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07-0265 Permit Pkg 071207 City of Yelm Community Development Department Building Division Phone: (360)458-8407 Fax: (360)458-3144 Applicant: Name: West Coast Home Improvement Address: 16320 115th Lane SE Property Information: Site Address: 15725 104th Ave. SE Assessor Parcel No. 85840007700 Contractor Information: Name: West Coast Home Improvement Address: 16320 115th Lane SE Contractor License No: WESTCH1027MB Project Information: Project: Prichard Patio Cover Description of Work: 260 sf Patio Cover Sq. Ft. perfloor: (1st) 0 (2nd) 0 Heat Type (Electric, Gas, Other): OTHER Fees City: Yelm Subdivision: Yelm Terra Contact: Stephens, Scott City: Yelm Expires: 07/02/08184 Permit No: BLD-07-0265-YL Issue Date: 07/1212007 (Wo rk must be started within 180 days) Receipt No: 49234 (3rd) 0 Garage 0 Item Item Fee Base Amt Unit Fee Unit Rate Building Permit -Other 57.05 0.00 0.00 0.0000 Building Plan Review 37.08 0.00 0.00 0.0000 TOTAL FEES: $94.13 Phone: 360-786-1111 State: WA Zip 98597 Lot: 77 Phone: 360-786-1111 State: WA Zip: 98597 Business License: 3174.0 Basement 0 No. Units Unit Desc 0.0000 $1,000 0.0000 Applicant's Affadavit: OFFICIAL USE I certify that I have read and examined the information contained within the application and know the same j to be true and correct. I so certify that the proposed structure is in conformity with all applicable City of # Sets of Prints: Yelm regulations inclu those governing zoning and land subdivision, and in addition, all covenants, easements and rests ns of record. If applying as a contractor, I futher certify that I am currently registered in the S of Washington. ~ Final Inspection: Firm By: CITY OF YELM P.O. Box 479 Yelm, WA 98597 360-458-3244 RECEIVED * * ,~ NINETY £OUR DOLLARS & 13 CENTS RECEIVED FROM DATE REC. NO. WEST COAST HODiE5 IMPROVEtiENT 07/12/07 49234 16320 115TH LANE SE YEL11 WA 98597 BUDGETARY PER1{ -~OLb 5 YL RECEIPT No. 4 9 2 3 4 AMOUNT 100.00 CASH 5.87-CASH 94.13 TOTAL REF. NO. CITY OF YELM RESIDENTIAL BUILDING PERMIT APPLICATION FORM R ~~~`~ ~~(~G ;~ Project Address: ~ ~ 70~ ~ Parcel #: I I I ~I 1 5 LUU ~ Subdivision:/ (,,.1 ~-t.,rY~ Lot #:~ Zoning; ~i~~d !~ New Construction u Re-Model / Re-Roof /Addition a Home Occupation S~i~~~n*~~ i_~ Plumbing a Mechanical ~_i Mobile /Manufactured Home Placement ~' Q)k~i1+ 2~~~07~a.at ~ Project Description/Scope of Work: p~ ~. D ~! D v..t. ~ • O T- Project Value:~_rp Oa ' - / Building Area (sq. ft) 1~' Floor t/ 2nd Floor Garage Deck ('~ $C Basement Carport Patio # Bedrooms-/ # Bathrooms- Heating: GAS/OTHER or ELECTRIC (Circle One) Are there any environmentally sensitive areas located on the parcel? If yes, a completed environmental checklist must accompany permit application. PLUMBING CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE # MECHANICAL CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE # Copy of mitigation agreement with Yelm Community Schools, if applicable. I hereby rtHy that the above infor tlon is correct and that the construction on, and the occupancy and the use of the above d cribed property will be 1 ccordance wkh the laws, rules and regulations of the State of Washington and the City of elm. ,~~-O 7 A licant's Signature ate Owner /Contractor /Owner's Agent /Contractor's Agent (Please c le one.) All permits are non-transferable and will expire if work authorized by such permit is not begun within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days ~ tit ~ v-~ v~c...~-rb..- ~ ~G~L a ~ J~Ic~ ~ (- ul~ 105 Yelm Auenue Weat (360) 458-3835 PO Boz 479 (360) 458-3144 FAX Yelm, WA 98597 mmrv.ci.yelm.ua.ue 7~ / f~~_ - - I ~~ s 5 ~ . << i 1 ~~~sS N ~i i :~ -..~-- ~_.f- z... ~v~s~ ~Nv~~e. i ~ ~~,~(Z~ (~' Ix ~v~Cl~~-e e~S -St~ ~ ,r i ~ 7 ~~~ ~~ ~,___ ._.., ------ r f ~.~ ~(I 3 ~~4 S5 yI~ ~~ ~, ~~e ~°' .~- -- ~r~sS ~,~ ~ ~~ .. ..r------~~ i i ~ ~f~~ ~ ~ ~ ~ ~~ ~~~~~ ~~.,~ l ~ S la ~, l,, ~~ z I ~~~ ~ ~f~Ss ~~ ~~ i i~ t ~ 1 ~ ~~~ i I i i ~ -- t~ I , _r .~ _ ~ 3~~ ~1~ P~~~, ~~~.~~-~ ~e 64 ~ -~; ~ / ~S ~c44-~ ~~ S METALS USA: ENGINEERING FOR ALUMINUM PATIO COVERS, CARPORTS AND COMMERCIAL STRUCTURES PAGES DRAWING 1 PAGE WEST01.DWG 1 PAGE WEST02.DWG 5 PAGES WEST03.DWG WEST04.DWG WEST05.DWG WEST06.DWG WEST07.DWG 1 PAGE 1 PAGE SECTION DESCRIPTION STRUCTURAL CONFIGURATIONS GENERAL NOTES COMPONENTSICONNECTION DETAILS s~~ y S2,' iA) L~ ~ ~. _ _ /ll ~~ 4~,tl~~~r 9 4 1.0 PANEL SPANS FOR PATIO AND COMMERCIAL STRUCTURES IN NORMAL AND HIGH WIND AREAS 2.0 CONCP,ETE FOOTING OPTIONS -..._,. ./ NORMAL WIND AREAS 4 PAGES 3.0 POST SPACINGS FOR SOLID PANEL PATIO AND COMMERCIAL COVERS IN NORMAL WIND AREAS USING ALUMINUM HEADEP,S 8 PAGES 4.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN NORMAL WIND AREAS USING STEEL HEADERS HIGH WIND AREAS 4 PAGES 5.0 POST SPACINGS FOR SOLID PANEL PATIO AND COMMERCIAL COVERS IN HIGH WIND AREAS USING ALUMINUM HEADERS 8 PAGES 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN HIGH WIND AREAS USING STEEL HEADERS - 1 PAGE 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES September 2, 2005 ROLL FARMED PANEL PANEL FARMED PANEL PANEL I BEAM pR pTHER STRUCTURAL HEADER MULTISPAN FREESTANDING UNIT a3 POST FREESTANDING SINGLE SPAN COVED. ~ CIRCULAR FppTING ~ o ~. r _ FpsT WIDTH MUST BE AT LEAST d ,• .. CUBIC ~.) ~= ' " -• 75% pF PROJECTIpN FQR ! ,~; , °.~ I ~' •. ~::,•.: SINGLE SPAN ATTACHED .~/ Y FppTING STRUCTURES d /~ / ALL HEADERS MAY ALL PANELS / ~' pVERHANG 30% pF MAY OVERHANG PAST SPACING 30% pF THEiR WIDTH LEDGER BOARD CLEARSPAN ~` ~~~ CUBIC FDQTING 0.5' PER 12' MINIMUM SLpPE MULTIPLE SFAN HEADERS ARE ALLpWED \ PATIp COVERS ARE LIMITED Tp 12' HEIGHT COMMERCIAL COVERS AND PROJECTION CARPORTS ARE LIMITED Tp 18' HEIGHT ~;;~~.: ~ 1 - ~~ .. d I, .;..' ~ ~ I D2 ~/ , ~ ~ t ~r- i,. ATTACHED SINGLE SPAN COVER '~ ' ` d / d MAYBE MULTISPAN SINGLE SPAN 3.5' CGNCRETE fREESTANDWG UNIT ~' SLAB (OPTIDNAL) of _ '~ \- 3.5' CONCRETE ~ ":~;~ SLAB (pPTIDNAL) Ravieiw I h !~ ~ Q w ~r..m M mm S.~ ~ m I ~ ~ 9 u.. am Y ~ ^N Y FFtN-p 5~~ 0 L N~~4 t N7iL fi. ~ ~I e '.fin,`, \ ;~;al,; N_ ~~~ ~+ PUTNaH ENGINEERING •411 IVYLINK P1tCE LYNCHBURG, va 21503 C13<) 381-25t+ CARLPUTNANEaJEL?!;LANET ~~ ~ ~n 9/?J20w ii.aM vESi0l.3VG ~ ICF T PROJECTION 7. Alternate alum. alloys may be substituted for those specified provided t'ney are registered xith the Alum. Assoc, for equal or greater guaranteed TRIB W[DTH TRIB WIDTH TRIBUTARY WIDTH minimum properties CFtu, Fty, Fcy and E). Thickness indicated is bare petal and ~ -`(~- negative tolerance is -5%, 8. Lag screws shall be placed in holes prebared 70% dinm, For concrete block OVERHANG L construction, place masonry anchors in reinforced grouted elements only. 9, A foundation and solids investlgatlon is net necessary unless required by 1802,2.1 through 1802.2.6 of the 2003 IBC, EXISTING STRUCTURE VA 04 10. Drainage which otherwise would go over n public sidewalk shall be collected and diverted under sidewalk 11. Patio Covers may be enclosed with insect screening, approved translucent or transparent plastic not more than 0,125' thick or glass confarning to Chapter 24 of the IBC. Maximum wind speed is 110 mph Exposure C. 12. The roof panels shall have a minimum slope 0.5' per foot. 13. Soil is assumed to be Class 5 of Table 1804.2 of the 2003 IBC. Enteral sliding resistance does increase with depth and posts are considered to be isolated flagpoles as per 1804,3.1, Allowable Foundation Pressure=1500 psf, Lateral Bearing=200 psf/ft.. 14, All steel shall be galvonized or painted one shop coat of rust Inhib(ting primer and one coat of enamel finish cont. Paint inside of all embedded posts from the bottom io 12' above grade, i5. Wind velocity and Snow/Live load is Identified In all of the relevant tables 16. The width of single spun attached structures must be at least 75% of the projection. General Notes 17, Multiple span units are allowed. For attached units one horizontal 1. Structural design per 2003 International Building Code, dimension must be equal to or less than 30' unless additional wind evaluation is Patio Covers ns defined in [BC Appendix I shall be used only provided. There is no restriction on the other horizontal dimension. This for recreational, outdoor living purposes and not as carports, restrktlon relates to the definition of 'a' In ASCE 7-02 Figure 6-2 and 6-3. garages, storage rooms or habitable rooms, Commercial Covers may be used for these purposes. 18. Any unit built in n snow load higher than 30 psf and in Seismic Design Category D, E or F is not permitted w/o additional seismic engineering 2. Fasteners are to be stainless, zinc coated or galy. steep evaluation, - Concrete anchor shall be Installed In accordance with ICBQ E.S. Evaluation Report 4627 or equivalent. 19, All roofs are Class A fire rated. 3. Concrete shall hove a compressive strength, f'c, of 2500 20. All screws are self drilling (SDS) or sheet metal (SMS) and In conformance psi at 28 days. Minimum slab thickness Is 3.5'. No post shall with ICC ER-5202; ER-5623 or equivalent be placed within 2'-6' of a crack or 4' of nn edge or expansion joint. 21. Header splice shall not be located nearer to the end than the first 4, Each application shall show a complete plot plan of the Interior post property and buildings. Circle the post spacing, span, etc.,, in 22. Bolts shall conform to ASTM A-307, the tables that fit that particular job. 23. Drifting snow Is addressed in detail WA53. Sliding snow is beyond the scope 5. Each Instnllatlon shall bear nn identifying decal gluing the of this report. name and address of mfgr., live load, horiz and uplift wind fonds and approval number. 24. When attached to n wooden deck, the maximum dead + live load per post is 750#The maximum connection uplift is 950# for 90 mph winds. Connections are 6. Light gage steel shall be per ASTM A653. Grade wUl be for a maximum patio roof height of 12'. The existing deck structure must be specified under individual details. Thickness is bore steel, adequate to sustain these addittional loads. The structural adequacy of the Negative thickness tolerance is -5'!.. deck is beyond the scope of this report. s'~ e^ 0 ~~~ m ~... m a aw~ ~ h m a 1~`m~nc - ~o ~F~~ ~ N ~v~ ~~"~~ ~~ ~~ ~ PUTNAM ENGAEER]NG 3a4I IVYLINK PLACE LYNCHBIMG, VA 24503 (a3a7 384-2514 CARLPUTNAMEADEL°HIA.NET °'°"'" cNP cock 4 CMP ~ 9/2/2005 ~~ VEST02.OV'u ~ P~ i 2nvT PROJECTION TRIB WIDTH --~- TRIBUTARY WIDTH 2aA0 /\ 0.070 L420~--~ ~ r0~ 0~ / (`0~ 0.500-{ 4000 0.920 0.871-~ 2.0.4\ 3.292 \ ~ /2\.419 I I O 0..0 2.~0 ~.Q30~ 2460 / 0.429 J /~ 0.t• \ ~ 440 oao61 ~ ~ ~f--L-e3o0--t-j~ ~ of /I-3000 oe 6.000 ~ 3'x24' STRiJ~TURAL PANEL 4'x12' STRUCTURAL VEE PANEL 2.5'x6" FLAT PANEL 3004H36 ALUMINUM 3004H36 ALUMINUM 3004H36 ALUMINUM ASTM A-653 GRADE 40 STEEL ASTM A-653 GRADE 40 STEEL N()TES~ 1. FASTEN ALL PANELS TO FASCIA WITH #10 SHEET METAL SCREWS CSMS) DR SELF DRILLING SCREWS (SDS)~ 2. FASTEN ALL PANELS TD C)THER HEADERS WITH #14 SMS OR SDS, 3, 90 MPH EXPOSURE B AND C REQUIRE TWA SCREWS AT THE HEADER AND HANGER PER 12'. 4, 105 MPH EXPOSURE B AND C REQUIRE TWO SCREWS AT THE HEADER AND HANGER PER 12' FOR ALL TRIBUTARY WIDTHS UNDER 8'. ALL TRIB WIDTHS OVER 8' REQUIRE THREE SCREWS PER 12" 4.000-{ raezs {-3A00~ I RO.IaO ~ OA32 ALUM R0380 ~ 0.000 0.043 STEEL 4600 0.125 4' IXi 5' 0.188- - 0'0~ 3A00 13 3.000 JA ~ ~ tz ~ I_0Bi2 3` CLOb'ERLEAF FOST 0,125'X4"x 4" POST 10 4' OR 5' SQUARE 0~075'X3'x3" POST 0.062°X3"x3' MAGNUM POST 3004H36 ALUMINUM 6063T6 ALUMINUM STEEL POSTS ASTM A36 6063T6 ALUMINUM 6063T6 ALUMINUM ASTM A-653 GRADE 40 STEEL jFO.[~"2~ nr0A6I2 r ~ ~-1500 I (1-1.500 O 1.5'"' SQ Tti ILLLN1~ JJP_ti LLOST 14 3004H36 GR 6063T6 ALUMINUM ~--1 CUS I Q075 6410 L-Lt.375 I I _LI O ~-3b50-{ ~6' SMOOTH GUTTER 6063T6 ALUMINUM 0274 x517 °~io--I ~~• 0250 4.100 1299 ~\ 4.060 t6 A 15 3.993 I- 4000 -~ 1,7az f-- ~~ HANGERS FOR 4' PANELS 6063T6 ALUMINUM FAR 4' zA o.4eo~ ~-3.no--~ 6' MAGNUM GUTTER 6063T6 ALUMINUM 3b62~ Q062 3.600}-{ I 3.100 ~ 3100 acsi I ,e V ~ ~-L012 -{4702t- HANGERS FOR 3" PANELS 6063T6 ALUMINUM v 5` MAGNUM GUTTER 6063T6 ALUMINUM ~OASD ra062 L° AWNING RAIL 6063T6 ALUMINUM ~lY Y 7@2 A 0 0 0 0-0 0 2~ ~L' N01 112 9C 5.782 --0.055 T t' MIN tsl2 0 0 0 0 0 0 0 1 ~- 3.442 -{ FASCIA SPLICES MUST BE WITHIN 12' OF A POST. 6' MAGNUM SPLICE 6063T6 ALUMINUM ~ om >= m ~ m~mm ~y,. Fym~ iL ~<~ lV ri~ e 5 m di. F.'~i m n I'~0.0. f%! ~" N ~ M~~ m O2S4h '' \µl. c' ~ i `, A': PUTNAH ENGINEERING :441 IYYLINK Po.ACE LYNCi48LRG. VA 24503 c434J 384-2514 CARLPUTNAH2ADE! PHIANET 5a.~ 4 CMP O+ei M ~ ~' 9/2/?DDS VESt0a0VG ~. NTS I ~ ~ 3oP7 FOUR 318' Hp A z. DGUBLE STEEL C BEA -I 2500 ~-I 0.750 ~' I--3.soo--+ STEEL C BEAMS ARE 12 (0.105'), 14 (0,075') AND 16 (0.060') GAUGE THICKNESS -I 2.500 I- 12A00 t0A00 VA 25 26 6A00 z7 - ~° - M STEEL C BEAMS ASTM A-653 GRADE 50 2-M10 SHS 8 EALH C?1TALT (R-pF PAN TO I-BEf~,TYP. Roll TW 3(9' STS W/ LS' STEEL VASHER 4'ORTIBEPM pNE 3/8' BOLTS rFOR d=31' FppTING I+ TWp 3/8' BOLTS FOR d=39' FOpTING 3'x3' CLGVERLEAF 7UTY BRACKET STEEL PAST .UM IN2 STEEL 34 I BEAM CONNECTIDN I BEAM C(JNNECTI()N 0.125 D.116 ~ 0.759 aa4o Lo.12s 4.0100 ~~ 1 ~-3.000-I 2e 4'x3" I BEAM 6063T6 ALUMINUM ~Ob25 WA 317 3l L200-{-~ -8-0.125 a4ao~ -1ro.lzs 7AO9 ails _ 0.750 A ~-4.D00-~ ~ 29 7'x4' I BEAM 6063T6 ALUMINUM ~-9,375 T 6.625 VA 32 -{L750~- 3/8' BOLTS VA -I IA00 1,000 .}- L000 33 JL00..0 vz• Bar ~ DETAIL ~f8 PLCS) OR WA09 OO 32' Fpt T I BEAN 24' F-R 4' I BEAN 7' & 4' I BEAM SPLICES 6063T6 ALUMINUM LENGTHS ARE F()R FULL MOMENT SPLICES SHEAR SPLICES (WITHIN 2' OF A POST) i~EED ONLY BE 8' LANG, AN ALTERNATE ALLOWABLE CONFIGURATION IS B(JLTS IN A SINGLE LINE O •~ 9 ~~~m ~~mm nN m ZFtmum ~A7NF ~.,9v ~a~ m ~ N~~ ~Zl. ~~/.. l•. ~. ~ PUTNAH ENGINEERING 3441 NYLINK PLACE LYNCHBURG, VA 24503 (434) 394-2514 CARLPUTNAMQADEL?HIA.NET e~ ~ CMP 0..a ~ CHP ~' 912/2005 VEST04.-vG smy NiS Aoq ! 4 afl ~SbH3--{ 0 0 0 23750 N ~~ VA STANDARD BRACKET 35 FOR CLOVERLEAF POSTS 6063 T6 ALUMINUM ~~~ O p p o 0 ~ 0 0 ~ Va O 0.125 O FEAVY DUTY BRACKET ~3~~ FOR CLOVERLEAF POSTS A-653 GRADE 37 STEEL ~5.683~ -1 l.:db ~- ~ ALUM $RACKET D.060~ 0 ni FOR 3' SQUARE ~ I POSTS 606376 VA P I8.250 YA ~ oBRACKETS FT]R 1.5' SD TVIN POSTS 39 0.090 6063 T6 ALUMINUM ~-2,308-- ~-2.375-~ t 2.70"c A z•!UN OA90 ~ 0.060 ALL BRACKET 42 a ~ ^ DIMENSIONS EXCEPT THICKNESS ~L I 'U' BRACKET ARE APPROXIMATE -1 a0 'U' BRACKET 41 FOR CLOVERLEAF POSTS 0.125' STEO. ASTN A653 FOR 3' SQUARE FOSTS ~ 6063 T6 ALUMINUM GRADE ~ ~ 6063 T6 ALUMINUM 0.125' 6C6.T5 ALUA1. 1' DEPENDS ON DETAIL WA50 ~ 2,72' I-- .~ _' U7 N m Io 0.186' . N 4 ' ' I VA 43 5.5' -- ALUM. HEAVY DUTY BRACKET 6063-T6 -SbB3--~ 0 n Al VA G06G a4 STANDARD $RACKET FCR 3' SQUARE POSTS 6063 T6 ALLTI;NL~1 Ii0 18'H EXP d=27' 3/8' BOLTS V/ l3' STEEL 4ASHER 3' POST SCREVS VA35 OR VA39 BOTTOM rHEADER WA20, WA21, WA22 DR WA28 IF POST 3/8'0 STAINLESS STEEL HILTI KVIK Bl$T 3. 1 SLAH HLi1NT UP TO 2S' 110 MPH EXP C ~ MAX FOOTllJG IS d=25' -4' NDJ---I VA 37 CONNECTION OF 3' PASTS TD FASCIA AND SLAB/FG~TING ~~ 3/8' BOLT w/ 1.25' STEEL WASHER 3/8' BOLTS CR~ FCi1R i8 SMS, TVO EACH SIDE, MAX HEIGHT 8' TCP aND 60TTDM CaINCCTDR FDR ALL L[vE/SNDW LDAOS AND vINDS UP TD ll0 MPH EXPOSURE C. 1.5' 6' OR 9' aG3z'x1s'x1s• ALIBI TVIN POST A 6G63T6 BE TVG ONE Rru,w t^ t~ ~-y q 0 }1A y.l >~ `e°1'm~r xx~s a c ~ m ... ~~ma sawawna~ ~ ~n`0m {~„ ~` nm ~,mm N rri a~ ~H ~ ~~;5 m v-~v r ^'^ N G1~ {{ ~ maao~ ~E~ -, 8a.~ ~,t~. ~r ~ PUTNAN ENGINEERING 34a1 IVYLINK PLACE LYNCHBIBiG, VA 24503 (A34) 38a-251a CARLPUTNAMo,40ELPHIP.NEi tre.~ ~ CMP a.b q CNP °di 9/2/2005 tunas vEST04J1vG ~' NTS ~ ~ S of 7 SCROLL PAST DETAIL SEE TABLE CONCRETE OR 7.5 FOR MASONRY ANCHOR FASTENER Seal with permanently flexile 1/4' LAG SCREW SPACING 8 waterprooisealant #10 VOOD SCREW STUD, CONCRETE SIMPSON A34 ANCHOR WA~ASONRY ~2' x 6" Ledger Baord RAFTER r `'~ S1id~ srR~~ P,W0.. HANINGORCIRECT 3/8' LAG SCREW Existin wood f rt 9 SEE NOTE ON arracHntENT ' -®~ 2' thick, 24' PAGE 3 CF 8 • YPE ALUM HANGER S Com letel s P Y eat D,F, Lt ALWAYS USE 3.5' MIN with perrnar~ently Continuous 2` ~t0 SMS flexible3 fascia board•~ " wateraroof ATT ACH WALL HANGER ¢10 w000 ScReN 1/4 LAG i sealant ~ PER DETAIL WA46~ I SCREW 3.2s nin I , r NIN -- srNUCrukaL PANEL Synthetic Slueto a SHEATHIN then nm-swcWroi covaing ' mox. thick} (1 46 LEDGER AND WALL ATTACHMENT TABLE 6.7 SPECFIES THE ALLOWABLE ' ' DISTANCE TO FlRST ROW OF POSTS L va STUCCO ATTACHMENT DETAIL DST 42 WITH LEDGER BOARD ALUMINUM POSTS MUST COMPLY WITH 2D00 ALUM DESIGN MANUAL SECTION 6.6.iC STEEL OR AL MINUM POST .i.•,, ~,~.. -;.. 12` MIN .y,, - { d - ~' .,y 318' BOLT _ TWO 3/8" x 9" STEEL RODS (REBAR) DNE BOLT vA ~ - . OR -80LTS NEAR BOTTOM OF POST. DIAM. (MIN d . 49 d FREESTAN-ING POUR E- FOOTING I va ` 50 W I r-DETAIL WA42 HILTI KWIK BOLT 3 ICC ESR-1385 OR EQUIVALENT REQUIRED FASTENING SPECS FOR SURFACE MOUNT HILTI KWIK EMBED ~dA)( YJ BOLT 3 FINISH DEPTH FOOTING DIAMETER SIZE 6" 3J8" SS 2.5" d= 27" 8" 112" GALV 4.75" d= 32" 9.25" 518" GALV 5.5" d= 37" ReYSione ~" U ~ ~~ ~"O~ */ mNmm ~. ~~m ~ ~yp;~7eW ~FNO ~~ ~ ~ ~'~°. m° a h pp~~ '~ NS6W ~ ~ ~~ ~ aa.. ~ CMP tra er CNP ~ 9/2/2005 ~..,, vESrob,nv, ~' NTS ~ of 7 va 48 NOTCH 1' I Load SIZE N1AX dSTANCE TO FlRST R01'1 OF POSTS 'L" 20psf _ _. 2x4 5-5° 4'-y` ~-8' 1'-3' l7••• _. 2x6 1T-2' .4'-7 £''-8' 0.10' _ 4'•9' 2x8 ~•D' 22=0' 15'-10' 14'-10' 11'•G 25 psf 2x4 5-S' 7 9' e•1' __ D'•10' Q-D' 2x6 13'-8' 1 •3' i •B• 5.4° 3-8" - 2x8 18'-2' 18-4' 15 9' 11.1D' 5.1" 30 psf 2x4 5'-6 3'•0' 1'•8° C-0• 0'-4" Tx6 it'-t' S'•2' 5.1' 4'-1" 7-B' 2x8 15'-9' 14'-10' 1?'•1D' 4'-6" r'-1' dOpA 2xd 3•fp 110' 0'•8' D•2" 1-D" 2x6 T-11Y 5 ~ 4'•7 rT 1-0" 2x8 11'-4' f a 6 &'-~ fi'-T 4 8" 50 psf 2z4 3'•d' 1'•3' D'•< 0'-P Q-2' __. 2x6 5.0' S'•0' 3'•U 1'-T Q-i" _ .. _. 2x8 g-9' T-1 ~ T-1' 4'-t D' 3'-3" 60 ps! 2x4 7-3' 0'-1 G' D'-1' 0' T 1' 0" cx6 ::8' 3' 1" 1'-~" C 1" ~ ?,,."~ '. S' Vi'e' ~~~, ~ 3' x 3' METAL COLUMN TUBE VITH TWO 2' x 6 i/2' ALUMINUM BOX BEAM SIDEPLATES, SHOWN, see NaTe z4 SIDEPLATES MAY BE OMITTED COLUMN CONNECTOR AS REDUIRED BY PLANS TVp-1/4' x 4' EMBEDMENT / LAG SCREV, pNE ON ~ EACH SIDE GF COLUMN. ~ (5' EMBEDMENT REO'D FOR 110 MPH EXP C) Q 0 3' x 3' METAL COLUMN TUDE VITH TVp 2' x 6 l/c' ALUMINUM BOX BEAR SIDEPLATES, SHOVN. SIDEPLATES MAY BE pM[TTED COLUMN CONNECTOR AS REAUIRED BY PLANS TWO S/16' A-307 MOLTS WITH STANDARD VASHERS UNDER BOTH HEAD AND NUi. pNE ON EACH SIDE OF COLUMN. TIMBER FLppR Jp1ST ' T ~ ' OR HEADER A DECKING A 52 51 ATTACHED STRUCTURE POST ATTACHED STRUCTURE POST TO DECKING TO DECK FLOOR JOIST ALTERNATIVE EAVE ATTACHf~iENT EAVE OVERHANG AND 'L' MUST ALSO COMPLY WITH DETAIL WA48 ~ S[DE MOUNT BRACKET S/16' /S1Y A7fi STEEL BttMxET LS 125' VmE -1/~~ ~ ~ eowc (~Fl ALUM ~ PANEL ~ x~usEa tm,.s' eaeo TOP MQ1HT tOr35' SfFEl5 ~EN~ L 2Y B~TTaM ruMT SpFWLL O TOP OR BOTTOM MOUNT BRACKET sa Ex1STiNG EAVE WOOD FRAMING STRUCTURAL PANEL 1" SPACING SCREWS BETWEEN SCREWS LEDGER BOARD MAX "L" FQR BOTTOM MOUNT Wind Load 16" olc 24"olc 90 mph Exp B 13'-5" 7'•7" 90 mph Exp C 5-3" 4'•1" 110 mph Exp B 9'-5' S'~" 110 mph Exp C 4'•5" 3'•9" MAX "L" FOR TOP __. OR ___... __ SI©E MOUNT Live1 TRUSSlRAFTER~ 8s~ow orc s~~clNC ~ Load 16" olc 24"olc 20 11'-3" T-5' 25 10'•9" T.T 30 9'-0" 5-0" 40 __ s'•10" a'-o' __ S0 _ __. 5'•5' 3'-9" nd r ~S'-i' 3_p~, RaaF roof snow food h A 33 \ `PATIO COVER STRUCTURES COMPLYING WITH THIS DETAIL DD NDT REQUIRE ADDITIONAL DRIFTING SN(]W C~NSIDERATIDNS GROUND SNOW MAXIMUM LOAD CPSF) 'h' (IN> 20 17 25 IB 30 c0 40 25 50 30 60 33 Rerisau ~ ~ (} P 4 ~~_5 m„_m ~ ~ ~~mm ~. ~ ~ m ;~ ~ €~~~ rm ~ ~~~` vb ~~~ Ns40. ~~~ ~ ~. ~ ~ ~ 1.0 STRUCTURAL PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 4"x17' Vee Panel 3"x24" Tri Vee Panel 4"x12" Vee Panel (Single Span Only) Viking 2.5"x6" Flat Panel Viking 2.5"x6"Panel (Single Span Only) Live Panel Wind Speed and Exposure Live Panel Wind Speed and Exposure Live Panel Wind Speed and Exposure Live Panel Wind Speed and Exposure Live Panel Wind Speed and Exposure Load Gauge Exposure B Exposure C Load Gauge Exposure B Exposure C Load Gauge Exposure B Exposure C Load Gauge Exposure B Exposure C Load Gauge Exposure B Exposure C (psis (in) 90 110 90 110 (psi (inj 90 110 90 110 (psf) (in) 90 110 90 110 (psf7 (in) 90 110 90 110 (ps>7 (in) 90 110 90 110 20 0.020 10'-8" 10'-8" 10'-8" 10'-8" 20 0.020 9'-6" 9'-6" 9'-6" 9'-6" 20 0.020 12'-6" 12'-6" 12'-6" 11'-4" 20 0.020 9'-11" 9'•11" 9'-11" 8'-1" 20 0.020 12'-5" 10'-0" 11'-1" 8'-1" 0.025 12'-3" 12'-3" 12'-3" 12'-3" 0.025 11'-2" 11'-2" 11'-2" 11'-2" OA25 14'-10" 14'•10" 14'•10" 13'-6" 0.024 11'-5" 11'-5" 11'-5" 10'-1" 0.024 14' 6" 12'-2" 13'-6" 10'-1" 0.032 14'-4" 14'-4" 14'-4" 14'x" 0.032 13'-5" 13'-5" 13'-5" 13'-5" 0.032 1T-9" 1T-9" 1T-9" 16'-5" 0.032 14'-4" 14'-4" 14'-4" 14'-0" 0.032 16'-0" 16'-0" 16'-0" 14'-0" 0.040 16'-9" 16'-9" 16'-9" 16'-9" 0.040 14'-10" 14'-10" 14'-10" 14'-10" 0.040 19'-2" 19'-2" 19'-2" 19'-2" 0.040 1T-2" 1T-2" 1T-2" 1T-2" 0.040 1T ~" 1T-2" 1T 2" 1T-2" Steel 0.018 14'-2" 14'-2" 14'-2" 14'-2" Stee10.018 11'-8" 11'-8" 11'-8" 11' 8" Steel 0.018 14'-5" 14'-5" 14'-5" 14' 5" 25 0.020 9'-8" 9'-8" 9'-8" 8'•1" 25 0.020 12'-2" 10'-0" 11'-1" 8' 1" 25 0.020 10'-5" 10'-5" 10'-5" 10'-5" 25 0.020 9' 3" 9'-3" 9'-3" 9'-3" 25 0.020 12'-3" 12'-3" 12'-3" 11'-4" G.024 11'-1" 11'-1" 11'-1" 10'-1" 0.024 14' 2" i2'-2" 13'-6" 10'-1" 6.025 11'•11" 11'-11" 11'-11" 11'-11" 0.025 10'-11" 10'-11" 10'-11" 10'-11" 0.025 14'-5" 14'-5" 14'•5" 13'-6" G.032 14'-0" 14'-0" 14'-0" 14'-0" 0.032 15'-9" 15'-9" 15'-9" 14'-0" 0.032 14'-0" 14'-0" 14'-0" 14'-0" 0,032 13'-2" 13'-2" 13'-2" 13' ~' 0.032 1T-4" 1T-4" 1T-4" i6'-5" 0.040 16'•9" 16'-9" 16'-9" 16'-9" 0,040 16'-11" 16'-11" 16'•11" 16'-11" 0.040 16'-4" 16'-4" 16'-4" 16'-4" 0.040 14'-7" 14'-7" 14'-7" 14'-7" 0,040 18'-10" 18'-10" 18'-10" 18'-10" 30 0.020 8'-10" 8'-10" 8'-10" 8'-1" 3G 0.020 11'•1" 10'-0" 11'-1" 8'-1" Stee10.018 13'-10" 13'-10" 1:i-10" 13'-10" Stee10.018 11'-5" 11'-5" 11'-5" 11'-5" Stee10.018 14'-0" 14'•0" 14'-0" 14'-0" 0.024 10'•2" 10'-2" 10'-2" 10'-1" 0.024 12'-11" 12'-2" i~-11" 10'-i" 30 0.020 9'-6" 9'-6" 9'-6" 9'-6" 30 0.020 8'-6" 8'-6" 8'-6" 8'-6" 30 0,020 11'-2" 11' 2" 11'-2" 11'-2" 0.032 2'-10'12'-10' 2'-10' 12'-10" 0.032 14'-10" 14'-10" 14'-10" 14' 0" 4.025 10'-11" 10'-11" 10'-11" 10'-11" 0.025 10'-0" 10'-0" 10'-G" 10'-0" 0.025 13'-3" 13'-3" 13'-3" 13'-3" 0.040 15'-5" 15'-5" 15'-5" 15'-5" 0.040 16'-0" 16'-D" 16'-0" 16`-0" 0.032 12'-10" 12'-10" 12'-10" 12'-10" 0.032 12'-0" 12'-0" 12'-0" 12'-0" 0.032 15'-10" 15'-10" 15'-10" 15'-10" 40 0.020 T-8" T-B" T-8" T-8" 40 0.020 9'-8" 9'-8" 9'-8" 8'-1" 0.040 14'-11" 14'-11" 14'-11" 14'-11" 0.040 13'-9" 13'-9" 13'-9" 13'-9" 6.040 1T-10" 1T-10" 1T-10" 1T-1 D" 0.024 8'-10" 8'-10" 8'-10" 8'-1G" 0.024 11'-3" 11'-3" 11'•3" 10'-1" Stee10.018 12'-8" 12'-8" 12'-8" 12'-8" Stee10.018 10'-4" 10'-4" 10'-4" 10'-4" Stee10.018 12'-8" 12'-8" 12'-8" 12'-8" 0.032 11'-2" 11'-2" 11'-2" 11'-2" 0,032 13'-7" 13'-7" 13'-i" 13'-7" 40 0.020 8'-3" 8'-3" 8'-3" 8'-3" 40 0.020 7'-4" T-4" T-4" T-4" 40 0.020 9'-8" 9'-8" 9' 8" 9'-8" 0.040 13'-5" 13'-5" 13'-5" 13'-5" O 040 14' 7" 14' 7" 14'-7" 14'-7" 0.025 9'-6" 9'-6" 9'-6" 9'-6" 0.025 8'-8" 8'-8" 8'-8" 8'-8" 0.025 11'-G" 11'-6" 11'-6" 11'-6" 50 0.020 6'-11" 6'-t 1" 6'-11" 6'-11" 50 0.020 8'-8" 8'-8" 8'-8" 8'-1" 0.032 11'-2" 11'-2" 11'-2" 11'-2" 6.032 10'-5" 10'-5" 10'-5" 10'-5" 0.032 13'-9" 13'-9" 13'-9" 13'-9" 0.024 7'-11" i'-11" T-11" T-11" 0.024 10'-1" 10'-1" 10'-1" 10'-1" 0.640 13'•0" 13'-0" 13'-0" 13'-0" 0.040 12'-2" 12'-2" 12'-2" 12'-2" 0.040 15'-11" 15'-11" 15'•11" 15'-i 1" 0.032 10'-0" 10'-0" 10'-0" 10'-0" 0.032 12'-6" 12'•6" 12'-6" 12'-6" Steel 0.018 10'-8" 10'-8" 10'-8" 10'-8" Stee! 0.018 8'-10" 8'-10" 8'-10" 8'-10" Steel 0.018 10'-8" 10'-8" 10'-8" 10'-8" 0.040 12'-0" 12'-0" 12'-0" 12'-0" 0.040 13'-7" 13'-7" 13'-7" 13'-7" 50 0.020 T-5" T-5" T-5" T-5" 50 0.020 6'-7" 6'-7" 6'-7" 6'-7" 50 0.020 8'-8" 8'-8" 8'-8" 8'-8" 60 0.020 6'-3" 6'•3" 6'-3" 6'-3" 60 0.020 T-11" T-11" T-11" T-11" 0.025 8'-6" 8'•6" 8'-6" 8'-6" 0.025 7'-9" l'-9" 7'-9" 7'-9" 6.025 10'-3" 1G'-3" 10'-3" 10'-3" 0.024 7'-3" 7'-3" 7'-3" 7'-3" 0.024 9'•3" 9'-3" 9'-3" 9' 3" 0.032 10'-0" 10'-0" 10'-D" 10'-0" 0.032 9'-4" 9'-4" 9'-4" 9'-4" 0.032 12'-4" 12'-4" 12'-4" 12'-4" 0.032 9' 2" 9' ~" 9'-2" 9'-2" 0.032 11'-5" 11'-5" 11' S" 11'-5" 0.040 11'-8" 11'-8" 11'-8" 11'-8" 0.040 10'-11" 10'-11" 10'-11" 1D'-11" 0,040 14'-3" 14'-3" 14'-3" 14'-3" 0.040 11'-0" 11'-0" 11'-0" 11' 0" 0.040 12'- 12'-9" 12'-9" 12'-9" Stee10.018 9'-4" 9'-4" 9'-4" 9'-4" Stee10.018 T-9" T-9" T-9" T-9" Stee10.018 9'-4" 9'~" 9'-4" 9'-4" TABLE 1.4 ~~ TA ~- ~;, BLE 1.5 60 0.020 6'9" 6'-9" 6'-9" 6'-9" 60 0.020 6'-0" 6'-0" 6'-0" 6'-0" 60 0.020 T-11" T-11" T-11" T-11' , ti~~~' :rs; ~ 0.025 T-9" T-9" T-9" T-9" 0.025 T 1" T-1" T-1" T-1" O.D25 9'-5" 9'-5" 9'-5" 9'-5" ~ , ::. .~ ~,,. :, 0 032 9'-2" 9'-2" 9'-2" 9'-2" 0.032 8'-0" 8'-6" 8'-6" 8'-6" 0.032 11'-3" 11'-3" 11'-3" 11'-3" .~:: ! `~ ~:~• ~ _.° t . 0.040 _ 10'-8" 10'-8" 10'-8" 10'-8" ~ C.040 10'-0" 10'-0" 10'-0" 10'-0" 0.040 13'-1" 13'-1" 13'-1" 13'-1" ~ „ ~ _. ~ ~ ` ~ ~ ~ Ste ef 0 018 8'-3" 8'-3" 8'-3" 8'-3" Ste e10 018 6'-11" 6'-11" 6'-11" 6'-11" Stee10 018 8'-3" 8'-3" 8'-3" 8'-3" - ~ ~:-~ - ~ ' ' ' ~ . . . ~ TA RS F 1 1 TA BLE 1.2 TABLE 1.3 ~~ _ = ,~', `' `'~~~ ; ~ . ALL PANELS MAY OVERHANG UP TO 30% OF THEIR CLEARSPAN Putnam Engineering ~€~ €J € Lr L? l €V Ci N H lJ 1~ ~ G (~ ~ ~-. '; `• ~ ~ `% ~` ~' ~. ~~~ ^~~ - 3441 Ivylink Place Mesquite, TX 75149 ~°a .~ ' , , , ` ,;~ Lynchburg, VA 24503 (972) 285.8811 ~ ~~ >..f ~ - (4341384-2514 F{972j 882818 ~ ~ ---~ carlputnamanadelphia.net ~"`~ -~ ~' =' ,~~ Page 1 of 27 2.0 CONCRETE FOOTING OPTIONS EQUIVALENT FOOTINGS FOR FREESTAND AND ATTACHED DIAM ETER OF o ^ w z ~°, Z CIRCULAR " z v ~ z ? ° p ~ z FOOTINGS " " (IN) 4" r- - 12 18 2 N p z Z o DE PTH OF 0 ~ ~ ~ CIRCULAR FOOTINGS (IN) 18 18 52 23 13 19 20 61 27 15 20 22 71 31 18 21 23 82 36 20 22 24 94 42 24 23 26 108 48 27 24 27 NIA 54 3 25 29 N1A 61 35 2S 31 NIA. 69 39 27 33 NIA 7 i 44 28 35 NIA 86 49 29 36 N!A 96 54 30 38 NIA 106 60 31 39 NIA 117 66 32 40 NIA 129 72 33 41 NIA 141 79 34 43 NIA 154 87 35 44 NfA 168 95 36 46 NIA NIA 103 37 47 NIA NIA 112 38 48 NIA NIA 121 I HtfLt L 1 For Single Span Attached 90 mph 110 mph Footings Only Trib Exp C Exp C Frost Depth (in) Area Required "d" 18 24 30 36 (sq ft) of Footing (in) d (in) Required Length of Square Footing (in) 20 15 17 20 21 18 16 15 30 17 19 21 23 20 18 16 40 19 21 22 24 21 19 17 50 21 23 23 26 23 20 18 50 22 25 24 28 24 21 20 70 23 26 25 29 26 23 21 80 24 27 26 31 27 24 22 90 25 28 27 33 29 26 23 100 26 29 28 35 30 27 25 110 27 30 29 37 32 29 26 120 27 31 30 39 34 3D 27 130 28 32 31 41 35 32 29 140 29 33 32 43 37 33 30 150 30 33 33 45 39 35 32 160 30 34 34 47 40 36 33 170 31 35 35 49 42 38 35 180 31 35 36 51 44 39 36 190 32 36 37 53 46 41 38 200 33 37 38 55 48 43 39 210 33 37 39 57 50 44 41 220 34 38 :~:~:,»;~'~ `~ 40 60 52 46 42 230 34 38 ~; , ' 41 62 54 48 44 240 35 39 "~"~ ~' 2 64 56 50 45 250 35 40 ... ,~.~ .... .. .......~e~..~... .. 4 43 66 58 51 47 260 36 40 g~(~~~~~ ~~~a~~3~ 44 69 60 53 49 270 36 41 227 South Town East Blvd 45 71 62 55 50 280 36 41 Mesquite, TX 75149 46 74 64 57 52 290 37 42 (972) 285.8811 47 76 66 59 54 300 37 42 F(972)882-8818 48 78 68 61 55 TABLE 2.3 49 81 70 63 57 50 83 72 65 59 Putnam Engineering TABLE 2.2 3441 Ivylink Place Lynchburg, VA 24503 (434) 384-2514 carlputnam(a~adelphia.net 1 ~~~~ ~, ~1i~:~1~'~ t f4~' VVV~~` ~ ~<,, }~~`` =;':- Fage 2 of 27 ~Y1 Fry F~~7•~1 l~rvrv NFV3 ~~3~rvrv Y ry Npp fV N N N N N FV I((VYy fN~1 fl ^1 ~ N ~ JV H N M h N fV IY F3 pJ N O O N ~, f~ N N N ~i r`1. 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G 7q 7J bbl Io F_ '9 Y Zi ~~ i;' b ~q 4 `S °; °' `4 ^' 9 a' 'S N 5 ~ ¢ ~ h .- .- -° ~ br 2T m to ro F. r` (~ i` b b fJ N r - ~ o b ~' 211 in no aJ n {. ~ 7D 2b Q ~ (/) p, ~ ,_ D rc ~ ~ O w o ~ a a a a a a a a a a a < a < < < < < < < < < a < < ¢ < < < a < < a a < < LL J n~ m m w (J W ~ Z FQ.. ~ ~ c2~ .~..11 ~ ~ „ _ in ~ N "- IT N ~ 1r,1 h ~ m 2q T Iv ~ ~ .. ih 'f N v, bl in Ct 1 f`I ~ m }D y ti O < 2 ,.. ~ h io in N 4J a N Ft ry tv F F t+ ~4~CC 7a 2~ "' ifl ~ 'rl f;r N iv 2v F1 iv Q w N 0 LL N W M m~ ~ ~ a ~ N m~ ti n •e rw ^ ~- N M• N W t_ ~ r N In m LL ti n m W~ ~~ :'1 .Y- Yl b f N ~ ~ r= ~ •_ ~' a O ] ~ ma R c'7 J N f N~~11 N N N N N N N N N N u N1 ff~J f~ !(•~fJ N N N N iJ N N N N N fJ N N N N N N Z N R <V IJ N IV N !/ N rl N N N N a r1 vFJ1:11^J SY x{ Rf3h^nr°.'r9'r9KlRF2F°v u u u u u u u u o D u u D D o w m q 3y a, y r 1` q in q I. 'y f, °_ R fv ' ~ ~ ~ Q, in L1 "aJ 5o i. n i- F- ip 2~ < < < < ¢ < < ¢ ¢ < ¢ ¢ •C 6 a •C < 29 ift GI V 'f 'P fat 27 27 ~ N Ft v In ~ m m ~ "• m m°~ 1- 3.0 POST SPACINGS FOR I (POPD I~~TM I ON SLAB I ~LA9 ~~fFTi~ ~ I F 5 dE ICONSRA N I OS 25 4 T-7 A 12.4' C 20 20 21 12 4.5 B'-/' A 11'-7 t' C 21 21 2t 2Z 5 5'-9' A 11'-S C 22 22 ?= Z2 SS 5'•Y A 11'•1' C 22 .- 22 22 8 4'~0 A ta•9' C 22 22 22 22 6.5 a'-5' A 1a-4' C 13 23 n n T 4'-t• A q-I 1' C 23 b n 23 1.5 3'-1a' A q-T D 2] n 23 9 8 3'-' A q-4' D n n 23 27 9 R2' A 8'-9' D b 24 24 24 IO 7.10 A 8.4' D 7/ 2d Z4 24 II r.T A T-11' D 25 25 25 25 12 7~+' A 1'-T D 25 25 ZS 25 '~3 7~7 A 7'J' D 25 25 ZS 15 I ~ Y.0" A 1'-P D 2fi 28 26 iB 4 5$ A ti'-0- l: W to ei ec 5 4'47 A 10.9- C 21 21 21 22 5.5 4'-a' A 10.3' C 21 21 2t 21 6.5 3'-6' A qS" D 22 22 22 22 1 3'3 A q-1' 0 22 ?2 22 i2 9 3'~0' A S~' D ?3 23 23 13 9 2'~S A 8i7 D Ya 23 n 23 10 7.S• A T-T D 24 24 24 24 11 7-.' A i-3' C 24 24 24 24 12 7•G" A 6'•1 t' G 2a 2a 24 74 a5 s-r A 1r•7 c z1 z1 27 n 5 a'-10' A 17-5 C 21 21 21 Z2 5.5 4'-4' A 10-]' C 21 21 21 27 E 4'-0" A 9'-IP C 22 22 22 22 85 3'-8" A ~ q-5 D 22 22 72 i1 1 ]'•S A q-I' D 22 ''-2 22 7.5 3'•7 A S-9' C -71 23 ~ 23 8 3'-P' A 8'-8' D 23 23 23 n 9 . a A 8'D' C 23 23 D `v 70 75^ A TT D 14 2a 24 24 11 2'-7 A T-3' D 24 24 24 24 12 2'•C A 5-1 t' C 24 z4 24 24 13 1'-10 A Sd' _ 25 2i 25 15 UMINUM HEADEP.S IN NORMAL WIND AREAS ~estem ~' Magnum Gutter Fascia o" Smooih Fascia i6G63T6") Westem 6" Magnum Gutter Fasaz Attached Freestanding or Attached Freestanding or TABLE 3.1 Attached Freestznding or Structure Multispan UnBs Structure Alultispan Uniis Structure Multispan Units µA7( MAX PCS i LENGiH MiV( Max POST LENOTN uVE TRI9 MAx POSr AMx WIX PCST LENCTM 'CSi MIN FOOTER 9' I 1C I t1' POSr MN FOOTER 8' I 1P I 17 l^sAC WIDTH POST REQ' POST MIN FOOTER 8' I t0 I 12 >ALWG SIZE CCNSRAINED FOCTEA SPACNG PO SQE CCNSTW11NE0 FOOTER jPSf) (F17 SPACNG FOR SPAC BIZE CON5TRAPffO fCGTER IFr) TYPE 7 "d' 'C 'd IFTJ TYP b' 'd 'd' 'C QN SLAfl SLPB {r'f} 7YP 'd "E' 7 'd' fmi M) linl Ml (ml (tnl (inl Iin) IFO (9t1 (hl (rl Onl 90 MPN ExPO5JRE 3 10.6' C 19 19 - IO 2t t7S C 20 22 23 24 9] 4 7'-0' A 8'$ D 18 19 20 20 la3' C A ZO 20 20 11'$ C 21 22 n 24 4.5 2$ A 8'$ D 18 78 19 20 q-11' C ZO 20 20 29 11'-7 C 21 21 ~ 24 5 2'-5' A T•T D f9 19 79 29 q•T C 11 21 21 21 ta•10' C 2T ~ 2Z 23 5.5 7-7 A T-T D IB 19 :9 20 9'~' C Zi 21 21 21 10.4' C n n 22 n E 2'$ A 5-11' D 19 t9 t9 I9 ff•1' C 22 22 22 22 t0-0' C 22 Z2 12 Y+ 85 ~-10 A B•E' E 20 20 20 211 8'•9' C 22 72 22 22 9'-T C 27 23 23 23 1 t'-S A B-5' E 20 20 20 20 83' C 22 22 22 n 9'•~ C 23 n n 23 7.5 1'-T A B-7 E 20 20 20 20 8'-7 C 22 22 22 22 q$ D 23 23 27 23 8 r'-6' A 8'$ E i0 20 29 20 TA' C n 23 n 23 8'•6' D 34 24 2a 24 9 1'-1" A S-8' E 21 21 17 2t T-/• D Ta ... n 23 8'~0' D 24 24 2R N 10 I'-Y A S-1' E 21 21 2' _. T$ 0 24 2/ 24 2/ T-E' D 24 24 24 I4 11 I'•t• A S4' E 21 21 T 21 S-8' 0 24 2a 24 ?t T•+' 0 25 25 15 25 9DMPH EXPOSUREC 83' D 24 24 24 24 T-t' D 25 25 25 25 W / 3'-0" A ff•C D 18 19 20 27 S•2' 0 25 25 25 25 4.9' D 25 25 Z5 25 4.5 7~E" A 8'-9' 0 !9 19 20 21 B-0' 0 25 ?5 25 25 B'-T' D 28 28 26 28 10'4 C t9 19 t9 20 11'-5 C IO 11 b N q-8' c 20 m I <c 2a la-Ir c ?D z1 2z n 9.4' C 1A A 20 '0 tai' C 21 21 12 2] q-0' C 20 20 20 10 9'-1 i' C 21 21 22 23 B-T C 21 1t 2t 2t 9'-8' C Zt 21 II 23 8'-Y C 7t 1t 2t 1t q-1' C 22 n ~ 71 S-0' C 11 21 Zt 21 a'-9' D 2' 22 4 u T•B' C L e^2 12 *1 8'-8' C 1: 22 I2 Z? TS D 22 22 22 22 8'•7 D 1; 27 n 23 77 D ?~ 71 Z2 22 T-9' D 27 n 27 23 B$' 0 23 23 23 23 T-/' C 23 n 2] 27 8i' 0 n ~ 2] 23 l'-0' D ?a 29 24 N s-r o 23 27 23 U c•E' G 2/ 14 N 24 5'-tC D 24 24 24 2a 6'•5" D 24 24 2/ is 10-0" C 1g t9 t9 20 7T-5' C 30 21 :] N qa' c 2D m 7c za la-n- c zo z1 n ar c m m :c zo 7a-a• c n 11 ~ 23 q-0' C 10 20 7'0 20 q-71' C T1 21 22 n 8-T C 21 21 21 2t 9'$ C 21 21 22 n 8'-3' C tt 27 2t 21 9'-i' C 22 ee 72 21 so' c n 7T 1t ~ e'-a' c .. 2z a 22 74S' C 22 I2 T 12 6'-S D 2: 2'[ c 22 Ts o n 2z z2 n a•-7 c n n n z3 T4Y D 21 ~ 22 ?2 T-9' D 23 23 23 1] a$ D z3 r r 23 rr D n a 2] r_ 5~' G 23 e~ n ?3 T4Y D N 24 1d 74 S-1' D ?3 ~ ., 27 6'-8' D 24 24 2a 2a 5-tC 0 2t 24 24 24 S'9' D 24 ''<4 II 2< 1. CHGOSE FREESiAPIL;lNCi Ulf AlIAl:h117JI'tuL.curt[ ?. CHOOSE PROJECTION, WIDTHAND OVERHANG OF I~YIT 3. DET"cRMINEWINDANDSN00VL0ADOFSTRUCTl1P.ESITE (PATIO UNITS'JSE 10 PSF MW, COMMERCIAL UNITS USE 2CFSF MIN} ,4. CHOOSE A FAN"cL =RCM TABLES 1.1 T01.5 THA i HAS ADEQUATE C~EARSPAN FOP, YOUR NEEDS. 5. DETERMINE TRI&JTARY ~VIGTH FROM TABLE 33 CALCULATE FROM i ~ 16UTARY ~IA3RAM ON WEST02 PAGE 2 OF 8 6. CHOOSE A HEADER FROM TAB! E 3.1 TH4T HAS ADcQUATEPOSTSFACING. ' T. USE THE APFROPRIA-E FOCTER SiCE SHCWN. 5 7-5' A B'•4' D 19 19 19 ZO 55 7.7 A T-11' E 20 20 ZO 20 6 7-0' A T-7' E 20 20 20 20 55 P•70' A T-4' E 20 20 20 20 I'-9" A T$ E ZO i0 20 20 75 ra• A 8'-10' E 2t 21 2t 21 Western ~' M ;rum Gittar Fw„7a mcoih F?scia (~63 61 AC;acrec Frees~zndmg or Attached Feesiandlrg a StmchJre MutispanUnits Structure Multispan'Jnits Mix AuXPCSrLSHGrH uAx wix?osrLEnG;x PDSr MN F00 8' I 15 I 17 POST MN FOOTER 8' I 1a I 17 SPAC;M1G POST SIZF CC46-tAVrEO FOCIER SPACING 512E C01!°TRANEO f~TER IFT) TrPE "C 'G V 'C' (FT) TYP 'd "5' 'R 'c" fm) 6nl Cml fm) Pm I~nl 0n1 rn) Td D 1fl fE t9 19 T•9" D 18 19 21 21 S$ 0 1B IE i8 18 T-4' D t9 19 20 2t S~' D ifl IE i8 Ifi T-7 D t9 19 20 21 6'4' D t9 t9 19 19 S-6' D i9 19 20 ?t 5-10' D 19 19 19 19 S4' D t9 79 ZO 21 5'$ 0 iB I9 to 19 i-7 E 2D 10 ZO 20 S'-S D 19 19 19 19 S-0' E ZO 2D 20 20 i'$ D 7B 19 19 19 5.10' E 10 2p 20 20 5'$ E e0 10 20 20 i'-6' E 20 20 20 20 4'~9' E 20 2C 20 ZO 5~2" E 2t 21 2t 21 Td D 18 18 18 19 T-q' D tE t9 71 2t f$ C 18 id 18 iE "-+" D t9 iB 20 2t 54' D 18 18 18 1E '~0' D 19 79 20 ?1 54' D 79 tS 19 t9 6'~E" 19 19 20 21 5.10' 0 19 19 f8 t9 6'~S 79 79 7G 2t s$ D 19 1s 19 to 5.7 2c zD :>o zo 5-5 D t9 '.S '9 '9 E'~C .C 2D 20 20 S-3' 0 18 'S '9 '9 5-10 E £9 r4 to 2;Z 20 :A iACHEO STRDCNRES ^`Z~, I Ir,p'~ri:i (.t 11r1r. I' _ 5.5' 0' 8.5' T 7.5 8' 8.S q 95' fP 10S 11' 11.5' 7 5S 5 8S T 75 8' 8.5' 9' 9.5' 10 IOS II' 11.5' 77 7 5 3.5 T 7.S 8' 8.5' S 95' to 10.5 i1' i1S 12 12.5' 4• 85 T 7.5 8' 8.5 q 9.5 10 103 11' 11S 17 125 13 5' T TS 8' fly' ff 9.5' 10 1G.5' 11' 11,5' f7 12.5 ta" 13.5' B TS 8' 85 9' 8.5 70 10.5' 11' 11.5' 77 12S IS' t7.5' 14' T 8' O S ff B.5 10 10.5' 1 A 11.5 t2 12S 13' 19.5 11' 14.5 8' 9.S 9' 9S id 10.5' 11' 11.5' 7? 12.5' 13' 11.5 .1' 14.5' t5 9' q 9.5' to 10.5' it' 11.5' 1T 12.5 17 t3.5' t4' 74.5 75 15.5' 10' 96' 70 70.5' 11' 11.5' 17 f25' 13 !35' IC IIS' t5' t5.5' 15 6. FOR SINGLE SPAN ATTACHED UNIT USE THE PCST SF°JWN UPuRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISFAN UNITS USE TABLE 3.4. 9. F ND THE OIC SrACING OR r OF FASTENEP.S FOR ATTACHING TC WALL FROM TABLE 7.5 10. USE THEAFFROPRIATED~ AILS FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN SLAB T, ~ II ERMINE MAXIh1UM SLAB sACdw^ FRGId TABLE 3.1 Si.AB 8. USE THE SMALLER OF THE SLA6 SPACING OR HEADER SPACING SLAB 9. POST'A' MAY BE USED FCR A.LL ATTACI-~D UNITS ON SLA9 SLAB 10. FGLLGb'J 9 AND 10 FROM AEOVE TABLE 3.4 Post Requirements for Freestanding Structures PDSt GescDDtbn MaI POST Height O C43" St9el Overleaf B' E O tZ5'r4"<4" Scuare Alurn 12' F O'SF'k4"~44" S:eel Fast 15' G C'&5'lc`,~"SieelPost .8' H 22T South Town Eas hksquite,TZ Ts149 (912J 285.8811 F(312; 882818 Putnam Engineering .',441 Ivylink Place Lynchburg, VA 24503 (434)384.25t4 cart utnamf~adel hia.net Page d of "c7 ~~"~ ' ~ ?~R`'~'l ~~` l ;~ ~, = ~ ~ -- 1, 4r1 ~ ~' i l~-. c mob ~ ~i9RFSAlYSYSPSRln~FFF RRRi~ nR~Y3n~~FFF RRi~R3RRSYSR R~~FF ;~RZ~fOR1i~YIFSYSiS~FF °N ~ ° ~~ m - j;NZ:~,~ a RI£O~YI~I~~FFRFFFF R~~PS ~~~NARAAFA RiRS~R1R~RRAFFAfd ~fAm~~iSYiFf~WFFF n m v~ - ~tJ~bs AFFRRIBl~l2kFFFFF FFF A R>eICRRFFAFF IIpp mm ~Jpp ((pp u, 1~ FFFANNN rV fvFFNf•l tt~~ 11,~ rr~~ ff~~ ((pp ~~ 11pp II~~ ,V IV NNNIV~tV NNNFIV LL ~ m ~ Q ~1 .O ~i w t .~. m ~ t~ p ..J ~ S O ~ ryJV 4V,, rrpp N N N N N N N N N F N rv N N N N N N N N N N N N N F F N N N N N ili N H N f, N N _ N r, r, N N nJ n, nI n, N N r~ ,~ 1` Q~ ~ d u. 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'~{ (y rCj Z m b ~, pp p pp fryJ ~.I ry N Q O1 R N l•, N N N N N N N N p (C~11 ty (V f, (n~ rv p m R N N N N N N N N N f~ pp pp pp ~~]] rrVV IIC~I~ ((yy N~~ N N N N N N fV N IV nl pp ~I pp (.~ ((yy (~11 CC11 ~~~ N N N IM N N N fV fJ N E ~ ~ VVV (n _ L~~ U U C 1 ~~ b 3 H p p fJ f~ ry (C~~1 ~ W A R N N N N N N N N N N ((' `` VV J°" N N N N nl tJ JJ fJ N N -- N N N N N N N N N rI ^ -- N I I N N N N hl N N N `~ v E r 2 Q iA w ~~~ u u u v u o 0 0 0 0 0 0 0 0^ o 0 0 0 0 0 0 0 0 0^ o 0 o n o 0 o n n o w III w III w w o 0 0^ o n n w w w w w w z ~ t k ~ b t; ~ L ~ b ~ ? y T ' b R E., r7 ~~~ ~ ~ ~4 ' - - - ro ° r` b ~, ~ b ~ ~ (; i; n i` ' R - b R „ `., ~ - t _ i; r.. is i_ M, e p d 3, y F h 1. F (~ ~ Eo N - t i t• m (. i b G` H y n b 4 ~ . y F_ I m ~ ~ q < < 4 < < < < < < < < < < 6 W < < < < < < < < < < < < < C m < < < < < < < < < < < < < V < < ~C 4 4 < < < < 4 4 4 4 W J ~ I y~ W ~ c W °' W ~ . q ~g y~ a z ~ ~q~r_;,~a,t.;nMzar;,r; b7 a i%I r%, h FJ t+ 2~I 7v tv .- o iq§tn F, aL,t; Nto~tni; tq'q a 7%M h 7v F. 2v (v ^ ~ ~ tui~ ~ FQ fnF`,•1' .- t. In 'v, iv t:J • 'A~ % k,l~~lor6,N:- ~f-in ~• ri h O ~ ~ J 1 ~ ~ ~ Y W 4f m ao n ^ °G m ° ~ .- a ^ `C a 4i m ~ n H m m ° .- a ~ ,I{ •1 ~~ of 4i m m r ~ '"" ° _. f a Iv w vn lu '~ n ;~ m rn ° 3 v g 8 R ~ - {,~ 2 p w a ° 1 ~~b s .; n«,RRRRR~~nR° M MM RnMMRR,°,°RtC£~RR~,M~ - M -- MM~~nR R ~°:NMrMMM y i o~ ~~ v ~ ` po ~ b W }J C ti - z v ppI, r~ °°° N N N N N N fV N fWV R n M M M M rr'O, pp OOJJ pp,, mm ° r7 M H N rv N N N N N (V R~ M f) M M M O q U~1,, O ° R N N ~1 N IV fJ rv N fl N M R r', r, M i t $ (` J ~ ll S_~ ~ (~ ~ b =_ U N N N N N F F N F N IV fV R M M fr', 11 M N N N N N F F F F N fJ n R ) J`" N, n W N n (V C ^ F IV (J f~v r~i N° ~ ~j r1 ~~ ~ N b C 8N ~~_„ r~1 4, m NN qq p (V (V fV N N iV F F ~+ f~, JV N R R M M M .Vn, pp,, op ~ m m ~! N N N N N M C, F N m N rrl M M M m M rr:.~I yy11 YYI, pJp ((TT qq pp pp N N N N N N N N F N N rV M M r'1 ~, r, M _ K I~ ~~ Q~ ~~~ U V V O^ 0^ O O W W W W W W W W W U V U^^^^ O O W LLI W W W W W W W ^^ O O O W W W W W IL W W r~ LL ,. u 'v y C ~ ~~~~ p ~ 6 ~ tn5.FJ1.hIb,:rF~A,lv'ryi;,blq N ~'-7n m F~ Y b fo ~ v, '4, v Y ~ i-, H tv N - b - ^ _ In 2ntyt.t4tnCt§lyty tq t;,?tgtyf'-v, :o r F^ b b .n v, a M N iv !I _ ~ ._ ^ ^ .- ~ Fvtq? ~~ fp LJi4:- ,~i'~ 7 ~ MF~ q 6o i~ ~ '° `~ `^ _ _ a rl M 7v iv ^ r c c - .- .- .. .- - ^ ~ t^, 8~ C C ~~~ ~. fl, p ~. N N N N N C, N N nr01 N N N N N N N N N I.1 N• N N N N N N N N N ~+ a sl a u Fl N N lV N f! d N IV N fV IV (V ' u ~ 1 ^ w c -W ~V1 rr~~ (~1 - - fv ' n N N N N N N N N nl N N N C b C ~ a Z? E ~ (V ry ry fJ ry ry ry N N N N N N N Ia" N N N N ~fD• N N _ _ _ N N N rv N N N N N N N N N N N N ~I N f N JV N N N N ~ 4 m g ~ ~, N j a ~ _ b ~ pp pp ~V (V ~y (V N N N N N N N N N N N n N N h JmV ~ r I ~y ~r~ ~ lJ fV C! fV rv a i+ N ~ l~~r tW~I f~ N r°V IV N N f N N - ry ~ nr N fl N V N nl N N n, N N nl ° !°" ° C l1 ~ ro e YI (U ~ `- U ~ p~o ~ b C LL UI p fJ ~y fV t~ 4, ~J, ~ 0 (V M N N N fV fJ C, N N N N N N N p ry ~.I ~.I ~+, 4, Q r~ ,p w CI rv N N C, fV N N N N N N N N N rV IV p p (~~ ry C rrI 4~ I(~ 4~ Ut ~ N fV ~`1 F'1 N fV N (~ ~ N VI N tV IV N IV I" j ~ N Q cn ~ o~ m m m u v u o v o 0 o u u o 0 0 0^ m m m u u a u u u o o u^ o^^ n^ u u u u u u u u u o^ o^^^ o^^ ~ v ~ a C~I//11 ~ ~ ~ ~ ~ ~ ~l o in tv t? t; >v ~ [n = ~o b ; ti R 'n ~ fi I~n +n u, ~ b ~ m io fi ° N !n q hr tq y FI o t. q tv ~ 14 ~ 9' A b, in m 6~ m >r ~ f. f. ti ;o b to Ip in ° - i ~ bl m ~ o C q1 tv t,1 5, 4, Ml t, t- 7v d, (p ° aa, b, io So b b ~a i_ F` t` F in to ii. G, ~n •_ > tU 7 N - b t ~ , ^ . L ~ 1") I- QN Z7 a ~ ~ 6 < < < < < < < 4 < 6 ~C < < a < Q K f < < ` < < K < Q G < < < < < < < < < < < < 6 < < 6 < < 6 < < < < ~c. ~ W J to .~ rc m U m ~ m ~ Q (ZUZ(Z7~ C ~ W ~ in '~ N SI Yl T iV N N q tJ ~ W ~ O F N ~ G1 ~+ n ;= q ~ y ~ t ti ~' F tv iv iv U1 ~ O ty q to iv bl .n ~ I; rv ~ N' t;, ~ b, tY i- a 4, 4, -r a . rl h r t'y I . 7•, ,_ ~ z ~ < a L. a 7v tv io ~ 4, ~ ~ ~ n ~ n ' N F m f; h v N tl1 O to x w Iii ~. L 7 m ~ [~`` ~ ~ ^ ^ M 4, b n ,n ~F ~ N ~ In (U !- ~ m lT ~ ~ (~ ~ ~ .~ b n ~ .n _ O ~ 41 M W n W O, .- .- .- .. . 2 yl J . ,. ~„~, ee4~turc ena oATtn eNn CtkAMERCIAL GONERS USING ALUMINUM HEADERS IN NORMAL WIND AREAS Western 4'k3" I Beam wescem r xy ~ uenut TABLE 3.6 Attac!Ied Freestanding c+ Attzched reestanding or SVucture MultisFan Uni[s Structure Muttispan UnRs LIVE lRle IAAx POST MPX MAX FDST LENOTH MAX i MAX P05T LENDTH MIN FOOTER 1Z I 75 I 18 LOAD WIDTH POST REOC POST MlN FOOTER 8' I :G' I iT PCS F R rPSF; (FTI SPALIIVG FOR SPACI POST 512E CONSTRAINED FOOTER SPA„7NG OOTE PC i 9QE CON5TRNF£O ' ' ' ' NSUB SUB IPf) TYPE 'd 7 'C 'C lFn d d 7 TYPE V O rm) Iln) iinl Ibi !hl (mI t~ On) MI L5 4 T.z A 10'-t' C 19 20 22 27 18'-7 0 Z3 26 w s 4.5 6'-1' A 5-9' C 20 20 21 72 1T$ D 24 18 30 3t 5 5'-9" A 5-7 C 20 ZO 21 ?2 16-10' 0 24 28 79 31 5.5 S-Z A 9'-T C Zt 21 2i 22 164' 0 25 28 i9 71 6 C-9' A 5-10' C 21 Z! 21 22 15'-11' D ZS 27 29 70 6.5 4'•5' A e•-r C 21 27 21 22 t5'43' E 26 21 Z4 30 7 a'.1" A 5-5' C ~ 22 22 22 15'.1• E ?6 27 °A 30 7i T-iff A b'd' C 22 22 22 12 la'•9' E 27 27 29 30 8 3'-T A 8'-0' ~ 22 72 22 22 N'S E 21 27 Z6 30 9 )'-Y A T'•9' C 23 23 23 23 13'-11' E ZS 28 28 29 10 2-17 A T-5' D 23 ?3 ~ 2' 13'5' E 29 ~ 29 29 t t A T-]' 0 Z4 N 24 14 .3'4 E 29 29 29 29 12 7-i' A 7'-0' 0 24 24 '<4 24 12'8 E 30 30 30 70 13 2'-Z A 5-17 D 25 25 25 25 12'-4' F ]0 'A 30 ]0 i4 2'-7 A 8.7' D ~ 25 25 25 170' F 3; 71 3; 11 45 5.-4• A 5.7' C 19 20 27 12 18-6' D I Z3 28 29 31 5 f4D' A 8'-70' C ~ 37 21 22 15'11' D 24 2i 29 37 c 25 2T 29 3a SS 3V• A b'-T C 20 20 21 li 15'-5" 6 d'-0' A 6'-~ C 21 21 11 2^_ 15'47 E 25 27 29 3D 2+ I4'-T E 25 27 28 30 d.5 3'-d' A b'-!' C 21 21 Z1 ~ 3'.y A 7-11' C 21 21 2t 21 14'-3' E 26 27 28 30 7S 7-Z A i'•9' C 22 22 22 22 I3'-71' E 25 2i 28 Z9 8 3-0' A 7'•7' D 22 ~ 11 13'-8' E 27 27 28 29 9 2-8' A T-3' D U Y-t Ya 27 13'•Y E 27 2T ~ 25 10 7-5' A T-0' C Z3 ~ Z7 23 17-6' E 28 26 2a 29 it 7-r A b'-W D 24 2a 2a 24 12.1' F 29 29 ~ 29 72 Y-7 ? 5.6' D 2a 24 N Za 7t'aG' ~ ~ ~ ~ _.... x { 6~. A 9.6' C 19 20 2i 22 1T-1' D 23 28 20 31 4.5 S, A 5-"_' C 19 20 21 22 i5-"i 0 YS 28 29 31 5 4'.10' R b'~iG^ C 20 20 21 22 iS-tt' D 24 2T 29 ^~ 55 i-0' A 8-T C 20 20 21 22 i5->' E 15 Z/ 29 a0 t5-0' E 25 r 29 3D 6 4'If P. B'-4' C 2t 17 21 22 - ,< 27 2a 79 6.5 T-8' P 8-I' C 2t it 2t 21 iK-T c .. 7 78' A T~It" C 2t ~ 2t Y. tP'-7 E 26 27 28 30 i.5 7-7 A 7.9' C L 22 22 22 17-t1' E 2fi D 28 ZS 9 7'4 A i-T D 22 27 .. 22 t7~!• E Z7 27 28 29 g r.8 A T-3' D 23 ^-] 27 .- 17-2 E 27 27 2b 29 le r-s• A rte' D zl n z3 z7 17-8- E 2a 2e 26 2s 2i 24 '<'-3' F 29 29 29 29 It 2'•~ A 5.70' D 24 2a t2 T4T A 8$ 0 24 Za ?a 24 ti'~t0' f 29 5 29 29 13 T-1Y A 84 D 24 24 24 24 1041' f 29 25 29 ~ u t'A" A 5-0" C 24 2a 24 N 10'•7 F 29 ti 29 29 1. CH(XaarKt:Jl~IVUUVV~n.n~~n~~~~~~~~.~~ - 2. CHC0.~E FRCdECTIGN, WiDTH AND OVERHANG OF UDlIT 3. DETERMINE WIND AND SNOW LGAD OF STRUCTURE SITE - ~PATIC UNITS GSE 10 PSF MIN, COMMERCIAL UNffS USE 2~SF MIN) ~. CHCCSE A FADIEL FRGM TABLE51.1 TG 1 S THAT HAS - ACF_CUATE CLEARSPAN FOR YCUR NEEDS. 5. DETERUINETRIBUTA°,Y NlIDi~ FROM TABLE 3.7 "' CALCUL=,TE FROM TRIBUTARY DIAGRAM ON WEST02 PAGE 2 OF 8 6. Ci-iOCSEA H1~D~t FROM TABLE 3.6 THAT HAS ADEQUATE POST SPACING 7. USE THE APmOFRIATE R00 i ER S17E SHOWN. UUeste m 4`x3" ~ Eea m Western Tke" ~ Deam TABLE 3.6 Attached reestan Ing a Attached Freestanding or SWcture Muftispan U'nBs Structure MDIBSpan Units LNE TRIG MAX PCST MAX MAx PCST LENGTH ' MAX MAX POST LENGTH POST MN f00iER t2 I 1S I 18 L WIDTH POST RECD POST MIN FOOtE I 12 8 I f0 ( IFT) PAC FOR FACT POST SRE EO WOTER SPACI PO t S¢E CON9TRAPEC f00TER ' ' ON SU SUB IFn TYPE 'Y 'C 'd b' C b (. iJ TYP 'd V fr•1 en) lm) fin) (ctl Cm) MI (a+l fn) wmm ww„ ' T fi" D li 7A T3 17 7T•g E 21 26 26 Z9 66 4 4.5 7-0 7.8' A A • T-a' 0 Ib 19 20 21 73'-3" E 22 2B 28 29 5 7-5' A T-1' D 18 19 20 21 17.9" E 22 26 27 29 5.5 7.2' A 8-70' D 19 19 N 2t 17.4' F 23 2d 27 19 6 7-0' A 5•T D 19 19 18 ZC 'Y{T 23 K 27 Z8 6.5 1'•10' A 6-t' D 19 19 19 ZG 11'-. F 23 25 27 28 ' 7 1'-9' A 5.9' D 19 1A 19 ZO 10'-4" F 23 25 28 2 : 7.5 1'-7 A S-3' C 19 19 19 19 8-8' F 23 2a 26 27 g t•S' A 1'-t1' 0 19 19 19 19 9-1' E 23 24 25 26 9 I'-4" A 4'-S 0 19 1B 19 19 84' F ZJ Z3 25 28 t0 t'S' A 3+11' D 19 79 19 19 T•3' F 2] 23 ?4 25 ti P.t' A Z-T 0 59 19 78 '~9 8-T 23 23 23 W 67+rl E XPOSUR EC 60 4 )'47 A T-b' D 17 t9 37 2t 13'-P' E 21 26 28 _~ a.5 2'~H" A Td' D 18 79 20 21 I1'4` E Z2 2E 28 =: 5 2'-5" A T-I' D 18 19 21 2t 12'-9" E 22 26 27 77 5.5 Y•2" A 6.7P D 19 19 A 21 i7.4' Z3 2fi 17 _- fi 2'-0' A 6-T 0 19 1B 19 20 17-0' f 23 Z6 ?' 2s fis rao' a 5-r D 19 79 19 zo 1r.r F 27 2s z7 zs 7 1'-9" A 5'-3' D 16 19 19 20 10'-4' f 27 25 2b 27 LS 1'-i A 5'-3" D 79 19 19 19 9'-6' F ~ 24 26 27 8 7'-6' A {'-tt" D 19 79 19 19 9'-7' F 13 24 25 26 Dypy. TABLE ).7 TRIBUTARY WIOTH9 fOP, SWGLE SPAN ATTACHED STRUCNREb Mi°!r PftOJECTIONOf SNOLE 3PANS7UCTUAEB IFTI Fn 17 II' 1: tT 14' 15 16 11' 18 19 20' Z1' 27 s 5 ' I 0' 4' l5 S 3.5' S 8S i' 7.5 8' 8.S A' 9.5' 10 105' ii' I' 5'~ 5 85' T TS b' a.5' 9 95 18 10.5' It' i1.5' 5 5 5 a . . 5' S.5 5 bS T 7.5 6' a5 5 95' IO 109' fl' 71.5 17 ' ' }' 12.5 12 S.5' 8 6.5' 7 7S 6' 8.5 5 9.S 10 10.5' 1t' +7.5 ' a' 8 8.5' T 7S' 8' 88 9' 9S f0 105' 11' IIS 12 125 13 5' 65' T ZS 8 8.5 5 9.5 10 10.5 11' t1.5' 72 12.5' 1)' 13.5 8' T 75' 8 85 5 95' 1C IDS 11' 11.5' 17 175 13' 135' 14' ' 15 8' 8.5' S 95 10 tp.5' 11' 115' 17 12.5' A' 17S' u' '4.5 ' 8' 8' bS' S 95' iG f0.5' 71' 115 1T 72.5' 18 13.S 14' 14.5 15 ' 5' 10' 10.5' iT Ii.S 17 12S 1a 13.5' fa• U.S 15' 75.5' 85 5 9 9 m . r oa tn' to 5' 11' 1',5' IT 175' t7 12.5' iP 14.5' i5 15.S 15_ 8. FOR SINGLE SPAN ATTACHED UNIT U~ THE POST SHOUlN JPGRACE THE POST IF THE HEIG'r.T IS NOT SUFRCIEIJT FREESTANDING AND MULTiSFAPI UNI i S USE TABLE 3.9. 9. FIND THE O)C SFAGNG DR # OF FAS"ENERS FGR ATTACHIIJG TO WALL FROM TABLE 7.5 10. 'JSE -HE APPROPFIATE DETAIL S FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN SLAB T. DETERMINe" MAXIMUM SL4c SPACING FROW TABLE 3.6 SLAB 8. l.~E THE SMALLER OF THE SlA.B SPACING CP, HEADER SPACING SLAB 9. FOST'A' MAY BE USED FOR ALL ATTAGHED UNITS ON SLAB SLA818. FOLLOW 9 AND 1q FROM ABOVE TABLE 3.9 Post Requirements for Freestanding Structures Pos! Descnohon Maz ?eight 0.643" Steel Clowrleat 6 E 0.125"a4'`4'SquarE,4lum t?' F I).12b'k4''xd' Steel Posi 15' G L tE~E•ks'x5° St°N Post t8' H Putnam Engineering 3441 hrylink Place L;mchburg, UA 24563 434i 1384-2514 ca rlputna m~adelphi:.net Page 6 of 27 r' ~~/, t ~~v~ fir. i :Jllt ~~ S~ ;~' ,\~ A ~-+'.' 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'o :o !~ ~ •_ to to 41 "v+ u. .n V N tr N N N N N N N N N N N N N N VIRMrv R R F;RRIYNrIV7JRRYiV> ~Fry1RfiVVf R t3 }3RRFMM1++1V,~ry~~YJY3~J J N N N R R N R N N N M ~l N N N N N u o u V V V V V o 0 0 0 0 0 0 0 0 0 Y N iv § !q ? b~l aT fi Jo iM1 h h m N b ~ N N. N N fV "I N N N N N IN N N N N N fV N N N N N fJ ~ nl N N N f` N N N N N N ~ ~ W I ~ ry N N N N N fJ ry N rl cl /•! ~ N N N N .JN~~ ~~nfJ yy11 ~~nJ1 ~~((ff 1~ ~1~ mm Qm~ R N N N N N N N fV f~V IV N N N N 14 fV N u^ U^^^ n^ u^ w w ul w w w w w < < a < < < < < < a •c a < < < < a < ~IybJ'r~v~bl ~i~~i-- ~~7 ~_ ,~ ~ In ~~ In m n n. m of ° N V- O IT a 3.0 POST SPACINGS FOR PA TABLE 4.1 TIO AN 5tea15' D GOMMEKGIAL wvetca umtvo C oeam (t=0 105") -. Atiachec Freesandir~ or r,wmu.um nra.u~na ... L....~.v,~ ..,,..• ..,.~+- Steel 5' C Beam (t--0.015"1 StE~I 5' C am (t=QO6D") Attached Freesanding or Attached Frees;anding a TABLE 4.1 Structure MuGisoan Unds n Unit a Multis S Steel 6" C Beam jt~ Attached Struaure .105") Freescandlrg or Muttiscan Units Steep ~ C Beam (t=0 ACacned Strucicre G i S') Fraertanang cr MuYispan Units taH 6' C Beam (h0.060 AttaDned Frees>ardirtg Dr 5lrtldure MclSspan Uniis Structure Multlspan Units ure pa s tru r'1 PCSr L 7 X PCSr iFNGT!t M rAA% MAY POST LENGM 4W( MAX PCST'.FJICTH LNE TRIG NA)( PC57 MAX MAX P;ST LENGTH MAX LIAX POST LEFA Tr1 ANM M4X E G N LI'F_ TRIG Al4X POS M4X A R R' I IV I 17 POST MM f00TER E' I t0' I 1T LOAD WIDTH POS f00T T I POS• MIN :DOTER 8' I 10 I IT P0.R b4r FOOTER 8 I fa' I 77 POST MN FOOTER d' I 1C I 17 LOAD VYDiH POST REO'D POSE MIN f00TER 8' I 1C I t7 M N E PGS I F T R C P NG PJ 7 ~ FOOTER ^ N F lE RAYiE ^FOOTER SPACRIGP SIZE CONS CNSTFUPiEO FOOTER S Z SPACWGP S¢E COriSTRABJEO FOOTER SPACIriG PO SIZE CONSTRAINED FOOTER (PSF) 1~ SPACO4G fOR SPACI SIZE CCr45rRM E EO OQ „ SP , 5 3 C S W4e D r • IPSFJ (F`I 6PADBJG fOR SPPLIN POSE I E C TYPE 'd •? 'd 'd' ON SUB SU8 Ff ' ' ' ' (~ ttP 'd 'd 'd 'd (F'I) TYPE 'd 'd 'd' 'd' (fr) vP 'd '6' 7 'd ON SLAB 5U8 (Fr1 TYPE 'd 'd 'd 'd ) d ( d d iF"1 TYPE d l lint f>n) ItN (~) (h) ilnl fm) (FT) M Iln) (nl itN fnl lhl fn) IM) ln) (h) In7 (n N4 (~ Ilnl (~) (>nl (~) 1 On 1AW FYMGI IRF A 1 T•? A 1T-0' C n 25 28 20 77.4' C 2t 23 25 26 17'3' C 20 23 2a 25 4,5 6.4' A 75'-10' 0 Ti 25 26 21 12-iP C 12 27 25 Z6 10.7' C ?0 22 n ~ 5 5'-T A 7S-a' 0 24 2a ZB P !7-? C 22 27 24 25 1e-0' C 27 Zi Z3 2a 5.5 5'-? A ti'•P D "</ Z4 25 Zd 71'-0' C 22 n N 25 9'•T C 2t ZZ n 2{ 6 4'-B' A h-A" D 24 24 25 26 t0'£ C 22 22 n N 8'-8' C 21 21 22 23 6.5 4'•5' A t3'-4' D 25 "+5 23 2fi iG-i' C n 23 n 24 6=Y C 21 21 Z~ ~ 7 4'•1' A IT•7' 0 25 75 ZS 15 S-9' C n n 23 2l T-ti' C 21 2t. 22 23 7.5 3'•1P A 11'•70' D 25 25 25 25 9.5' C 2] n n 2/ T-B' C 22 22 22 n 9 7-T A 11'$ 0 25 25 25 75 9'•1' D n n Z3 24 7'-5' C 21 II 22 T[ 0 3'-? A td-IP D 26 26 28 28 8-f' D 23 27 27 Z3 811' C 22 12 ~ 22 10 7-IP A 10'-]" E 26 Z8 26 i8 T-8' 0 24 21 24 24 8•? C 22 2? ~ 22 tt 2•T A 9.9' E 27 27 27 27 T3' ~ 24 14 N 2i S~tP C n 22 ~, 22 t2 7-4' A 9-a• E r, n 17 27 T-7 0 24 24 Z4 24 S•T C 27 27 23 23 t] 7-Y A 8'-6' E .. 27 27 21 6'-8' D 25 25 25 2S 5'r• C n 27 23 ~ 14 7-P A 8-? E ?7 27 Z7 27 8.1' 0 25 >S 25 ."~. E'-I' D 13 27 23 Z7 .. ..... _... ~ „ „ „ ]7 5'.10' D 25 I5 25 25 4'J' c n 23 n ?3 3D + R'•0' A 15'-T D 22 24 28 2T 17•a C 21 Z3 24 29 ivw ~ In . ca <, 45 3~4' A 14='a' D 22 21 25 28 tt'-? C 27 Z~ 24 25 9.8" C 20 22 23 24 5 4-10' A !3'-9' D +_1 24 25 28 17-T C 21 ?2 23 25 d'-8' C 20 21 22 T 5.5 4'r' A t3'-t' 0 n ?3 25 Z6 17-t' C 27 22 73 i4 8-3' C n 2t 22 -- fi 4'A' A 17.7 D 27 23 2a i5 9-9' C 22 22 23 2/ TaP C 20 27 72 _- db ~-fi' A tt'-8' D 24 24 24 'S 9'•3' D 22 22 23 24 Tfi C 20 ZO 22 <- 7 'a S' A it'•T D 24 24 b 25 8'-t° 0 <. I2 P. n T-3' C ?t 2t 21 .- 7.5 7-? A tD•7P D 24 24 24 25 8'-7 D 2? 22 22 n 5-71' L 21 21 2> .- 8 3'-0' A 18S E 14 24 2a 24 T-10' D +~ 22 22 n o6r• C 21 ?t 27 ~2 9 T-8' A 9-i t' E 25 25 25 25 T-5 D 23 n 23 n 5'-71' C 21 2I 2t 2i t0 7~5' A 9'-5' E 15 25 25 25 T?7 D 23 n n ~ 5.7' C 21 2' 21 21 t1 7•Y 0. 7-6' a 25 25 25 ~ 8-B' D 23 n 23 n 5'3' C 22 .. 22 73 ;2 T4Y A 8'-t' E 28 28 26 26 64T D 23 27 23 b i-0' D 22 -- 22 22 + 6•D' A $'-T 0 22 24 16 27 12'•5 C 21 23 24 ltd tui ~ Iv <: <-, .+ i5 5'•+' A U'-3' D -. Z4 25 28 it'•Y C 2t L Za 25 9-8' C 20 22 n 24 5 d'-1C' A 13'-9' D n Z4 2S 26 1D-~ C 21 22 23 25 8A' C 2D 21 22 23 5,5 i'r' A t3'>' D 23 <"'!. 2S 76 70'•I' C 21 22 23 24 a-3' C 20 +_t v n fi 4'-0' A t7-? D 27 23 24 ZS 5$ C ~' 22 23 24 T-tP C 27 -. 2? 27 5.S 3'•8' R tt'id' D 2+ 24 14 25 9'-T 0 22 ZZ Z3 24 T~ C 2D 20 72 Z! 7 7-s' A it'•3' D 24 Z4 Z+ 2i 8'-i t' D Zi 22' 22 w T-3' C 2t 2'. 21 75 ?'-T A 1D-10' D 21 24 23 •13 8'-T' D 12 22 a"2 n d=t t' C 21 2t 21 22 8 7-0' + 10'-8' E l+ 24 2+ N T-10' D 22 :2 72 w 6-4' C 21 21 21 21 9 T•8' A 9'~it' 23 25 25 25 R5' D .. 23 23 n 5~~1T C 21 _, 21 21 t0 A 3.5" E 25 25 25 25 '~P ?7 21 <- i'. 5'-T C ^! 21 21 ?t 71 T•r A d'$ E .. ~ 25 23 8'•5 0 n 23 23 .. S-3' C Z.' ~' 22 ~ 12 a'-0' A 8-t' E 20 <"8 2fi 26 S~P 0 ?3 Z3 23 n 5"7' D 22 22 e"2 '^ 13 t'•tP A T-1P E 26 +"6 28 26 SS' D 2+ 24 2a 24 d'-S C 2'2 '2 22 ~ !4 1'-a' A T-6' 26 26 26 26 5.5 C 24 24 Z4 .+ 4'3' D ~? ?t 71 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CfiOG`SE FREESTANDING OR ATTACHcr, SRLCTLRE 2 Cr~OSE PRGJECTiON,'JtAGTH AND GVERHANG GF UNiT 3. DETERMLNE WIND ANC SNOW LOAD OF STRUCTURE S;TE (PATIO UNITS USE 1p PSF MIN, COMMERCIAL UNITS USE 2CPS"r MIN) •4. CHOGSE A PMlEL FROM TABLES 1.1 i 0 t.5 T!-lp' SAS ADECUATE CLEARSPAN FOR YWR NEEDS 5. DETERMINE TRIBUTARY WIDTH FROM TABLE42 CALCULATE FROM TRIBUTARY DIAGRAPA CIV WE5T02 PAGE 2 OF 8 -8. CHOOSE A HEAkR FRGM TABLE 4.1 THAT'•iAS AGECUP.TE POST SPACING. 7. USE THE APPP^PRIATE FOOTER SiLE S'~t0`MN, i 3'-0' A 18.8' 0 I9 22 n 25 8'~P D IE 21 22 n d-s' C 16 ai 27 22 4.i 7-6' A 18-P E ZO ZZ 23 2/ Td' 0 18 2l 22 b 8-0' C 17 19 20 2' 5 2-5' A 9'A' E ~ 21 n 24 T-7" D IE n Zt 22 5d' C !7 75 70 2' i3 7•? A B'•T E 20 2t 22 n 8.9" D 19 n 21 22 5•i' C .7 19 29 2'~ d 2-0' A B'•i' E M 21 2I n 6'•1" 0 19 19 A 21 5 ;' G 77 19 20 ZO 6.5 1'•iP A T•ti' E 21 21 ?2 n 5'•iP 0 79 19 31 21 4'•T C 17 tE 19 20 7 1'-9' A T-T E 21 2t 22 n i'•T' D 19 I9 3T 21 4'-5" D IE 18 19 20 7.i t'-^ A T-4' E 21 21 P 22 5'-S' D 19 19 Za 21 /'•]' D 18 18 t9 20 9 t'•8' A T-1' E 21 21 2t 22 5'-7 D t9 t0 19 21 4'-0' 0 18 76 19 I9 9 t'r' A 8-B' E 22 ZI h 2' 4'•7• C t9 19 19 A 3.9' 0 t8 tE IB IP t0 1'-? A 8'-P E 22 2: 22 22 t'J" E 2D 20 39 20 3-d' D td t8 tE t9 it 1'~1' A 5-d' E 22 +. n 22 4'~t" E 2D 20 20 A 3'•'a' D 18 tE 'S 20 4.5 7-6' A 1O•I I' E 20 ?2 24 ?5 T•F D 18 20 22 D v'-0' C I7 14 1C' 21 5 2.5' A 10'5" E It v .+ 24 T•7" D t8 m 21 n 5'•d' C I7 1A 20 21 i5 1-Y A 9'•tt^ E 2' L' 27 24 6'~9' 0 t9 20 2I 22 5.4' C 17 19 20 2t 8 7-0' A 5-6' E 2t ,,, n 24 6~t" D 19 19 c] 2t -1' D 17 19 20 20 i5 t'•1P A B•8' E 2t ?' ._ 23 5'-10' D 79 19 A 2i 78 L 20 7 1'A' A 8.4' E 22 22 22 n 5'~T' 0 19 19 20 , 4'49 q 0 ~ 18 1A 1E 75 T-T A 8'-0' E 22 21 22 23 5'-5' 0 i9 19 76 4'-}' 4' to 20 O ' 4.5 ' 5 ' 5.5' 8 ' fi.5' T ' 1.5' 8' 8 SS 8b' B B' B 5 9.5 70' 10 70 5' 1D.: It' 1P9 11 ` -~ f~:;.-s- ~ I S 5.5 S &5 T 7.5 . . . ~ ~ ~;,t;ltlti! ~ ~ 7 i5' 8 B.5 T 7.5' $ 8.5 ' 9 ' 9.5' ' tO ' 10.5' ' 11' ' tLS 17 ~ ' ~f ~\rl r. ~ih t'\~ \ .y / ~I ~ t /" 3' a' 8 i5' BS T T 7.5' 7.5' S 8 d.5' 6.5' 4 9 9.S 9.5 1V IO 1DS 10.5 11' 1t 11.5 11.5 12 17 125 125 17 ~ -- ,~ j ,~y I!i,A 1`•t ~ „~y~ ` 5 7 L5 B' 8.5' 9 9.5' tD 19S 1T I7.5' 12' 11.5' 73' 135 B o w--•: y V~_8! 3 7.5' B' E.5' 9' 9.5 10' I0.5' t t' 11 S 12 125' 77 13 5 l+' T d' d.8 B' 9.5' 70' ID.5 11' its' tr 125' t3' 17.5 a tab' d' ES 9 9.5" 10' 10.5 II' Itb' 77 125 73' 13.5 74' 749 IS' C~.`;:'I; l~- ~ 9' 9 9.a tG' 10.5 IP 1!.5 ti 12.5 IT 77.5' iC 14.5 13' 75S tC 9.5 - IO 10.5' ft' iL5 !2' 125' 7T 135 14' 745 15 75b' lo" TABLE 4.4 Post Requirements for Freestandina_ Structures Fit D~igt~n Max Heght F057 QD43" St>~ Cia:erieat 8' E S 125°za5~4° Square Alum 17 F J 133 ~4`x~" Steel Post 15 G J ? d3'z~ k5"Seel ~t 1L" H M ~(~~~ ~~~~ ~~~~~C~S' 227 South Town East 81vd Mesquite, 7"n 75149 (972) 285.8811 F(972) 882.8818 8. FOR SINGLE SPAN ATTACHED UNIT USE THE ?DST SHOWN UPGRADE LHE POST IF THE HEIGHT IS NCT SUFFICIENT FREESANCIN'G ANC MULT'SPati UNITS USE TABLE 4.4. 9. FiNC LHE 0!C S?ACING OR k CF FASTENERS FOR ATTA%NING TO'P/ALL FROM TABLE 1.5 10. USE THEAPPR.OPRIATECETAILS FOR PATIO SLABS FOLLOW 1S FROM ABOVE THEN SLAB T. DETERMINE MAX;MUM SLOB SPACING FROM TABLE 4.1 SLAB B. USE THE SMAU GR OF THv SLAB SPACIiJG OR h'EACER SPACNG SLAB 9. PCST'A' MAY 6E USED FOR ALL ATTACHED UNITS ON S!AB SLAB 10. FOLLOW 9 AND 10 FROM A80VE Putnam Engineering 3441 Ivylink Place Lynchhurg, VA 245D3 (43413&1.2514 carlputrtam(dadelphia. rtet Page B Dt 2T UaJ ~ F b ~ ~(1 y~ ~ f~ ~.I 1V (~ N f~`J N N N (~ N N CI C1 N N N (V f ~ (y ~Y f J ~fai N N N (+V N M tV N N N l~~ ! .1~a-~~~r !~i l ~(I y~ 1 I.~ -- wV IV ('I <V f~ FY fV ~'J <V (v ~ f ff pp ~ ~ 1_ ^ 1,, ^ W }J C J~1 ~1 ryry N (mv N N N N <V N N N N N (~I N 1n {{yy ~ N N N N N fV N N N N N N N ' ~~ "I~ N N N fJ J S~ R fV N N N N fl b C C N ~ Z ~- I' , '' \ ~ :v L: S - ~ ` > ` ~ ~ ~ Fa ~ ~D E ((~~ ((~~ ((yy ry(y ry(V ryJy ry N iV (V fV (V 1V N N <V fl N N rv II~n ~I ~1 ~J ry1V ryry N N N N N N lV N N fl V M /C yypp~+ \`\ ~ ~~ ~ ryIy ry1V _ OO pp pp CC~1 CC~~ N N N fV fl ~1 N <•I N (v fl N lV j . `^ ~ ~ fT) U ~ N r y v U W p 7 'o _ m - O w m P ("J fV R fV N N N fV ('V (v rv W VI V O^ O H~ O f L_ ; M .- V N N ~ . ` _ _{ { t '' ` . U ._, 111. ~ f' i. K ~ m m ^I of al m w 01 w OI P R V - _ . m - .tf ~v ~ ~ ~ U U U U U 0 0 0 0^^^ p 0 U U U U U p 0^ 0 0 / ~J J ~ ~ ~ it y (, § vl y ~ !q H b b, F; f4 f;' ` ~ !~ r: f7 Y - is m ~ ~ >D is e < i` f li i t ~(S i ~' ~ '~D'b ` L7 ~ ~ 6 s; § b m v, M ,n S4 yr R `° t` v O a4 LL b fi A i F, ~ b to to r v o ° ` M _ uF ~ S 1- N ~a ` 1~ 1p m U~ ry N ~~ ry (.j (y (y ~ ry ry ry N N ry N t~ N fl ~ N n ~ N f I N M N N N 1 N N~~ N N N P< R ~'1 rv N N V N N N m N IV N N fV N N N N F1 ~ W C ~'O ~ F b z b C 1^~ ~p yy~1 III 11~~11 f~ N ry N JV N N N N N N fV nl N N N f1 (~1 (~1 N N~ N N N N N R N N N N ' In N IlV fV N N N NCR R R p R q (1 ( ~: r R R r V >v R iv F1 fs in c a N L7 11 J J ~~UVpJj N `1 ~~ ~ r0 ~ C m In In t~ f'~ F1 ~1 (V N N rv N R R (V (V M (V i~ fV rv m Y1 ~1 ~+1 r~ N rv N N N N rv N f1 N N N N N ~l1 (n (rI ry {~I 1~ (.I f~ (V [y N N N N N N CI N f~ fV (V fV fV y~ f~ (n fV f N (Y hl R F1 FJ f:l S~ R >;1 i~ - _ - t1 ~ U E b L~ 6 8~~ 5 ry ry IV ~I 1n N N (NV N N N N N N 1V N R M N ( (V ry ry f1 f1 N ~~I fY fV fl N N N R CV fV N N N f1 [4 (~ r1 N N N N N N N N N N N N N p p 1y ry N f'1 N IV h C1 N M N N fNl (V R ( U U U LL ///N111 !n 1; Q W ~~~ O O O O O O O W W W W W W W p D p p O p O LLI W W W W UI lu O^^ O W W W W W W W W IU ^ Ll O O W W W W W W W UI W b ~~~ a y i q b ~ N§ F. h R! l t; f v m in N m i^ ~ l : in a m ~ y f 4, i f S' ~~ nq t; F? i- F 7 f; F+ f ±' is m is m r. h m to 41 N N ~ o O 1~~ R I i ~ t y h. t o r~ r~~ P I ~ bl 7n ao fio t~ f~ '^ b, i v F; i n ~;§ f; F v m ° 7il 7r :u m f~ ~ r~ 1ma 7a ul rn p S a ~ n a n , a r„ m V LLrc _ ti 1; ~ .5 ' y o pp f~j Y1 N rv R1 Cmi N N N N N N N N p p~ p~ m {p m I~ 1v M M f`I fJ N N IV N fV N N fV 1V M p~ p1 pI n ~n (V N N fmY N ('~V rv N eV rv N N N I v N' N N (V N N N fV (V (V N N I'1 U t(. -. c C b OL I F b=~ C m~ 1. 1. 1p ~ ry N ry ry (V fV N N N 1V nl N N N ~ N N N N N N rl N t•1 N N h fl N m y1 H h N N N N N IiaV fV fJ N N N rp ~p ea f N N fJ IN N N N rv N N N 1V V 1~ ~ L~ 7 8 ~ ra 41 C {p m p N N N N N N N~~ (V (V N N rv ~~pp mm N N N (V N N N fV iJ N N N N eepp V~ U~(II '~ fV (J N N N N N N N (V N fV ~. mm VV~1 F N N IV 1V N' N N N rl N N N lL `L (~17) L ~ ~ 0 W b ~ (~1 III ~ I~ p ~ In 1. N N fV fp`1 fV IV f`I {V (J fl (V ('J fV N ~ (`I IV N N N IYV N N N N N N N N (y ~n (~ ~(1 N R hl IV f~V N (V fp`1 fa`1 f~Y IV N N (V f~ (V f( (J N N fl N N <V ~I N CI N U ~ ~~ O h I .j ~ "' ~ W W 111 W W W W UI LLI W IL LL LL LL W W Ill W W W W W W W U. LL u. W IL IIl W W LLI UI LL LL LL LL LL II. III W W UI W W W LL LL U. LL LL LL o ~ ~ ~ :_ ~ ~ § y zn r ~ ~' 4 r^ o ~ 4 in § i ~ h ° ~ § ;~ >? F, ' r b b ~ b b ~' y b? ~ b ° rll M r` ''1 iv •n - - ~ -n r ~ t- b ~ +Yil o ~ i; ~ QI O < do H ~ v n M hl a w fi ro v .- ~ ~ .- .- ~ F. m ~ _ - . ~ W O ~ < < < < t 4 d 4 < < 4 < 6 < a < a 4 < < < < < < < < < < < < a < < < < < < < < < < < K < a < < < 4 < < < < < r ~ N ~ ~ W f7 I; >:+ L~ in t~ to i~ b R. fey o iq q i~ 7n k~ ~o. I, ,~q h § in F^ 14 7 ~ ~ °V '~ ^, !v FI rv tv b F' ~ =r N 3~pi ^p ~ tv N N .- ~ .- •- f' t" N ° f7 ,I' y rv ~ ~ ii m f, M .n N 2~I N Iv rv 1 N 'a h Fi in iv N N i ~ N g m~~ ~ Y v m a m^ w^ .- ~ M W ~ ,v w m o m n ~ m w° .- ' g K v m m n r a0 O1 °- ^J ~ ~ ut ,n vl vl a, o ~ N ui '° m " r` m Y ^ 7 ~ a J O ~ ° $~ b i b m b R~~ b {Z }~ iq ~[ tJ ~ ~ k 4 ~~p ~ LL ~~ b z b ~ ~ ~ U W W {{~~,, Q ~ Y s~~ r ~ S ~( N Sy^ 7d o ~y N iV N N rv N N N N N N N N N N l4 ry~ ry N V N N N N N N N N (V N N R R R ro~~ R R R R r r~ ~l "~ N N N N h N N N rv N N N N N N N U U U U U U U V U U U U V V U U N o b el al m m 1. f. A is m N M~~OO,MOOMgqSwt~pi°1p91YSIRaapR~ R ~M in n e+l 1n ry N (V Nm CI N tV 1O~ ~p Mp n M H N m 1a~~0 mpp Nm Nmm t~~`ppI pNJ~ Nww ~ M M M i~l NI M rv N N N fV rv N N N M~ fl ~ M M O O O O U W W W W LLl W W W W W W p ~'+ ~ ~ ~ ~ t` is in n § b t C < < < < < < < < < d < d a a a a r~ w~ ~~~ royN ti r.. b 4! m ~ ~ ~ i~r%! ~. iv t•I N M N m~ n~ m w° ~~ ~ ~ vJ m ry ry }v 'ry IF("j~ ~j IV rV IV (N~ fV N N N N N N N N N N N II.mV~ tNf NI fI~V N N N (Y ,Nf N rv N N N (~.J 1N11 f{fN~1 f'1 fN11 1N~ N N IV tV N tV N ry f~l <V R 1y ry R N R H N rv N N N U U U U U U U U U U U U U U V V t,yR~f^~~~fi~t~I~zvb~N r N ~ b b ~ b G; 1` ~ ;~ in ~1 fN'1 M M (h M !°'I !'1 ~ N N M (n M t~l h M M ~ M1 p MI M t'1 N N N N N N 1^ I'1 tO7 (~1 n M M fV f+ W N W r N n Nqq N (n M f1 e^opn M M in j fml N N N N ,(aV N (mv N N M M~ f(1 M M M ^ O O p 0^ W W W W W W W W UI W W LL a s a~ a a a a<< a a<¢<<<< m F. N fo .n in a> 'v m ~ i~ tv N "N N F1 h m w '? ~ M v va m r a Y N~ m~ n INn ~faV N N N N (Nryry (~M1II N!1 ~I N N (V (V f( N Ci fV fV N N N N (V R N N N N M N N N N a~~a~RRR^RrnrNNN U U U U U U U U U U p U p^ 0^^ r` _ ~ yl' :o t` i~ to b in 'n K R1 ~ ~ ~ pNpp 11 ry iv ~pcppJ N[J N yN) N N N N r Npp Np CJ yN N N N N n (`I f`I eNp N f~`.J. rv N N (v N ~ fy1~ ,JN~ INn INn N ,Irv IN (mV l~~pV fmv fV-=N N N rl N fV (V fi N N 1`I '(aV 1D`I <V N (^'! N N [I p p 0^ 0 0^^^ p W W LLI UJ LLI W hI M F; to f4 ~ i- fv Fq § >5' h~ R "' :- '° 41 ~ .. ~ N r~ ~ b A b, i0 eJ r- i, to M 17 11 N1 M M f7 N N (V T ITj fl n~ r M «pp1~J .°n (°n 1~i ~ ~i (°, rv r ~wv Pv1 ~u 1~pi rip ~ n n (rpJ N N !m'J !N~ Nm NNp pNp (N~~ N N tpp) Mop M M M N fV N. 1~ N. N N N N f`! N N M 1n ii M rl W W W W W W W W W 111 W W W W IL LL LL iq >J b n R bn, io FI q b a ~ ~ b! ~ to F .n iti ~ .- .- b b ~ << a<<< a< a a<< s a s a a y of F~ !n - ° 'n rv '? F. V r to vJ .n a ~ FJ in iv tv i hl N m m w m N Y C •~ v ~ m m ~ ~ ~ ~ ~ ti N O m d R Q O Jh 3.0 P0.5T SYAL:IY4G5 hVK r'A TABLE 4.6 LyE rate !MX POS LOAD 'MOTH POSE REOD Ip5F1 {fT1 SPACING FOR CN SLAB SLAB IF1 1 W Rn Stec 70 MAX COST SPACING iFTt u ~tmmcn~u~~ ~~•~~+ ~~, .~ '^<? 5' C Beam t=Q 1 d5") Adached Frastanang or SD.'ciJ2 Multispan Unds MaJC POST .~dK~TH MM FCOTER B I 1D I 1T POST SIZE CCNSTPAINED FOOTER i'!PE 7 'C' 'G "E' Ihl Ent Cm1 {hl w~,~»:.~ Seel t0 MA% POSr SPAC IFn ,,, ,:~~~~: • 'x?.5" C B2= Attach~J Stnlcture MW FOGTER SIZE TYPE 'd' Qn) - ~~• ~•_......._ ....._ m (t=0 Gi5") Freesranaing or MDltispan Units MAY post LENGiF1 b' I IO' I 17 CONSTRwEC FOOTER N 'C 7 lml MI ~1 ...~._ `Rea 1G' MAIf ~ POST SPACING iFT) "c3.5' C bea Attacn~ StrDdure MFl FOO7ER P 5¢E ttP Y (inl m ~t~.0~") Freest2ndBtg a MultisDan UnRs MAx P0.ST LENGTH e' I IU I 1Y CON6TRAJNEG fCOfER V '? 'G Cnl lnl 0n) TABLE d.6 U4E TRIG Mg47r POST '_OAD V1167H POST E7 {PSF) (prl SPACING FOR IXJSUB SLAB 1~ Steel 70 MAx POSi SPAC Im1 "tL3.5" C Bea Attached Structure NPJ FOOTER PO S¢E TWE '~ lm1 m (f=0 tc;5") Freestznaing or Mt:l4soan Urlits NU(POSr LENGTH 8' I 10 I t7 CONSTAAP~ED FOOTER 'f "d' ~' f~l fhI (N Seel t O NAx P05r SPACNG {Fn X3.~ C Beam AttaoneG Sructure MIN FOOTER POST 5¢E TYPE 'd' lint (t=7A75") Freestanding or Muttispan Unns MAX POS7 LENC?H b' I t0' I 1Y CCN'TRAiNED FOOTER 'd 'C 'd fv0 Ilnl 6n1 peel t0 MA1( P05r SPACRIG 1Fi1 'z3 5' C 8?zm (t--0-05;"? AttaGned Freestanding or Sructure Muitlspan Units 4WX POSrLB•1GIH MN FOCTER 9' I 10 I 72 Po S¢E C`NSTPNNED FOOTER "a' '4' '4" 'd' MI fm1 Itnt fnl 2' N 4 ~' ~' V ~Z' •`V A 2/'-6' 0 26 30 37 ~ 18'•1' 0 23 28 29 30 13'-I1' C 21 26 Zi 29 43 5 6'•a' 5'•9" A A 22-6' 20'•B' E E 26 A 29 2S 31 30 72 31 !6'•i IS'~T D D 23 24 27 2E 28 28 30 29 tY~IP t7-0' C C 22 22 ^S 2E 27 26 2B 2T 5.6 5'-7 A t9'•1P E 27 28 30 31 I4'-S D 24 28 26 29 11'-2' C 22 24 29 27 6 4'•a A 19-0' E 27 28 29 31 I3'-9" D 24 28 I7 29 10S C 21 "a1 25 27 6S 4'-S A 18'-3' i> 28 ~ 31 13'~+' C 25 25 27 28 B•11' C 22 21 2fi T 7.5 B 9 10 sf +'-t' 3'-f 0' T-T 7'•2" 2-10' 7-)' A A A A A A 1T-T 1T-0' i5'4' 14'•8' 1?'•77' 13'•3' E E E = E E 2B ffi 28 28 29 29 1B 28 2e 23 29 29 29 29 2a 28 29 29 30 30 29 29 29 2a t2'•5' 17.0' II'J' 10'-z a-0' 9'+7 0 0 D 0 D D 25 25 25 25 25 25 25 ." 25 25 25 ?e 2i 26 M 75 25 26 28 20 27 Zfi 28 2fi 9'•5' 5-11' 3'-fi C 7'fi" 7'~S" 5-t0' C C C D 0 23 23 23 23 23 N 23 Z3 7! 23. 23 24 ZS 24 24 la ZJ ?4 2fi E6 25 25 24 2a 72 7-4" A IT-0' E 29 29 29 29 Sh E 26 16 26 2e 6'J" D 24 N 2a 21 t3 2-2' A 11'-6' E 30 30 37 30 5-0' E 26 H 26 26 5-IP 0 M 24 1A ?: ;a !6 7.0" 1'4T A A 17'n' 10.8' E F 36 30 50 SO 30 30 30 3D T-T T-3' E E 25 27 78 P i6 2d 27 3'-T i~r D D 24 24 N 24 U 2a 24 24 90 MPH EXPOSURE 8 i6 a a.5 i 5.S B 6-0' 5.4' :=10' a'-a' ( er, A A A A A ~'•'" 20'~t' i9'4' IB'Q' ll'-5' E E E E E 25 'S 25 ?6 28 29 28 28 29 2? 31 30 29 2d 23 32 31 71 31 30 li'6" 1r6' 13'-9' 13'fi 17.5' D 0 D D D 2: 23 23 23 23 27 ~ ?6 Ir 2.5 28 26 27 17 26 29 29 28 2B 28 1T-3' 11'-5' 1D-i 4-IO' 9'-3" C C C C C 20 21 21 2! 21 25 25 24 24 13 27 Z6 25 ?5 25 28 d' 2T 26 26 6.5 T-8' A t5'-tt' E 26 29 2B 1T-10' D 24 i5 26 2i e'6' C 21 23 ?< 25 7 i.5 :-S a ~ A A I5'~a" IC-9' E 'c 26 21 26 27 28 24 29 79 10'•9' 10'-r C D 24 N 21 24 28 25 27 26 8'-a .'-9' C C I2 22 .i 22 2a 24 '•5 25 3 9 IO t t TL+' 2-8' Zfi Z-T P, A A A U~3' 135' IY4' 11'6" c E E ., 2B 26 28 Z7 I8 2B 20 Z7 29 Z! 20 2B 29 28 28 9'10' 9.7 8'•9' S-0' 0 0 E E 21 2/ 26 23 24 24 ~ x 25 ?5 25 x 26 26 25 - T.r Td' 9'~S S-I P C D D D Y! 22 22 22 ~ 22 22 22 7 23 13 22 7a 2a 2a i'S t2 13 2tT I'-10' A A it'-0' 10'6" E F 28 29 ?e Ze ?9 2b ~ T$ T-i' E E ZS 25 L` ^S 15 75 '_5 5'-8' 5~1' D D 27 Z3 2'3 :7 23 23 96 MP1 EXPO9URE C 30 4 "5 5.5 ~ C-C 5'-i' 4'-ttl' 4.4' /'-r A A A A A 2Y~Y' 20'4" 19'-t" 1B'4" 1T~S" 'c "t E E E 25 25 25 2fi 18 29 Z8 28 18 27 7! 30 '9 2A 29 32 31 31 3t 30 IS'6' !4'-E' 13'•S 13'-0' '2'8 0 D 0 D D ZI 23 ?3 23 23 Z7 2E 26 25 8 28 2E 27 l7 26 29 29 2e Z8 28 12.5' 11'•5' 1D-i' B40' ff•T C C ~C C C 20 21 I1 27 27 S 25 24 24 ?; ZI iE 25 ~ ~ ZE -. •r 75 2f 63 l T.S 36' 3'-S 7-? A A A 75'.1;• 75'.r' ta'~S' E E E 26 28 27 2i 25 77 28 28 28 29 29 2,9 11'•10' t8'•9' iCd" 0 0 C 24 24 24 75 - 24 21 26 Z6 25 a. 27 ~ e'6" e'~T T-9' G C Z7 Z ~ 23 ~ 22 24 24 N .- 23 8 9 3-0' 2.5' A A 143" 13'8' E E E7 2d 2T 28 27 29 29 29 9-16' 9-7 D D 11 27 24 24 25 25 26 28 T~4' T-0' C D 72 .. 22 72 ii :a 2a '< 10 tt '2 • Z-5 Z-T 7-r ~. ~~0• 7'-g• F A A P. t2'-t" t!'d' :t•~r' 10'0""~ :0'.t" E E 29 2e ze 29 29 ?e 28 2e 29 19 20 28 zs ?9 29 '_B z9 29 :e 8'6" 8'-G' rd• i-i' 6'~9' F E E E 23 25 zs Y 25 25 S a :E 15 25 25 ~ 25 25 i5 ?J 25 Z5 6~S S-I t' 5$ 5'4' r•9' D 0 D D D 22 ZZ h 27 :~ 22 ~ 23 Ya 23 k 13 ?3 2a - n ?7 rKNFRAI INSTRUCT IONS F OR T HESE T ABLES 1. CH00.5c" FR~STANDkNG OR P.TTACHED STRUCTURE 2. CrCCSE PROJECTILYJ, VJIGTH AND OVERHANG OF UNIT 3. [:cTERMINEWINDANDSNOWLCADOfSTRUCTURESiTE (PATIO UN1T5 USE t0 FSF MI•~~, CGMMERCIAL UNITS ' USE 20PSF MiN) 4. CHOOSE A P.4PfE FP,OM TABLES 1.1 101.5 THAT HAS ' ADECUATE CLEARSPAN FOR YOUP, NEEDS 5. DETERMINE TP,iSUTARY'WIDTH FROM TABLEd.7 CALCULATE FROM TRIBUTARY DIAGRAM CN WE5T02 PAGE 2 OF 8 6. ~100SE A. HEADEP. FROM TABLE 4.6 THAT HAS ADEOUATc POST SP,4CING. 7. USE THE APPROPRIP.TE FCOTER S1E SHONM. W a 3'$ A It'd' E 27 IB ~ 29 10'4Y D t9 24 25 28 T6" C 17 r 23 K IS Y6' A 17'•T E 2] 26 27 ]8 S•3' D 19 23 26 26 T-T 0 18 12 27 24 i Y•5' A 12•IO" E n 25 27 26 5-8' E 20 23 24 25 8'-T D 18 21 77 24 55 Y-2' A II'$ E ?2 25 26 27 5-1' E ZO ?J 21 23 B'-0" D 18 21 22 23 6 T$ A 11'•1' E ?3 24 ~ 27 T-S' E 20 I? N 25 5-T D 78 21 22 27 6S t'-1r A t0$ F 17 29 ~ 2T T•3' E 20 72 27 N S'-7 D 18 20 21 22 7 1'-9' A '0'-r F 23 24 25 26 8'•10' E 20 32 Z7 2a 4.10' D 18 20 21 L TS 1'•T A 9'•10' F 23 24 15 26 6$ E 20 21 23 24 4'-T D 18 20 Zt .7 8 4'$ A 9'-0' F 23 ~ 24 2B 5-7 E 21 21 Z' Z3 4'6" D 18 20 21 s'2 9 i'-4" A 8-a F 2a 24 24 25 5-8' E 21 21 22 27 4'-1' D 19 19 3 21 70 +'4' A 5d F 24 2/ 24 L 5'-T E 27 21 21 12 3'•8" D 19 19 20 21 11 Ia" A T$ F id 2a 24 1 a-iC' E 21 21 21 22 3'•4' D 19 19 IB 2tl 90 MPH IXPOSUAE C S7 / 3'-0" A 15-10' E 22 27 28 29 7A'-C 0 19 24 25 28 TB' 17 22 23 24 a3 :-8" A 14'•11' Z7 70 28 ~ 9-3' D t9 7! 25 26 T•T D 18 22 13 N fi 2'~S A 14'-1' F 33 2S 17 ~ B'6' E 20 23 21 ZS 6'-T D 18 N ~ 24 SS .. A !3~5' F 27 26 27 ~ 8'•i' E 20 23 2e ?5 6'-0' D 18 21 22 23 fi 2'-0' A 17.10' F 24 23 2'r ~ T6' E 20 T2 24 25 3'•T 0 1E 21 22 23 6.5 1'-10' A If-8' F 24 25 28 27 T•3' E 20 21 23 24 . c D 18 20 21 Z~ T .. 11'-r Ze 24 2fi 27 6~;0" E 20 ~ 23 2a 4'-10' 0 iB 20 21 .. iS P-~ A 70-10' F 2a 26 28 D 6-8' _ 20 17 23 2a a'-T D 18 2C ''<1 12 E 1.6' A iQ6' F 24 2a 25 77 a-?' _ 21 21 21 Z7 4't D 18 20 21 ?2 OyER. TABLE 6.7 TRIBUTARY ri'IOiNS FOR SINGLE SPAN ATTACHED STRUCTURES H•WG P0.61ECRON OF S9VGLE SPMl STlIC7URE5IFT) (Fi; 9 1C 1T 17 13 t4 15' 1B 1T 18' 19 2tl 21' 27 P a.S S 35' S 65 f r5' 8' B.S 9 9.5' 10 10.a' n' 1' S' S5 5 6S' r 75' B' 85 9' 9S t0 10.5 11' It 5' T 5.5' 8 6S T 7.5 8' BS S 9Y 10' 10.5' 1T 11.5' 72 3' B 6.S T 7.S B 8.5 S 95' 10' 10.5 1T 11,5' 12 1L5' a' B.5' T 7S B' B.S 9 8.5 10' tO.S 11' 11,5 1T 11.5' 13 ' ' ' ' ' 17 tO5' 1 ' 1 5 1T 12 5 13 13 5' ' S T 75 8 B.5 9 9.5 1 . 1 . . - S i.5' d' BS 9 9.S td 10.5 11' 11.5 12 12.5 73' 7],5' !a' ~ 5' 9' 9 S t0 10 5 tl' 11 5' 12 5' 12 tr I3 5' 14' Ie5 ~ ~~ ~ ~ T B B . . . . . E E.5' 9 95 itl 10.5' 71' 11.5 12' 125' iT 17.5' u• 745' 15 9 9 95' 70 LOS' sf 11.5' I7 72.5' 13' 17.5 ta' u.5 tS 15-5' ~h €~ ~~~ ~ P~ ~~ 4f~ Tr ' ' ' ' ' ' 1 9' ' I ' 'S' 155' Ifi I vV V 10 S.5 iD 10.5 71 11.5 17 12S I] 7. 74 a.S 227 SDUth Town East Blvd 3. YlM JBVULt artily r ~. in~ncu ~rvr ua~ ut~ rv~: ~::v.,:. Ur"GFcADE THE PGST IF THE HEIGHT IS fJOT SUFFiC:EWT FREESTANDING ADD MULTISPAN UNITS USE TABLE 4.9. 9. F~NC THE OfC SPACING GR ~ OF FASTENERS FOR ATTACHING TO WALL FP.CM TABLE 7.5 10. USE THEAPFP,CFRIATE DETAILS FOR PATIO SLABS FOLLOW 18 FROM ABOVE THEN SLAB 7. DE i EP,M INE MAXI MUM SLAB SPAGNG FROM TABLE 4.6 SLAB 8. USE THE SMAL! ER GF THE SLAB SPACIiJG OR HEADER SPACING SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UNITS CN SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE TABLE 4.9 Post Regwrements for Freestanding SVuctures Past Dc-scrp6on Maz Height POST C.C4? Seel Goreneaf B' E G 125`zd'z4" &:1:'are Alum 1"[' F C.189'z4'z4" Steel ?cst 15' G C.186'z5'z5" Steel Pcst 18' H Putnam Engineering 3441 Irylink Piace Lynchhurg:VA 24503 Ia~.13Ee ;s1a earls~LCSr-Ir~adelchia.net ite, TX 75149 85F811 882.8818 - Page 10 of 27 le _ 7.7 N' .6 o ~~.. 1p ~~ ~n 1n tt7Y f~ ~~~yI ~`~v ~~yy ry t'i {V N N N N fJ rv N IV N rv N 11 ,, M~ rv M N N N N N rv N n ',~ ..~~11 ..~~11 f~~~1 fryV ffYY f4 N N f~ nl N N fV fl N rJ N fCl O m ~ ~ - rn c ^ ~ ~ -p ` ~ b = 6 _ f~p ~1nn a a Y {.1 II..~~ ((yy ((yy (V ~ fY N N N (V fV ~ IV f/ h N N m to h rv ~ rv t3 ~ F3 :' ~ F N N N N , fl '" ~ rv {Y N ~ f; i~ ~, N N ° m ~$ ~j ~ .~ _ 70 b` N N N N N N N N N N ~V N N N N N N N~ N N N N fV N N^ ff.J. 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F- b 117 b .E M fNY YNI YI M M 17 1~1 fY N N r°l ~ t'1 Cl e1 M 1 M M n fill N fl M V1 a - M ~ f, !t ~ ~ .- I N N rmJ ri n .~ .g+ m r. p o y q pp p p~ o p o o p q p~ O1 pI o p I~ O .- „ O W m A .o :O ZO b $ I {~ C, N ~ N fm`1 fm`I N N N M Yf t,l fl M t,l c~ N {'I I'1 N fmV N N ~ {mV N tV {'1 f' t'1 {'I I'i N M N N N N r V m m iD fmi °j I~ PY' Pv' ~ ni fQi 19i ~ n f~ W W 7,, m t` f` m m m m m LEI 0 0 0 0 V m m r'• rW ~ m N rJ N~ O O~ M •^ r N e~V N N N N r r~j UN r~ rV N CJ N fY N N N N N fY f'1 M YI r1 M! ~J rv N !'V N N J O D D O D O W W III W IU W W LLl W W W W O D D O O O W W W W W W W W W IU W W O W W W W UI IL W W W Ill W IU W Ul LL U. IL lI Y b r~ J ~i fi °° f A N ti oo b 1 ~ ~ ~ I ~ b, Ur F~ hi _ r H Fi 9 b tb to ~ b p1 tie b i~ 7u .. .. ~ ,. ~ .- n r .- _ ._ N f O g w o °~ < a a a a < a a < a < < < < a < < < < < a < < < a < < < < < < < < < < < < < a < < < c < a < d < < < tx m m V w . , (~L~ IG$LL~ _ 1n iy ~ ~o I 'v ~ 7~ ~ 'v, in of ~ tq it ~4 ~4 7 !~' ~ ~ Fr 'fqo k M br + b ~- r~ b rd ~ t~ tbv -- O < ~ ~ O •' 7, b N ~n ~ ~ H 7~ ~i !v ev FJ Q ti F. in N H In k ~ H N N N N tv ~ i- ~n i~l tv .~ n. a ~ a :o F. :n '^ `" X m X IU W a of O I~ ~ O ~ `I1 vl to u I~ I~ m m d .. .- .. ti N O OI m a 3.0 P0.51 JYA(:INtiJ MJK rH I IV HIVV 4.VRIINCRlrI St~ ~2" C Win. {t=0 I1l wrcna .+ ', 05") n~..n~ n.... ~~......, .. ~~. ~... Steel 12' C oEam i?=a L75'~ ..-~.- Steel 1 " C beam ;t=U 051"1 Steel t2 ' C 8esm (1= 010 ") Steel t2" C Seam it=4015") Sleep 1 ~' C Bearn (!_~ OBC";~ TABLE 4.11 AC~ached rr"re%starlDing or AttaohED Fre~'andirg a Attaches Freesianolrg a TABLE 4.11 Attached Freestanding or Attacned Freestanding a Attached Freestanding or Strcctura Mutispan Units Structure MuEisGan Units SWcture Muttispan Units Stmcture Muttispan Unrts Stnxture Multisoan Units Strllaure ML~Gspan Unis NE TRIB MPX POS IAAX IAAX POST LENGTH MAX MA(rA3ST LENGTH M+X MAX PCS7 LENGTH LIVc TRIB MAX POSr M+X MAX P0ST LENGn7 MAX MAX POST LENGTH MAX MAX POST :_~K'iTN L WI 7H POST REOT) POST Mtv PoCTER 8 I 10 I 12 P0.5i A9N FOCTER d' I 17 I IT POST A9N FOOTER 5 I 17' 17 LDAD WIDTH POSr AEG' P05T MW FOOJFJi 8' I t7 I 17 POST MN FOOTER B' I 10 I IT PGET MW FOOTER S I 15 I 77 LOAD G SI P E MINED FOOTER SPAC SIZE C0A5iRA;tvED FOOTER SPACING PC SIZE C0NSrMP4ED FOOTER (PSFl (FT) SPACING FOR SPACI PO SIZE STRAINED f00TER SPACING POST 512E CON51RAtN'cO FOOTER SPACING 0 ~ SOE CONSrPMNED FOOTER 1PSF) (FT) SPACING FOR SPACN CST Z ' ` ' ' ' ' ' N S B F'f TYP 'd 7 'C 'd IFTi TYPE 'B' 1Y '8. "d' IFl) P '8' V 'S "d' CN SUa SLAB iFf) TYPE •T 'C 7 '~ 1FTt TYPE '4' '? 7 V T) IF TYP 8 d a G O SUB U ) ( rn fin (ln) In! fNl (m! IIn) {F11 (4'l) (ul) (h7 tMl Bnl (In) (hl frl Ih) fin) Ilnl inl !~ IiN ON R71 ('nl ) q GN 25 ' y 4 , w 7 T.._ V A 25-0 G 28 3f 33 34 19'$' D D 29 30 32 13=10' C 21 27 D 29 +.5 5'•4' A 2T•5' E 26 30 32 13 1T•7 D 24 28 30 31 1T8 C 21 ?8 28 2B 5 5'•9' A 21'-J' E To 30 31 b 16•T D 2+ 2B D N 17-4' C 22 26 27 29 5.5 5'-T A ZD-T E 27 29 31 32 148 f1 2/ 27 28 JO 71'•5' C 22 ?5 27 ZB 8 a'-9' A 19ti E 27 29 31 72 il'-9' D Z; a 2d 29 10$' C 22 25 26 28 ES +'-5' A 15-T E D 29 3C J2 13'-7 0 24 26 3S 29 77.7 C 22 25 2e 27 7 +'-'~' A 1T-17" E D 28 3D 31 17.5 0 ZS 20 21 29 9=S C D 24 28 27 1.5 T•17 A 75.5' E 2B 28 29 31 11'•17 D S 28 27 26 5-17 C D ''<4 25 26 B 3'•7^ A 15.11 E D 28 i9 30 11'1" D 25 25 TT IB B'-/' C D 24 25 28 8 3'•T A IP-71' E ~ 29 29 30 iP8 D 25 s'S 26 2i T-11' 0 D 27 25 28 10 7-10' A 14'-I' E 29 29 29 1D 9$' D 26 2d 28 27 T~3" 0 D D N 25 11 2'-7" A t?'-5' E 6 29 D 29 9.1' D 26 2fi 28 27 6'-8• 0 D D D ZS 12 7-1' A 17-?' E 29 29 29 ?9 58 E Zd 26 26 28 5•I' D D D D 24 2'-T A 11'$' E 30 30 30 30 5-0' E 28 26 26 Z8 5'-8" 0 23 D D N u 2'-0' A it'-7 E 30 31 30 30 TS E 28 26 28 28 5'•T 0 2a N 2+ 24 t5 1'-1 t' A ID-9' F 30 30 30 30 T-t' E 28 26 26 2B 5'-T 0 24 N N U 90 MPIv EXP09.ME 3 70 4 6'O' A 21'•9' 25 30 12 33 16'8 D 2J 28 29 31 1?-T C b i6 21 29 1.5 5V' A d7-T E 25 29 31 11 15'8 D D 27 29 ]0 11'$' C 21 26 27 28 S 4'•17 A 198 E 28 29 31 32 77-10' D D P 28 29 17.9' C 21 25 28 2E 5.5 1'-t' A 7B'-T E 2B 29 30 32 13'•7 D 73 2fi Z8 29 9.11' C 21 25 28 21 8 4'Q A 17.9" E 28 2b 30 31 !2-T C D 2E 27 29 9'•3' C 21 24 Zr 27 fi.5 1'-8' A 15.2" E Z6 28 29 31 11'-r' D 28 26 27 28 8'-T C 21 N E 29 7 3'8 A 15'•1 -c 27 27 28 30 1P•t' D N 25 l7 2E 8'-1' C 2t D 25 :E i.5 14" A 15'•7 E 2T 21 D 30 108 0 N e_ 26 28 8'd D 22 D 25 28 8 7-0' A lab E 21 2i 28 30 10'-i' D 2/ 25 26 27 T-T 0 Z.' D 2a 25 9 78 A 13-T E 20 2E 28 29 9-1' D 2/ 24 25 27 5-iP D 22 2Z 24 10 2'•5' A le'-0" E 28 28 2B 29 B'8 E 25 25 'S 2fi 5~7 D 22 D D 24 11 T-7 A 11'-T E 28 28 28 28 1.11" E 25 "u 2 26 5'•8' D 22 T. D 2; •^ 7{r A 11'-I' F ?8 28 28 28 T-5 E 25 25 25 25 `.'$' D D D 2J D 13 t'-17 A 1P-T F 23 29 D D 6'•11' E 25 25 25 15 S-1' C 23 D D 71. 9D AIPFi EXPOaIJRE C 3C + 5-0' n 21'-9' E 25 30 32 D 15.9 D D 28 ~ 31 12.1 C 20 26 2J 29 43 5'-4• A 277 E ZS 29 31 33 IS8 D D 27 29 30 11'8 C 21 25 17 28 5 4'-17 A 19.8` E 28 29 31 I2 t1-17 D 21 27 28 29 17.9' C 2t 25 26 28 5.5 +'•/' A 18'-T E M 29 30 32 17-C C D 26 28 29 9-11' 21 25 28 27 6 4'-0' A iT•9' E D 2B 30 11 t2-1' D 2J 26 27 ~ 9.7' C 27 24 25 27 8.5 78 A 75.1 E 26 28 29 31 tf-T D 24 26 27 D 8'-T C 21 2t 6 28 7 ]~5' A 15'-T E 27 27 29 30 ii'4' D 2/ 25 27 9 5-T C Y D 25 35 7.5 7-T A 15.0' E 27 21 ?9 30 198 D 21 25 26 78 541 0 22 D 25 2E 8 7-C' A 14•.6' c Z] P 2a 30 7D-1' D 21 15 28 27 T-T D 22 D 24 ._ 9 78 A 17-7• E 2S 2B 2B 29 9'3' C 24 24 25 i7 5-17 22 22 24 ZS tC 7-5' A 17-T _ 2B 28 D 29 8'-e' E 25 'S 3 28 5-2' D 2? _ D 24 it 2'-7 A it'~T E 28 28 28 2B T-11' E 25 ?5 S 26 S-8' D 22 22 D 24 12 7.0" A 11'1" F ?9 28 29 28 T'~5' - 25 75 25 ZS 5'41 D D D D D '3 1'-10' A 77-r" - 29 ?9 29 25 5-11' E 25 25 ~ 25 5'-1' D 23 D D 23 14 1'~8' A 29 29 79 29 6'•6' 25 25 s^S 25 a'-9 D 23 D D r..N FRALINSTRUC TICNSF ORT HESEiABLES 1. CFIOOSE FP.EESTANDING OR A T TACHED STRUCTUP.E 2. CHCCSE PROJECTION, WID' HI AND OVERHANG OF UNIT 3. DETERMINE YJ!ND 74ND SNOW TOAD OF S i RUCTURE SI T E (PATIO UNITS USE 10 FSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM TABLES 1.1 i 01.5 THAT HAS ADEQUATE CLEARSFANFORYOUR NEEDS. S.~DETERMINE TRIBUTARY WIDTH-FROM TABLE 4,12 CALCULA i E FROM TRIBUTARY DIAGRAM ON WEST02 PAGE 2 OF 8 6. ti;HGOSE A HEADER FROM TABLE 4.11 i I-IA i NAS ADEQUATE POST SPACING 1. USE P-IE APPROPRIATE FOOTER SIZE SHOWN. + 7'-0' A 14'$' E 22 27 2B 10 4S T8 A 17.9' E 22 2i D 2B 5 T-5' A 17-0' E 22 2fi 28 29 .SS 7-T A 11'-9' E 22 28 P 28 6 2'-0" A 11'-T F D 25 P 28 6.S 1'-17 A 10$' F 27 2i 26 25 7 t'-7 A 17.3' F D 25 2B 27 7.5 t'-T A 9'•10' D 2a 2B 27 8 7'8 A 94Y F D 21 25 26 9 I'•+' A 8'-5' F 24 24 25. 18 19 I'•7 A T-11' f 2/ 21 25 e8 11 1'-1' A T-5' F N 2/ 24 25 4 3'-0' A I6'-1' E Z 28 29 31 4.5 7$' A IS'-T F D 77 'c'9 70 5 7.5' A 11'-4' F D 27 26 30 55 7-T A 13'-T F 24 27 28 29 B 7-0' A 13'-0' ° 24 26 2B 29 6.5 1'-77 A 1T-17 F 24 26 27 28 7 1'-9 A 11'-1' ?I 25 27 2B 75 r•T A t0'-t 1' F 24 25 27 26 TABLE 4.14 Post Requirements for Freestanding Shuctures FostDr<,cnption Max Height PAST C'.G4?" feel Cloverlaar 8' E 0 t?5"cd'z4" Square Alum 12' F u 138"x4"Xd" Stew Past 15' G 1.188" x5°x5" SIEw' FCSt 18' H T•9' D 18 D 24 25 5-I1' D 18 D 24 25 5.1' D 18 22 23 24 5'•9' D 19 21 D 24 S•T D 18 21 D 24 5'-T D tE 21 22 D 1'-17 D 18 21 22 D 4'8 D 18 D 21 22 4'•T D 78 20 21 22 4'-0' D 18 20 21 22 7-T D 18 19 20 21 YA• n tP. 19 20 21 5-11' D 18 22 24 25 5.1' D 78 22 D 24 5-9' D 18 21 D 24 S•T D 78 8 D 24 5-T D 18 21 22 D 4'•17 G Ifi 21 72 D 4'-6' D 18 20 21 22 of _ 20 21 22 t' 5 5.5' S B.S T 7.5 B' BS 9 9.5' ld tOS 1T 11.5' - d^- 2 5.5 5 8.5 T 7.5' 8' 8S' B' 9.5 10' 105' 11' 11.5' t7 . ~` o „~ S' S 8.5 T 7.5' S 8.5' 9 9.S 77 10.5' 11' 11S 17 12.5' 4,?+ v 4' S5' T 7.S e' 8.5' 9 SS 10' 10.5' tl' 11.5 77 12.S 13 ~~~ `i' rt+,r.l ~~ ~. $' T 7.5' B' BS' 9 9S 15 10.5' 1T 11S 17 11S' 13' 13.5' ~~~ ~-~7i; : ~~ ~~ 5 7,5' 8' 8.5 9 9.5' 10 tO.S 11' 11.5' 17 125 13' 11S /1' ~_ ~' ~~IJ _'~1 T B' BS 9 9.5' 17 tOS it' 71-5' 77 12.5' 13' 13.5 14' 145' ~~ ~ ''I(;~, rt.'i ~ 8' 8.5' 9 9.5' 17 10.5' 11' 11.5' 72' 125' 1T 11S' 14' A5 t5 ~" a-,.;.` -~'Ew 9 9 9.5' 17 10.5' 11' 17.5 17 12.5' 13' 13.5' 14' 14S 15' 15.5' ' t0 S.5' 1P tOS 11' 115' t7 12.5' 13' 115' tt' 14.5' 15 155' 75 - f` c'c" C'G-L~• H. Y'OH SINGIt 5r'HN HI EHl.tltlYJIV11 Wt in[ 1'v.: ~ ont,•vvly UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIQ•IT FREESTANDING AND MULTISPAN UNITS USE TABLE 4.14. 9. FIND THE OIC SPACING OR',t OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 1.5 10. USE THE APPRCPRATE DE i A.IL5 FOR PATIO SLABS FOLLOW 1fi FROM ABOVE THEN SLAB T. GETERMINE MAXIMUM SLAB SPACING FROM TABLE 4.11 SLAE 8. USE THE SMALLER OF ~ HE SLAB SPACING OR HEAGER SPACING SLAB 9. POST'A' MAY BE l1SEC FOR ALL Aiii ACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABCVE 17J' D 19 25 26 2T 9.5 G 79 24 26 27 8'$' E 29 24 25 2fi B'-1' E 20 D 25 28 r~' _ zD a n 2s T-1' E 1a D 24 2E 5$' E 20 22 D 25 5•T E 20 22 D 2/ S•11' E 20 22 D 24 S$' E Z1 21 D 24 S-T E Zi 21 22 D B''-5' D 19 24 26 27 B'8 E 20 24 3 26 8'-1' E 20 D 25 26 T8 E 20 D 24 25 T4' E 20 D 2! 25 5~8' E 20 22 D 25 5'-3' E 20 22 D 24 ~~ ._ i __..___ ~L;lLD~hJ P~?4DUCTS 227 South Town East Blvd Mesquite, TX 75149 X972)285.8811 F;972) 882.8818 Putnam Engineering 3441 I'rYlink Place Lynchburg, VA 24503 (434138d•251d carlputnamritiadelDh ia.net Page 12 of 2T ~ _~ U .~,. N '° L v ~ b Z 6 a~ C C Eidr~g- ~ ~ ao b 5 in $ ~ ~ w b ~ v ~ ~' ~ _ i0 ~ 2 w'Q~ g r s ~~~~ N o b 6 U1 o me ~-°- L c ~ ~ a ~ b .s v ~~~5-~ v~~ in ~ w W _ ~ $ '~ b o ~~ ~atn ~~~ y ~ ~~~~ 6 6 ~ ti ~ ~-~- c WWWGi b ~ 6 R - ~ - ~ ~ ~ b y b N ' ~ LL i N F 6 b u9 b ~ 6 VI b Ry' r 2 "• ~ M g~~ v ~ IY N N N N N N mN N N N N pN~ N hl N ft IIppV ~Npp ~fpV N ~Npp N N fwl ~ (~v f~V ~I r"J ~i N ~~"CC1i ~~nryf nI t"1. 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O Mf 3.0 ICI ON 511,91 SEiAB I~~ I ~IFactEi !.5 8•r A 13'•5' E 30 33 35 37 5 5-7 A 37i' F ?0 33 35 38 5.5 5'•7 A 3O-0' F 31 32 74 36 fi a'•9' A 28'4° F 71 32 3a S 0S a'-5' A 2T-7 r 77 32 33 35 7 !-I' h 25$' F 32 32 37 75 1.5 3'4P A 25'-8' F 32 32 73 34 8 Y-T A 24'•1P f 13 33 33 L 9 3'-2' A 2Y-3' F ~ 33 33 a 10 2'•17 A 21'-71' F 34 34 34 34 11 7-7• A 20.7 F 74 34 34 ?4 12 7-4' A 19'-7 F 14 34 3! 31 13 7-7 A 18-1C F ?5 35 35 35 14 Y•7 A 18'-0' F :5 35 3S 35 .. .. ... ~ ,7•.v c ^A 3fi 36 36 !.5 5'~' A 31'•1' f 5 37 34 38 5 4'-17 A 29-0' F 5 32 34 ]5 5.5 4'•!' A ZT$' F ~ 32 ?7 35 8 4'4' A 25.5' F AS 31 33 35 d5 Y$' A 25'•3' F 71 31 33 34 7 3'•S 0. 2i'-3' F 37 37 32 34 7.5 Y•7 A Z3'8 F 3t 7t 32 3r B ]'-0" A 27•T F 31 31 32 33 9 7-B" A 21'-t" F 32 32 32 33 10 7.5' A 19-tP F 37 ti 33 33 it 7-7 A td-7 F 33 33 33 33 t2 7-P A 1)'-7 F ?3 33 73 37 ALUMINUM HEADERS IN NORMAL WIND AREAS CnuraeSteel 10'xS.S' C Beam (r-0165") Gcubl2 feel B`.5' C Beam (t=0.1 ") AttactleG reestand~s or AttaDrled rl3estandmg a Sln.'cture Mukispan Units Structure Mutts~n Units 1mx B1AX Post LENCtN rAUC n7Ax POST LENG7H for sale POSE IAN F~JTE9 B' I 10 I 1Y POST !AN FOOTER 8 I 10 ( 1Y LOAD WIDT} SPACP4G P^ SLE CGNSTRIGNEDf~7EA SPACING PO SIZE CONSTRANED FOOTER (PSFj iFTI IFTI TY~= Y 'C 'C 'E' (Fn 'd' 7 'd' 'C Iml fN im) (nl J^) UNl ifn) Tin) 35'•7 29 ]3 34 Sfi 23-10' D 25 27 29 31 60 378 E 29 32 34 35 23'-0' E 28 2T 26 30 31'3' E 30 72 33 35 '.1"•S E 27 2i 28 e9 T9'-7 F 3D 31 31 34 2pS E 27 2l 2d 29 28~ 3" F 31 U 33 34 19'•11' E 2T . 2i 27 29 2T$' 31 31 32 34 19'-5" E 28 28 28 2B 28'.5^ 32 32 32 3] 18'-1' E 28 28 28 28 25.7 F 32 32 32 33 1T-8' E 2d 2d 28 28 24'•8' 32 32 32 33 IT-!' E 29 29 M 29 23'-3" 3'! 73 33 33 i5'•t0' E ~ 24 29 29 4"?-0' F 34 34 34 34 15'-4' E 30 30 SO }O 20'41' f 34 34 3A N t4'•T F 30 30 30 70 19'-71' F 1 35 35 15 11'-B' f 31 7t 31 31 19.1' -r 35 SS 3i 75 1Y-2' F 31 31 37 31 I eu 18-4' f 35 35 75 35 ff-8' F 11 31 It 31 31 31 29'-3' E ~ 31 33 34 2d'~' f ~ 31 33 34 2T-S F N 31 32 34 25'.6' F 30 30 12 33 24'•11' f 30 70 32 33 24'•-a f 31 31 31 33 27-5' F 31 It 31 32 22'-^ F ~ 32 32 32 21'-T f 32 ]2 72 ?2 20'-t' F 33 ]7 77 33 19'.0' F ?3 l7 33 13 18.1" F 34 3• 34 34 .rr r, u 4 34 3< 20.8' E 2r 28 28 29 20'4' E 28 28 27 29 19'-5' E 28 26 27 29 1T•11' E 27 27 21 26 1T-8' E 27 27 27 26 1T-I' 27 2T 21 ?8 t5'•iP E 21 2T 27 27 15.7' E ZE 2E ?8 28 74'•8' E ZE 28 28 >9 77'-9' F 29 29 29 29 13'-S' F 29 29 '_`9 29 17.6• F 30 >D 30 13 ?'X2.T Beam (f--0.105") Douple SteN tG"x35" C Bear (t=0.105") GrouDle Steel b'x=,T C Beam (tom-10c' aned Freestanding a Attached reestardirg or Attached Freestarding or Xure Multispan Unils Structure Multispan U'nrts Structure Mulpspan Units nax Posy LENGTH IA4J( nvx Posy tENCnt MAx NAx Pos7 LENGTH DOTER 8' I t0 I 17 POSE F9N f00TEfl 8' I 10 I 17 POST MW FOOTER B' I 10 I 17 SQE CONSTRAINED FCOT'cR SPACING POST SIZE CON57RAWED f00TER SPACING PO SRE CCHSTRANEO f00TER Y 'd' 'd' Y (Fil TYPE 7 7 'd' '8' IPti TYP 'd' 'd' b' V p0 (ml (MI (~1 lm1 M) (In1 Ohl tn) fnl (inl On1 SO NIPH EAPDSUNt e 4 3'-0' A 27.10' F 25 30 32 ]3 4.5 2-8' A 21'-5' F 28 7G 31 ]3 5 2'-S A 20'-1' F 28 29 31 32 5.5 2.7 A t9'-0' f , 2fi 29 30 32 8 7-0" A 15-0' f 27 28 10 11 6.5 t'•t0' A iT'~7 f 27 28 30 31 T I'-7 A 188' G 21 28 29 31 7.5 1'-T A 15'•B' G 21 Z7 29 30 9 1'-8' A 15'-0' G 28 28 ?9 b 9 1'i' A 17-i t' G 26 28 28 2B 10 f'-7 A t2-i t' G 28 28 28 29 „ r.r a »~-r r. 2B 76 28 ~~ 28 4.5 2$' A 23'•T F 26 30 32 N 5 7.5' A 27-3' F 27 30 32 73 5 5 7.7 A 21'4' G 27 70 31 33 6 7-0' F 20'4' G 28 29 31 32 fi.5 t'•t7 A 19'-7 G 3B 29 31 32 7 t•-7 A 18'•4^ G 28 ?9 70 32 7.5 1'-T A IT•S G 2B 28 30 ]1 1' S' 7 SS' T 8 4' 6.5' 5' T 8 7.5' 11'8 F Z6 i9 ?D 32 TC-4' F 26 Z8 ]0 31 75-3' F 26 28 70 31 S8'~' F 27 26 29 71 iT$' G T7 27 29 30 16'•7 G 27 27 29 30 16'•7 G 28 28 28 30 iS-6' G 28 28 28 29 to-5' G 28 28 18 29 13'-6' G 25 29 29 29 2741' F 25 Z9 si sa 21'$ f 28 29 30 32 20-4' F 2fi ZB 30 31 tg'-i' F 26 28 SO 3t I ~ 16' T G 28 2B 3G 4.5 5'i' 0. 31'-'. f 29 33 34 38 28J' E 28 7t 37 7a 20-d' E 25 26 28 Z9 T 8' 5 4'-17 A 254' F 29 32 34 35 79'-4' F 29 31 ll 34 20.0' E 26 28 27 29 8' 9.5' 31 37 34 19'-5' E 28 28 27 29 9 9 5.5 4'-0' A 27'$' F 30 72 33 35 2T$ 5'F F F b 30 30 32 33 ti'-it' E 27 27 27 28 IO - 6 6.5 4'4' Y-7 A A 263" 25'-3' F F 30 71 31 11 73 37 35 34 2 2!'-11' F Y7 30 32 73 1T-8' E 2T 27 2T 2B 7 "s' A 24'-3' F 31 31 32 34 24'3' F ]'. 31 ]i 77 1T4' E 27 21 27 28 7 7.5 7~7 A 23'•S F 31 37 32 3< ?3'3' F 37 71 71 32 15'•11' E 27 27 27 2 g 7•.p' A ',7~T F 31 It 32 33 Lr•T F 32 72 32 32 75'•1' ' ' E 28 18 28 28 28 28 9 7$' A 2t'•t' - 32 32 32 73 2t'•3' f 32 32 32 k 14 -8 E 28 28 ~0 ±.g A 15-17 f 37 33 33 33 "20'4' f 31 .. 33 33 tY-9' ~ 25 29 29 R It ~ s A 18'-7 r 71 13 3'> A 19'4' f 37 +. 37 ]3 13'-P F 29 29 29 29 r.0• 17',7 F 33 ?3 33 33 IS'-I' F 34 34 34 34 17-d' F 30 30 30 30 tJ i-1 G' n '641' F R 34 k 34 iT-4' G L 34 34 a. 72.0' F ?0 30 30 30 74 '.8 A .5~7 G 34 34 34 ~ 18.7' G 3a 34 34 34 11'•5' F 3G 30 30 30 GENERAL INSTRUCTIONS FOR THESE TABLES EcSTAiJCIM'i OR AiTACHEC STRUCTURE 1 CHOOSE FP- 8. FOR SiPIGLE SPAN ATTACHrr~ UNIT USE THE P^vST SHOWN I- F P " . . 2 CHOOSE FRO:ECTION, VJICTH ANG OVERFIANG OF UNiT FICIE J rE HEIGHT iS NOT SU UPGRADE THE POST IF T GfTEP.MINE Vv'IiVD ANG SNOW LOAD OF STRUCTU'P,E SITE 3 FREESTANDING AND MULTISFAN UNITS USE TABLE 4.19. . jPAT10 UNITS'JSE 10 PSF MIN, COMMERCIAL UNITS 9. FIND THE OJC S?ACING CP.>:OF FASTENERS FOR ATTACHING USE 20FSF LAIN) TC WALL FROM TABLE 7.5 4 • CFiCOSE A FANS! FROM TABLES 1.1 'G t.5 iHA' i1AS 10. USE THE APFP,CPR(ATE DETAILS AD=QW+TE CLEARSPAN FOR YOLR NOD- FOR PATIO SLABS FOLLOW 1.6 FROM A80VE THEN CE i ERMINE TRIBUTARY WIDTH FROM TABLE 4.17 5J SLAB 7. DETERMINE MAXIMUM SLAB SPACING FRGM TABLE 4.16 I ^ , CALCULATE FROM TRIBUTARY DIAGRAM OM WEST02 PAGE 2 OF 8 M i S BO POBT pE H A SL B B 6~ CHOOSE A HEADER FROM TABLE d.16 i HAT HA., ON SLA ATTACHED UN T OR MAY 9E USED F A , ADEQUATE P~,75T SPAGNG. ~,Ag 1D. FOLLOW 9 AND 10 FROM ABOVE 7. USE i HE .4PPROPR!ATE FOOTER SIL- aHOWN. ~i ~,~~ ~UIL~1N~ PRQDUCTS 227 South Town East Blvd Mesquite, TX 75149 (972)265.8811 F(972?882.8818 Putnam Engineering 3441 Ivylink Place Lynchburg, VA 24503 (4341384.2514 rarl utnam adel hia.net "rage 14 of 27 TABLE 4.19 Post Requirements fior Freestanding SUucUUres post Descript!cn Max Height POST CD43"SeelClove;lear 8' E G 125"x4"x4" Scuare Alum 12' F 0125'ka^x4" Steel Pcst 15' G O1t3S"xSXS"Steel Post t8' H 75'-1' F 23 2< 26 27 13=11' F ~ 24 25 i6 13-3' f .. L• 15 26 17$' F 24 Z4 25 26 17.7 F 24 24 24 75 11'$' F 24 2a 24 25 t t'-3' F 24 N 24 25 10'-10' F 25 25 25 25 1O.7 F 25 'e. 25 25 9'$" f 26 26 26 26 15'•1' F 27 24 ZB 27 13'•3' u ~ Z5 28 t2'$' 24 24 .. 2fi 77.7 F 24 21 25 1T$' 4 24 35 n'-3 F- ~41~ ~ ~ 4. 25 5 55 8 6.5' T 75 8' 8x r r,a O ro 10 ' roa 11' i ~ 11 5 a. ~ ;r '~;~" N 5.5' 8 6.5' T 7S 8 8.4 S 9S I .5 . : ~ 8 6.5' 7 7.5' 8 8.S 9' 9.5' 10' ' 10.5' ' 11' ' 11.°.' 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Il~~ om~ N F! fJ R N N N (V N !V (V N N N lV N N (y .n QQ,, qq pp pp p R R N M R M N N M N N fN N N N M M ~1yy {{~Vi yy~~ yyff N N N R R N N N N N N N N N N~ N N V U L }}~~ Q V) ~~~ m U U U U V U CI U U U U^^ n U^ O m m U U U U U U U U U U^ n^^^^ U U V V U U U U^ U^ O U O U O LLI W O E (t) ~ L4~. ~ ~ ca LL R T iy ~ F~ i`. o tY in !? m i? o of tD ~ p b b A ~ tii b to r` r n t` io to b G. r, ~ bl i. to to ~ m b, b Iq io b !{+ tq y o a b ~ in A in b, ZA to ~ {, t` i~ b tc b is 'v N b ~ b F. in 4 ~q !l !4 '! ~. !n 1. q tv ~ b b t) M Dr in o m F- h F- ie b b iu Q~ W ~ N iN ~a =- pf.RRRRRr~nRRRR `° fJR(V ANRrvNrvhRm': r AARrvnRR RN7F1 R R RR<vrvrvrvi~0'° ~rvii O G LL ~ Z ~ _ 10 ~ ~ ~~ D ro C cl~i b~ ~ ~ Z ~ ppRRRNNNRNNR N nirv N N w RNRNNrvr'"FO0 R Rr~nRRR k rHFyR R R R71°rvrriF3~3mrF:Tl: ro w n $i^ a - '~to~~)s N€Y'lyRRRNi°vfJRN,~I~Y (m`1 (^YIrvR FyclRIS(°`IfY'rl3YSImYi°J!~ rR~rvRRP' N[v~+FJ R R RRIV oF`9'~1°JR`PJ~°vF11V Z ~ l1 ~2 N W ~ J ~ m s l~ w tl b C n n N R >y R R R (VV N N N N fmJ (m`1 N N N N ry D~ ~ y, ep N N N R N N fJ N ," fi N In" N~ N N N~~ nl FI R R R R R N N fl r N N N N rl iv ~ N O ~ ~ [) O b O Q Q W m Y ? 2 ~ Q p7 w ~ p~ m m u u u u o o u u u u u o^ o o^ m m m u o u v u u o o u o o^^^^ u n u u u o o u u o^^ o^^^^^ ~ ~ a Z d ~j ~ U ~" O ~ ~ ;,, :- to ~ f`I b f, :_ !.. b. io 1,, b s o " 7 o m ~ b ~ !4 9 !' = ~ !' = " ~ = b, ~ b L ' , I ; ~ '4 (~ ' ~ p i;l ' E{ ~ ~ fY 2~ or b b ~ rn .o .n .o r_ n io b - m j ~j 2, a V 3 o o i ~ io (v i ~ d i b A to to y; u, , p ~ ) r - i to ti, rn Q ~ /i Z y rV WaW b~ F- , zz Y Y V V1 ,lnn Yf rD w N N N m R R R R N N N N N N N N N N N N q o V yy,, N [+ ~ N N N~ M Yr N N N' N f1 N N N N R R •R N N N N 11 rl N N t. 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Q ~ a W o ~ ~ ie eo h i~ i ie iv t - •- m f ~ _ O. r ~ Vi p m ~ W~ 4 w 17i a a a a a a a a a a a a c a a a a a V a aaa c a a< a a a a a a a a a a V < a a< a a a<< a a a< a a<<< O W fL J ~ U w W 111 [7 Q ~ m ~ N ~ ] ~ g q - p ~- '- ~- !n ~ ui ~ ~ !y ~ ao iv ~ ' ~ t~ io ~ in 4r '~v r+ 7;, h :•, ,~' 2v i~ 2 tY t~l a "^' ~ _ :- ~n ~ ~ :n _ Iq H ~ 6p tq N M ~. mr h to ~ in to "v ~ r~ t;J tv F. tv t+ < ~ tv 'a, b. !v !n 'v,J 6 I- b t- ~ !'.' m to yr : » i r1 N+ ,n iy ?•i it iv Y V d N O ~ ~ u~ ~ ° n a ~ _ ~i _ n ' m m n m m ° F 4 `< ° v ~ vl ~ ro o r ',°' m w°. .- .- .. ~ .- _. N L. ~ o $ . i ~' a r; `° °' - ~ _ _- •- •- •- - . r , v ~n . o o a o u'i Z~LL n R R ....~.~._~.~.~ 5.0 POST SPACINGS FOR 'IDTH POST RECD POST MW FOOTE lPTI SPACWG FCR SPAC POS SIZE nu al eA sl AA IFit TYPE "d a.5 5./• A 11'-T C n 23 23 2a 5 6'-4 A It'$ C 24 N 24 2a SS 5'•2' A 7Q•1P C IS 25 25 ~ 8 4'•B' A IO.9' C 25 25 ~ 25 8.5 Y•5' A t4.4' C 28 28 25 28 7 4'•t' A 4-1 I' C • 26 28 26 2e 75 3'-10' A 4-T D 26 28 a8 26 b ]'•r A 94' D 27 27 27 21 9 ]'•2' A 8.9' D 27 27 27 27 18 7-10' A 8.4' D 28 28 28 28 11 2•T A T•it' D 78 28 28 28 12 7-4' A 7'•T D 76 ZB 28 28 17 2-T h T-I' D 29 29 ?B 29 I/ r.tr A rfi D 29 29 29 29 ,c r.,r A n-tm E 29 29 2 29 4S 5'•C A 11'•2 C .a n 22 n - f-10' A 10'•9' C u a2 ~ 27 55 44' A t7-3' C 23 23 23 23 6 4'-0' A 9'-10' C .. 23 23 27 65 3-8' A 4.5' D 23 ?7 23 27 3'-5' A 4-1' D 2a 24 2a N IS 3'•2' A 8.9' 0 21 24 24 2a d 3'-D' A B'$ D 24 24 24 2/ 9 7-8' A B'•0' D 25 i5 u` 2i 10 ?-5' A T-T D 25 25 25 25 ., 7-Y A T•3' D 25 25 25 25 72 2$ A 6'~tt' D 18 26 26 26 45 S-4' A 11'•T C 23 23 27 24 5 4'•70' A 1D-4 C 24 24 N 24 SS 4'-4' A 1D-T C N 24 24 2/ 8 /'-0' A 4-IP C 25 25 23 25 6.5 3'2' A 9'-S 0 ?5 15 $ 25 7 3'3' A 4-t' D 25 25 13 25 75 3-r A 5-4 0 25 25 23 ?5~ 8 7fi A 8'$ D 26 16 '_6 26 9 2$ A 5$ D ?6~ 26 '_6 26 q7 7-5' A T-r D 21 27 2i 2T It 2.2 + T-T D 27 2T 27 2i 12 7fi A 6-I f' D 26 a8 26 ?b t3 1'-10` A 5.8" E 25 28 28 2B .. .~ ~. . c c• a 'IA 7A 78 ?B 1. 2 STRUCTURE SITE ALUMINUM HEADERS IN HIGH WIND AREAS Western 5" Magnum uttx Fasua 6' Smooth Fasaa (~ i 6) Western e' Magnum Gutter rasaa Western 5" Magnum Gutx Fzsc~z 6' Sm~trl Fascia i6363T6) dachec Freestanding or Attached Freestarlding or TABLE S.t Aitachee Freestanding or Attacned Freestanding Dr Attacned Freestarxring er Structure Muttispan Unfts Stmcture Muftspan Unds Strth^ture Multisoan Ur~is Si^xrure Multispan Urnts SWCture Multispan Unrts ,~,~ MAX POST LENGM M1X MNC FOSS LENGTH LNE TRIG IMtiS POST AUX ANIl POSE lET4Gmi MAX MAX POSE LENGTH NAx Mvr POST LENGIY. PCST MW FDOTER b' I 14 I 12 POST h1R1 FOOTER 8 I 17 I 17 LOAD VdDTH POST RECD POST IM W b' I 1G I 12' POST NIN OCTE b' I 14 I 17 POS NW DOTE 8 I 10 I 72 N'cD FCO1E SPACWG POST 54"E CCfSfR11INED FOOTER SPACING POST SRE CtATRAWED FOOTER (PSF) iFTI SPACNG fOR SPACING POST 52E CONSiRAPED FOCTER SPAC POST SIZE CONSTRANED FOOIER SPAC POST 92E (FTI TYPE 'd 7 'd 'T IPT1 TYPE ~' .d .d ~ ~~ SUB IFrI TYPE .d ~ ~ 'd rFTI TYPE 'd 'd V 7 (FT; TYPE 'd 'd "d 'd fm) uAl lint (~I (hl f~l Bn) Gn) fml 6n1 f~l Gnl (F7 Cq1 (nl (~I 5nt Iml (hl 1m! (N 1DD MPH EXPOSURE C 4-11' C n 22 22 2a 14-5 C 22 23 N 25 60 4 3'-0" A 8'$ D 19 7S 20 21 T$ C 18 t6 19 ~ 8'~r D 19 21 22 23 g-10' C 22 n ?2 n 17-5 C 23 27 24 25 1.5 ?-d' A 8'-('i D IS 19 2a 21 Tfi D 79 19 19 19 i•d 0 1B A 21 22 y.•8. C ~ ~ n ~ 74.1' C ?3 ?3 21 25 5 7-5' A ^•T D 2D 30 20 ZI 5.8' D 19 19 19 19 i i' D 20 2O 27 L 4$ C 24 24 24 24 441' C 24 24 al 'S 5.5 Z•T A T•7 D 20 10 70 21 6'•4' D 19 19 18 19 Tf,' 0 2D 20 21 Zi 4.1' C 24 24 24 24 447 C 24 21 21 25 6 2$ A 5.1 t' D 20 20 20 X! 6'-7" D 2G 20 2D 20 8-E' D 20 81 21 27 4-1' C 25 25 ZS 25 4-T C a5 ZS 8 25 8.5 1'•1P A A'$ E 21 2t 21 21 5'-10' D .b iC 20 2D 53" 0 20 20 A 77 8'-9' C 25 15 25 25 7-5' C 25 25 25 15 7 7'-9' A 6'-i' E 1~ 21 21 21 5'$ D~1 lO 20 27 8-T E 21 11 21 11 B'3' C 25 ZS 25 25 9'-3' G 26 26 2fi 2fi 75 1'-r A d'-T E 2t 21 21 2r 5-S D 20 7!I 20 20 6•D' E 21 2t 21 It 8'-7 C 23 25 25 25 4-D' D 26 ~ 26 26 8 t'-8' A 5fi E 2; 21 21 21 5'•7 0 27 71 21 2t S•10' E 21 2t 27 1'. T-8' C 28 26 26 18 8'-~ 0 al. 2T 27 27 9 1'•a• A 5'43' E n 21 n 22 5'47 E 21 11 21 2t 5$ E n 22 22 Y. d D 27 27 1T 17 t0 I'-2' 0. 54" E n n n i~ P•4' E 21 ]1 21 a1 5'•<' E 22 72 22 n T-1' T47 D D ZB 27 I8 27 2d 27 7 28 27 27 5 T$ 7< D D 28 28 28 2B 28 28 28 28 11 110 NPF 1'd' ! EXPOSZ• A nE C 3'-1' E 23 ?7 27 23 /'$ F n ~ 5$ 6 7 D 0 27 28 21 28 2 28 28 A'~9' D 29 a9 29 24 60 ~ ;~ A afi p 2G ~ 21 22 6'8 D 20 10 20 20 10'•4 c 20 m w n 4$ C 21 21 "+1 21 g-4• 21 21 Z7 2, 9'fi C u ~ T< n 8'•T C n 22 22 12 8'•7' C n n 22 .. 8'fi C 23 23 b 22 r$ c n z3 2a 23 r$ e n 73 r~ 23 T4Y D i4 24 24 24 5•e" D z+ n a+ u u-+" D 24 24 24 24 b'-1' D 8 ~ 26 25 5'-t0' 0 25 25 25 15 4•t t' C ~ 2z u a 4-B' C n ~ 22 n 4./' C 27 D b ~ 4-Q' C 23 9 n 23 8'-7' C 23 ~ 13 27 B'•3' C 24 Z4 N 2/ B'-4 C 2° 24 24 24 r•e' c z4 2a 2a z/ 7'-0' D 25 i5 25 25 T$ D 25 15 25 26 8•d' G 26 io 26 ZB 8-/• D 26 26 16 ?B 5•t' D 26 ]b 26 26 5=10' D 21 27 27 27 4. CHGOSE A PANEL FP,GId TAfiIES 1.1 T01.5 THAT ii,45 t ADEOUATECLEARSPAN FOR YOUR P+EEDS. 5. OETERM{NE TP,IBUTARY WIDTH FROM TABLE 52 • CALCULATE FROM TRI6UTAP,Y DIAGRAM CN WEST02 PAGE 2 OF 8 6. CHOOS'c A HEADER QOM TABLE 5,1 THAT HAS ADEOU'ATE POST SPACING. 7. USE THE APPROPRIATE FCOTER SIZE SriOWN. 11'•5' C 21 72 to u 10'•11' C r n 27 24 1D-4' L .. Zi n 24 4.11' C n n 23 2+ 9'$ C 23 ?3 23 2a 9'•i" C 27 23 23 27 b'-8' D u 23 13 29 B'$ D II 24 24 24 B'•7 D 24 24 24 24 T-4' C 24 24 2+ 24 ra• D 2s zs 26 zs 1'4r 0 25 e_` 25 25 6'$ D 25 25 25 25 6'-5' D 26 26 26 2R 7D-3' C 23 23 2/ 25 ID-1' C 27 ~ 2° 25 4.11' C 24 2+ 24 25 4.6' C 21 it 24 25 9'•I' C 25 25 15 25 8'-9' D 25 23 25 25 B'$ D 25 6 S 25 6'-7' 0 25 ~ 25 S T-9' D 2fi 28 2fi 28 T-+' a Z5 a8 26 28 T$ D 27 Z7 2T 27 5-g" D 27 27 2i 2T 5.5' C ZB 28 28 ZB y 35 _ 2-2' A r-T D n n 2? ?'~ 84" D 21 2t 21 21 e 2a' A 5.1r D n r< 22 n 5-r D 2, r 21 r 85 1'-'D' A 8'-B" E 22 21 22 72 5-t 0' D 1, 2' 21 21 7 7'-4 R 5.5" E 22 n L' 22 ~$ D 21 11 21 21 75 1'•r 0. 5-2' E 27 27 Z7 a i~S D L .. n ~ 6'~T D 20 22 23 N r•4 D 21 21 n 24 T ~4' D 21 21 22 x rfi D r 21 n r. e•-e• D ?< z2 z r 5$ D 21 22 22 u 6'•T E T1 n72 -- 847 E 12 22 12 5NG PRQIECTION OF SNGLE SPANSTI;CTURE9 (FT) GPI, tV R Fii S 10' 11' 1e^ 13' 14' 15 15 1T 18 14 ~ 21' Lr C~ A ~ ~ 4 4,5' S 55' S 8.5' T 7.5' 6' 85 4 9.5' ID 185' N' rjj~ ' ' ri ; 1' 5 5.5' B 8.5' r 7.5' B e.5' 9' 9.5 iP LOS 11' 11.5' !~' 7 55' B 6S' T 25' 8 8.5' 4 9S 1D 10.5 11' I1,5 12 J ~. ~. =1 3' 8 B.5' T 7.5' 0' B.3' 4 9.S 1D 10.5' 1T 11.5 17 125' _ 4' BS 7 7.5' 8' 8.S 4 9.5' l9' 10.i' 1r 175' t7 RS 73' - % ~ 5' T 7S B' 8.5' 9' 9.5' 14 t05' 11' 17.5' 17 12.5' 13' 13,5' c'-' _; ~ ` ' g T.5' 8 B.5' 4 9.5' 74 70S It' 11.5' 1T 12S t7 135 14' / ~, ~ ,~,. ~ \, ~ r T 8 bS' 4 9.6' 7D 105' 11' 11S 12 11.3' R' 11,5' u' 145 l ' t,7~, i' "~ ~ _ ~ ~ 5 85 4 9.5' 1C 705 11' 1t.5 17 12.5' i3 13S 14' 14.5' 15' /~~j ' ~'~ ~ ~ 4 4 95 10' 10.5 11' 11S 12 125 17 13.3' tf 1:5' 15' 15.5' ~ ~•, !'-! ' 3 1D 95 10' 105 - ;1' 11.5' 12' tL" 13' 13.5' 74 14: 15' 155' 15 o r ~ y-.,,.,,._' s-~~ r o,--e~7C13 8. FOR SINGLE SPAN ATTACHED UMI i USE THE POST S'r10VJN UPGRADE THE ?OSi IF THE HEIGHT t6 NUT SUFFIC,ENT FREESTANDING AiJO MULTISPAN UNITS USE TABLE 5.4. 9. FIND THE 0/C SPACING OR a OF F,4S'Ei IERS'=0R A i 'ACHING TO WALL FROM TABLE 7.5 10. L;SETHEaPPRCPRIATELt^TAILS FOR PATIO SLABS FOLLOW 1{ FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM SlA6 SPACING FP.OM TABLE 5.1 SLAB 8. USE THE SMALLER OF THE 5cAB SPACING OR HEADE'i SPACING SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 ANC 10 FROM A60vE TABLE 5.4 Pert Requirements for Freestanding Structures Post Cescnption Max Heighf POST 04?' 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'^ m m~ N M a' N m ~ Y m N m~ n^ ~ ~ ~l .. 5.0 POST SPACINGS FOR I8~ I ON SIADI SUOB I~~~ TYPEIF00~ RI~~.N I ~D I del IS ~~ CIF ¢~I~ I ,EO I~~ I It ~1~~ ~~icn I FED ~~~ ~ 4 T-Y A 9'•11' C 21 Za 27 25 iB'•7 D 18 31 3] sa 4.5 5~' A 9-9' C 22 Z2 23 N 1T-0' D 27 71 32 34 $ 5'•9' A 9'-5' C 4'y 23 23 24 16-IC D 26 30 72 3! 5.5 5'•Y A 6-t' C 23 27 23 24 16~' D 28 30 32 37 6 a'-9' h d'4C C 24 24 24 24 t5'-71' G 29 30 72 73 8.5 4'-S A 8'•7• C 2! 24 2a 2a 75'A' E 29 30 32 33 7 4'-t' A a•5' C 2A 24 24 21 15'•t' E 30 30 31 33 1.5 3:7C A B'-Y C 25 25 ZS 8 la'-9' E 30 30 31 33 B 3•T A 8'~C' C 25 25 25 s5 14'd' E 3t 37 3t 32 3 7•Y A T~9" C ~ 26 26 i6 73-I7' E 37 11 31 32 '~0 ?4C A T•5' D 25 26 26 2fi t]'•5' E 7I 32 )2 32 !t Y•T A T-3' D 27 2i 27 Z7 t3'-0' E 33 3J 33 33 t2 7-4' A T-0` D 28 28 2B ?8 t7•B' E 34 14 k 34 13 Y•2" A S-IC D 26 28 28 28 17.4' F 34 34 39 34 74 ?-G" A p~T D .28 29 28 28 t7-0' r 35 35 3$ 35 .. ., ... .-r n 'm )8 ?B 28 11'-S F 35 75 35 355 70 4 S-0' A 9-6' C 20 21 22 23 i/'-! u a. ~> >, •+• 4.5 5'•4' A 9'•Y C PJ 2t 22 23 ip•8' D 25 29 31 32 5 4'-Ip A 5-7C C 27 21 i2 23 15-11' 0 25 29 N 32 15'-a E 26 26 30 35 5.5 a'-i' A 8'-T C 21 2t ~ 6 <'-C A 8'a' C 22 22 22 22 75'-0' E ?8 28 30 7t 6.5 3'-B' A e'-!' C 22 22 rR 22 i4-t E 27 28 YJ 31 7 3:$" A r-tt• ~ 22 _ 22 12 U'-Y E 27 2d 28 37 i.5 ]'-Y A T~9• C 23 23 23 23 t3.1T E 28 28 29 31 8 p.0' A T-T D 73 Z3 23 73 13'•6" E s4^8 29 23 b y T-g• A T-3' D 24 2s 24 2a I3•Y E 29 29 4 3D 10 2'•5' A T4I' D 24 2a 24 24 17-8' E 70 30 70 7a I I 2' Y A s-13' D a zs 2s 25 tz-r F b 30 3o s3 t2 i~0' A S-6' D ~S 25 ~ 23 71'-iC F 37 31 31 7t .. ., ... . a.n• n 9A 25 25 25 ip-11' F 71 31 31 37 a 6'-0" A 9'-6' C 2t 22 23 7a I r~Y C 26 31 32 34 !5 5'-4` A 9•Y .. 22 ~ 23 N 16'•8' C 26 30 32 3a a-t0' A 8'•10' C s. r 23 24 15'-t l' D 27 20 32 33 5.5 !'-!" A 8'-T C ?: ~ b 24 IS-5' E 28 30 32 33 6 !•.p' A B-4' C b 23 23 2a 1S-0' E 2E ?0 37 33 6S 3'•8" A B'•I' C l4 24 2a 2a 14'•T E 29 ~ 71 33 7 ]s• A r-1T 24 24 24 N ta•-S• E 29 :9 37 32 15 3'~Y A T•p C 2a 24 2a 24. 73'•it' E )0 'A 31 32 8 3'-0" A J•T C 25 ?5 25 i5 73'•d' E 70 30 31 ]2 y g.8. A T•3' G 25 25 25 25 73.7 E N 31 31 31 f0 2'-0' A Top C 25 26 7E 7E i2-6' E 32 32 72 32 II T1' A p-10' 0 27 i7 27 27 72J' F 32 32 32 32 t2Y-0' A as"-6' 0 27 27 2i 2i ti'-iC F W 33 Ya )3 7) t'aa• A 6.r D n n :~ n t6'•tl• F ;3 3; :a ]3 14 T-B• A S-T C '_T 27 27 27 7C-t F S7 3i' :r3 73 1. CHOOSE FREESTANDING OR ATTACHED STRUCPJHt 2. CHOOSE PROJECTION, WICTH AND OVERHANG OF loll i 3. DETER111NEWINDA,~IDSNrJWL0A00FSTRUCTURESITE {PATIO UNITS LSE t0 PSF MIN, COMMERCIAL UNITS B USE fJPSF MIN) 4. CHOOSER PANEL FROM TABlE51.1 T015 C•IAT HA.S ACECUATE CLEARSPAN FOR YOUR NEEDS 5. DETERMINE TRIBUTARY WIDTH. FROM TABLE 5.7 CALCULATE FROM TRIBUTARY DIAGRAM ~ WEST02 PAGE Z OF 8 6. CHOOSE A HEADER FROM TABLE 5.6 THAT HAS ADEQUATE FOST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHGWN Wesiem Tk4' I beam Attached Freestanding Dr Structure Mufttspan Units M!X MAX POST IESWTH POST MN OOTE 72 I 15' I 18' SPACING POST 31ZE CCF6rHAINED FOOTER I~ TYFE 'd 'd 'd 'd (N GN G41 Ifn) ] NPH EXPOSU RE C a 7d A T-8' D t8 ~ 27 22 73-3' E 22 2d 29 37 4,5 7-8' A r-.' D 79 iA N L 77-)' E 23 27 29 30 5 7-b' A T-1' 0 19 t9 21 as t2.9' E 24 21 28 30 5.5 T-7 A 8'•10' D 2D :G 10 11 t?i' F 24 21 Zb 70 6 7-0' A 6-1' G 2'] 70 20 71 t2~7 F 25 21 26 ~ 6.5 1'-1C A 6'-I' 0 31 20 10 21 1'I'-7 F 25 26 25 2d 7 t'-9' A S•8' D 20 2b 20 20 iD{' F 25 26 27 28 7.5 1'-T A S-3' D Xl 20 20 20 9'•8' F 25 25 2T 2B 8 1'A' A 4'-11' G 10 70 20 20 6'• ~ F 25 25 26 28 B 1'•4' A 4'-i C A 20 20 20 8'-" F 25 25 25 21 10 T-Y A 3'•11' C 9 20 20 20 T)' 25 25 25 28 D 4 r4r A T$' D 20 I1 22 27 13-3' E N 2w st -e a,5 e`d' A T•4' 0 9'] 71 ?2 27 73:p E 25 29 30 72 5 75` A T-t' D 27 27 27 13 77.9' E 2s 28 30 31 5.5 Y•Y A 8'•10' D 77 2t 2t t? 72i' F 26 28 JO 3t _ _ i ~ 6 T+T .4 6-1' D 71 7t 2t 22 t2-0' F 26 2d 70 31 ° 6.5 1'•10' A 6-I' D 21 77 27 ?2 It'-7 F 18 77 b 30 ~ ws ~ 7 1'-4 A °-d' D 21 21 21 .~ t0•4' F T6 21 29 30 iu~oa m 7.5 1'-T' A 5-3' D 21 27 71 27 9'~d' ` F F 28 2 2i 26 zB ' B ~ ~~$ ~:E € L ' D I N G P ' R O D U C: T' S 6 7'43' A 4'-11' D 27 27 21 27 D-t 8 e u 227 Sauth Town East 61vd ~R. TAeI£5.7Tk18UTARY NADTNS FOR SNGLE SPAN ATTACHED 6TRUC1URE9 Mesquite, TX 75149 NAG PR0JEC110N OF 9HGLE SPAN SIUCTURES IF1t I9T2) 285811 ' 2 73 ta' iS t6' IT '8' 7$ 2p 2T 22' 73 F(972-8825818 ~ 9 5 1O iP i ' ' p 4' 4.5' S' S.5' 6' 85 T Z5' 6 8.S' 9' 9.5 10' 105 tt 14 t' 4' l5' S' S5' 6 fly' T 7.5' S 8.5' 9' 9.5' 10' 10S' 77' ta' 4' aS' S' S S S fly' T 7.5' 6 8.$' p 45' ip 105 1'• ta• Putnam Engineering T 6 4 5 5' . 5' S 6' &.5 T 7.5' 6' b5' 9 9.5' 7C f0S 7r ta' 3441 rylink F1ace p ' ' . 4 6' S' . S 5' d 6S T 7 S 8 bS 9 9.S' tp tD5 7r 1a Lynchburg,YA 24503 4 ' a /' . 4S' S' . SS' 6' 6S T . 7.5' 8 8.5' 8' 9.5' ip 70,5 IT 14' 434E 3) 84-214 5 ' ' 5' S SS 6' fi S 7 7.5 8' b.5' 9' 9.5' IO' 105 II' 14' CadDWlam~adelphlOAet: 3 T s 4' 4. IS' S' S.5 6' . 3.S T 7.5' 8' 8.S 9 9.5' 7p 10.5' ' II' ' 74 ~ 4 d' a' 45 S' S.5 B' 65 T 7.5' 8 8.5' 3' 9.5 ip 105 I; ta 9' a' 4.5' S 5.5' 6' fly T i.5' 8 8.5' 9 9.5' Ip 10.5' N' 14 t0 ti' 4.5' S' S.5 d' 85' T 1.5' B' d.5' p 95' Ip 705' 71' 74' 6. FOP. SINGLE SPAN A'TACHED UNIT'JSE THE FOS7 SHGNlN UPGRADE THE POST IF THE hEIGHT IS ('~TSUFFICIENT FREESTANDING AND MULTISPAN L'NITS USE TABLE 5.9. 9. FIfID T-IE OIC SPACING CR # GF FASTENERS FOR ATTACH'DIG ~ ;; WALL FROM TABLE 7.5 10. USE THE.A"rFROPRIATE ~ ~Ei AILS FOR PATIO SLABS FOLLOSN 1~ FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM SLAB SPACING Fr OM TABLE 5.6 SLAB 8. USE THE SMAL~R G THE SLAB SPACING OR HEADEp SPACING SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UNITS GN SlAB SLAB 10. FOLLOW 9 AND 10 FROM A80VE TABLE 59 Post Requirements For Freestanding Structures Fosl CeSCrpco6 Max POST Neigh: t7.0~"SteelGovelleai 5 E I 0.1."~a"cd"Xd' SGUare Alum tT F i C_t~C2'k4'z4'SteelPosi 'S' G QY2@'k5'x5 St°e' Post 76' R Page 18 of 27 ~ ~~ ~' -i.. 1.1 ~t ;c i i,t, t` ~',~ ., ., t,a~n", _ _ N /O :~_ ryl Jv~ ~+, fy ry ~I t~ f~' ~ - rV fpV fV fV ftl rV !V N 1•~ N N N ni fV N N N n rV' ~I ~ ~I r~ iv N N N r •~ 1(I f~1 Jul f) (. 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I _. M1 ~ in in ~ v, M ^ f ip in b "a Fi i%I tv N N tv N N n ~ ~ l1 P f F. -o F11 ill a w 'ro h r;l N N ~ ~ a rail O II~~ W _ ~ n N ,O W ~ ~ ' n In n m a ° ~~ ~ ~ ~ m ~. a ~ ~+ ,n ,N W, ti I' m n ~ r^i n ;1; m I_ .. .. n 7 m o r lIJl.. o Y V V' Y, W m h ~ m Q, O r- p r ti „* _ n V1 ~ t0 O O ' ~ ~ 6 m ~ ~ n ^ 5.0 POST SPACINGS LOAD IK10n1I ONN SLAB I SLAB I F~ ~ TYPE IFOOTERI ~ i I~ (PSF) (F'f) SFACNG FOR SPACIN POST SIZE CCNSTAAINEI SIZE .~ MW FCOTER 8 I td I 17 POST SIZE CONSIIWNEO FCOTF TYPE •a• •c ~ v ~ 'e' +.i 6i' A 15-1C D 26 27 28 30 a 5-9' A 75-+' D 27 ?7 28 ~ 5.5 5-Y A 14'-1' 0 27 27 28 29 8 4.9' A 17-9' 0 2T 2T 27 29 8.S 4'-5' A t7.4' D 2H 2b 26 ffi T 4'•1' R 1Z-3' D ffi 28 28 ffi 7,5 3'4C A 11'•70 D ffi 28 ffi ffi 8 7-r A 1T-8' D 28 ?B 28 26 9 7-r A ID'•IC D 19 29 29 19 t0 7-iP A tDJ" E 2A 29 29 29 '~t ~ , A 9'-g E 30 30 30 30 :2 <'4' A 9'•4' E 30 30 30 3C 73 7•r A 8'~8" E 30 30 ?0 30 14 7,T A 8'~'_' E 77 3! 31 37 1.5 SJ' A t4'-J' D 24 25 26 27 5 44P A 13'~A" D 24 25 ZE 2] 5.5 4'-4' A 13-4' D 25 75 26 Z7 6 1'$ A 77-r D ZS 25 23 26 6.5 7$ A 11'$' D 25 25 25 16 7 7-S A 11'-3' D 25 15 25 26 7.5 7.7 A 70'~1C 0 26 26 26 Z6 6 7.0' A 10'$ E 28 26 26 26 3 7-B' A S•I1' E ?B 26 28 26 ID 73' A g-i' E Z7 Z7 2l Z7 I1 Z-r A 8'd- E 27 27 2J 27 12 7-0' A b'4' E 27 Z7 27 27 2.7C C 26 u n 18 17•r C 25 25 Z7 28 71'47 C 25 25 26 Z7 Ig$ C 25 25 Z8 "<7 Ig-t' C 25 25 25 26 g-9' C 26 26 26 26 0-5 C 26 28 28 26 g4' D 26 2fi 26 ffi 8.1' D ?6 26 26 28 T-8' 0 27 Z7 T7 2) T-3' D 27 27 27 71 T$ D 27 27 27 z7 6.8' D 28 ffi 26 ffi 8•P 0 28 28 28 ffi rr c zz a3 2s 26 Ig-r c 22 z3 2/ 2s t8-t' C 22 23 Z4 25 g-8' C 23 23 2/ 25 g-3' D ZJ b 24 25 B'-11' D 23 27 23 24 8.7 D 2J 27 23 24 T•1C D 23 23 23 24 M' 0 24 N 24 24 T-0' D 24 24 24 24 6.8' 0 25 ZS b 25 8-0' D ffi ffi 25 25 18•r C 27 24 26 P 18-0' C 23 24 ZS 26 g•T C 24 24 15 2a 8-0' ~ 23 23 24 28 8-3' C 24 2/ 24 25 1'-11" C 14 24 24 25 T-S' C 24 2/ Z4 25 T•5' C 29 N 24 2S 8-11° C 25 25 ZS 25 8•Y C 25 25 25 25 5'4C C .. ~S 2`. 25 s•r c 26 2s 29 ffi 54' C ?6 26 26 26 S•t' 0 26 25 2fi 2B g$' C 21 23 24 25 B'$ C 21 '~'! 23 2/ B-a' C 21 2"e 23 21 T-1C C 27 Zt Z3 2/ r$ c 1z zz zz z3 TJ' C 22 22 L^ 23 8-11' C 22 22 22 ra 6's' C 22 12 22 23 s'41• c z2 22 zz 2z 5'•T C 23 23 Z7 23 5'-3' C 23 2] 21 23 5'4Y ~ 23 27 23 23 J9 4 <5 5 i.5 6 6'-0- 5'•/' 4'4C t~4' /'4T A A A A A 17'-/- 74'-7 11.9" 13'-/" 17.2• U D D D C [~ 25 ffi 26 26 a 26 2fi 28 26 [o 28 27 27 27 a 29 29 28 26 :~^+ t.'•Y 18-r 18-1' g-8' ~ C C C C •~ 23 24- 24 24 •~ 25 Z4 24 14 •• 26 26 25 25 - 21 27 28 28 .- g-8" 8'-8' 8'•3' T-1C _ C C C C - 22 ?? 22 23 _. 24 23 23 23 _- 25 24 24 2/ _ 26 26 25 25 65 ]'•8' h 11'-8' D 27 27 .~ 27 g-3' 0 25 ffi Z5 2fi T$ C 23 b ZI 25 ' -'4 A t"v D 27 27 2i 27 8'-it' D S ffi 25 28 T•v C ?3 23 2] N 75 3'-r A 70.10' 0 Z7 27 27 27 6'Z D 25 25 75 Z5 8-11' C 23 2] 23 2+ 8 3'•0" A 10'-S E 28 28 18 28 T~1C D .. 25 2S 2S 6'-/' C 23 23 23 2+ 9 xg A 9'-I :' E ffi 28 28 26 T5 D 25 25 25 25 S•I I' C 24 '2+ 24 2a 10 .. A 0-S ?9 29 29 29 T-0' D % 28 25 26 s'-r C 2a 24 24 2+ 11 ri7 A 3'+T E 29 19 29 ?9 8.8` D 26 ffi 28 36 3'-3- C 24 24 2+ 24 12 7-C A 8'-1' E 29 29 29 ?9 5$ 0 25 28 2fi 26 5'41 D 's5 25 25 25 13 "•IC A *'C E Z9 ffi 29 29 5A' 0 21 :7 27 27 4'$ C 25 ffi ?5 25 u I'-8" A T-5' E 30 3C 38 30 i'6' 0 27 Ti 27 27 1'i' D 25 2fi 25 2S GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHGCSE FREESTANDItAG CR A i ACHED STR'JCTIJRE 8. FGR SINGLE SP.MI ATTACHED UNIT USE THE FGST SHO'7fN 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UN1? UPGPADE THE POST IF THE HEIGHT IS PJOT SUFFICIENT 3. DETERMTJE WIND AtJD SNOW LOAD CF STRUCPJP.E SIi E FREESTANDING ANC'4ULTISPAN UNITS LSE TABLE 6.4. (PATIO UNITS US'c t C PSF MIN, CCMMEnCIAL UNIT S 9. FIND THE 0!C SPACING CR a OF FASTENERS FOE ATTACHING USE 2CPSF MIN) TO WALL FROM TABLE 7.5 4, CHOOSER PANEL FROM TABLES 1.7 TO 1.5 ThA,T HAS 10. USE THEY PROPRIATE Ge TAILS ADE-0UATE CLEARSPAN FOR YOUR tvEECS FOR PATIO SLABS FOLLOW 1.6 FROYI ABOVE THEN ~. DETERM'NE TRIE~ITARY WIDTH FROM TABLE 6.2 SLAB T. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 8.1 CALCU~r"" E FROM TR'BUTARY D!AGRAhI ON WE5702 P0.GE 2 OF 8 SLAB 8. US.= THE SMACI.ER ~ Pr!E SLAB SPACING CR HEADER SPACING ~. C'-OCSEA HEADER FROM TABLE 6.1 TF';AT tl4S SLAB 9. PT'A' MAY BE U~~ FOR ALL ATTACHED UNITS ON SLA9 ADEOUAI t POST SPACING. SLAB 10. FCLLOJV 9 A~ 10 FROM ABOVE T. USc THEAP~OPR!ATE FOOTER SIZE SHOWN reel 6" C Eeam (t=0,105") Steel 5' C Beam (t=0.0?5") Steel 5' C BP.am (=0.06(1! TABLE 6.1 AttachEd Freestanding cr Attached Frees~rlding cr Attached r`reestandirg w Structure Mumspan Unlts Stmcture tduYJsDan Un3s Srxture Multispn Units TRtB MA1C POST MAX AIAX POST L'r?JGM 14AJ( NNX POST LEMi7N NUn MAX POST LENGTH MOTH POST REO'D POST M94 DOTE e' I 1C I 72 POST MM DOTE 6' I 1C 112 POST h9N OCTE 8' I i8 I 17 (F71 SPALDVG FOR SPACWG POST 91ZE CCNSTRABIED FOOTER SP POST 912E CONSfPNPk'D FOOIEP, SPAp POST SIZE CONSTRAPIEO FOOTER ON SLAB SLAB IFTI TYPE 'd' 'C 7 'C IFT) TYPE 'S '4' 'd' 'S (Fn TYPE 7 V' 'd 'S (FO Im) pM hl t~l 6n) tml (YQ hll 9n1 (ml 8n) Ifn7 W MPH EXP09JRE C / 7$ A 78$ 0 Zt 23 24 26 b'-0- 0 19 22 23 2d 6+S C 17 20 u 23 45 7$ A 18$ E 21 23 24 25 T$ G 1B 21 22 27 S-0' C 18 ffi 21 ?? 5 Z-S A g$ E 21 22 24 ZS T-1' D 19 21 22 b 5'~S C 18 20 21 5.5 2-r A 8•r E 21 22 ~ ?4 S•g D m 21 22 27 5'+' C 19 2C 21 22 6 7-11" A 8'•3' E 22 22 23 24 6'•t' 0 20 20 27 22 5'•1" D 78 19 20 21 6.5 140' A T41' E ~ L 23 24 5'-10' D ffi III 21 II 1'~r C t6 1E 29 21 7 7'-9' A T-r E 22 22 22 24 S-r D 20 A 21 22 +'~S 0 18 19 20 21 7.5 1'•T A Tf' E 22 22 22 27 S''-S D 20 21 21 II +'~7' 0 19 19 19 20 6 t'$ A T-t' E 23 ?3 23 23 5'•r D 20 20 ZO b /'-0" D 79 79 19 20 9 1'i' A 8.8' E 27 23 23 23 4'•r D 20 10 20 27 3'~g' D 79 t8 10 N 10 1'-2 A 6$ E 23 23 23 23 1'-4• E 21 Z1 21 27 3'$ O 79 t9 t9 20 ~~ re• a 4'-A• F tt ~t 77 77 1'.i' F 21 21 21 11 3'~C 0 20 10 20 21 4 3'$ A 11'•T E 2] 25 ffi 27 8'$ D 20 23 24 25 8'•S C 79 2t n zs 1.5 7$ A 1C-it' E 23 24 18 2T TS D 20 71 2t 25 6'd' C 78 21 22 23 5 7.5' A 18-5' E 2J 21 ffi 27 T•1' D 21 22 23 14 i'$ C 19 1! 22 23 5.5 7-r A g-11' E 24 21 S 26 S•g 0 21 22 23 Z4 54" C 19 20 22 23 8 7-0' A g-S E 24 24 S 26 6'4' D 2t 21 22 23 5'~t' D M 's0 21 .- 65 S'•1C A 8'-8' E 24 21 24 25 S-IC 0 21 21 22 23 +'~r C 20 0 21 ~ ' 1'•g A 6'-i" E 24 2/ 24 25 9'-r D ?I 21 22 ,-? +'4- 20 21 22 7.5 1'-T A 6'-C E S 25 ffi 25 5~5- I 0 Lt 22 _. ~ Cf"•+'3' tt19 7 ~:a ~ "0 20 2I 8 4S 5' SS 6' 8.5 T 7.5 6' B S g 9.5' iP 10.5' 77' n 3 1' S' S.5 B 8.5' T 7.5' 8' bS g A.5' I D tO.S 11' 113' ~ `~ - -`~~. ~3 2 5.5 8 6.5' T 7.5' 8 6S 7 9.S 18 t0.5' 11' 11.5 12 t\ ~-_ (~;,, 3' B 6.5' T 7.5' 8' 8.S g 9S 10 10,5' It' 11S 17 12.5' r ~~a' ~ "~~~ ~ ~,v _ 1' 6.5 T T.5' B' 8.5' g B.5' t8 10.5' t1' t1.5' 1Y 12.5' 13 ~ 7j1~~~~;~ `~i 5' T LS' 8' 8.5' g 9.5' 10' 10.5 11' 11.5 t2' 12.5 tl' 1J.5' ~~•, ~ •t1f 1t~ Al 1 6' i 5 g B.5' 9' 9.5' 1C tO5' 1T 11.5' 17 12.S 17 i3.S 16' ~ T 8 8.5' g 9.5' 10 10.5 1T 11.5' 1<' 17.5' 17 135' tl' 14.5' 8 8.5' g 9.5' 18 10.5 it' . i5 17 12.5' 7T 115 1/' 71S' 14' - g 4 9.5 78 10.5' n' 11.5 t2' 725 17 13.5' u' 14S 15' i5.5 ~v~~jP,~~ C"5___-- 18 3.5' 10 10.5 11' 71S' t7 12S' 13' t3.5' 14' 14.5' 15' S5 i' ~ ~ ~- - ~ - -- - ....w. ~--s.. TABLE 6.4 Post Requirements for Freestanding Structures PDSt Cescnptlon Maz Height PGS- O.C43 " Steel Cloverleaf 8' E 01C 5 x4'~C4" Scuare Alum 12' F 0 iF,E ~'z4"x4" Steel Post t5' G 0.18 6" r`>a° Steel Post .5 •i Y ~BUfLDE~iG fSRODUCTS Z27 Sauth Town East Blvd Mesquite, TX 75149 (972( 285.8811 F(972! 882.8818 Putnam Engineering 3441 Ivyiink Place Lynchburg, VA 24503 (4341384.2514 carloutnam,~c adelDhia.net Page ?0 of 27 r ° ° ' N N n _ J ~ m ~ - al N a u I) n In m ul V N m v~ N ~, M ° n ~ $11UU m In • u N -+ u O m in ^I in S in u~ a o ~ In m N A W N~ O N N m In N In a T~ ~ ~ ~ O~ S -N1 ((~~ ~ ~` _ - A7 a ~w h' a _I N nt 6 ^7 -, I~! Y O s i '~ "! ~4 b N V 41 r.j N N I.t N N W u W A rt 6: ~ ~_' '! t'i ~ I ''~ ~F -~ I ~ • , ~ N N N N N h W J W~ w A A N, Ut ~=~f y y I'! ~! , ^! 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A 22.6' E Z9 32 3+ 35 5 5'•9' A 20'-8' E 29 31 33 k 5.5 5'-7 A 19-10' E 30 31 73 Y 6 4'-9 A 19'•0` E 30 30 32 3• 93 4'-5" A te'4' = it 3t 32 33 7 4'-t' A 1T•r E 57 31 32 33 7.5 3'-1P A 1T-0' E 32 32 32 33 8 S'•1" A 15'-T E 31 71 31 32 9 3'•Y A 14'-8' E 72 72 32 32 10 2.10' A 13'•17 E 13 33 33 33 11 T-r A 13'-3" E 33 33 33 33 IZ 2'•4' A t2-0' E 33 33 3] 33 13 Z'-Y A 11'-8' E 33 33 13 33 14 7-0' A 11'•t' E 34 3a 34 34 15.1' 0 ffi ]0 32 13 tr-n- c [s as w s 15•Y D ffi 29 37 32 12•t0" C 24 28 29 It 1sa' D z7 za 3D ]2 IT-0' c 2s z7 z9 30 14'-5' D 27 28 ?0 31 11'•Y C 25 2T 2E 30 13-9 D Z) ffi 30 31 193' C 25 28 28 <'J 13-1' p ffi 2E 29 77 9-71' C 15 26 2? ffi 77.6' D ffi 28 ffi JO 9d' C ffi 26 2T 2E tY-0' D ffi 28 2B >0 E'-11' C 25 25 27 ffi 11'•7' D ffi 28 ffi 70 8'-8' C 26 26 28 28 1D'-7 D 28 28 28 29 T•E' C 28 28 28 27 9•d D 29 29 H 2B T-S D 28 26 28 2T 9-0' D 29 ~ ?9 29 5.10' D 27 ., 21 2J 5F E ffi 29 29 ZB 5-4' D 2i 27 2i t7 5•C E 70 39 30 30 5'11' D 27 27 21 27 7'-7 E 30 30 30 70 5'-T D 27 27 2i 27 T'.7 F 'Yi :ifl 70 70 5'•3' D 27 27 27 27 30 4 5-0' A 27.1' E 28 30 32 37 15'•8' D 23 ffi 29 31 12.5' C Z2 25 28 29 - l5 5'-4" A 29.1' E 26 29 31 33 N''-B' D 24 ZT 29 ]0 11'-5' C 22 26 27 2A 5 1'•10' A 19.1' E 27 29 31 32 t3.9 D 24 27 ffi b 1O-T C 22 25 27 28 5.7 44' A 18'•Y _ 27 ffi 30 32 13-9 D 24 29 ZB 29 9'-10' C 22 25 25 27 8 4'-0" A 1T•5" 28 28 30 31 173' D ZS ffi 2a 29 9-3" C 22 24 ZB Z7 6.5 3'•8' A IS'41' E 25 28 29 11 11'•19 D ffi 28 2T 29 5.8' C ?3 24 25 26 r 3~5` A 15V" E 28 28 29 30 19.9' 0 25 25 _r, ffi 8'•7 C 23 24 25 25 75 3'-7 A t1'-9" E 29 ffi 29 3a 19-3' 0 25 25 26 ffi T-9' C 23 23 2d 8 ]'-0" A 14'•3' E ffi 29 'ffi >D 9-19 D 2S ZS ffi ZI T-a' C 23 Y 24 25 9 2'-8" A 1J'3' 'c ffi 29 29 29 9-7 0 26 ffi 29 27 T-0' D 23 23 is 25 t0 2-S A 17-7' E ffi 29 29 29 8'6' E 28 29 26 ffi 5.5' D 24 2a 24 ZS 11 7-Y A 1f'6 E ~] 30 30 30 E'-0' E 26 26 26 26 5'•11" D 24 24 2a 24 12 T4!' A ii'-0' E 3D 30 b 30 TA' E Z6 26 25 28 SE' D 24 2a 24 24 ." .~..,. .,. ~. a ~n ~n ~n 'ut 7'-t• F )7 ]T 21 27 5'-1' D 24 2a 24 24 30 ! 5-0' A 22'-P E 26 32 3a so taro' u a <a a~ +< ~<-+ ~ •+ ~. •. .- /S 5'•4' A 2O•T E ffi 31 33 34 1P-E' D 25 29 30 72 t1'-5' C 23 Ti 28 70 5 4'•70' A 19.1' ~ "c 23 30 32 ''4 13'-9 G 29 28 30 31 19-T C 24 26 29 29 55 4'-Y 0. 16'-Y E 29 30 32 77 13'•7 D 28 Z8 29 37 910' C Za 2fi 27 29 8 4'4Y A. 1T-5' E 30 30 32 73 1T•S 0 26 ZI 29 30 9.3' C 24 25 27 a8 6.5 3'-8' A 15'• t t' "c 29 29 37 32 t t'-10' D 27 2T 29 30 8.8' C 2a 25 27 ffi ' 3'-S A 75.4' ° 70 30 31 32 709' D ffi 28 28 29 S'-7 C 24 25 26 2i 75 ]'•7 A t4'-9" E b 30 30 32, t0'•S D 27 27 28 i9 T-9' C 24 2a 26 2i 2 3'-0' A ta'•3' E 3O 30 30 31 9-i9 D 21 27 Z7 29 T-a• C 24 2a 25 27 9 7.8' A 13-5' 31 31 "al 31 9.7 D '27 27 27 ffi T-0' D 25 % 25 26 10 73' A 1<'-I' E 31 31 31 31 5h E 29 29 2E 28 55' 0 25 25 25 25 11 <'-7 A 11'-6' E 32 32 32 32 5-0' E 29 28 28 ZB 5'-11' 0 25 25 25 25 12 2-0' A it'+7 ~ 32 32 32 32 T-S E 26 29 28 ffi i'-8' D 25 23 25 25 13 :'~iL" A 'Ga' r 32 32 32 32 T-1" E 26 28 28 ffi S-T D ?5 b 25 25 u I' ;' T~1' F T.,1' 33 33 33 5-9' E 29 x ?9 29 4'•9 D 28 26 ffi 2E GEN EnAL IN° T'UCT IONS F OR TH ESE TA BLES Steel 10'x3.S' C Beam (h0 t05") Steels 0"xS.~' C Beam (t=0 C i,;) Stt<I 1G" 5' v team If--Q C60+') TABLE 6.6 Aita~leo 'rreestarlding or AttacheD Freestanding or Attached Freestanairg Dr $tnlCture MulCspan Units Structure Multispan UnAs Structure 'dultispar Uruts uvE rnie MAx Posr TAU( MAx Pasr :ENGM uAx NAX Posy tEt~ilk vAx n9Ax PcSt ts7GTH LCPD WID1H POST READ POST MW 00 S I f7 I t2 POST MN TE 8' I 10 I t2 POSi NON t B' I t0' 12 )PSF) IFrI SPACWG fOR SPACING POST SQE CONS7RNNED FOOTER SPACE POST SRE ONSI'RAWED FOOTER SPPL` FCST SIZE CONSTtrAMED FOOTED ON SUB SUB (Ft) TYPE 1f 'C 'd' 7 (FrI IYFE 'd' 7 7 V ',Ft) tYPE 'd' "d' ^S 'S (Fi) tin) Iln) (tn) (Gry ('m) (nl rn) r~l iinl Jnl (nl ra+1 t00 MPH EXPOSURE C Hl 4 3'-0' A 14'•5" E 27 2T i9 30 10'•C D 70 25 26 21 T$' C 18 23 2< ?8 45 2•E' A 13'•T E 23 27 28 30 9.3' D 2O Z4 28 27 ~ < 0 19 24 2i 5 Yd' A 17-19 E N 26 28 28 8'-8' E 21 24 ?5 16 B~r G 19 Il 24 25 53 Z•2' A It'-8' E 24 26 27 26 9-P E 21 24 25 26 6'Q' 0 19 Yt 27 N 6 7-0' A tf4' E 24 25 ZI 26 T-8' E 21 23 24 M 5'•7" D 19 ?1 13 24 BS t'•10' A tb•8' F N 25 D 28 T-3' E 21 73 24 25 5'~Y D 19 21 23 r 1'-9 A 19.3 F 24 25 29 28 6-1P E Z1 23 "a4 25 P-10' C 1B 21 22 73 IS t'-r A 9.70' F 25 25 26 ll 5-6' E Z2 22 24 25 4'-T D 19 20 22 ?5 8 f'fi A 9-0' F ZS 25 26 27 5-Y E 22 22 23 24 4fi D 20 2D 22 27 9 t'-4' A 8'3' F Z5 25 25 28 5=8' E 22 22 23 2a 4'-1' D 20 20 21 Z? 10 1'-7 A 9'-0' "r 25 25 Z5 28 5'-7 E 22 22 Yc 23 ]'-S D Xl 27 ffi 11 /.5 72' A 14'•11' _ Z8 29 30 72 9'-3' D 22 25 27 ffi T-Y 0 20 24 25 26 5 7.5' A 14'-1' F 3fi 28 30 71 e'~8' E 22 25 ffi ffi 5•T D 2J 23 25 ffi 55 2-2' A 13'-S F 26 28 30 ]7 8'-t" E 22 25 28 ."7 5-0' 23 Z4 25 6 2-0' A t7-t0' F 27 2E 29 37 "-E" E L' 24 Z8 27 5'~T b ]4 15 6.5 I'•tS A 11'$' F 17 27 29 ?O T~3' E 2J 2t 25 Z/ ~ ~~ 2a 7 1'-9' A 11'•3' F 27 27 28 30 5-10' E L 2< 25 25 -t~, t 74 73 t'-r A 19-tO' F 21 27 28 ffi 5A" E 25 2S 25 26j 4~i' ~ 14 D 4.5 5' S3' 8' 8 5 T 7.5 B' 8.5 I' S' S.5' ~ 5 8.5 T 7.5 8' 8.5 9 ? S,S 8' B.S 7' 7S 8' B.S 9 BS 3 5 65 T 75 8' 8.5 9 9.5' 19 4' 8.5' T 7.5' E' BS 9 9.5 1Q 10.5' S T 7.5 6' 8.5' 9' 9.5' 10 10.5' t P e' 7s e• as' 9 Bs 1D 1as n• ns T B' BS' 9 8.5' 19 10.5' 11' I t.i' 12' 5 8.5' 9 9.5' 10 10.5' 71' 11.5' 77 12.5' 9 9 9,5 1B 10S' if' 11.5 t7 12.5 i~ 10 8.5 70 10.5 11' 11.5 77 12.5' 13' 13.5' 15 19' 20 21' Z'r ~'~'.:sue ' 9 9.5' 10 105' 11' ~ i ~, ;tl{.611 ~, ~ r~ t 9.5 10' 105 I1' 11.5' ~~~~~` ~~ iQ ' 70S 11' IL5' IY ' ~~ ~/t1ii;; \1 `' ~ 10.5 1T 11.5 17 72.5 ~1h ~ i t' 11S 1? 12.5 1'a' ~' ~~ 11.5' 17 123' 13' 715' 77 1zs' 17 us u' XPIRES 0-25" 125' 17 13.5' ta' 14.5' E 13' 13$ 14' 14 $ 1$' ' 13.5' 11' 14.8 15 tS5' tr 143 15' 15.5' -t5 TABLE 6.9 Post Requirements for FreesUnding SWctures FostDesaiption Max POST h'eigM C C43" Steel GIo~Enea1 8' E C 125"x4"xd" S,:uare Alum 12' F G 189"x4"x4" Steel Post 15' G C 188"x5"xJ" Steel Pest 18' H Mme"'""" i ii . ~J.JILDi~fG PRODl3CTS Z27 South Town East Blvd JA6squfte, TX 75149 (972) ZBS-8811 F(972J 682-9818 CHOOSE FREESTANDIPJG OR ATTACHED STRUCTURE 1 8. FOR SINGLE SPAN ATTACHED UNIT USE T'r'.E POST SHOWN . 2. CHOOSE PRCJECTION,IN(DTH ANOOVERHANG OF UNIT UPGRADE THE PGST !F THE HEIGHT iS NGT SUF=1C15VT 3. DETERMINE WIND ANC' SNOW LOAD OF STPUCTURE SITE FR~STP,~DING AND MULTISFAN UM1IITS USE TABLE 6.9 (PATIO UNITS USE 1D PSF MIN, COMMERCIAL UNITS 9. FIND THE OIC SPACIN% OR # OF FASTENERS FOR ATTACHItvG USE 20PSF MiNJ TO WALL FROM TABLE 7.5 4, CHOOSE A PANEL FROM TABlE51.1 TC 1.5 THAT HAS 10. USE THE APPROPRIATE DETAILS x AD'ECUATE CLEARSPAN FOR YC~1R NEEDS. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN fi FP OM TABLE 6 6: GETERMINE TRIBUTARY WIDTH FROM TABLE 6.6 . . SLAB 7. C'Ei EFMINE MAXIMUM SLAB SPACING CALCULATc FROM i RIBIiTARY DIAGRAM CN VJEST02 PAGE 2 OF 8 SLAB 8. USE THE SMALLER OF THE SLAB SPACING CR HEADER SPACING fi. C'r~CSE A HEADER FROM TABLE 6.6 THAT HAS SLAB 9. POST'A' MAY BE USED FOR ALL ATTACH©UhATS CN StA6 ADECUATE POST SPACING. SLAB 10. FOLLOW 9 ANG 10 FROM ABOVE i. 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M N en ~ 1 ! n b ! m `- ~ ^ ~ O ~ N M a w m 7 n n .n !o n a M a N m o .- f U 1~ m m ° .- .- .- _ - _. _ ° . ~ to ~ ^ w T w „ m b n ~ r ~ ! _ v Y '^ u! m n ~ ~u Z O d rv .~ 5.0 POST SPACINGS !FT) SPACING FOR SPAC POST QF nOhll ON SLAB IRSIAaI ~~ ~ IFCDTE iYPE d +,5 Bi' A 22'•S E 29 33 75 16 5 5'-9' A 21'7 E 30 32 34 7fi 5.5 5'-r A 28.7" E 30 31 34 35 6 4'•9' A 19'5" E 31 32 33 75 8.5 4'~5" A 78'-i E 31 31 33 35 7 C-1' A IT-01' E 37 31 37 34 Z5 3-t0' A 16'5` E 31 3I 31 N B T-T A 15-it' E 32 32 32 33 B T-r A it-I ;' E 32 32 3Z 37 10 7.10' A ii'~1" E 37 33 >3 33 11 Y-T A 13'-S' E b 33 33 33 12 7-9 A 17.7 E 33 33 3.'' 33 13 Z'-r A 11'-8" E 73 33 33 37 it T-0' A It'-7' E ]t M 34 34 w r-t r A 10'~S' F 34 34 3A 34 a.5 5'-r" A 28-T. E ( Z7 11 32 3+ 5 4'-10' A. t9'-6" E 27 30 82 37 5 i 4'1' A 18'•7" E 28 30 37 ~ 6 a'-0' A t i'8 E Z8 ?D J1 73 6.3 T-8' A 76'~s' E 28 29 30 7Z 7 i'~5' A ti'-T' E 2B 29 a'7 3Z 7.3 3~7 A IS'-C' E ?8 28 30 31 8 3'-0' A 14'-8" E 19 29 $ 31 9 TF A 13~i E 29 iA 29 3' 70 7-S A 17.7 E 29 29 $ 10 11 7-T A II'~T E 3G 30 3C 30 12 7-0" A U'-t" F :>0 30 3r1 :>Q n r_tn• A ID-T' F 30 30 7C 30 OST MN FOOTF ACaFG POST 512E IF-r~ TYPE 'd 18.8' 0 26 37 S.1 so 1T•3' D 27 31 33 3a 16-r D T7 ~ 72 73 14'-8' D 27 $ 31 33 13.9' D 27 18 37 37 13.0' D 28 $ $ 32 tT•5' D 28 $ Sri 31 II'•1P D 28 $ 30 It 11'-4" 0 29 ~ 79 31 1D•8' D 29 $ i9 70 YF 0 29 29 ~ 29 9'-i' D 29 $ 29 29 8'F E 29 $ 19 29 8'{i' E 30 30 30 30 Tb" E 30 N 3G 30 15.8' D 24 Y $ 7Z 13'•70' D 24 $ i9 71 73-0' D x a a m 72.3' D 15 27 $ 7D 17'-T 0 25 T7 28 79 m-t• D 25 ~ 2e 78.5' 0 25 2B 27 19 tU-I' D 25 ^~" Y 28 8.7 D 26 28 7/ Z8 8'fi E 26 26 $ T7 T-; I' E M $ $ 77 T8 E 26 $ 2fi 26 R-t t' E 2fi $ ii 26 4 o-C A 21'9' E Zfi ?3 34 36 15-8' D 25 3] 72 :++ MN f00TE '0.5T SRE YPE 'd 12'-B" C N 28 30 32 1Y-+' C 25 28 30 U 11'-5' C 25 28 29 71 18.8" C 25 27 29 38 10'-0' C 2i 17 28 70 B3' C 25 $ 28 19 B'-10" C TS 16 28 29 8-a' C 26 $ 27 28 T~Y" D 26 % 17 28 7.3" D 26 ie 26 27 5d D 25 ae 28 2T 5-1' D 26 ?8 26 28 5'-8' D 26 TE 28 26 5'-T D 27 77 17 17 t±•.e• c 12 n 2e :e 70'-9" C 21 1fi 28 24 9'4P C o. $ 2i 28 B-3' C Z7 2S 1i 28 8-T C 27 15 26 27 e'-t• c z3 2a ?e zl 8-0' 0 23 24 2fi n T-T D 23 24 25 i8 8'-tP D 23 23 25 28 e-r D 23 23 24 25 5-B' D 27 s7 27 25 s-5• D 21 z, z4 z+ 45 5 35 9.4' 4'-t0' 1'-+" ' " A A A 27-T I8~6 I8'•T' 1ri9" E E E ' 28 J 29 3D 32 32 31 31 34 74 33 33 36 75 ]5 :4 15'-6' '3'-1P 13'-0' 1Z-7' D D D D 26 28 18 28 30 19 $ eB 32 31 30 30 73 Y' 37 71 '~"8" 10'-9" 9'~it" 9-3' C C C C 24 24 24 24 $ 27 T/ $ 30 19 18 28 31 3C 70 29 6 6a t -0 i'•8' A A IB•r c E 30 30 32 33 tl'-T 0 Z7 % i9 31 BT C 2t 78 27 19 7 7.5 3'~5' > . A. A i5'~T 75'•P E E 3D 3C 30 30 3Z 31 >- S1 . 71'-I' 1D-5' D D 27 27 $ 27 5 Z9 30 70 8.1' 6'.7 C 0 24 - 25 25 27 Ii 78 28 B 9 T-0' Z-8' A A 11'-a 13'-7" E E 31 31 31 31 31 31 33 32 70-1' 9.7 D D 27 21 T7 Z7 ?8 $ 30 29 T-T o~1tl' D D ?5 25 25 26 28 38 P 10 it 12 13 2'S' 7.7 2'~0' t'-10' A A A A P.'-7 ,. ~ tt'~t° 17-i" E E F F ]t 31 3Z 32 >~ 32 32 32 31 32 32 32 31 32 72 31 B'F T-I I' T-5' 5.11' E E E E 28 28 2B 26 $ $ $ 23 28 28 18 28 29 28 78 28 5-r s-8' 5'-8' 5-i' G D D D 2i 25 ZS 25 25 ZS ?5 $ 25 TS Z5 'f. 2fi ifi 28 25 .. , .. ,n- a +, tt .+-t >.. 5'$ E IB 28 2B 28 4'-9' D 25 25 25 25 1. C'HC~SE FREESTANDING OR ATTACHtU 51 i<U~ I UKt 2. CHOOSE PROJECTION, WIDTH AND OVEP,HANG OF UNIT 3. DE i ERMINE WIND AND SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 2CPSF MIN) 4. CHOOSE A PANEL FROM TABLES 1.1 TC 1.5 i HAT'r~AS AC'ECUATE CLEARSPAN FOR YOUR NEEDS. 5. ~tiERMINE TRIBUTARY WIDTH FROM TABLE 6.12 G!~LCtJLATE FROM TRIBUTARY DIAGRAM ON WEST02 PAGE 2 OF 8 6. CF;C0.SE A HEADER FROM TABLE 6.11 THAT NAS ADEQUATE POST SPACING. 7. L'SE THE APPROPP,fATE FCC'TER SI.'.E SHCIJJN. B. FGR SINGLE SPAN ATACHED t;N1T USE i HE POST SNCN+Pi UPGRADE THE POST IF -HE HEIG'rIT IS NO i SUFFI'~IBJT FPEESTANDING AN"v MJLTiSPAN UNITS USE TABLE 6.14, 9. FIND THE OIC SPACING OP it OF FASTENERS FOP. ATTACHING TO WALL FROM TABLE 7S 10. USE THEAPPROPRIATEDEiaLS FOR PATIO SLABS FOLLOW 14i FROM ABOVE THEN SLAB 7. GETERMINE MAXIMUM SLAB S?ACING FROM TABLE 8.11 SLAB B. USE THE SMALLER OF THE SLAB SPACING OR HEADER SPACING SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 ANG iD FROM AE3WE Steel 1"[' C Eeam (t=0 705') Steal 12" C Bean It=0.075") Steel t2" C Beam it= ~') TABLE 6.11 A[tache0 Freestanding Dr Attached Freastaneing or Attached Freestanding d Struclura Muttspan Units Structure hlu~hspan Unds StruCure Muftispan Unts LNE TRIG MAX POST VAX AUX PCSi L_NGni !MN M1X POST L@tOn1 MlY ANX POST LENGM LOAD Wl07H POST P.EO'D POST MN 1E 8' I IO' I 1T PCSi MN OOiE 8 I tO 117 POST MN OCi 8' I ttl I i7 ~PSF) !Fn SPACT~ FOR SPACING POS SIZE Crr6TRWNED FCO7EA SPACING POST S2E STP.VNEO FCOTEft SPACIN POST S12E CONSTRAelEC F001-ER ONSIAB SLAB (F7) TYPE "d 7 'd 'V" IF<) TYPE 'd 'd "d V (F~ TYPE 'd 'd 7 7 (FT INI (ml pn) (MI ¢^) d^1 IM Cni ~1 lhl Cnl (nl 100 NPN EXPOSURE C 60 4 3'J F 14.8' E 27 28 30 31 10-3' 0 20 28 27 Zd T•9" D 18 21 Z5 17 i5 Zd' A 17.9' E 23 28 29 31 9'-5' D 21 25 27 28 5.11' D 1B 23 25 26 5 2-S A t3-0' E N 27 29 ~ 8'-8' E 21 25 fi 17 8.1" 0 18 23 M .- 5.5 Z-7 A 1t'8 E N 2i Ze 29 d',t' E 21 24 76 :? 5'•9' 0 79 12 24 25 8 24 A It'-r -r 24 26 2a 19 TF E 21 24 75 26 5'•7" 0 19 12 17 25 6.5 I''-t0' A ttlF F 21 28 28 29 T-t' E 21 24 25 26 i'-T 0 t9 72 T 21 r 1'-9' A t0.7 r 24 28 2T ?B 8.8' E 21 27 2a T6 4'-10' 0 19 27 r 24 75 1'-T A 840' F IS 28 27 $ 5.3' E 21 27 24 4 C-8" D 79 21 22 Lt b 1'-o A 8.0' F 25 ZS 28 $ S'-11' E 21 23 74 25 4'J' D t9 71 as -- 9 74' A 3'-5' F Z5 25 28 P 5'•8" E 22 22 24 25 4'•0' 0 79 20 22 L 1D t'-7 A T•11' F 25 ZS 28 27 5'-7 E 22 22 i9 24 3'-7" D !9 2C 21 22 „ ,•-,• o r-<- A to 1a to m .~-r P n n 73 2+ 3'-3" 0 m 2C 71 II 60 1 7d A le'-1' C A .W >( .7J iu-> a (( u u .H "~ ~ 4. •" •• 45 Z-8' A IE-2' F $ 30 31 33 Bfi 0 22 ZS 28 $ 5.17' D 27 25 78 - 5 2ri' A •~.+•-/• 2fi i9 31 32 8'-8" E 22 Z6 27 23 5~4" 0 D N 75 .r 55 2-7 A tT-T 28 29 31 32 8'•1" E 22 ]S - Z7 28 5'-9' D 10 23 25 .. 6 T-0' A 13-0' -r 27 29 30 ~ T-8" E 25 25 $ " ~ 0 A 27 75 -° d5 I'-IO" A tl'•tP f P T8 3a 37 T•1" E 23 25 $ 27 5'-T D 20 23 N -- t's' A 11'1' F 77 18 29 31 a 2' E 23 24 $ 27 r-10' D ZJ .- 24 7.5 i'•T A 10'11' F 27 27 29 ?J d-7 E 21 2/ 25 $ 1'•5' G 2D 33 8 7'-0' A ttl-6' F 28 Z8 29 m 5'-i t' E 23 2/ 25 29 1'~]' C hL~~ IJ ~`~~ OVER- TABLE 8.17 TRIBUTARY YYIDTHS FOR $NGLE SPAN ATTACHED STRUCTURES r ~ ! NAND PRDJECTION OF SNGLE SPAN STUCTURES IFT) (1\ ; ,A, 9.S' 5 1' S 1S' 8 2 5 3' 8 4' T S T 8 B 7 B 5 5 8 T T 8' 8' 9 9' iP iC rr 7r n' ~ ! ~ ~ - _ 5' 8 8 T T B' B' 9' 9' i8 Itl 11' 11' 11' ~ ~' 6 B T T B' 8' 9 9 ttl 18 11• n' St' 17 8 8' T T 8' B' 8 P 1tl 18 1T tl' 1T IT 5 r r e• b' 9' a ID tD re it t7 tz Iz ~ ~ ~ . T T 8' 8' 9 9' itl IB tt' II' f7 17 17 13' T ~ l `\' i~ '~1\ ,~.:.'~,~ ~, T 8' 8' P 8 1Q tQ II' It' 12 IT t3 1T 13 \ /,. 8 B' 9' 9' 1D ttl 'T I!' 17 t7 13 13 13' It' ~~-,-'~'~ilt`\A1~I' 8 8 9' 10 10 1T 71' 12 17 !3' 17 if 1i' IC W 8 8 10 ttl 11' fl' ~. 17 73' il' IS tY ~. "> 5 iC 1C ]1' tY 17 17 il' 13' If 14 1S -" -_ I ~'~~ i TABLE fi.14 Post Requirements for Freestanding Structures Pmt Descri~!~Dn Max POS 1-I~ighl 6 G43' Stem Cio~neai B' Q1i5'x<^x4"SquareAlum 1?' F r) tE8"x~'k4' Steel FDSt 1° G 01&2'x5'' Steel PDSt 1&' H i IJlL~l1~1G PRODUCTS 227 South Town East Blvd Mesquite, TX 15149 (972) 285.8811 F(97~ 8829818 Putnam Engineering 3441 Itylink Place Lynchhurg,VA 24503 434 384-2114 carlDUtn am Ida del D hi a.n et Page 24 of 27 1 t ' n ~ ~ ~' o b - O .`~i !~ ~I r9 °rv I~ ~ ~ .m.. e'S I°3 ~'i r`7i .~ N `rJ°, r°~I rv °a' ~v rti'i 19i .R ~~ n rNi 1~ )•~ yL 'I y~,7..,.1 y l4'i fJ ~. ~v' rv rv iv Pv' R1 .~ r°i / ~ C E 'O ~ IV `_ d~ Z b m 4 m N N o 0 N N N N N N N N N rv N rv M W m m N N rmi rv li fV 1'1 1'1 M l l 1'1 t'1 _ /~ ~ N N N mV (~ Im4 yl P L O t• M M ( U QA1 ~ U ~ N J L ~ 1 m " Z b v ~ ~p p ~ N m N rn~l (V N fmV IV !W`I (WV r0'1 I'1 r. q p~ pI p p ~j (y l~ fV rmV (mV fV (V IV 1'1 Cl !'1 '1 N f) l~l 1 M n 11 ~ Q~~ ~~ _ 11~ 1Y-. M nl N N ~l N N v' Fv ~ h ' i nJJ ~ ~ X '_ ~' S tl b •6 ~ 'rQ XII ~ v ~v n t°~ ~ ~ ~ ~ ~i rg ~ ni iv rv n ~ ~ °r3 ~ ~ r4 NI to :~ Iv '" F! l'~ ~ ~ ~ 1 - I fn ~ ~ ro m n rn n w x a~ m ppII o ~ .- '1 cJ N <Y N N fl 1 2 ~ I I i iQ~ ~~ W s r } ~7 ~~ . a z "" W W W W W LL IL LL LL LL LL W W W W W IU LL LL LL IL LL IL LL LL J\ ... ,53 q y ~ UUII W' Illi W LL LL IL IL V" IL lL !l. LL W ° ~S ~' a °P§~~RM1.bYt, Y>,7 8o b ~ +0 41 fn s n N ~ ^ b b .eoG, ~ :. «.i,b:i_ ~.by Ol N 1. 1n fn "e n M t'i r ~ o (~I w~~. .~.- t, .. . ~1 ~,b o f ~ " v ~ ' i~ v ~ L O 1n . ~ : ~ l a v i ~ i_ M (~ _" Qg `° ~ UK1U h F- b` ~- V ~1 CI A eTi h~ M M M M r7 i1 i1 ~ n V ' ~p Q y rnl h C) C~ ~ l'1 7~ M I'1 1'1 1''n] I'1 ~ CI 1'1 M M~ Cl M M M M M M M M M M C'~I M M M i C' M r 1 M M M M E P ~~ g r_ b .G < y ~ M n lN'1 h hJ M ~) rl n h (7 ~ M M 1W'1 ~~~ 1'1 M M~ 1'1 M M CI CI M 17 M M M M M t0.! M M M Irv+f CI M M ~I ~ Cl ~~ rv l~ ^ M M M H MMM M ~ N LL _ U 7 x$ d ~~ ~ .$ p ~l I~ • M t'.1 rl M 17 1~1 I''1 t~~l M M M 1'1 ~ ril t~ f~1 tp M rl e'1 rN~l P1 M i~ M ~ M M Im'1 l'1 M o p p M M rt M h Q r~ I~ ~ M M ~ C> ry p p M CN1 cal i7 M I~'1 h 1r1 M M M M M f ~ O ~~71 U fJ O ~ b ~ O pl Lp p p N N N M M M M M YNI M NI M M Y V~ ~ M M M m n i7 rM'1 Y1 ~ 1'1 Im'1 fm'! Ml IV N fmV fl N 1'1 f'1 17 f'1 M I~1 M fN'1 N N fmV IV f~l M 1Ol 1'1 M r^~1 N1 M INI r 10 ~ ~ 5 ~ a Q~ Wa '~ ~ F R LL LL LL LL LL LL LL LL LL LL (~ (~ (~ (~ LL LL LL LL LL LL LL LL LL LL (~ (~ (, (J LL LL LL LL LL LL LL LL (~ (f (~ (~ (J L LL LL U. LL LL LL (~ (!1 (~ (J (~ LL ~ ' ~ Ci ~' g ~ b b b b ~ ~ 'al ~ F. M H .n ~ eP '; ~ M ~ o m a rr m ~ .. r N :r ~ ~ 4 !? T b b ~ b .'• tv 7q ((~~ .4~41I ry ~ ~ N ~' '~ ~ ~+ !' 1, ry NI M .n f: ~ i" :- r~ ~I p a. m 1^ b ~ !4 6 R j Yi i~ .n ~ FI :- .o b i ( m N ~ N I N N N N fV N N ~ .. N N N N N ~ r o 1~ N N ~ N - - O U) O .C G U1KU1 _ ~ 1- .~ ~~ p _ p LL ~lpp + yy CC11 n C1 h ~ M x rY'1 r7 M CMi NI n h M mm ..pp Ibp C1 Cl M In'1 1'1 M NI YY)~ vl tY'1 V~ lN(~ V~ ~p I'! lh 1'1 1'1 I'1 t'1 r r~ lbp '~ m ~ N N ~- l1 f1 M M~ tY t'1 ('1 M M M m m N Vf yy yy ICrkI M T In'I Inl M 1 M M M CI M CI M M M E ~_ m c n ,A Q b }~ ~`-. ~- rt dl l~l r°I S~'~ n rn r~ n n '.~ "ri ^ nl `~I ^4 '~, °.i IS l~ 7S Xl rYlm .~ r M xl l"I "rd ~^I fv° r M .; M M M n .m~..~ M r~ ,".~ .M, "rt :i F~ ~ M MM a m U ~ ~ a 7 li_ ~ m~~~ ry f.l ~ Iry M M M M M NI M M M M M .r • M M M M M'I M h rM~l M M M h M h l~ p M M M h~ r7 M n' M M M ( (~ Cl ~ I~ 1~ nl MJ i'JI M YJ N M M ri 1 MM ~'1 ?< CJ .- W j ~ U 2 O ~ `I E II ~ up pI p a (V {V N N I~1 l+l M M M f~ lN'1 YNI rM'1 n M o l~1 I+~ p V~ ~p r'f Mf tin M rNl ~ M N M r~l fM'1 '1 M M p~ q p p tWY N N !V fV 1'1 M °M M l^'1 YI ~ I~ I~ ~ry N ~ ~ ~ t'1 CI YI rN'1 1'1 I'1 f'1 ('1 CI ~i ~ a 7n r W '~ 7di ~ F- 4. LL LL LL LL IL LL LL LL LL LL (~ (J (~ LL LL LL LL LL LL LL LL LL LL LL (J (~ (J LL LL LL U. U. LL LL LL LL t~ (~ (~ (~ LL LL IL LL LL LL LL 14 LL (~ (f (~ ~ (n o ~ ~ ~ U ~ Q < i~ i. :~ b 'Y 5p b ~ in ~ b 1n ~ iy N ~ N ~ IV ~' ~ til ~ rD N ~1 fV to i. ~ ? 7o ep b !~ in ~ yl a rv ~.l [-~ ~ N '~ 7~ t0 iN ~ 1 N tr i ~ N Y '4 b q R ~ LI YO ~ ~ IA W M !, ~. ~ iv b b a f; :o ' I(1 t/1 7.1 h T E ~ " V I+ 1.JX I L V 0.1 ' y ~ ,I ~ N N ~ 7rl N ' ' F1 `1 C1 ~ N ry I ~. N O . m N 1 ~ fV N iV N ~ o m aa 1y.. e 8 ~ O N W < 6 d d < 4 < < 4 Q d < < d (~ d d. 6 < < 4 6 < d < d < 4 d (~ ( < 6 < d d a a < 4 < < ¢ (I < < < < < < < < 4 < < ~C < W LLI ~ W ~ N t- fig( ~ ~ ~ ~~ o 2 - ~ in '4 § i~ ~ F~ b. i- M q to i~ y. y n h N tv tv tv N ~ ~ O x 'rI in iF q i~ !~ iA !~ M t~ 1, y, : i FI i%1 'rl hl t;l N tJ N ~ ~ ~ ro 'P '^ b R Y H ~ i~I ~ f~ fi ; N N N N 7Y ° 'f i~ m in i'I n N . : v - a N ~ I t , ~ ,_ ~ .- M i N 7 1 7 1 t '. ~ .- .- m ~ ~ ~ ~ S ~e ~ m~ m e n^ m a$ ~ ~ '' LL o + ~ vI N m~ n ~ m rn~ .'- r `~ a Z c r vI ~ m~ n A m m°- "I ~ o ~ vl ~~ m m n^ m m° § g - -- N b m W b 5 W z d ~1,J (r b ,.~v ) O v ~ M P x ~ (f Z ~ Y'' ~ ~a ) 2 ~ W gS~ Jg( (,~ I(1'' G G ~ ~ Q a ~ Z ^ 11(1' ~ O N o )/ O ..M". ~° ~ 1' ~ ~J (i(inn Gj~LL~ ..... JJJJJ ~j]JL O ~3 c ~'c~ ~ b Z b S~ E U~ ~~ `I~i; :L rG ~ ~ ,~ iiifffSsSsSs V 0.' '^ cV qW ~ Ip ~ ~y b N r 8 ~ j d v N~ O _ =r q ~ w ~ a a ,,, O ° r ~(S~rL 2 X Q C.1 S N a LL ~ ~ t ~ W ~ .1 QQQ ~ m m U ~ g L n ~ Q N a N N 1 m ~ n - C d • O N V LL ~ N ~ ~ a H M M M ~ ('1 l7 M M 1'1 rN'1 CNI ~ M h CI CI f7 e9i rmg am~p p~~~I Cep lG~ p~ cGQg n n n I~ ~1~y n~i rn~ ~M1 ~i N eeNpp N fV ry I'1 Ip.1 Fl M M eN~1 INrI rM~ IF~~f1 CCMSI rOTi r~l yM N lV H (V rv h M R M M M tN'I M c'1 CI Xi t1 M ~ O O O O W W W W W W W W W W W W LL Fr ChI I~~,II b i~ !p T = f, :- 7q T G, ~ 25. :p N N FI ~ G Gn m ~ F~ ID 'n ~ M N (V .- I'1 M M M 17 M h Y) CI CI M M h M tm'I M M fn ~ ~I r~1 R ~ X ~ ~ <~ ~ ~3 ~roS ~ M ~i ~i a~0p °t n M M 11 M M r1 CI f'i Im.1 ~ M M M M tmn 1'I CSI m oI m n lr3 r~ 1~ rYi ~i r~ 1`qi rQi rl n I~i n r`Q n UI IU W UI W 41 LLI W 11. LL l4 LL IL LL. U. LL II. 1 a b ° i ~ = ~ ~S X4V1I b r. rq fq r. ~, - rn b M~ bl H~ N N N ~. N n N~~ m~ b ~ C M l~ 1'I f7 Iyn'~~1 A IVNrII M VC1 CI ccp~ ~CppI M tnl Cl CI f7 f¢! In'I M h M CI 1'1 M ~ ~ M I'I CIM Cn1 M M cMp mh erp^. M H CI ECMII iCC~~1l t~l y~ ~ M Cml ~tmp1 rm) M ~ i~I eMp lp~' mM M M M M CI m l+t ~ M M tll M M nl Imrl M tri f~l IU W W W W W W LL LL LL LL LL LL LL LL LL LL LL b b b r i. 'n T 7 Ltinnn ~ iQ 7 :r Iq io :_ G. n n n l%I ~ r~ ~ ItOV Iv H ~ n Iii .~ ~ ~ ~ m Q 4 d 4 d d d 4 d d d d 4 d d 4 d d ~vI vI :- §I in r4 !v ~ io iq : r :- m (. R to N 41 4. M t+ h N tv N N fV N v~ m~ m~ n ~' ro m° ~ ~ .- m m n PI tM'1 M poM M ryM M M IMF~I MM •M r•'1 Itv~i rV~n~ ~np n tMp M pM ~ f'~1 M M M M ~ M 1'1 .Nrl M1 1'1 1'1 M Iml <~ tn~f qM M MM COI M (M~ fN'1 IN'1 tryry f'1 y~I •M IVVm'~I1 h ~rm'p1 ~1p~ Ilrmpp1 M fV M f~f M M CI M M Cf M M M CI M M CI 17 h O Ll O O 0 IL W Y! W W W W W W W W W f. M !_ o fn b. : f-. ~ Ey ~ 7n b :.. v~~ -PV ~ ID m~ ti +a ~ ~I ° .7n- r N N m Q t'1 ~ c Mp m h M I Mp 17 tn~l M M H n$ O~ v ~ In'I H M CI ~ Cl M ln'1 N M Cpl M$$ V Y rMi n cYi ITi n i~ m~ rni n r~ rO1i m o o a n v 111 111 111 IU LLl Ill W W Il U. IL ll IL u LL u IL LL '~ N b ~'i ~° ~i r~i 1~ ~ ~ 'S b til Eo io ( ~ h N N Iv N N $ $ aMpp M M Cml r'I rn'1 fm'I mH t~'I IgqW'I $ $ $ Y h M M M Cn1 tm'I M 1~ ~ ''1 ~ CI ~ $ $ f ~i ~ M n r~i rmi n n M rR «O1i r°fi $ $ $ ~t W W IU W Ill IU LL IL LL LL LL LL LL IL LL LL b b al ~ rv n ~i '~~,', ~ N b fi m F t; 4 < < < < < 4 < < < < < < 4 < < ` .n ~- in bl to ~ iq 1v = Iry iq y N 1, N Cn to m ~ !v F t Y V1 ~ m~ n '~ m~ ~ ~ ~ .~- ~~ n m p pM ppM ~ qn ph ph M p~ M iry~IJ M i~ ~Ml r1~~1 {f~1 tpY'1 4 1m'1 M IV ~ ~NI Cof 1G~ {p°'I tbrl t'~1 1ry'1 tN~l CNI M Crf) rY 1v') ~> CI N N N pC~1 CI t7 M Y1 M CI li'Vi IN'1 ~ IM1 YI t'1 N N N N COI M M egi M n rvl M M M M M tT1 O W W W Ill W W W W 1U W LL LL LL LL LL l~ b !~ m to ~ !y : b T t_ r 7o Zr L, M M M rl .V-i rl Y r'. M i'I w m i~ M M n ~ lC~~I ~~nll ~ CC;~l I;.41 ~ R ~m1~13 fop rip ~ ~ W~ p~~3 mm~ 1`l M M (NCI Cl rl ~ ~ M M CI f7 In'1 M Cnl C) f'I 1'1 io n n n ~~ r~ n lQV ry. ~ l~{ ~ ~ M M~ M M W W W LL LL LL LL LL LL LL LL LL IL IL LL IL (7 (7 n M ~ ~ N ie '~ N ~ ~ H Fa to 'mv ~ b W n • Itmpl ~~lnp1 rn'I VVnII ~ Cmi n VCIi Cmi t~~~l ~1rpp'i li M J~~j mm 1WWy iY A C) YI CWI C! CI l' Iv"! {y ~ C) 1'I IM l7 M 1'I M rZ n r~i xi `~ ~ i~ ~i ~i n r~ ~ chi Inn n n rN~l n r~ ri n of n n 'Iqi m J~ c~ 1~ ~ r`Q n W W LL LL IL IL U. Il. LL LL LL LL LL LL LL LL IL U ~ChCII~~ ern ~a~~~I~i,It~bt,M~~ M CI h N N N N ry fC` O th a m F~ fp (A < < < < < < < < < < < K < < < < < < !p 7 L, 1n b I b i- t . ~ i- iN b t. >e ~ ~ 1:1 i; rl to ~ .- v Y yr ~,n m m n~ m w° ~ ~ ~ ~ ~ t° ti , ni 0 M 5.0 POST SPACINGS FOR I~IHI CNS~I~lOPB ISP~~ ~If ~RICOYSr IRA ~D I00~ I ISP~ I~If ~AtCO I N6 I .CAI ISP~ IT, EIf00~AICONSTRPIN~ 25 ~ 45 5 5S 6 6.5 7 75 8 4 10 11 r.r 6'•4' 5'•8' S-T Y-7 i'-5' 4.1' 7.17 3'•^ 3'-T 7.7P 2-T' A A A A A A A A A A A A 34'-T 33'-5' 37.4' 30'•7 25.11 27`-9' 28'.9• 25'-B' 2r-17 23'-3' 2:'•11' 37-9' E E F F r F F F F F F r 32 35 34 34 35 15 38 38 37 37 39 ]a 37 38 36 35 $ u 38 ~ 37 37 38 78 79 7B S8 37 37 37 76 36 J7 37 ~ 38 IO 40 40 39 19 38 38 78 37 37 38 78 35'•3- 32-5' 31'3' 29fi 28'-3' 27a' 25.5' 75'•2' 24'd' 23'-3' 278 27.17' t E E F f F F F F F F f a3 77 N 74 35 35 78 76 I7 ]7 78 ]8 » IS 35 34 35 35 38 36 77 77 36 38 .w 37 76 36 38 35 36 38 3i 31 38 38 as 36 78 ]7 37 37 37 36 .r ]1 7B 38 :~-,~ 23-0' ''d'•3' 20'-8' 19'•1 t' 75-5' 18'•1' 1T-8' 11.4' IS'47 15-4' /4'-7' ~ E E E E E E E E E E F w 29 30 30 7t 12 32 32 32 33 34 34 29 30 70 31 32 32 32 32 37 3+ N •. 31 31 30 31 32 32 T 32 33 3+ 3, -• 31 32 32 3i 32 32 32 32 33 34 la 12 7.4' A t9'-9' F 19 ]9 79 39 19'-11' f 39 ~ 39 39 13'-8' F 31 ]4 31 74 13 t4 15 2-T 7~0' t'-1I" A A A !8'-t7 13'7 tT-3' F F F 39 40 40 39 w 40 39 40 10 ]9 40 40 15.1' 18'^I' 1T•T F r F 39 40 40 39 40 b 39 b 40 3B 417 ~ 17-r 17-8' 77-Y F F F 35 75 36 35 75 38 35 35 36 }5 35 ]8 170 MPH EXPOSURE C 38 4 45 5 SS A dS 7 i.5 3-7 5'-4' 4'•17 4'-4' 4'-0' 3'-8' 3'-5' 3'-7 A A A A A A A A 32'-17 71'-1' 29-7 7T-9' i5.5° 25'-3' 24'-3' ?78 F F F F F F F 70 37 31 31 32 32 ]] 33 34 79 >7 33 73 32 31 b J6 76 75 J5 74 34 14 ~ 38 ]B 37 16 36 76 33 35 3t'~17 29-3' 28'-4' 218 25'8 24'-11' 24'-3' 2T-i' E E f F f F F f 70 30 31 31 a2 72 33 1J 73 12 32 32 72 72 33 73 35 34 74 >r 33 33 33 33 77 38 35 35 35 34 34 A 27.1 2(Y-8' 20-0' 19'5' 7T-1T 17'8 7T-1' 15'-n' E E E E E E E E 26 21 27 78 28 29 29 28 28 11 21 29 28 29 29 I9 29 29 % 28 29 D 29 29 31 30 30 30 29 29 29 S 8 9 t0 It I2 7'-0 7-9' 7-5" 7•T T-0' A A A A A 27-T 21'•1" 19.1P t8-9 1T-7 f f F F F 77 34 34 35 35 33 34 34 35 35 .. b 34 ]! 15 35 •• 35 74 3< 35 35 .. Z"-T 2:'-Y 29'•1' 19.7 18'4' .,. .. f F F F F ,• 3J 34 3a 35 75 ,e 17 34 ]! 75 ]5 ,c 33 74 3, 35 35 M J4 34 34 35 35 u 15'-T 14'.8' !7.7 13'-t" t2'-B' r7.rr E E F F f F 29 30 30 31 3i 31 29 70 30 71 11 ]2 29 J8 70 31 31 32 ~ 10 30 31 71 32 30 ! !S 5 5.5 a B5 S-0' 5'-4' 4'-I7 d'-4' r•7 7-8' A A A A A A 3T-17 31'-1' 25-0' 218 26'8 25'-3' E r F r F 32 33 73 39 34 34 36 36 35 35 K 74 >0 78 3T 37 36 78 40 39 39 >8 38 77 31'•17 29'J' 28'•4' ZT8 2S8 24"t t' E E F F r F 32 32 33 7] - 31 K 35 5< k 33 74 >+ 77 76 38 35 35 34 38 38 37 37 3E 36 2T-T 20'-8' 20'-0" 15.5" 1T•t t' 118 E E E E E E IB 28 29 30 30 30 39 29 29 50 30 70 31 30 30 70 70 7D 72 32 It 31 31 JO 7 1.5 3'-5" -i•r P A 34'-3' 23'-5 r >5 35 ]5 3s 35 35 J7 37 , 24'3' 23'•5 f F. 35 35 35 35 JS 35 36 16 77 ~1• 1a-11' E E 31 31 b Jt 37 31 31 31 8 9 IO t2 73 •~ T-0' 7-6' 73' 7.7 T{J' I='T A A A .4 n r A. 27-T 21'-1' 19'•17 iB'-5 t;'-5 15-I;' 1~.T r F - F r _ H 15 36 37 37 38 ]B 3e E T 35 l6 77 37 '.R 38 ABLES 35 38 .~ 9 38 38 36 76 '.i 77 38 3B J8 r'•' 21'•3" ?0'-i' 198 IB'-1' 1Ta' !5'•7" f F r F r ~ 36 3fi 17 37 38 _ 38 ?9 16 36 J7 77 ]B 7B 39 38 36 37 37 38 78 38 38 36 37 37 3d 38 ]9 IS'-T 14'-8' ITS' 13'-1" 12'-8' tr-0' tt'8 E E F F F f 31 32 32 31 33 34 34 31 32 ]2 33 73 74 34 31 32 3] 33 33 31 34 31 32 32 ]7 33 34 34 Double StEN 1:'X2,5" C BEam It=0.105") Dwble Steel 10'x3-5' C Beam (t=0.105") Douole Steel5k2.5' C Beam ;i=0 ?05") TABLEE d.16 Attached Freestanding or Attaches Freestanding o' Attached Freestanding cT Structure Muttispan Units Structure MuRisoan Unit Strl3ctar2 Muttispar. Unds LIVE TRIG ALAI( POST ANX AAAx PCBT LENGTH A4AX MAIL POS lE7MrTH MAX MAX POST IENCiN LOAD 'MOTH PDSi RECD P05r M8J DOTE 8' I 10 I 17 POST N9r F00 9 I I0 177 POST MN 7E 8' I 10 I 12 !PSF) tFr) SPAC9JG FOR SPAC1740 POST 97ZE CONSTRAINED FOOTER SPACING POST SQE COf15rRAhED fOCTER SPACI PCST S6E CONSRWNED FOOTER CN SUB SLA9 (r'1) TYPE 'a' 'd' 'd' 'C (Ftl TYPE "d 7 '6' 'C (F7 TYPE 'd' 'S' '6' I ".' fFT1 f~l (M) tai llnl (rtl Ihl MI On) INI (m) ON ;l-.: 1C0 MPH IXPOSi1RE C 60 4 3'-0' A 22.17 F 27 31 37 35 27.17' F 27 ?0 72 34 15'•8' E 2J 25 27 -.. 4.5 7.8" A 21'•5' F 27 31 33 74 21'8 F 27 30 72 33 15'-1' f 24 25 ZI -< S 7.5' A 20•I' F 27 30 32 >a 20'-4' F .r 'A ]t >; 73'-!T f 2! 25 ?8 J S.5 7•T A 19-0' F 28 JD 12 37 14.3' r ~ 28 29 ]t 32 1T-T F 25 S 26 --~ 8 T8 A 18-0' F 28 70 31 33 184' F 18 29 70 32 178 F 25 25 26 -:~ 85 1'•17 A 1T•T F 28 29 J1 32 718 G 29 29 JO 1i 17.2 F 25 25 25 ='= I 1 t'fi A 16 i' G 29 29 J7 32 18-9' G 29 29 70 71 71'-6' r 28 26 26 -- 7.5 1'•T A 15.8' G 29 13 70 32 15.7 G 29 19 29 31 77'•7' F 28 26 29 -. 6 1'8 A t5'-0' G 29 29 30 71 15-6' G 29 29 29 11 10.17 F 2B 28 Z6 _. 9 1'-4' A 15.11 G 28 29 29 31 1f-5' G 30 70 30 39 t0'-T r 21 27 27~~ 10 1'-7 ~ A IT-17' G 30 70 70 30 13'-8' G 30 70 70 JO 9.8' 27 1i 27 ~- tt 1'-t' x 1Y-t' G 70 70 30 30 17-9' G 3t 7t 3t 7t 4-2' P 2T 27 21 :: 4.i 7-8' A 2T•T F ]0 37 75 37 21'8 F 2B ]7 33 ]5 ti'-1' F 28 26 28 29 5 75' A 274• F 30 11 15 36 20-4' F ~ 71 77 K 13'-11' F 26 29 27 5 5.5 7-Y A 21'•1' G J1 J2 34 36 19-1' F 30 11 32 3< 73-~ r 26 28 27 28 6 7fi A. aT-1' G 11 32 74 75 18'-<' F 30 30 72 33 12'-8' F 21 Z7 27 28 6.5 1'-17 R 19.2" G 31 32 P. 35 718 G 30 70 31 73 12~Y 'r 21 27 2i 28 i I'•5 A 18'-4" G 32 32 73 35 18'•9' G 31 37 37 u 11'-8' F 27 ?7 27 27 7,5 1'-i' A 11.6" G J2 72 33 34 76'-7 ~ 11 71 37 32 11'-T F 28 2B 28 28 .... .>,,. ~ „ „ „ ,. ,a~.~ r- v „ v ;~ trc.tm c 7a 78 ~ 7P. 28 µ1G PRO.IEC71(Nl OF 58iGLE SPAN STUCTURES IFTI \t~, 1 tY FT7 9 IQ 11' 77 17 i4 15' 16' tT 18' t9 20 2/' 27 ^ ~'I3 L ' ' ' 7 ~ i~ P 4.5' S' S.5' 6 fiS T 7S 8 B.S 9 9.5 10 10.5 tf : • n 1' S' i.5' 8' 8S 7 15' 8' 8.5 9 9.5' 10 10.5' fl' 1 L5 ~v j , .q rI' . ~ 7 5.5 8 9.5' T l,5 8' BS 5 9.5' 10 10S 11' ILS R ((77 ~ ~~ _ " ~' ` 3' 6 5.5 T T.5 8' 8.5' S 9.5' 10 10.5 11' 11S 17 12.5 l r '' ~ ~ "'~ y ' 4' 8.5 T ZS' 8 9.S 9 eS 10 70.5' 11' I L5 17 12.6' 17 t ., ~ ' " . • 5' T T.5' S' 9.5' 9 95' 10 10.5' It' 11,5' 7Z 72S 13' 13.5' ~ ''' l~ C • ~ ~ 6' 7.5' S' 85 9 9.5' 10 105' 11' 775' 17 17.5 13' 13.5' 74' ;' I Z ~'~ -: I T 8' 8,5' 9' 9S' I0 10.5 tT 11 S' 17 12.5 17 t3S' 14' 14.5' ~~. \' ~ 8 8S' 9 9S 10 10.5' 11' 77.5 77 72S 13' 73.5 14' 14.5 15 ` _ n'. ~ t ~ 9 9 9.5' 10 7Q5 71' 11.5' 17 72.5 1T 13.5' t4' 74.5' iS 15.5 ''I~'~ 10 9S 10 70.5' IT 71.5' t7 125' t3' 77S_ _ _ t4' 14.5 15' 75.5 15 ^ ;'~~;~ ! I GENERALINSIRUCTIONSFORT ES CHASE FP,EESTANDIN'G OR A ~ I ACHED STRUCTURE 1 e. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN . 2 CHCCSE FRG,ECTION, VJIOTH At~'i OVERHANG OF UNIT UPGRAGE THE POST IF THE HEIGHT IS NG7 SUFFICIENT GET^~rMINE WIND AND SNOW LOAD OF STRJCTURE SITE 3 F,°,EESTANDING AND MULTISPFN UNITS USE TABLE 6.19. . ;PATIO UNITS USE i0 PSF MIN, COMMERCIAL UNI TS 9. FIND THE OIC SPACING GR x OF FASTENERS FOR ATTACHING USE 20PSF MIN) TO WALL FROM TABLE 7.5 4. Ch1~OSE 4 PANEL FROM TABLES 1.1101.5 THAT HP.S 10. USE THE APPROPRIATE DETAILS 4DEOUATE CLEARSPAN FCR YOUR NEEDS. FOR PAT10 SLABS FOLLOW 1.6 FROM ABOVE THEN ERMIME TRIBJTARY WIDTH FROM TABLE 6.11 5. CF. SLAB 7. DETERMINE MAXIMUM SLAB SPACIIJG FROM TABLE 6.16 G ~ , CALCULATE FPOM TRIBUTARY DIAGRAIJ GN WEST02 PAGE 2 OF 8 ACING OR HEADER SPACIN SLAB 8. USE THE SMALLE3 CF THE SLAB a 6. CHL`~SE A HEADER "rRCM TABLE 6.16 T'HA- HAS SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UNITS CN SLAB ADEOUP.TE POST SPACING. SLAB 10. FOLLOW 9 A`JD 10 FROM ABOVE 7. USE THE APPROPRIATE FOOTER SIZE SHGW^I. TABLE 6.19 Post Requirements for Freestanding Structures Past DescnC<lon Maz POST Height O O~:i' SteH CIG~Enear 8' E 0-t25'x4'k4"Square Alum t7 F G t °8"x4'k4" Steel Pest t5 G 0.1a8"x5"rS"Seel Post 1B' H 227 South Town East Blvd Mesquite, TX 75149 (972)265.8811 F(9n) asz•6a1a Putnam Engineering 3441 Ivylink Place Lynchburg, VA 245D3 (4341364.2514 carlputnam 0adefphia.net Page 26 of 27 L•) ~ T 03 a w In to ~ u N II ~ K ~ ro Q !~ a ~' S d o u o T r D m bb ~ ~ ~ 8 ~ m pp 3 ii ~ ° ` r, i [ n o3 ~ o m iJ N N m ~ yy C~ n~ y n O m~ Z ~ N m A Z ~ r N N N N m 11JJ O D N A ~ y O (' Z Z N A ~ D Z A N A T [1) A N tt A A A m m ~ n p c3 ~ o= ~ O W I _ 1y 't~ [n (A~ D ~ 'b A ~) it ut n O W N W N N -+ IV .. N+ N -. 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