDE MOUNT BRACKET- DOUGLAS FIR FIR FASTENERS -1, MIN GAP H ,LUMBER FLOOR ALL HOUSE PENETRATIONSBETWEEN -'Kr-JOIST OR HEADER LEDGER AND ROOF MUST BE COMPLETE TO ALLOW DRAINAGE PERMANENTLY SEALEAVE OVERHANG AND 'L' MUST ATTACHED STRUCTURE POST TOP MOUNT BRACKET ALSO COMPLY WITH DETAIL 1 C,AsionS72*x -TO DECK FLOOR JOIST /79<S ...42*« / b AKE LIMU-6*..__ 4 1 EAM/6 NOV 5 E p 121 0. 1 E O€ESS/044 2012 10 6 ,231 1.En 0.024" OR m----& 0.040" TrP. - ASTM A500 GRADE 1 3" or 4 or ' - STEEL POSTALUM SQUARE POST |SEE GENERAL NOT uci 20 2011-0.024' 3004H34 R=1937 (N 1 71 =0.040' 3105H26 1 / rp. -#9 FOR CORROSIC SUITE 100Nk:g§}&0 Bkineriniax 5208 TENNYSON PARKWAY PROTECTION ires 9/3ollu BUILDING PRODUCTS, INC PLANO, TEXAS 75024 1 3' or 4' -]DRAWN BY: TrPE BEJ/CP SCALE: NTS -E:Component Parts & Connection Details ICC ESR 1398 (2009 IBC) 10/11/2011 va=ssgss'- cngineer's Stamp NTE FILE':SHEET:Page 41 of 60 for Newport Patio Structures NP02-2009 2 of 4 iil AFT - 2,5' - -2.- 3' / /¥T 1 0 - 20 GA ASTM A653 GRADE 33 STEEL BRACKET FOUR #8 SCREWS INTO RAFTER ANDONE PER RAFTER ROOF COVERING IS MAX 2X FASCIA 3 PSF.HEAVIER ROOF -FTER /-·COVERING SHALL REQUIRE ADDITIONAL ENGINEERING DETAIL "A'ANALYSIS - 2X DF WOOD /2"x WOOD FRAMING FASCIA /r DOUGLAS FIR-LARCH (NORTH) SEE DErAIL / |02 OR EER 'A O Ple,rr- HANGER X' L SEE TABLE 7.5 FlFASTENER SCHEDULE- 'CiVERHANG SEE = ALTERNATE EAVE SEEE GENERAL NOTE SCHEDULE O RIGHT ATTACHMENT #23 1 00 FASCA e Uve/Snow Load FUFTER MAX DISTANCE TO FIRST RO V OF POSTS V Solid Coier Wind SIZE EM E OVER}UNG 124"OIC) 6 12-18" 24-30. 10 pst 2,14 21'4'2Mr 174 751"3'·A 90 MPH Exp B 2;,6 21'-0 21'·0'21%0 21'4 lTd- 2*8 21'-0'21'4 21'-0'21'4 21'-(7 10 psf 2*4 21'-0'19-7 11'.6-7-1 3'-8. 90 MPH Exp C 2,16 21'-0 21'-0 21'-0 21'4 16'-r 2*8 21'.0'21'-0'214 217 2110' 20 ps:h4 14'-0' 105 MPH Exp 8 21*6 14'-OM 2,8 14'-0• 25 psi 2x4 13'-6' 105 MPH Exp C 216 134' 2*8 134. 30 p.2/4 10-7' 110 MPH Exp C 26 10'-P 2x8 107 49 9.h4 E-17 2x6 8'-10· 2/8 8'-le 60 psr 2x4 2,t6 2/8 4, - - -4- #14 SMS 1 + 41 EACH SIDE 6'37 80 ALUM. HEADBY +4-w I 27 6 1/27 .024" ALUM. SIDEPLATW 3' x 8' ALUM. HEADER 3" x 8" HEADER CONNECTON »- #14 SMSFES/Ux k.--7 1 EACH SIDE 24 0/C 0 104*3/6.1%10» 1447 1141'e.s· 14'-0'14'-0"14'-0'14'-0* 9-11«5,4 3Mr 13'€130-6-11'-5 T.1. 13'-6-13'-6'1 5-6'13'-6/ 10.7 10-r 8'.7·5•-11• 10-7 10'-7 10-7 19.7 e 3'-1. 8%17 80·10"4Ue 8·-10'8'-14 8'-10'8'-10' M 50' 1 1. 1 1 /.80• 275' 1.0-1 1 1 .078' -- -2256 -11 - 1114 x 3/4' SMS .2 + + MS 6063T5 ALUMINUM BRACKET r- #10 SMS O 6' 0/c er.5•0-5-7-7 5*-11' f if- UN 4- #14 S 1 EACIT SIDE 1 /1 1 / t . D F 171 / IAL*j,WITH SIDEPLATES ALUM. SIDEPLATE 2' x 61/2 x .024 V \I /.7-1 iDN 6.50'a X I 0.040'X3'X3'OUBLE 2"x 6.5" or 3"x 8 I. 1 w ¥010 / f STRUCTURAL PANELS 1/2' w-4- #14 SMS ALUM POST nEADERS IN PLACE OF 6' OR 12" WIDE 9- EACH SIDE 14-4-1. - A / V I 0.036'0.040'XyX)'-1 O 9-227 6 1/1 ALUM., 3"X 8" HEADER Wn-H -4 POST & SIDEPLATES ALUM POST _ _ 1 _ _ SIDEPLATES----=L 3"X 3" POST OCT 20 2011TrP. WITH SIDEPLATES END VIEW I[@3/ 27 6 1/27 1C-) DOUBLE ALUM ALUM. FWTERey HEADER CONNECTION O 16' OR 24'ROLLFORMED HEADER 'N4' CONN.RMED-1 DOUBLE 2'X6.625' HEADERS (DETAIL N31)O.C. --*1DETAILS TO STRUCTURAL PANELS DOUBLE 3'Xe' HEADER (DETAIL N30) 11 / /4- U/L TYP e #14 x 2' SMS 0.5' MIb r-SEE TABLE 7.5 / FOR SPACING c- #10 SMS O FOLLOW- / ING SPAaNG: 6" PANELS 12' PANELS MAX LOADS 10 PSF 110 MPH EXP C 2.5 30 PSF 110 MPH EXP B OR 3.5 20 PSF 105 MPH EXP C 25 PSF 100 MPH EXP C 30 PSF 95 MPH EXP C --RAFTER 384 (HEADER 'll ,/' 6' O.C. FOR12' O.C. FOR e 2.25"LA-RAIL-SEE t=.06 OR DETAIL 'J'TYP.2.50 475'-1 SEE TABLE 7.5 \#10 SMS @ FOLLOWING 1- SPACING 9=- / 6' 0/C FOR J PANELS 12' FOR 12' PAI .30"-1 1- 1 1.50- - f cy. 3 Epl 1 0 A P T 0 Cl /gned 40 16231 ¢ iD2 0 1/2" ALUM. (N28)ALTERNATE-DECORATIVE - FASCIA TRIM 51-1.50' 4 1 FJXSS,SS#EV 9 L -- STRUCTURAL PANEL- EXTRUDED HANGER -I(6063-T6 ALUM. ALLOY)NOV 5 2012(3004-H34 ALUM. ALLOY)ROLLFORMED HANGER Amerimax BUILDING PRODUCTS, INC DIUWN BY: TYPE: BEJ/CP 5208 TENNYSON PARKWAY SUITE 100 PLANO, TEXAS 75024 SCALE: NTS -E:Component Parts & Connection Details ICC ESR 1398 (2009 IBC) 10/11/2011 Page 42 of 60 for Newport Patio Structures Engineer's Stamp DATE .-SHEET: NP03-2009 3 of 4 7 a. . 9 a t> <1 90* pu , 8 9 z 4 6 1 2x wood studs DF SEE SHEET M8 FOR Lattice or or BTR @1 6" 0/cSTEEL POST-- %SLAB REQUIREMENTS Solid Panel-7 FOR CONSTRAINED 0.042"xj"*8"7 -ATTACH PANELS/ FOOTINGS HEADER '......k =.1....Alum. Bracket ..-PER DETAILS .DETAIL L9 (0060')7 /AZ, BD OR BG f Lattice OC Solid Panels B d 418 SMS 1 3' Alum. BrackeL (0.060') 3 d d d e 0 81/11 U,/CY 0,032' or 0.040' e 11 A »8 SMS --1/4" LAG .......C==a SCREW PER | TABLE 7.5 . 2.25" MIN "ANC4". x 8' Header #1 (0.042') „ . t€4 f 9-#14 SM-j; \ 3' x 8' Header #2 (0.042') x 6' Side Plate #14 SMS- t 4 3' x 8' Header #1 Z CONCRETE FOOTING (0.042')CONTINUOUS 2x DF WOOD LEDGER 3"x3" POST - 1 I 11 3"x3" POST OR PROVIDE SIMPSON STRONG TIE . MSTA36 (ICC ESR 2105 AT SPLICE 8' x 9' STEEL REBAR EMBEDDED AT 'B' -RAFTER & SIDEPLATES 1 1 2*6.5* SIDEPLATE --<LOCATION) < 33'B = 9'HEADER (3004-H34 ALUM. ALLOY) i ' COVER W/ 0.019" ALUMINUM (3004-H34 ALUM. ALLOY)#A.- < 38' B = 12' < 46'B = 18' ALTERNATIVE SPLICE FOR ATTACHED UNITS d e FREESTANDING OR ATTACHED POST/FOOTING CONNECTION ANEE, e LEDGER BOARD ATTACHMENT Seal with permanently flexlk ' 01 8 1/4' LAG SCREWS FOUR #14 SDS EACH SID(2 1/4' OF PENETRATION/-- & waterproof sealant 91-r c'\04 INTO WALL STUD) SEE GENERAL NOTE #23 -CONTINUOUS 2'x DF Ld WY ,-3" X 8" BOXBOARD OR PROVIDE SIM. --.49%,, 06*-C- 2' x 4'C 1 / STRONG TIE MSTA36 <ICC ESR9963-6231 C---9 BEAM HEADER DOUG FIR J /2105) AT SPLICE LOCATION A -<r-ALUMINUM "H" WOOD STUD 1,00'Min,COVER 7/ 0,019' ALUMINUM 05• Immul /BRACKET | / \,-3"X 3" ALUMINUM POST - 1/4' Lag Screw 3' X 8' ALUM 4334*--RAFTER BRACKET1 DETAIL U I / 1 3. /ES&+ ><5 'oe»4>xVIL / / _--- ATTACH PATIO COVER 3.5' MIN AS PER N26 OR N27 1 0 - 39(8' ALUM HEADER -1--OCT 20 2011 Completely Seal with · 1 -permanently flexible &FOUR #14 SDS EACH SIDE waterproof sealant-41111111111111'1111)„„Iwl'11111 n - 4 1 7 ALUMINUM 'H' BRACKET FOR 2.5' MIN PENETRATION --/mIn. ' 2.25' MIN CONNECTING POST TO HEADER INTO WODD FRAMING 014 SELF-DRILLING SCREW (6063-T5 ALUM. ALLOY) L Synthetic Stucco or other-0-N non-structural covering (1' Max, thick)POST ALTERNATIVE FOR SLAB ATTACHMENT - - SheathIng MAX WIND LOAD IS 100 MPH EXP B AND 90 >Unerimax 5208 TENNYSON PARKWAY SUITE 100MPH EXPOSURE C -BUILDING PRODUCTS, INC.PLANO. TEXAS 75024 SEE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN TABLE 7.7 LEDGER BOARD ORA»N Int TrPE: STUCCO ATTACHMENT DETAIL W/ BEJ/CP G 1.00' 4 149190 6" e Ilall / 4AA-1 -AA@ e\ZONA-U t·Dires 9/30120 643: NOV 5 2012 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 43 of 60 Engineer's Stamp SON.E: NTS DATE muE:Component Parts & Connection Details for Newport Patio Structures FUEk SHEEr: NP04-2009 4 of 4 0.92" ----I'l -1.500-' 976".516" 5610 OUTSIDE -1 rNSIDE = 4216" T>r T N -Ii-Il-0.750 2 .1871_ / |2.464" ,#10 SCREWS .-Im.-T 1Z-7 u;r---- 2 6.O/c ' 9 SEE DETAIL DU , ·55 1/Q 1/42, 1.114" SEE DETAIL D -1--=.1.767- 4 .1 * 1\/55 1 1 TYP.-41.137" I •SEE DETAIL B- .6.00" -2,50012.06- ATTACH TO TOP OF HEADER BEAM AS PER TABLES 4.9 OR 4,10 -2.10 2.5'x6' SUPER SIX PANEL OR ATTACH PER STRUCTURAL FASCIA DETAILS t = 0.018' 3004H36 t >0.018' 3004H34 2,5)<12" MARK X ALUMINUM PANEL -1-¥·-0,018'-0.032'3004 H36 0,036'3004 H34 0.718 - 2.OCO R=.125R=.1250 R= 0.15"0,--1.4500 .50 / 1.654" \,1.1 1.1 0.992 0.87 10,250-g¥--+--RO,15: 0,350 - 1--0.295 2,000 1 IN ./N / - 0- 0,525 1-* 1.060 [- SEE -J DETAIL D , 6,000 2'x6' FLAT PANEL t = 0.018' 3004H36 ALUMINUM t > 0.018' 3004H34 ALUMINUM r #8>de SHEET METAL SCREWS @ 3' 0/C L 1 450"1.625 .876", 7 -7 TYP. -/55 12' 1,625 - -0,125 6,500 - 1 1.625 - ) 0.316 1,625 - - 0,036 -RO.125 0.363 '5 , , F RO,125 OF-ESS/c 1.958 97 6, -I SEE DETAIL B 11391 - 18'- SIX #14 SDS T 90 0 o-i-4 o CENTERLINE r.5. rfp. 41 ON EACH SIDE -M OF SPLICE 6.50'5.5"loggolo o 5f •--4 -S SPUCE UNE - 9,--- OCT 20 2011 3 - #14 SMS ON EACH SIDE OF SPUCE - ROLLFORMED HEADER SPLICE (3004-H34 ALUM. ALLOY) 3.00 ©6 1/2" ROLLFORMED FASCIA 3004H34 ALLOY - #10 SMS @ 6' 0/C -*-- 0.0750 1,000 1 1 0.641 / ROLLFORMED HEADER-ELDETAIL E SEE TABLE4-0.0600 .-R= 0.08"4.9 OR 4.10 3. 00 3.090 SEE -' 0.516" OUTSIDE-1 '- 0.125' 112 trt L R= 0.20 - 2.,06: TYP. < .R= 0.100 \TYP. 0 0.25 1.O3f 6.00 2.00 DETAIL B *. 1.250" / 6.00 12.00" >1 1 ,/@FEW /0/@Z404;El- Pj .*@51A A•17 mt d 411* · 22 61 WPL 4 - v L % 4,656 G\NEER E p. 1 1 0 40.16231 / ¢A 1-;1111 t= 0.036" ROLL FORMED 1 HEADER SPUCE, TIGHT I m INSIDE OF HEADER, 2 4.04390 EACH SIDE OF SPUCE.CALIFORNIA FASCIA 3 - #1*bm (6063-T6 ALUM. ALLOY) ON EACH SID OF SPUCE )A . 9 'v12' 'W' PANEL 0,018' 3004H36 ALUMINUM 1018' 3004H34 ALUMINUM NOV 5 2C ]2 >v», 4r--152'' C' 9§*.2296DireS, 9/30120ICC ESR 1398 (2009 IBC) 10/11/2011 Page 44 of 60 Engineer s Stamp I5:42 alnermlax 5208 TENNYSON PARKWAY SUITE 100BUILDING PRODUCTS, INC.PLANO, TEXAS 75024 ORAA,N Em nPE: BEJ/CP SCALE:NAME: NTS Component Parts & Connection Details FILE#:SHEET: CD01-2009 1 of 9 -R= 0.2" 0,67' - -- 0.09'#10 SMS @ 0.38' -STABIUZER CUP 1 6' O/C - 0.54' NQIE;8 - #14 SMS HEADER SPUCE MUST BE LOCATED WITHIN = 12" OF A POST. 0.15" EXTRUDED HEADER5=9 SPUCE WITH TIGHT FIT .... INSIDE HEADER 9-1 1@7 0.15" 8 - #1 .250" F FOFESS/0,942091 Pjlb 0 8 E.P 6 4 191£ 24 _#10 SMS @ 6' O/C 5.406' 0.50' - 10" - 4"•/.W r 5.75 -- 0.08" EXTRUDED HEADERt(_SPUCE WITH nGHT FIT INSIDE HEADER.ALASKAN HEADER SPLICE , ¢ (6063-T5 ALUM. ALLOY) 4 TYP...Li. 4 SMS 0,63' -I 2,17' 2,31't. 1 1 1 t NQIE;U 9,UU Al h/- /SEE DETAIL 'BB'i 2.808= |€- +-'-·062" .FOR EXTRUDED.115 GAUGE TYPICAL HANGER W/ A-RAIL 4- 1/40 BOLTS ORf-4- #14 S.M.S. A-RAILFASCIA /(6063-T6 ALUM. ALLOY)W/ STABLIZER CLIP (6061 -T6 Alum. Alloy) CLASSIC I 0.11" 7 3-i-0.192 -750 I \U- OFERROD/' F- #10 SMS @ ..9001 SMS @ 6' 0/C 0/C STABILIZER CLIP- b" SEE DETAIL 'M'. 1.187"JI r ,R=.375 1-437" .291 " -1375" y 1 6'BU lili 2.750 4 4% 0,3754-r 0.057 2.965 1/2'- 1/9 7.--1/t 5.401 STABIUZER CUp FOR EXTRUDED HEADERS 'H' & 'L'16" #10 SMS @ 6'(fnATIT M #10 SMS @ 6' SPLICE DETAIL(6063-T6 ALUM. ALLOY) 0/C -5 F EXTRUDED HEADER SPLICECo/C 1.0" -A *0.--37 -6963T5 ALUMIMUM ALLOY -3 1/2" STRUCTURAL 5"I <,PANEL UR//4 glet@<- LSTRUCTURAL PA gORIERK,,75*P¢412 7 1 Ptb-nudi-1\ 111 -- -:079".0794 -b#. lur»$-12 / / 9 /1 /lg£1/2.725"3 644\6 V¥*kne*)30 3, 1 9. 6/30/4oN 1 ·,042==31-791N7%6:l /ONA • 1 s.baRE1 5208 TENNYSON PARKWAY3.00" XES!£-/42 L.*y BUILDING PRODUCTS, INC.PLANO TEXAS 75024 SUITE 1004.00" P 4.%22%50/ALASKAN HEADER 5 1/2° EXTRUDED HEADER ORA*N BY: TYPE; (6105-T5 ALUM, ALLOY)OCT 20 2011 BEJ/CPICJ Ell It(2212; 0/'M/ff Y) . Page 45 of 60 - NTS Component Parts & Connection Details SC.E:NAhLE: Engineer's Stamp DATE FILE#:SHEER CD02-2009 2 of 9 NEL v .8131 t 0.062 0.062" . 1 U .L+O'Z to LO Ui sslo 3 AF .104 R.-'567.n u \1-' DETAIL H 8 - #14 SMS /- FOAM CORE SANDWICH PANEL WITH CURRENT ICC ESR . 5.49 ·300 -j -7-·110 R.d=e--1 + USE OF FOAM CORE SANDWICH .050 R. TYP.-j 11 L4.4500' PANELS WILL REQUIRE A REGISTERED H 2.00 , *-- 10" --.5".5*--- 10" ----5" -DESIGN PROFESSIONAL TO COMPLY WITH CURRENT ICC ESR 9 24" t.120 R. .. 4" 3.74 .100 THICK TYPICAL CLASSIC ALASKAN HEADER SPLICE (6063 T5 ALUM. ALLOY) - METAL SKIN - HEADER SANDWICH PANEL TOHEADER CONNECTION - 2.5' - i L 7.75' V 5 201 N L- STRUCTURAL PANEL 0' / \'f\D l/ SEE TABLE 4.10SEE TABLE 4,10 - 16 GA (t=0,0599 3')<8' STEEL HEADER 12 GA (t-0,105') 3'XB' STEEL HEADER ASTM A653 GRADE 50 <12 GAJGE (0.105') 16 GAUGE (0.059')3X8 WRAP REQUIRED AS PER DETAIL AW 7" x 4 I W/1 -1 .. J] 0.875" TYP. BEAM HEADER (6105-T5 ALUM. ALLOY) NO 6 1:YA 1 *0/res 9/301 2016 O\\ AP AdAmerimax 5208 TENNYSON PARKWAY SUITE 100L.*7 BUILDING PRODUCTS, INC.PLANO, TEXAS 75024 VIL DR,WN Em TYPE:· cILIFOS BEJ/CP SCALE:NAME: NTS Component Parts & Connection DetailsICC ESR 1398 (2009 IBC)10/11/2011 Page 46 of6O OCT 202011 Engineer's Stamp nATE RLE':SHEET: - . CD03-2009 3 of 9 4" __L¥ BEAM 11 [1-1 - i·--t=0.09" 1/2 Bolts w/ El" Washers 3"-4 -1- 0.56' /*b -rA-b fv<f<fL 130 6 50" LU - 0.31'- 0 4.00', 1 TI EP6 A 01\/i - 1/2= Bolts w/ -1 1-0 0 01Id o / 1= WashersI- 2-7" C SPUCES , ONE EACH SIDE OF 7" "1" BEAM 36" 2,88' 0 ( 3.00' *03/ OCT 20 2011 1 0,0 0 0 1.0" T 11 m ILo.12- 24"7" X 4" 1-BEAM SPLICE (6105-T5 ALUM. ALLOY)Iii 4'X3" I BEAM FULL STRENGTH SPLICE BOLT LAYOUT FULL STRENGTH SPLICE BOLT LAYOUT -\8 op I -7 6063-T6 ALUMINUM ALLOY(0 7" X 4"ALUM. 1-BEAM 3.00 0.56'f- 0,72 eG\NEER. f Elly'1.0 cr F NE - 3.00' - 0.024" 3.00 R=.0937 SEE TABLE 4.9 OR 4.10 1 -FOUR #14 SMS PER HEADER 0.72 --1.56---0.72 -SEE TABLE ' 0.93 _ 1 E 3.)0 4.00'2,88' - -0.072' -- -0,11' -7- 1 3" SQUARE POST DETAIL W -0,93 1,56 (3004-H34 ALUM. ALLOY)-0.28 DETAIL AH 0.37-4 |-VII- - OR AG 1 0.72 ,€@essiona/ €%'-- 1 3-' A /LM» t = 0.041 " 1 PDTWAA 1 3' CLOVERLEAF HEADER .0.13'J 4"xy I BEAM U / 14/1 (A-653 Fy=40 KSI STEEL)6063-T6 ALUM 6 -,D'res 9/301'2>, , NOV 5 2012 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 47 of 60 Engineer's Stamp @ 3.00'e DOUBLE STEEL CLOVERLEAF HEADER ASTM A653 GRADE 40 5208 TENNYSON PARKWAY SUITE 100 - .VILIIllu 1 Itvuvu le, 111U.PLANO, TEXAS 75024 DIWN BY: TYPE: BEJ/CP SCALE:NAME: NTS Component Parts & Connection Details DATE Flt.U:SHEEr: CD04-2009 4 of 9 unn nar DI,an,ir•rt wr -- 4-I J FASCIA HDR. 8 1 TWO 3/80 BOLTS 00% I.FOUR #14 SD SCREWS EACH SIDE UP TO d=28" FOOTING75' _TWO 3/8' BOLTS W/ 1" DIA. Typo x 3/32" THK. STL WASHERk AN - 0.062'Xl.5' SQ ALUM W/ DECORATIVE 1.5' -.5-- ALUM SCROLLS OR SOLID FILL 9%14 4, 21¥17 rl g0'0 GALVANIZED HILTI HIT-HY 150 MAX ADHESIVE ANCHOR (ICC ESR 2262) 7/ 2,25' EMBED AND 1' 0' DETAIL AF (3.0' OR 6.0" 1f - WASHER OR EQUIVALENT.-4f« i « 1 +POST SEE DETAIL BM FOR OPTIONS TWO 3/8" BOLTS /29552%6 Dk/3.3/303- PlliNABOTTOM CONN. CHANNEL /2/ir r Lrr /0/ d e#49 SCROLL POST CONNECTION TO CONCRETE SLAB OR FOOTING [ 1 1 1 1 4-i- BRACKET = 6063 T6 ALUM ALLOY 4 .\ El<Ff 6#@}4 POST = DETAIL AF \f\D V V VONLY USABLE FOR SINGLE SPAN ATTACHED UNITS l ,'Ve44*wt - 12225" 3000' = .75 rI ttll 3"X 3" _ .3 4.50 - 2.25" 1 E*o./12/31 X >4 k "X 6 1/2" 22- SIDEPLATES ALUM. FOOTING / BRACKET GALVANIZED HILTI HIT-HY 150 MAX 11--10/ ADHESIVE ANCHOR (ICC ESR 2262) W/ 2.25' EMBED AND 1' 0 WASHER OR EQUIVALENT°' °:' "5 '- SEE SEE DETAIL BM FOR OPTIONS0 0 0 .0 SLAB OR FOOTING ALUMINUM FOOTING BRACKET FOR CONNECTING TO CONCRETE SLAB OR FOOTING 6063 T6 ALUM ALLOY ONLY USABLE FOR SINGLE SPAN ATTACHED UNITS 3" 1 0 I\/ 1 11 .3!7=:4) "-- 1 1 - 1. - 3.000* w TYP. ·688™ r 3" 0.37" -11-'094,1 . -1 1-- 3' or 4'- C1/ 71074) .68"(4) t - 3' or 4' ASTM A500 GRADE A STEEL POST (IN)= 0.030, 0.040 (ALUM SEE GENERAL NOTE #9'FOR = 0.041 (STEEL)CORROSION PROTECTION . 44 25" RAD. Z .020. DP. 1 /(36) x 70'1 L.062" RAD<20) -=*--1,50' »*Siona,G----, 3' ALUM OR STEEL CLOVERLEAF (12)POSTL.187" RAD<16) **1 (3105 H25 OR ASTM A653 GRADE COLONIAL POSTS TWIN 1.5" SQ. X . - 40 STEEL)11-- == (3" ALUM. 6063-T6)71 11-11 "t" = 0.062" UNLESS OTHERWISE NOTED EXTRUDED POST 5208 TENNYSON PARKWAY(ALUM. 6063-T6)SUITE 100L.*-' BUILDING PRODUCTS, INC.PLANO, TEXAS 75024 »res913012»1 DRAWN BY: TYPE: BEJ/CP NOV 5 2012 SUE:NAME: NTS Component Parts & Connection Details ICC ESR 1398 (2009 IBC) 10/11/2011 Page 48 of 60 -/./.-----/£1 .. OCT 20 2011 Engineer's Stamp NTE FILE*SHEE: CD05-2009 5 of 9 SOFCAL\ 1 1 / PKIT:144 ¥U Z1 1\1 - POST 'A' - DETAIL AD POST SPACING IS RESTRICTED TO THE 'ON SLAB' SPACING SHOWN IN TABLES 5.1, 5.5, 5.6, 5.7,5,8, 6.1, 6,5, 6,6, 6,7 OR 6.8. 0 4 00/ DOUGLAS FIR UTILITY - EIGHT #14 SMS GRADE OR BTR - TWO 369(5' LAG SCREW W/ 1' WASHER. ONE ON EACH SIDE OF POST. SOLID COVERS MUST USE THESE RESTRICTIONS FOR 10 PSF SNOW/LIVE LOAD MAXIMUM WINDSPEED IS 110 MPH EXP B 100 MPH EXP C 21 CDR DOUGLAS FIR LUMBER FLOOR JOIST OR HEADER FOR 20 PSF OR GREATER SNOW/LIVE LOAD MAXIMUM WINDSPEED IS 110 MPH EXP C ATTACHED STRUCTURE POST TO FLOOR JOIST STEEL POST-r-4- SEE SHEET M8 FOR CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOPNGS TWO 3/8" BOLTS--f 0.091" TYP- - 3' x 3' ALUMINUM -- POST 6. . V 7 <1 91, B 3 NOV 5 2012 .750 2.25"I 1.0" - 3/8' x 9' STEEL REBAR EMBEDDED AT 'B' DEPTH d < 33' B = 9' d < 38'B = 12' d < 46'B = 18' d < 51'B = 24' L CONCRETE FOOTING d FREESTANDING OR ATTACHED STRUCTURE4" MIN 4=| / COLUMN TO FOOTING CONNECTION DETAIL - 1.575" -7.\J 1 1 ,¢:Pliesslona, £·cz 75.5"8'0 STAINLES STEEL HILTI KWIK BOLT TZ (ICC ESR 1917) 7/ 2' EMBED WITH 1'0 STEEL WASHERS MAX FOOTING SIZE IS d= 31' e #3#0 L POST TO FOOTING ATTACHMENT DETAIL .V'IL-'I )h SINGLE SPAN ATTACHED UNITS ONLY OCT 20 2011 7 Anlerinlax 5208 TENNYSON PARKWAY SUITE 100 BUILDING PRODUCTS, INC.PLANO, TEXAS 75024 DR,WN BY: TYPE: A'\4 BEJ/CP SCALE NAME: .. Page 49 of 60 NTS Component Parts & Connection Details ICC ESR 1398 (2009 IBC) 10/11/2011 Engineer's Stamp DATa SHEEr: CD06-2009 6 of 9 '' 7' x 4' use 6 - 3/8' bolts FOUR #14 SMS EACH 3/8' BOLTS W/ 1.0' DIA,4' 1 3' us'e 4 - 3/8'boltsx 3/32' THK. STL. WASHER OR - #14 SDS.SEE NOTE FOR QTY, _.--088909(3• STEEL CSNEER. / POST OR LARGER 8" BOX540# A 1 »tk ·,A NA / BEAM HEADERL 1 1 3. - A -c-ALUMINUM .H. 07·3 /\/ BRACKET / \,-3"X 3" ALUMINUM6 -4- -I 3. 0 4 1 ><COLUMN ALL 'I' BEAMS & 'C' BEAMS lc.1 \-J .4,1 A .CAE=1:0141 USE TABLE 7.3 COLUMN H v posr FOR NUMBER OF HORIZONTAL 3><r .oep,00USETTABLE 7.4 COLUMN N OR #14 SDS 3' x 3' POST 3/8' BOLTS ALTERNATE - 1 BEAN TO POST CONECTION -'%2:212-- FOR VERTICAL BOLTS · - 4- / USE 7.3 COLUMN I FOR Seal with permanently FOUR #14 SMS 7HORZONTAL #14 SDS -flexible & waterproof ALUMINUM 'H' BRACKET FOR USE TABLE 7.4 COLUMN L /sealant EACH SIDE FOR VERTICAL #14 SDS CONNECTING COLUMN TO HEADER (SDS= SELF DRILLING /2 ALTERNATE 3" SQ. POST CONNECTOR BRACKET /(6063-T5 ALUM. ALLOY) SCREW)MD' (6063-T6 ALUM. ALLOY)CONTINUOUS 2'x DF LEDGER 1 BOARD OR PROVIDE SIMPSON2' x4' DOUG FIR ' ,-STRONG TIE MSTA36 (ICC ESR /-406 WOOD STUD 1,00'min. /2105) AT SPLICE LOCATION (9*1/4' BOLTS ASTM A307 COVER W/ 0.019' ALUMINUM SEE BELOW FOR QTY 25' 0091' lili n n A 0 3. MYP. E 1 1 Clt 0 t!. 641 18 4 96' BOLTS SEE TABLE 7.3 COLUMN 'J' FOR QUANTITY ALUMINUM -1- 3" STEEL POST TO HEADER CONN. B (6063-T6 ALUM.) BEAM OR STEEL V BEAM -36' BOLTS 1/ 1'0 x 352' THK STEEL WASHER.SEE TABLE 7.4 COLUMN 'N' FOR QUANTITY. TWO MINIMUM - 3" STEEL POST "t" = 0.041" -411111111111111111111111111111111111 3.5' MIN -411 1 111111 i lillim illilliyillill 2.5' MIN PENETRATION _/ INTO WOOD FRAMING 1.00' -/ 0. - p-1' MIN kt-- < ' MINJ 6' 6 / g g=- < UM MA WKAM STEEL POST-" DOUBLE OR SINGLE 3'XB' STEEL C BEAM. BOLT LAYOUT FOR SPLICED AND NON-SPLICE ATTACHMENT Reg'd 61,\ 9. 40404 OCT 20 2011 1/\Al L3)(8 ALI - 1/4' Lag Screw ,1./ -- ATTACH PATIO COVER / AS PER AZ, BD OR BG < Completely Seal with /r permanently flexible & waterproof sealant FOR ATTACHMENT TO NON-STUCCO WALLS SEE TABLE 7.5 'ANC4' FOR ATTACHMENT THRU STUCCO SEE ALLOWABLE DISTANCE TO FIRSTmIn.ROW OF POSTS IN TABLE 7.7 L Synthetic Stucco orother non-structural ' covering (1' max. thick) SheathIng LEDGER BOARD U ATTACHMENT DETAIL Beam #of -Lk- 2.5' --4 Type 1/4" bolts 0,875'All C Beams "On Slab" 4 16G Steel 3x8 4 \ 1.0, 1 /-7 Single/Double 12G Steel C 8 3'x8'x 12 (t=0.105') "<23)F CA\N 3>' DETAIL w <-1-1 (60 psf) Double 12G Steel 3x8 9 RACKET-59?H'----,Vlz-k- /h 1 El<1¥ 6/«b/1). 1 ., . 8-#14 SMS -e o/ 3= x 3= STEEL- , --I3"X 8" BOX-OR 16 ga (t=0,059') BEAM WRAP STEEL C BEAM 3" X 8" STL. 'C' BEAM WRAP W/ 3" X 8" ALUM. BOX BEAM ICC ESR 1398 (2009 IBC) 10/11/2011 a r..67 8-#14 Shls=EZ + ¢ 17 _1__1_ -4--1 POST TO HEADER CONNECTION FOR 3" X 3" STEEL HEADER W' Page 50 of 60 NOV 5 2012 ofesslong/64 . 0 5208 TENNYSON PARKWAY SUITE 100L.>ty BUILDING PRODUCTS, INC. PIANO, TX 75024 · D,w,N BY TrPE A.\'BEJ/CPAres 9/301'r)SCALE:NAME: NTS Component Parts & Connection Details Engineer's Stamp DATO ALE#:SHEEr: CD07-2009 7 of 9 V *of ESS/0*q 8 9 E P: 6 2.50"*1 OR 3.500 IVIL2426 OF CAL\ 6.5" STRUCTURAL PANEL -7 7---,-- 1,625' -4 . r-0.040' ASIONcRek-k 'yA-RAIL - SEEj DETAIL 'J' SEE TABLE 7.5 -»-.750" SEE TABLE 75-1 #10 SMS O -cri NG SPACING:* | 1™. FOR 12' PANELS6 O.C. FOR 6" PANELS NO 2012 2.869" 0.5" MIN t=.062" 1YP. OCT 20 2011 062" TYP. -1.50.-| . . 1.325" , ROLLFORMED HANGER :1.790" . (3004-H34 ALUM. ALLOY)I I 8 3 1/2. "J" HANGER4-#10 SCREW @ 6" O/C#14 x 2" SMS (6063-T6 ALUM. ALLOY) SEE TABLE 7.5 -#10 SMS @ FOLLOW-FOR SPACING ,/ ING SPACING: / 6' O.C. FOR 6' PANELS 12' O.C. FOR 12' PANELS b---- 1.686" - A-RAIL DETAIL J MAX LOADS - ' 10 PSF 110 MPH EXP C 2.25"30 PSF 110 MPH EXP B - OR 20 PSF 105 MPH EXP C 2.50"25 PSF 100 MPH EXP C 1 30 PSF 95 MPH EXP C 1.500" A 1 20"G\NEE/?e EP 1 Cl CI 1 4/0. 162210.30'-«|2 1 ROLLFORMED HEADER 'E' CONN..062" H - 1.50"-DETAILS TO STRUCTURAL PANELS TYP. --] 1.562" EXTRUDED HANGER (6063-T6 ALUM. ALLOY) EXTRUDED CHANNEL CONNECTOR #10 SMS @ 6" 0/C (6063-T6 ALUM. ALLOY)87 " O/C 4--2x wood studs DOUG FIR or BTR @16" 1 /- ATTACH PANELS PER DETAILS „setronw- -/ AZ, BD OR BG / #14 x 2' SCREW SEE TABLE - F 1 /4" LAG SCREW 7.5 FOR SPACING 57 PER TABLE 7.5 "ANC4"4 / 12 MIN SCREW SPACING IS 1" / I 4.- JCONTINUOUS 2"x DOUGLAS FIR LEDGER OR 2.25" MIN \PROVIDE SIMPSON STRONG TIE MSTA36 (ICC ESR - 2105) AT SPLICE LOCATION 3 1/20' "G" RAIL 11.3251 COVER W/ 0.019" ALUMINUM (6063-T6 ALUM. ALLOY) .1.797" L >Unerimax BUILDING PRODUCTS, INC 5208 TENNYSON PARKWAY SUITE 100 PLANO, TEXAS 75024 LEDGER BOARD ATTACHMENT U U / PJOIWAM 1\ 11 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 51 of 60 „ NTS Component Parts & Connection Details Engineer's Stamp DATE: .-.SHEET: CD08-2009 8 of 9 |- a21 'STEEL.(Fy -33 IASO 8' 1 =ox, m 6- = 11-·r:A 2X8 LE] r (Doug. / SEE GE ALUM n PANEL 7 - 'f-#141 TOP MOUNT '17 j i x cMIVL* SEE TABLE 7.5 - r-1" MIN G FOR FASTENER ,--BETWEEN SCHEDULE AND ROOF AN GENERAL NOTE #23 LEDGER I TOP MOUNT BRACKET EAVE OVERHAA MUST COMPLY P DETAIL BN ALS F 0.125• 1.<IU | I r #14)(1.5' SC 3 PLACES )GEER BOARD EXISTING EAVE n Fir) WOOD FRAMING NERAL NOTE #23 .5" screws t- · 1.y- #14)3.5 screws 000 1/8 STEEL BRACKET 51 b i - (Fy= 33 KSI) <·v#' N.,/C f SPACING BETWEEN SCREWS SEE CROSS SECION 0 1 K LEDGER BOARD - FOR DRAINAGE SIDE MOUNT BRACKET IG AND 'L' JITH ® ALTERNATE EAVE ATTACHMENTS :REWS . MAX "L" FOR TOP A Wind Speed OR SIDE MOUNT and Exposure 16" 0/c , 24"o/c r 85 mph Exp B 19'-6" | 13'-0" 90 mph Exp B 17'-6" 11'-8" 105 mph Exp B 13'-1" 8'-9" 110 mph Exp B 12'-0"8'·0" 85 mph Exp C 1 90 mph Exp C 1 ALUU PANEL 20 105 mph Exp C 110 mph Exp C ALL HOUSE PENETRATIONS MUST BE COMPLETEL PERMANENTLY SEALED NOT ALLOWED IN SNOW LOAD AREAS SEE GENERAL NOTE #9 FOR CORROSION PROTECTION Live Load (psf) 10 POST J141@KNESS *OFESS/0441 8 9 00£ R * EIGHT #14 4 CD 14'-3" ' 9'-6" / 12'-9" 1 8'-6" 1 9'-6" 8'-8" SMS -r --r- =r amr--1 ---0.4. L 1.0 FOR BOLT SIZE SEE DETAL W 1 80 8 t/Er 6 2/8 3/8' BOLT W/ 3/32' / - WASHER . 2.75 AS PER TABLE 7.4 FASCIA L lISE COLUMN M FASCIA KLH USE COLUMN N 1 I rn -8.0 GALVANIZED HILTI HIT-HY 150 MAX ADHESIVE ANCHOR (ICC ESR 2262) W/ 2.25' EMBED AND 1' 0 WASHER OR EQUIVALENT .078' -<Ill -2.25£-i 1.0* 3.ff, 4 H \3/8' BOLT AS PER TABLE 73 11-#14 x 3/4' SMS - 1.0'--POST B USE COLUMN C TO SLAB/ - POST DaE USE COLUMN J SEE DETAIL N22 -NQIE;2.30' L - ALIER,WE POST CONN,FOOTING ATTACHMENT SEE DETAIL 'BJ' 4-OR 2.90" |BRACKET. FOR INSTAUAnON AND + PROPER CONNECnONS.1 1 -1 m POST (DETAIL 'AH') I n @ POST 2.25 L 3, SQUARE COLUMN --2.0-(3004-H34 ALUM. ALLOY) 6063T6 ALUMINUM / 2' X 65' SIDEPLATES BRACKET \ (3004-404 ALUX ALLOY> - 20 GA ASTM A653 GRADE 33 STEEL BRACKET Live/Snow Load RAFTER FOUR #8 WOOD SCREWS INTO RAFTER AND Solid Co,er Wind SIZE ONE PER RAFTER /COVERINGi SHALL REUUIRE ADDITINIAL ENGD€ERING 90 MPH Exp 8 2%6 (24"Oic)2X FASCIA r Rnly COVERING m MAX 3 PSF. HEAVIER RO[F 10 psF 2x4 / ANALYSIS 21,8 RAFTER 10 psf 2*4 DETAIL "A"2"x WOOD FRAMING 2*8 90 MPH Exp C 2*6 £- 2X DF WOOD /F DOUGLAS AR-LARCH (NORTH)10 psf 2*4 FASCIA SEE DETAIL / /#2 OR BTR Tiwak*Mixi52--„ixa 2x8 HANGERn \20 *sf 2*4 110 MPH Exe.C.2xG$111<atililiIAL 1*4 I / lial I -----iia.U.... 26 Psf 2*4 ALTERNATE EAVE 110 MPH Exp C 2*G FASCIA ATTACHMENT 2xe L 30 4 2X4SEE TABLE 7.5 1 FER MAXIMUM -N'=r 110 MPH Exp C zxG FOR FASTENER OVERHANG SEE 2*8 SCHEDUUE AND SCHEDULE O RIGHT 40 p=2*4 GENERAL NOTE #23 2xG 2*8 60 psf 2*4 ICC ESR 1398 (2009 IBC) 10/11/2011 21,6 21[8 0 1 0 3" POST CONNECTIONS FOR FASCIA HEADERS MAX DISTANCE TO PIRST ROW OF POSTS "L" EM E OVERH..NG G- 18'-0 18'-0 184' 160-0 16'-0 16'-0, 15'-00. is·=.ap 15'-0 14'.2- 15'-0' 1 3'-1 r 1 5-0' 15'-0 1 7-8* 14'-0' 14'-0 10'-10" 13'-0' 13'-0' E-4- ALUMINUM BRACKET 6063T6 t = 0.090' >> SLAB ATTACH FOR 110 EXP C t = 0.090° >> FOOTING :28" MAX t = 0.090' >> FOOTING :41' MAX WITH DETAIL AH STEEL POST 2203<'10'DA /40 #.&'#cf 7-9*L USIC 1 -71 N..11 i /UNt# -%&/5- PIrt D 1,/U OCT 20 2011 Amerimax 5208 TENNYSON PARKWAY SUITE 100BUILDING PRODUCTS, INC.PLANO, TEXAS 75024 01-N Ent TYPE: BEJ/CP SCALE:NAE: NTS Component Parts & Connection Details Engineer's Stamp DATE FILE#SHEET: CD09-2009 9 of 9 12'18"24" 18*-0'16'-O 13'-4-E-r 184 18'-0 13'-4- 18%0 18'-0 181-0 18-00 10-2"2-2-NOV 5 16*-0 16'-O 11'-1-7'-1. 16'-00 16'-O 16'-9 15'-10' 7·- l Cr 4-of· 5-6. 15'-0'15-0 15'4 12.3- E€9-Or 15*-0 10'-4 6*-8.4'-3* 15'47 13'4- S.1-1'-3- 15'-0'10'-1 e-7*4.2 13'-1-Epl 1 C 7.-W 14'-0 9-7 5-10'3'-7»CI 14'-9 14'-0'11'-10- 4'-7*2-1.04- 13'-0 7-8- 13'-0'137-0 104 6'-10-4016'23 99330 d essiena PT bned P 0.040™29(6,625' ALUM HEADERS OR--p /-ALUMINUM RAFTERS OR SOLID PANELS 0.042'X3'XB' ALUM HEADERS 2'X6.25' ALUMINUM DOUBLE HEADERS 3'X8' ALUMINUM DOUBLE HEADER PLASTIC HOLE PLUGS-- NOTES, 1. FIBERGLASS POSTS ARE NON-LOAD BEARING. 2, ATTACHMENT TO HOLD COVERING 1,-EIGHT #14 SMS AGAINST MINOR LATERAL FORCES. 3. USE MULTIPLE BRACKETS AS 1 NEEDED. 4. FIBERGLASS POSTS MAY BE Yv £ 3 1]IM t' MIN -#14X3/4'USED FOR ANY STRUCTURE. TEK SCREW L UK in -3/8'X 34' BOLTINUM POST »/FIBERGLASS Ll,5'Xl,5' STEEL L ANGLE BRACKET (TYP)1 POST COLLAR FIBERGLASS- DECORATIVE POST COVER -STEEL OR ALUMINUM LOAD BEARING POST 1 i\ 331« FIBERGLASS " NON LOAD BEARING POST *E #OCAL PU 8 5 E.P, 6 A* EXISTING ROOF LOAD BEARING POST GROUND SNOW MAXIMUM SEE DETAILS L25, L29, N8,-LOAD (PSF)'h' (IN) N29, AD,AP OR AQ FOR \--FIBERGLASS DECORATIVE \COF-CALIFO/0, 1 10 9POST/CONCRETE ATTACHMENT ,/POST COVER 15 14 20 17 FIBERGLASS 25 18POST COLLAR 1,5'Xl,5' STEEL L 40 25LPATIO COVER 30 20 /-ANGLE BRACKET (TYP 50 30 SLAB OR 3/8'X3/4' BOLT 60 33 FOOTING 737 4 4 -CONCRETE ANC a STRUCTURES COMPLYING WITH --ROOF SNOW LOAD THIS DETAIL DO NOT REQUIRE ADDITIONAL DRIFTING SNOW CONSIDERATIONS G\NEER. Epl 1 0 01:ESS/ON R Cl 4/0. 16231 R 6/30/ VIL NOV 5 2012 202"Al g ofESS/0464 /589 1 CA )2;8.by 5/ ' Arneriinax BUILDING PRODUCTS,INC. 5208 TENNYSON PARKWAY SUITE 100 PLANO, TEXAS 75024 OCT 20 2011 \ORA»N Em n,PE: CP SCALE: NTS Miscellaneous Details ICC ESR 1398 (2009 IBC) 10/11/2011 V Page 53 of 60 Engineer's Stamp DATE;FILE#SHEER Ml -2009 -2,000- FWALL HANGER 0.1205<25<2')(2' - *< .#14 SMS 7 2.( 00LONG 'L' ANGLE 6063T5 ALUPI '@ 41 F /A 0.045 RO.170 r 0,060 1.1 >4 2'X2' FAN BEAM 6063T5 ALUM 1.430 NO ORIENTATION SPECIFIED -1-L ONE #14X2 SCREW 1-1 \0.048'xl.5'x2.50 6005T5 - 0,72 ----1,563.00WALL HANGER >-or 2.x2' FAN BEAM 0.72 - 0.93 ONE #10 SMS SCREW FAN BEAM /-FASTEN TO HANGER BEAM 0,0424<35<8' - 0.72 FAN.J 1 /y >- HEADER / 7 1.1 ' / -2,5' or 2'- --STRUCTURAL- # PANEL 1.5' or 2' [ 2 1,56 3,10 7 1.1 1.1 4 1 0.72 0.17 t = 0.041 " 3' X 3' CLOVERLEAF HEADER (A-653 Fy=40 KSI STEEL) / ¢A*Ulaltil- igned ¢ ONA U ·S'F 6tires 9/301201 B f FAN BEAM 0.042'*3'*8' -//- HEADER CEILING FAN OR LIGHT FIXTURE 314- L /-A CONFORMANCE TO THE ' APPLICABLE ELECTRICAL CODE IS OUTSIDE THE SCOPE OF THIS DETAIL AND MUST BE APPROVED SEPERATELY, POST- 0O5ESS/oNA 4> FL PU 8 9 E P, 6 VIL OCT 20 2011 Weight of Allowable Fan Beam-Spans fan/lights 0.048"xl.5"x2.5" 2"x2" Fan Beam 3x3 Steel Beam -15'-10" _ J 23' 5208 TENNYSON PARKWAY SUITE 100 PLANO, TEXAS 75024 ClaWN BY: TYPE: CP ---.- SCALE:NAME: r30 Ibg eG\NEER. Epl 1 0 CI 40.16231 Oftbb/0444 NOV 5 2012 NTS Miscellaneous Details ICC ESR 1398 (2009 IBC) 10/11/2011 Page 54 of 60 Engineer's Stamp DATE FLE#-SHEEr: g f M2-20097, 7.0 POSfAND FAS-FENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURE: Table7.3: Required Number of Fasteners for Shearing Loads Aluminum Material Gage (in)Steel Gage (in) 0.024 0.024 0.032 0.036 0.040 0.040 0.060 0.060 0.041 0.041 Table 7.4: Required Number of Fasteners for Tension Loads Aluminum Gage (in) 0.036 0.06 0.060 0.090 0.100 0 Allowable Width AB( for Attached Two Footer Design #14 3/8" B 3/8 Trib Post Structures on Slab Size Uplift SMS BOLT BC Width (ft) Live or Ground Snow Load d (in)(lbs)189 424 51 10 ps¥ 20 Fsf 12 100 11 3 42'-10"22'-7" 13 127 1 1 3.5 36'-8"19'-4" 14 159 1 1 4 32'-1"16'-11" 15 195 2 1 4.5 28'-6"15'-1".16 237 2 1 5 25'-8"13'-6" 17 284 ·2 1 5.5 23'-4"12'4" 18 338 2 1 , EFGHIJ KLMNO " B #14 #14 3/8" B #14 3/8" B #14 3/8" B 3/8" B #14 3/8" B 3/8" B #14 Design Footer 1 Spacing between bolts and screws ILT SMS SMS BOLT SMS BOLT SMS BOLT BOLT SMS BOLT BOLT SMS Uplift Size shall be 2.5 times the shank 16 283 315 708 462 1384 507 1522 554 128 865 1298 255 (lbs) d (in)diameter I 1111111 1 1 1 1 1 100 12 2 The edge distance of bolts and I 1111111 1 1 1 1 1 127 13 screws shall be 3 times the I 1 1 1 1 1 1 1 1 2 1 1 1 159 14 shank diameter I 1111111 1 2 1 1 1 195 15 3 Connections shall be arranged so that the I 1111111 1 2 1 1 1 237 16 center of resistance of the connection shall I 2111111 1 3 1 1 2 284 17 coincide with the resultant line of action I2211111 1 3 1 1 2 338 18 of the load. VIL EOF CAL\903/ OCT 20 2011 6 21'-5"11'-3" 19 397 3 1 1 2 2 1 1 1 1 1 1 4 1 1 2 397 19 6.5 19'-9"10'-5"20 psf Slab 90C 20 463 3 2 1 2 2 1 2 1 1 1 1 4 1 1 2 463 20 TABLE 7.6: WALL ATTACHMENTS FOR LATTICE COVERS 7 18'-4"n/a 21 536' 3212212121 1 5 1 1 3 536 21 GRND Wind #of 7.5 17'-1"n/a 22 616 4 2 2 3 2 1 2 1 2 1 2 5 1 1 3 616 22 SNOW Speed Screws*ALUMINUM RAFTER SPACING 8 16'-0"n/a 23 704 4 2 2 3 3 1 2 1 2 1 2 6 1 1 3 704 23 LOAD and per 1 r | 16" | 24" | 30" | 36" 8.5 15'-1"n/a 10 psf Slab 90B 722 4223322121 26113 722 Slab (PSF) Exposure Rafter MAXIMUM ALUMINUM RAFTER SPAN 9 14'-3"n/a 24 800 5 2 2 3 3 2 2 1 2 1 2 7 1 1 4 800 24 10 110 mph 2 24'24'17'14'11' Table 7.1 10 psf Slab 90C 886 5324322121 27214 886 Slab LIVE Exp C 3 24'24'24' 19' 16' 25 904 5 3 2 4 3 2 2 1 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' 19' 13' 10' 8' MAX 27 1139 7335423131 3 9 2 1 5 1139 27 4 24' 19' 13' 10' 8' POST POST DESCRIPTIONS POST 28 1270 7335523131 3 n/a 2 1 5 1270 28 25 2 17' 13' 9' 7' 6'CODE DETAIL HGHT 29 1411 8435524231 3 n/a 226 1411 29 3 24' 18' 12'10' 8' A 062"xl.5"xi.5- Scroll B 0.04223"x8" Aluminum Post B 0.024"Post with Sideplates B Clever 0.030"x3"x3" Alum B Clover 0.040"x3"x3" Alum C Colonial 0.062" Extruded D 0.041213"x3" Steel Clover E 0.041213"x3" Steel Clover H 3/16"x3°xy Steel Square I 1/4"x3"x3- Steel Square J 3/16-*4")4- Steel Square K 1/2"x4"x4- Steel Square AC 9 30 1563 9 4 N30, Ll 11' 31 1724 n/a 5 2 N16, BK, L24 12' 32 1896 rda 5 L Nll, AH, L11 11' 33 2080 n/8 5 L N11, AH, Ll 1 12'34 2275 n/8 6 f AE 12' 35 2481 rda 6 f Nll, AH, L11 12' 36 2700 n/a 7 : Nll,AH,L11 8' 37 2931 rda 7 1 N17, AG, L21 15' 38 3175 rda 8 f N17, AG, L21 19 39 3433 Wa 9 1 N17, AG, L21 15' 40 3704 Wa 9 1 N17, AG, L21 15' 41 3988 nia nia l 42 4288 n/a n/a E,0OFESS/0461 36534242 3 n/a 227 1563 30 4 24' 18' 12'10' 8 17634242 4 n/a 2 2 7 1724 31 30 2 14'11'7' 6' 5 17735242 4 n/a 3 2 8 1896 32 3 20' 15' 10' 8' 7 8735252 4 rda 329 2080 33 4 20'15'10' 8' 7 39845252 5 Wa 329 2275 34 40 2 11'8' 5'4' 4 59846252 5 Wa 3 2 rda 2481 35 3 15'12' 8'6' 5 rda 9 4 6 2 6 2 5 Wa 4 3 rda 2700 36 4 15'12'8' 6' 5 rda Wa 5 7 3 6 2 6 Wa 4 3 rda 2931 37 60 2 7'5' 4'3' 2 rda Wa 57373 6 rda 4 3 n/a 3175 38 3 10'8' 5'4' 4 ' Wa Wa 5 8 3 7 3 7 48 4 3 rda 3433 39 *Screws are #14 screws w/ 1.5" embedment into G=0.5 solid wood (Douglas Fir) 'njaWa6 9383 7 nia 5 3 rda 3704 40 Wan/86 9383 8 n/a 5 4 Na 3988 41 n/a nia 7 n/a 4 9 3 8 n/a 5 4 n/a 4288 42 TABLE 7.7 STUCCO ATTACHMENT TO WALL 7 43 4601 n/a rda 9 n/a nia 7 nia 4 n/a 4 9 n/a 6 4 n/a 4601 43 ALLOWABLE DISTANCE TO FIRST ROW OF POSTS 44 4930 n/a n/a 9 n/a nia 7 n/a 4 n/a 4 9 n/a 6 4 n/a 4930 44 24" 0/c16" 0/c 45 5273 n/a n/a nia nia nia 8 n/a 4 n/a 4 n/a n/a 7 5 n/a 5273 45 Ground Snow 46 5633 rda n/a rda nia rda 8 n/a 5 n/a 4 n/a n/a 7 5 n/a 5633 46 Load (psf)2 Lag 3 Lags 3 Lags 4 Lags Exp B Exp C 47 6008 n/a n/a n/a nia rda 9 n/a 5 n/a 4 n/a n/a 7 5 n/a 6008 47 Live 10 13'-6 20'-2°13'-6"18'90 MPH N/A 48 6400 n/a n/a n/a n/a n/a n/a n/a 5 n/a 5 n/a n/a 8 5 n/a 6400 48 Live 10 11'16'-6"11'14'-6"110 MPH 90 MPH 49 6808 nia n/a n/a n/a nia Wa n/a 5 n/a 5 n/a n/a 8 6 n/a 6808 49 Live 10 10'14'-10- 10' 13'-4'100 MPH 50 7234 n/a n/a n/a rda n/a n/a n/a 6 n/a 5 n/a n/a 9 6 n/a 7234 50 Live 10 8'-7"13'-1- 8'-8"11'-7"110 mph Fastener Tenninology Live 20 701"10'-7"7'-1 "9'-5"110 mph #14 SMS = #14 sheet metal or SDS screw, 1/2' minimum length 3/8" B = 3/8" Diameter Bolt See General Notes for specifics on fasteners LIVE/ WIND SPEE[ SNOW 1 Clearspan on thisiliERTs the distance from the wall to the first row of columns.(MPH) AND LOAD 2 Him Kwik Bolt TZ 3/8" diameter and 2" embed and 1" dia steel washer: ICC ESR 1917 or other EXPOSURE (PSF) anchor w/ 400# allowable shear and 200# allowable tensite vs live, snow. wind and 110 8 10 seismic loads.90 C LIVE 3 Masonry anchors must have An allowable shear value of 400# and 200# tensile for live, snow, wind 110 8 20 or seismic loads or be specified by a design professional.110 C LIVE 4 1/4" Lag screws must have 2 1/4" of penetration into studs and 0.5" washers 25 These lag screws mustmust be installed as per AFF>&A NDS Section 11.1.3. See General Note #11 for washer specifications. 30 5|10 and 20 psf are live or snow loads, 25- 60 psf are snow loads. 6 | For ANC3 and ANC4 wood framin imust be SG=0.5 or den'ser (Douglas Fir- Larch) 40 luv LJn 1 0/0 VVJ 11-,V, IV, 11/Lul ' 60 TABLE 7.5: WALL ATTACHMENTS FOR SOLID COVER STRUCTURES ANC 1 ANC 2 ANC 3 ANC 4 O/C O/C PANEL NUMBER OF FASTENERS PER SPACING SPACING SPAN STUD @ 16" O/C SPACING CONCRETE MASONRY (FT)#14 X 2"1/4" LAG ANCHORS ANCHORS SCREWS SCREWS 12"10"12' 1 1 24' 2 2 9" 7" 13' 2 2 7" 20' 3 3 9" 7" 13' 2 2 7" 20' 3 3 9" 7" 12' 2 2 18' 3 3 9" ' 7" 14' 3 3 8" Pa-de 540[ 80 9, 3 3 25 7'-8- 1107" 7L8•10'-3"110 mph 30 6'-6"9'-9 6'-60 8'-8 110 mph 40 4'-10" 705"4'-10" 6'-7"-110 ¤30$; ffson 60 304.5•0=-- Lag = 1/4- Lag Screw with 2.25 Lattice Structures always use 9 Amerimax Building Pro 5208 Tennyson Parkr"• Plano, Texas 75024 Carl Putnam, P. E. 3441 Ivylink Place , Lynchburg, VA 24* 1(434) 384-2514 carloutnam@comckst.v M3-2009 Lt33EE: 0 'gned ¢ 4 ONA 0 · 6 .Dires 9/301201 IOV 5 2012 E;1629,6. 7.0 CONCRETE FOOTING OPTIONS EQUIVALENT FOOTINGS FOR FREESTAND AND ATTACHED o DIAMETER OF 0- W CIRCULARLUZ 12 E D j = FOOTINGS (IN) <e ,-e z 0 z 12" 18"24" 1-C ZE 08 96 DEPTH OF O- 0 CIRCULAR Z FOOTINGS (IN) 14"17"24"14"14" 15"18"30"15"15" 16"19"36"16"16" 17"21"43"19"17" 18"22"52"23"18" 19"23"61"27"19" 20"24"n/a 31"20" 21"26"n/a 36"21" 22"27"n/a 42"24" 23"28"n/a 48"27" 24"30"n/a 54"31" 25"31"n/a 61"35" 26"32"n/a 69"39" 27"34"n/a 77"44" 28"35"n/a 86"49" 29"36"n/a n/a 54" 30"38"n/a n/a 60" 31"39"n/a n/a 66" 32"40"n/a n/a 72" 33"42"n/a n/a 79" 34"43"n/a n/a 87" TABLE 7.8 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 CONVERSION TO SQUARE TOP FOOTING For Single Span Attached Footings Only Footing Depth 18"24"30"36" d (in) Required Side of Square Footing 20"21"18"16"15" 21"23"20"18"16" 22"24"21"19"17" 23"26"23"20"18" 24"28"24"21"20" 25"29"26"23"21" 26"31"27"24"22" 27"33"29"26"23" 28"35"30"27"25" 29"37"32"29"26" 30"39"34"30"27" 31"41"35"32"29" 32"43"37"33"30" 33"45"39"35"32" 34"47"40"36"33" 35"49"42"38"35" 36"51"44"39"36" 37"53"46"41"38" 38"55"48"43"39" 39"57"50"44"41" 40"60"52"46"42" 41"N/A 54"48"44" 42"N/A 56"50"45" 43"N/A 58"51"47" 44"N/A 60"53"49" 45"N/A N/A 55"50" 46"N/A N/A 57"52" 47"NA N/A 59"54" 48"N/A N/A N/A 55" 49"N/A N/A N/A 57" 50"N/A N/A N/A 59" TABLE 7.9 SITE SPECIFIC FOOTING TABLE for SINGLE SPAN Attached Structures Wind Condition Lattice Trib 90 mph 90 mph |110 mph Trib Area Exp B Exp C Exp C Area (sq ft) Required "d" of Footing (in)(sq ft) 15 15"17"20" 25 20 17"19"21" 33 25 18"20"23" 42 30 19"21"25" 50 35 20"23"26" 58 40 21"24"27" 67 45 22"25"28" 75 50, 23"25"29" 83 55 23"26"30" 92 60 24"27"31"100 65 25"28"32"108 70 25"28"33"117 80 26"30"34"133 90 27"31"35"150 100 28"32"37"167 110 29"33"38"183 120 30"34"39"200 130 31"35"40"217 140 32"36"41"233 150 33"37"42"250 160 33"37"43"267 170 34"38"44"283 180 35"39"45"300 190 35"40"45"317 200 36"40"46"333 210 36"41"47"350 220 37"42"48"367 230 38" 240 38" TABLE 7.10 5555555.......555555555Existing Residenc€ AA PaneISpan 1/2 OF PANEL SPAN " 8 a1 1 Corner Trib Area | Trib Area for | 1/2 OF PANEL SPAN Middle Post 1 1 /6 /3:.0 1 Post Spacing Panel '1 i .Overhang Figure 1 Determine Trib Area from Figure 1 INSTRUCTIONS TO USE TABLE 7.10 1. TABLE IS FOR SINGLE SPAN ATTACHED UNITS ONLY 2. DETERMINE ACTUAL TRIBUTARY AREA FOR MIDDLE POSTS THIS IS: TRIB WIDTH x POST SPACING FOR END POSTS THIS IS: (OVERHANG+ HALF OF POST SPACING) x TRIB WIDTH 3. DETERMINE FOOTING SIZE FOR WIND CONDITION 4. FOR LATTICE USE LAST COLUMN FOR TRIB AREA Amerimax Building Products ,/*E5208 Tennyson Parkway /90*Plano, Texas 75024 AL\Fc??*'M4-2009 20 2011 OV 5 2012 42"48"383 43"49"400 (it6 OCT \ lt V V /-7 1 1 SzbP'N IN . 04015 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 56 of 60 #es-936 120 D 7.0 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 IJITH SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS Table Lla: Use this table for the following headers Table Llb: Use this table for the following headers 3x8 Alum Header Double 3x8 Alum Header Double 2x6.5 Alum Header Double Steel C Beam Single Steel C Beam Seismic Size Requirements Table L2a Table L2b 3x8 Alum Header Double 3x8 Alum Header Double 2x6.5 Alum Header Double Steel C Beam Single Steel C Beam Post Height (ft) Required 8'9' 10' 11' 12' 8' 9' 10' 11'Wind Number Wind Exposure B Wind Exposure C Speed of Posts MAXIMUM TRIBUTARY WIDTH ALLOWED 85 mph 2 or 3 10'7' 4'2' 0' 8'5' 3' 0' 4 15'12' 8' 4' 1' 14' 9'6' 2' 5 15'15'12' 7'3' 15'13' 9' 4' 6 15'15'15'10'5' 15'15'12' 6' 7 15'15'15'13'6' 15'15'14' 8' 90 mph 2 or 3 10'7' 4' 2'0' 8'6' 3' 1' 4 15'12' 8' 4' 1' 13'10' 6' 4' 5 15'15'12' 7'3' 15'14' 9' 6' 6 15'15'15'10'5' 15'15'12' 8' 7 15'15'15'13'6' 15'15'15'10' 95 mph 2 or 3 10'7' 4' 2'0' 7'5' 3' 1' 4 15'12' 8' 4' 1' 12' 9'6' 3' 5 15'15'12' 7'3' 15'12' 8' 5' 6 15'15'15'10'5' 15'15'11' 7' 7 15'15'15'13'6' 15'15'14' 9' 100 mph 2 or 3 10'6' 4' 1'0' 6'4' 2' 1' 4 15'11' 7' 3' 0' 10' 7'5' 2' 5 15'15'10' 6'2' 14'10' 7' 4' 6 15'15'14' 8'3' 15'14' 9' 6' 7 15'15'15'11'5' 15'15'12' 7' 105 mph 2 or 3 8' 5' 2' 0' 0' 5'3' 2' 0' 4 13'9' 5'2' 0' 9'6' 3' 1' 5 15'13' 8' 4' 0' 12' 9'5' 2' 6 15'15'11' 5'1' 15'11'7' 4' 7 15'15'14' 7'1' 15'14' 9' 5' 110 mph 2 or 3 7' 4' 1' 0' 0' 4' 3'1' 0' 4 11'7' 4' 0'0' 7'5' 2' 0' 5 15'10' 6' 2' 0' 10' 7'4' 1' 6 15'14' 8' 3' 0' 14' 9'5' 2' 7 15'15'10' 4'0' 15'11' 7' 3' 7 NOV 5 i Amerimax Building Product Carl Putnam, 5208 Tennyson Parkway 3441 Ivylink I Plano, Texas 75024 Lynchburg, I \S OF CAL\€/ ICC ESR 1398 (2009 IBCprO,11¥201'f rf 14.1/ VU * Post Height (ft)Size Size 12'Required 8'9' 10'11'12' 8' 9'10'11'12' Ss Allowed SS Allowed Wind Number Wind Exposure B Wind Exposure C (cubic feet)(cubic feet) Speed of Posts MAXIMUM TRIBUTARY WIDTH ALLOWED 20%2030 20%2893 0' 85 mph 2 or 3 15'14'10' 7'4' 1 3 30%1354 30%1929 0' 4 15'15'15'13' 9' 1 , 40%1015 40%1447 0' 5 15'15'15'15'13' 1 1 50%928 *50%1323 1' 6 15'15'15'15'15' 1 1 ' 60%773 " 60%1102 2' 7 15'15'15'15'15' 1 f ' 70%663 70%945 0' 90 mph 2 or 3 15'14'10' 7'4' 1 ! 80%677 80%964 1' 4 15'15'15'13' 9' 1 4 90%602 ***90%857 * 2' 5 15'15'15'15'13' 1 1 ' 100%541 100%772 4' 6 15'15'15'15'15' 1 1 ' 110%537 110%765 5' 7 15'15'15'15'15' 1 1 ' 120%492 120%701 0' 95 mph 2 or 3 15'14'10' 7'4' 1 ' 130%500 130%712 ** 1' 4 15'15'15'13' 9' 1 0 140%464 140%661 2' 5 15'15'15'15'13' 1 ! 150%433 150%617 -* 3' 6 15'15'15'15'15' 1 ! ' 5' 7 15' 15' 15' 15'15' 1 1 ' Directions for using Seismic Table L2a or 1-2b-y.fessiona/xy0' 100 mph 2 or 3 15'13' 9'60 4' 1 i 1.Determine Tributary width 0' 4 15'15'15'11' 7' 1 I 2. Determine width of structure 1' 5 15'15'15'15'11' 1 1 3. Determine height of structure 2' 6 15'15'15'15'15' 1 1 ' 4. Determine number of posts structure has 3' 7 15'15'15'15'15' 1 1 ' 5. Determine Ss for your area (contac 0' 105 mph 2 or 3 14'11' 8'5' 2' 1 i your local building department) **** 0' 4 15'15'13' 9'5' 1 I 6. Choose Table L2a or L2b based on the headei -' 0' 5 15'15'15'13' 8' 1 '7. Determine the maximum size allowed on the c 0' 6 15'15'15'15'11' 1 8. Multiply #1, #2 and #3 and divide by #4 .**** 1' 7 15' 15' 15' 15'14' 1 1 ' 9. If #8 is lower than #7 the structure is OK for seismii V-,»'res-3-01201 - 0' 110 mph 2 or 3 13' 9'6' 3'1' 0' 7' 3' 1 0' 10' 6' 1 0' 14' 8' 1 *no check needed for Patio Covers attached to slab under these conditions 0' 15'11' 1 "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 d for surface **** Ss is the Maximum Considered Earthquake Ground Motion (0.2 sec) 2 mapped on Figures 1613.5(1), 1613.5(3) in the 2009 IBC !012 .****Alternatively, divide by these numbers For 2 post Structures divide by 3 For 3 post Structures divide by 3 P. E.For 4 post Structures divide by 4.5 fA 4503 For all others add 1.5 to number of postsFor 5 post Structures divide by 6 SAV ******Not for use in areas with flat roof snow loads exceeds 30 psf.\26!ES'M5-2009 le 57 of 60 OCT 20 2011 I 5' 11'E I 5' 15' 1 I 5' 15' 1 I 5' 15' 1 I 5' 15' 1 I4' 11' I 5' 15' 1 I 5' 15' 1 I 5' 15' 1 I 5' 15' 1 I 3' 10'7 I5' 15' 1 I 5' 15' 1 I 5' 15' 1 I 5' 15' 1 Il'9' I 5' 14' 1 E 15' 1 I 5' 15' 1 I 5' 15' 1 10' 7' E I 5' 12' 6 i 5' 15' 1 I5', 15' 1 I5' 15' 1 8'6'4 3' 10'7 5' 14' 1, 5' 15' 1 5' 15' 1 Ek.6, €02/ 5'2 4, 9,6' 5' 14' 9' 5' 15' 12 5' 15' 15 6'3' 3' 10' 7' 5' 14' 10 5' 15' 14 5' 15' 15 5'3' 2' 9'6' 5' 13' 9' 3' 15' 12 5' 15' 15 4'2' )' 8'5' 5' 11'8' 5' 14' 10 5' 15' 13 3'1' 6'3' 2' 9'6' 3' 12' 8' 9 14' 10 2 1' 5'2' )' 7'4' 3' 9'5' 3' 12' 7' N 8\1 391 0/106 .C \X 'JI!}1!Mit77Tll!!!1-111, P/2 Panel Span (Pl Kz 0.7 0.98 height factor, Exposure B and C Kzt 1 Topographic factor Kd 0.85 Wind Directionality factor I 1 Importance Factor G 0.85 Gust Factor Cnet 1.2 Net Pressure Coefficent Dead 1 psf Design Design Down Load Up Load Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 (434) 384-2514 carlputnam@comcast.net Wind C&C (psf)(psf) 8 Speed (mph) Exposure qh (psf)(psf)W+W- 85 B 11.0 11.2 12.2 10.6 90 B 12.3 12.6 13.6 12.0 100 B 15.2 15.5 16.5 14.9 ¥ 4/0/0/0/V0,0,0,0,0, Header,vvuvvuvvuvwvvv,105 B 110 B 85 C < Figure 1 90 C Patio Cover Length (L)100 C 105 C 492" 19(44> Spy'35(fl- P.U 8 9 Determine Snow Loads on Existing Structur€ 1 Determine Roof Snow/Live Load, S. See General Note 3. 2 Dead Load = 1 psf 3 Add Dead and Live/Snow Loads, mulitply by half of Panel Wall Load = (D + S) P /2 4 Result is wall load in pounds per linear foot. 110 16.8 17.1 18.1 16.5 11 18.4 18.8 19.8 18.2 15.4 15.7 16.7 15.1 17.3 17.6 18.6 17.0 21.3 21.8 22.8 21.2 23.5 24.0 25.0 23.4 EOFCALROSS' 25.7C 25.8 26.3 27.3 TABLE 1 Combination Loads: Snow + Wind +Dead Loads Wind OCT 20 2011 //R r/r/ A· \\02 60 Ic 211 1.*3 le\/ v \1\A# j Wind Load Live Loads (psf)Ground Snow Loads (psf) Determine Wind Loads on Existing Structur€Speed (mph) Exposure (psf) 10 20 25 30 40 1 Determine Wind Load, W+ or W-. See Table 1 Roof Live /Snow Loads + Dead 11 21 22 26.2 34.6 5 2 Dead Load included in Down and Up loads 85 B 11.2 16.9 24.4 25.2 28.3 34.6 4 3 Mulitply W+ or W- by half of Panel Span 90 B 12.6 17.9 25.4 26.2 29.3 35.6 4 Wall Load =WP/2 100 B 15.5 20.2 277 28.4 31.6 37.9 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 pif (110 mph Exp C, 10" I 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 pif 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 4hirk.WEV NOV 5 2012 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 3 Mulitply C by half of Panel Span Wall Load =CP/2 4 Result is wall load in pounds per linear foot. M6-2009 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 58 of 60 - Y A j Amerimax Structural Properties of Beams, Fascia, Panels and Rafters for Use by Design Professionals Structural Element ASSUMES FULL LATERAL BRACING Max Allowable Max Allowable I for deflection I for deflection Moment (top in Moment (bottom Max 1 (inA4) top in I (in,%4) bottom calcs (inA4) top calcs (inA4) bottom compression in compression Allowable Ftu or Fu Fty or Fy compression in compression in compression in compression (Ibeft)(Ibf*ft)Shear (Ibf)Material E (ksi)(ksi)(ksi) Rafters 0.024"x2"x6.625" Aluminum Rafter 2.283 same 0.032"x2"x6.625" Aluminum Rafter 3.072 same 0.040"x2"x6.625" Aluminum Rafter 3.873 same 0.042"x3"x8" Aluminum Rafter 7.907 same 0.024"x3"x3" Aluminum Rafter 0.445 same 0.040"x3"x3" Aluminum Rafter 0.742 same Solid Panels 0.018"x2.5"x6" Aluminum Panel 0.265 same 0.024"x2.5"x6" Aluminum Panel 0.353 same 0.032"x2.5"x6" Aluminum Panel 0.471 same 0.036"x2.5"x6" Aluminum Panel 0.53 same 0.018"x3.5"x12" Aluminum Panel 0.545 same 0.024"x3.5"x12" Aluminum Panel 0.727 same 0.032"x3.5"x12" Aluminum Panel 0.969 same 0.036"x3.5"x12" Aluminum Panel 1.09 same 0.018"x2.5"x12" Aluminum Panel 0.25 same 0.024"x2.5"x12" Aluminum Panel 0.334 same 0.032"x2.5"x12" Aluminum Panel 0.445 sanne 0.036"x2.5"x12" Aluminum Panel 0.501 same 0.018"x2"x6" Aluminum Panel 0.154 same 0.024"x2"x6" Aluminum Panel 0.205 same 0.032"x2"x6" Aluminum Panel 0.273 same 0.036"x2"x6" Aluminum Panel 0.307 same Aluminum Headers 0.042"x3"x8" Aluminum Headei 7.907 same Double 0.042"x3"x8" Aluminum Headei 15.814 same Double 0.040"x2"x6.625" Aluminum Header 7.746 same Aluminum Fascia California Extruded Fascie 3.09 same Classic Extruded Fascii 6.026 6.026 5.5" Extruded Fascia 3.46 same Alaskan Fascia 3.95 same 4"x3" Ibeam 3.617 same 7"x4" Ibeam 13.857 same Steel Headers 0.041"x3"x3" Steel Cloverlea 0.7723 0.7723 Double 0.041"x3"x3" Steel Cloverlea 1.5446 1.5446 12 Gauge Steel C Bean-12.407 12.407 16 Gauge Steel C Bean-5.768 5.768 Double 12 Gauge Steel C Bearr 24.814 24.814 Double 16 Gauge Steel C Bearr 11.536 11.536 ICC ESR 1398 (2009 IBC) 10/11/2011 Fcy (ksi) 22 22 1.768 1.714 283 278 132 3004H34 10100 32 25 2.872 2.726 515 504 317 3004H34 10100 32 25 6/10/%,Al / 3.873 3.873 823 801 627 3004H34 10100 32 25 7.907 7.907 1061 1038 609 3004H34 10100 32 25 0.445 0.329 124 122 339 3004H34 10100 32 25 0.742 0.742 336 328 1313 3105H25 10100 23 19 OCT 20 2011 0.265 0.235 138 109 221 3004H36 10100 /OFESS#x. 0.353 0.326 212 162 528 3004H34 10100 9%- 0.471 0.471 302 238 974 3004H34 10100 ,(91 1-45 0.53 0.53 346 280 1192 3004H34 10100 0.525 0.539 301 168 85 3004H36 10100 7 ff»-38 0.721 0.727 368 368 202 3004H34 10100 2106**44 10.969 0.969 514 514 479 3004H34 10100 hi / 1.09 1.09 591 591 683 3004H34 10100 4.X V U 0.247 0.24 167 154 284 3004H36 10100 0.334 0.33 286 264 673 3004H36 10100 937' 0.445 0.445 439 411 1485 3004H36 10100 0.501 0.501 467 348 1751 3004H34 10100 0.154 0.143 104 122 374 3004H36 10100 0.205 0.205 163 155 622 3004H34 10100 0.273 0.273 227 224 966 3004H34 10100 0.307 0.307 260 262 1087 3004H34 10100 7.907 7.907 1061 1038 609 3004H34 10100 15.814 15.814 2122 2076 1218 3004H34 10100 7.746 7.746 1646 1602 1254 3004H34 10100 3.09 3.09 1320 1160 4362 6063T6 10100 30 25 6.026 6.026 3088 3129 11686 6061T6 10100 38 35 3.46 3.46 1564 1538 2884 6105T5 10100 38 35 3.95 .3.95 2348 1664 7812 6105T5 10100 38 35 3.617 3.617 2364 2364 2414 6063T6 10100 30 25 13.857 13.857 6495 6495 4991 6105T5 10100 38 35 n/a n/a 1028 1028 6694 ASTM A653 Grade 40 29000 55 40 n/a n/a 2056 2056 13388 ASTM A653 Grade 40 29000 55 40 n/a n/a 7988 7988 12271 ASTM A653 Grade 50 29000 65 50 n/a n/a 3714 3714 2459 ASTM A653 Grade 50 29000 65 50 n/a n/a 15976 15976 24542 ASTM A653 Grade 50 29000 65 50 M7-2009 n/a n/a 7428 7428 4918 ASTM A653 Grade 50 29000 65 50 NOV 5 2012 Page 59 of 60 22 22 17 35 28 25 32 25 22 32 25 22 32 25 22 35 28 25 32 25 22 32 25 22 1 * 32 25 2 35 28 35 28 25 35 28 25 32 25 22 35 28 25 32 25 22 32 25 22 32 25 32 25 32 25 32 25 22 40/99330 h -ree-.. 35 //0// / r P / A /bned ¢ 4 ONA U ·' 16 9/30110 1 \1 CONSTRAINED REQUIRED SLAB AREA PER POST FOOTING SIZE (SQUARE FEET) d (IN)CONCRETE SLAB THICKNESS (IN) 3.5"5.5"7.25"9.25" 20 26 17 13 10 21 31 20 15 12 22 36 23 17 14 23 41 26 20 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 30 98 63 48 - 37 31 110 70 53 0 41 32 122 78 59 E, 46 33 135 86 65 51 34 149 95 72 -1 56 35 164 104 79 36 180 115 87 37 198 126 95OfESS,O/1/A75 38 216 137 104 1/82 m 0 39 236 150 114 /289 40 257 163 124 1 )97 41 279 178 135 ,106 0 BN 3 3 42 303 193 146 --114 43 328 208 15 124 44 354 225 171 \ 134 Registe 45 382 243 185 L 145 0 Ce 46 412 262 199 156 47 443 282 214 168 48 476 303 230 180 2 0 49 511 325 247 193 (I! 101 J 50 547 348 264 207 4\: '993N\9ok iON +749 n VNo ,<4POUS,oissap teu Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 100 OPESS/C Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 C » *I L ©2/1/izm as.-UN -eotES:)/04. .P i r-I I OZOESEE?:< 68 L M8-2009 9ks=SESS=SP- ICC ESR 1398 (2009 IBC) 10/11/2011 Page 60 of 60