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HomeMy WebLinkAboutPermit Building 2005-10-6 ~l ~1 0) ')~l \, ~ ~~ ~ 'i~j ~1 '0\ ~1 ~I ~r:-, 1 , I >>f , l ~ ')~j rll ~\ ~j ~j ~ ~l fr'" "". ~ I": ~. .~.. ; ,,,,,... J'..'t",'~ '\:" .......~ '." \"'~ "~""'7i..n".,t t" ."".: ..'.>,CiTY OF SpRiNGFIELD;OREGON.~;~;;Y<'.~..:-.z ~. " "'. ",' -; ," . '>" ," ~ . "\. _ " "', '" ;...., t. ".""..... ~""~' SPRINGFIELD oa.'D!!l':..~ ~Q ~ ~ fJ,,. ,~-d'~~-'., f." ,....,.Jls%~;~~~r{:t:;c.,:f>!;;'~,~r'"l &'~'f'fg;?" '-"~"",:,:~."+'- '",.iJ';;,~ ~. . ,}"l fl,,,.A,,,.~~t ," "';';1:1 rt..~~~~~~ 'f . ~ 225 FIITH STREET. SPRINGFIELD, OR 97477 . PH:(541)72G-3753 . FAX: (541)726-3689 City Job Number COM z..oO r - 0 /3 <<T J Placement Location 2.. L-(~ VYI po.. I p-. If?: Assessors Map Number 18 Tax Lot Number /701 2- S-, L.( Subdivision. m A I {>\ PP\R.,\;( Ol{IOO Lot Block Partition Numb'" ~'c.6opiF:;t;'Ol,!~~;, . '-11"~;',.?<;', ,""~,: :7 :-c Parcel Number , Has Partition Been Approved? '" , ~ " .'" -.:,,' ':""::'.'''::,:",: '_' 1 ll- S 1d::BN. NON Phone Numb~r (4 4 - E8 0 5 ( C:, c; TH City 5 P~Ir-./r:.r:-t. ~ State () /?.. Zip Nam- m p<.!<:-G~;;r MailingAddress 9 15 N, 971.(78 i:;~~;{{"1~~~Jf!O;~;f!i~(~,~~:;~~,: . . . Contractor's Name CCB# Expiration Date Phone # Installer G oobW - ~R.~50N 0~. '-ILf::J 5-7-oR c'f?,Cf -/7C-.7 l( L( 2..0 - Z3~ fs '/-?o ~oS " I, Plumbinp Electrical. C~OW \/ ALUr-y ~. \<;'183'( Y&I- 0381 General Contractor (If Applicable) Mechanical (If Applicable) Lending Institute Business Name Phone Number_ Mailing Addres' City Attention . State Zip - Permit IlIformation Sq Footage of Home i 381 Sq Footage of Garage / Carport Value of Footing / Foundation = Plan Check Fee [00 ~ . If ' Value of Rome 00..000 Type of Heating i Lj x ~O II t) no 0 Total Value = I Receipt # N7D "1I?C- Date ~~~~ Heat Pump Y / N (circle one) 500 Received By N-al!])J]JIfa,cwret ~ [orne; J/~_ce;rne;lll . Shared Drive(T:)fBuilding FonnslManufactured Home Placementl..()2.doc o o 0 o =-""" .~c.o If)lf) . N 88003'19" W ~ . ____ ~ 6 100,00' P '!] iJ ~. 30' P~'I-V~'~EC/P.-l t \ I - ACCESS b. UTILITY '0' EASE., REF.12 ---.:: w. '10 .' 0 -Itriw 18 -J ~o g: If): 5,500 SF ;o:g ~j ~ N 88003'/9" W 1\ ~ ~ N 88003'/9" W ----.. 1\ " 0 II N 98.15' . . 'D \ ; IOO~OO' ~~/- ~ ~~JN L "A" "t N 78023'07" E. 7.10'/: ..2 . 33.81' /..' / (\ TI 16 17 ~o I "'" 6,017 SF 6 ". 294 SF 0, J SEE N 350/7'24" W ~. '0' '6 6, ~ _ N 01,~tg:41" E ';;5" oL' I ~ * 159 - 7.00'_ -wJ- \J , N88003'I9"W - -:>J .l> &, ~, f\\ ~ _ I 81.65' ;0 , 65-A ~ C 10\ __ 30' PUE o - (t\ ~ 2. L REF. 6 b. I, '" .l> <::'0 If) 5,"O~:O~" ':}8 ~, ,,~ "'-?656,8ft SF 1;- ~~I ;~OO n ,,~~ 7.02' ~ ~ t S 89;'b~6" E It\; ~ " " N 5.00' =:L --L- I ;0 -30' PRIVATE N N N ~ ~0~c~~6~~~ J ~ ~ ~~~E,~S EA: ;;< 66;;< 65;;< " ;;< SAN. SWR. EASE. 0 00 - - - 64 <D REF. 12 0 025 61 ~ 6,695 SF ~ 6,651 SF ~ 7,027 SF ~ 0';0 62 2. ~(f) ~ Co Co -;; ~25 0 8,280 SF 25 111--------- "...... ". __ ...,.; .... o T 0 ...--------- 0 ------- O----..,-.-N '-J ---____ -----NJII----- o 0 0 0 0>- I- 0> o 0 0 (f) > 2N "2-.25_ _ (f)..g_ (f)_.g_ _25_ _ g:: ~~~ ;0 o 1,0 \1 ,C)I ,~ll,l~-,o--:- \ I" \ ,~ .......' ~'-'-oJ'"T':;J1 ~I L\...VlJl\ IAK - 97; LCSO EAS " RECORDED MAY 21, 1997 :EP ION No. 97-34591, LCODR EMENT. RECORDED FEB. 8, 1984 EPTION No. 84-04455, LCODR ----------- I STREET 003'19" W 477.68' ~.OO' ( I J'" ", "'98.iS; "'m ..., - .~ Ll7.00, in ;ori"-38' PUE '; 011 REF. 6 14 " 0:> - "I L 7,656 SF - -1 3.00' II N 88003'19" W l~ 98.15' ~ '-- 44' PUE ~ ~ II REF. 14 '<;;0: - ~ gl/ o " 0:;6~lf)1 J(f) l! ' ~ / , . ; ~II N " 15 5,595 SF IV. Lv'rVl:jLlC WA I tH U IllIlY EASEMENT RECORDED FEBRUARY 8, 1984 REEL 1283R, RECEPTION No. 84-04454, LCODR II. 5' PRIVATE UTILITY EASEMENT FOR S.U.B. ELECTRIC RECORDED -JJI!.r.LL.1~~:JLJ~..L______ RECEPTION No. :2.t:J..(2,LQ _'!T.t:.J.__, LCODR 12. MAlA PARK COVAENANT~, CONDITIONS, ~ JESTRICTIONS RECORDED __ 'l'J:l.LL~J._.2t:2_______ RECEPTION No. _:t.(2QICUls:L9.5..9-_, LCODR 14. PUBLIC UTILITY EAS~ENT CJC) I RECORDED _A/!.!:!..__f..!2J__2_________ RECEPTION No. _.:ls:L<2.lq:za7.~..L_, LCODR 1 :1 )~ SCALE : I" . ---- . I . F o SI PI "f '.. He" "\' ..... \ I 100.00' EXISTING FENCE APPROX. LOCA TION "' ..)11 -.. ..... u__.)l 52.00' '~. Hh(m , o o 0 o " 0:> <D " 19 6.700 SF II SI I( c TI UI Sf 1.[ C, 01 C M w "::I- - E--, ". - " ~ <Dn If) . ~ ~~ 0 2 V:J - ~ -- ---- V:J o 20 . 6,934 SF IS1 - FD 5, \W/ AI OSHD STA : LT 10 . ,bM.LJ.. v~ : 1;>A~i..' e'1t i' I ~ ! ! .. __....J ... J. M/\NuFAc...,lJ~ l:foM€. \o( :><:: :l-~ 1/2 I' ;,( e" . l"R"'" ..~'?'" " ... I:', ' , : :-::. -"+~ ." ., I . , ,. . - . I . I ~I I'":" I . I : I . ~. :~~, I. e.:; , I, :'.~--'-~- ..: :~ 4if.' -.~ ',' \ V4'P ." . ~. J, IJ "i_ '.~ '-I" fl6tJlHl~H I'.\OINfcl:.C.f.l) "'IC.. <;;" 5> TUA.- ~f>lNfoltcV; feD 17"'(:, . ,,~t'. ~ ..!--, 'T- ~,' . "( . ! AL T~JJ~1Vv".)1/A='\l OtJ ''Der~ I L ~A~: 1"== ('-0"1 .' : . l. , . . , . I! " :. I: : ; : ~-; .t. o!; t"::" ... i-{.-i. Si+t m~. R-1lY\_, , , , -rn ,$ r u I 0 Cl r~'.,";- I."JV ~. ".,!_.~_ ." -I- ".; . .}"'-; !:'j::~:':L!,.I1:I b'JlQ')('lb'f:~'" i '...:,.;.! ~ ,',. ~+ f"At.€ CONC...,. r.<"' .... . 'lj-.j.t:j ;'..ll~ I. .' ! : I! ~ ; ,i ;.; ,;,";"'1 j, GOM'TlM""V's c.cJoo(~. .' . "; ;,-: "'. :.\ . .! . . . .'" " I' :. . 6:oroJ-IIItf:.~I~,) Co,vS'r Co, l<14/tlKJ'1 fA Ai '[;IJ~ I of\. . q '1 'to z.. 6(3,C)-77bZ- 1 . , ,I ~, I " !Jt . ~ ' "'I; ~ II " ; 11 , I ' I \ ~ \ I I II ~ i I I J , . i d - ! , /' !:mE; 48" I MIN. "'- C:::' , 48" MIN."! . "! 48" MIN.~ CONCRETE SHALL HAVE 2500 PSI IN 28 DAYS AND HAVE 7 DAYS OF CURE TIME BEFORE USE. THREE 3-1/2"x48" MINIMuM CONCRETE SLABS REINFORCED WITH APPROVED FIBERS OR WIRE FABRIC TYPICAL INDIVIDUAL CONCRETE FOOTiNGS (THREE-PAD-POUR) I MANUFACTURED STRUCTURE I CHAPTER 3 REV. 12/01/01 RHW I AND PARK SPECIALTY CODES I FIG. 3-5.12.1 K "I. .' -'~' '~'-' ... .' ,/ .:-.~ :. ';'-'.~~-'-'-.. ;-j"~". . - " .; ." .,,: -.' ......" ~ , ...,' DRAWING ~ certffy!hat 1hls plan ,specm. or 1"-: or report was .....~........lgCi t)y me ~ ",er my dfrect SUpervision end that I am 0 duJ'/ Rfrgioiered Prot ~~IStE...gineer under the 10:;;; " ... ate of MInnesota. R. F. TUCKER ~. .. No. 22.t; ~\I~t ENGII{. ~'" ._.nn.. "'<"", Co" .... .... or .:.<'/ .... <1'> ~I '. r ~ ~: \~, c ! RAYMOND F. j '" ~\ TUCKER ! ~ ",' . ~.....; .....~ ,,^', C I' ..'~'" v.,,;.... IV "..' ^~ ~Ir ..-..... ~" IAL STR ...... ...~'o,\\ -c , . #',!\.)'"' " 1+"#". I ~ ,,~(SSIO~.. '1 \ I ~v. '~.. -:. g f <l: SEAL ....\ ! i , 15716 1 i '; \('; .I = \ - .~G'INllV f ~4 ~- :"-.....~ ~ .p "of r :""UC~\.. ......... ""jl'huu,"~'" TABLE OF CONTENTS 97GN01 97GN02 GENERAL NOTES 97SC01 97SC02 STRUCTURAL CONFIGURATIONS 1 PAGE , ~~TE"~ 2 PAGES /'''' s:-:=:f~'1 /' "Fl~ "''? PAGES f" 'fr * * 'I. : REGISTERED ~ ' i PROFESSIONAL 11'AGE ~ ENGINEER _ ! -4 .... .... .... - "I ,y No.4523 .:Zf PAGE 'I..~' f{;.<?-~ . \r _- ~ OM 1 PAGE i-~' TU ~( (f z :',3'~~ ~rES ~'; C1VI~']J ~F C"lI~ , . .......-.:-....... -. "<;'b:.c;f~ REGIS>.... ~.. ~-",OoOoo~<f::.. ~ /"ss,-,<.:.'UC-t(C;..~\ i&,</:-' '9\,G' : .. G . _ .- = : 20918 : J;'4PAGES 97L T01 ' :.z:... . - :. \ . Q:o : 97LT02 :""0. l",~ ' ~""'~'. A>0.1;<:;$ 97lT03 -:..~ Oe fli"'r~$ ......~ ~n Oo...e(p ~v 'Ii' ",,,UIIII""III. 97LT04 ;,o'i,~ uS/ON A\.. ~ ~....", '!I..".'\' t-. TUC 11111.1;: """.'"("jl,""'~\: '. ~.#~:.. GiSTE.~t~%. ~\nUII""IIII", ~ f~~ ....~...' ~ ..4 ~~ toNNE,; ~ = i, '. " '~~.t'~~"! NO. J145,8 )"'~ I"'" ~.~~\~l~O~'" ~, ~ /:::ff ... :-c-- . _........ .-..".10 .~"'. -..::,;::. =*~ . ;..'f:~tj.-...'f"'AWth...'c~ E \ :.; ~'"'' .s/6..........~---\ ,--:-'" \11\ No.WS:..'. -"" "J' '''l~~C ",q.~, " <t", ~. r", CEN':~"' ..' .-r -~<,..;JSIOA;';t.~;..:. . csnmCA7e' 71,1. 'IS-; t ..' :t",.."U'n~ ' No. 15896 ~ STATE OF . c;;., RoRIDA ~:' J>", ~<,;/ el?ED E~<;' 2.0 FREESTANDING AND ATTACHED PATIO STRUCTURES , 3.0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES 4.0 FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES 97CD01 97CD02 97CD03 97CD04 97CD05 97CD06 97CD07 97CD08 97CD09 -- ~. . ff C:J"~' :: * ..' :: '*.... ,........... , ~ R. ..... \.-~i~~.-.:....... L . . , . .1'., ~- "',{;. ...,t:C.S.....- . f.jl~, .:'\.:.,...:....~......~...~\. '':t'b '..l/eNAL c\" 'h, .-c' o \'h.",,"'~~' ~OYESSln " ~ .....fl' ~ . ~ ' !4 + -;" o...t[: 2/8/2000 "'" . ............. . -, , - '. ~ '. ~~ r' ", ~ 5IHGIE SPAN ATTACHED sTRlI:nJRE LENGTH vJoit'ES " oF ~tI ~ ..' PRClJECiiON ')iitI. lENGTH: FOR 111M. ~....J'JOn<< ~D4JlJN. SLoPE o.4"m. Wt. ~O SlIF~ '.' / , ' _. - L-COVER PANEL FASCIA ~ ~ ~ !i: ~ ~ ~ :E:. ". ~ :.... ~ ;~ e~1 1/2" ORADI OPTIONAL 3 1/2" . CONCRETE SlAB I "d- SEE NOTE , 5, . ~, SHEET 97G>102; .... l-SEE SOiEOlJLE F'OR ' F'OOTJNC SIZE. ~, LENimI VARIES. SEE SCHEDULES IT NOIE 17. SHEET 97GN02. sEE. SCHEDuLLFOR ' FOOllNG SIZE "d" = 1YP. CUBE SIZE PROVIDE 1 DRJ\JN FAScIA FOR COlUl!N SPAcING SEE TABlES 2.1. 2.5, 4.1 OR 4.2 1 m- BEAM :IE PROVIDE 1 1/2" DRAIN OPr. 3 1/2" CONC sLAB SEE NOTt IJ 5 ON SHEET 97Glilo2: . IIllLlISPAN ATTA!:IlF1l 'r.AN1ll&Rrn S1ROCJlJRE GlI! YAR~ ~ COLlJWH SIZE SEE _ "colUllN SOiEDlJlr NaTE: PATIO WIDTH VARIES W/ SELECTION OF HEADER. NUMBER OF COLUMNS AND LOADING CONDmONS. SEE SCHEDULES FOR MAX. COLUMN SPACING. ' /In=_i~~j ~El1/2 ~' OPT. 3 1/2" CONe. "tf"- ,'" - , SlAB. -.oLU . -fz.-SEE SCHEDUI..E PL.AtE: 1- 1dCl~..1..-J fOR FOOTING SIZE !WlfoSSHOIotI SINGE SPAN ~L".3I""'~ STRI.JCJlJRf " . "" '" "" ..; \, , ~" ~.... ; ....~, ....,;,.;, __!-'ioC~_" " ,,__ ",-_,'_u_. -"-;c. .... :r:: '" ;;; :r ~ ! 1F.:Nc:TH"V.a.~ ~~ ~~ ~ sPAN' .P~sPAN .... END .' .' FAS';.IA CCJ\IEJl.P~ ~YUY , ~ OVERHANG :. t:l 2s= COLUMN'. . i:ij SPACING ~:r ~. ., "" ~-~~~ - ..;~t~~.... ",,'.'" '. ''"fJ - '_f )-. OOERNEQ. BEAM' l\SC1A '? HEADER ,'lNsrALL 'COWYN -\lERTICALL'I'-- . E 1 1/2" ORAIN CPr. 3 l/J" CONe. SI.AB ,SEE NOTE 5 ON SHEET 97 02. sU: sc~U~' LEJo!~ y,e.RIES, PROJECTlON \-EN(;1l-I 75::: Of FASCIA 1oI1tl. ~ END .~ , , PANEL " " .... , :I: " " " w ;' :I: " " "--~ .. -----oPT. 3 1/2' CONC. ' stAB-SEE . Non: , 5 ON SHEET 97GND2. '- ,..' _~a ~"i-' SEE ,SCHEDUj.E FOR' -:' -' FOOllNG SIZE "" "d , , ,'. SlHGlE sPAN """"'" r:DIlllN'RED SlfiucTuRF I DAlE REVISION I DAlE I I i REVISION .~A:m>1~ :...DT ;-~~"':''''''ulI..d.INC. - Engfn5snng. Services' 1140 All Pro Dr+.. Enmart. IN 4&5 ~ 4 ICBO E5 EVAlJJATlON REPORT NO. ER-2621P ............ OR PARr NAI<E .21B/20ooD STRUCTURAL CONFlGURATIDNS 97SC01 I""=' 1 OF 2 ".,:i1'': ";;~~~? '.," .,.. .... f ~':::';~,~:'., . ,,:..:: .-r.';.. ..,...... .".;. .,,~ ...::....,....,...'-:".. 7'--"" j/.; ~-,~ .r. . c....;. . . ..".-,' ,.. -, . ~, - , / ,...... ':~:.' :.;.r..,:'," . ~ ,", .' .",. ,,~:.. : -," . ". .:......... , h:~)<.~:~::.:; ; ",': .' . ': ."oJ.: ;"",;C'.:' -;,.~.,'c. ~ ~ . ~ " -~ ~ENERI>,L NOTE!'i; (CONTINUED FROM SHEET NO.1) NOTE: EXPOSURE "8" HAS TERRAIN WHICH HAS BUILDINGS, FOREST OR SURFACE IRREGUlARmES COVERING AT lEAST 20 PERCENT OF THE GROUND lEVEL AREA EXTENOING ONE MILE OR MORE FROM THE SITE. , " " ' EXPOSURE "C" HAS TERRAIN WHICH IS FlAT AND GENERALLY OPEN.. EXTENDING ONE-HAlF MILE OR MORE FROM THE SITE, IN . />N'( F1JL.L QUADRANT' CONCREIE MIX: Fc=2500 PSI' 28 DAYS. APPENDIX CHAPTER 31 DMSION III, PATIO STRLiCTURES lAAY BE AlTACHED TO CONCRETE SU\8 WITHOUT FOOllNGS ,WHEN THE. GpLUMN LOAD IS 750# OR LESS., CoNCRETE ' SHALL BE A MINIMUM OF 3.5 tNCHES THICK AND .NO CRACKS WITHIN 2'-5" OF COLUlolNS.. COLUMNS, SHALL BE SEf BACK' A. MINIMUM OF -4- INCHES FROM EDGE OF SlAB: ' 17., PATIO STRUCTURES MAY BE ENCLOsED WITH INSECT SCREENING. 18. STRucTuREs MAY BE AlTACHED TO RAFTER OI/ERHANGS PER SCHEDULE. 19. WHERE AUiMINUM ALlOY PARTS ARE IN CONTACT WITH DISSIMIlAR METALS OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZElr STEEl.; OR. ABSORBENT BUIlDING' MAlERIALS, UKELY, TO BE CONTINUOUSLY OR INTERMIT1ENTLY ,WET, . THE fACING SURFACES' SHALL BE PAINTED' OR OTHERWISE SEPARATED IN ACCORDANCE WITH U.B.C. SECTION 2004.3. 20. ALL SCREWS CONfoRM TO ANSI B18-6~4 AND SAE J933. 5. FOOTINGS HAVE BEEN DESIGNED FOR, ClASS 5 SOIL ALLOWABLE SOIL '. 'BEARING r-r==.JRE OF 1000' POUNDS PER saUARE FOOT. STRUCTURES SUPpORTED BY' FlAGPOLE lYPE COLUMNS ARE NOT ADVERSE\-Y Arn:.\AIW BY A 1/2 INCH lATERAL GROUND MbVEMENT, ANO FOOTINGS FOR THOSE STRUCTURES HAVE BEEN DESIGNED FOR AN ALLOWABlE LATERAL SOIL BEARING PRESSURE OF 200 POUNDS PER SQUARE: foOT PER FOOT OF DEP'IH. SOILS OF ORGANIC ClAYS OR SILlS REQUIRE A SOIL INVEShGATlON AND SPECIAlLY DESIGNED FOOTINGS.. flUS MUST BE PlACED UNDER A lABORATORY CONmOlLED COMPACTION SUBJECT TO APPROvAL Of THE BUILDING OFFICIAL 7. ALUMINUM BOLlS TO BE 2024-T4. .t' 6. GENERAL NOTF'5, FOR lATTICE, STRUCl1JRES; (PERTAINS TO. LATTICE STRUCTURES ON DRAWINGS 97SC02 AND 97LT01 THRU 97LT06,) 1. sEE: GENERAL NOTES. SHEET 1, SECTION -4- FOR lJVELOAO AND WINO LOAOS. 2. OPEN LATTICE STRUCTURES SHALL NOT BE ENCLOSED. 8. COMMERCIAL STRUCTURES MAY BE USED FOR PARKING OF MOTOR VEHICLES PER LOCAL BUllDlNG .CODES. APPENDIX CHAPTER 31 DMSlON m PATIO STRUCTURES MAY NOT' BE. USED FOR PARKING OF MOTOR VEHIClES. 9. r="I\NDING STRUCTURES SHALL NOT BE ENCLOSED IN I>Nf liANNER. 10. 51EEL .80LTs SIW.L BE ASnI A-307. 1.1. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRt;:NGTHS MAY' BE uSEri. 12. STEEL FASTENERS SHALL BE EITHER STAINLESS: GALVANIZED OR DOUBLE CADMIUM PLATED -AN" BOLlS. ' 13. HIGH sTRENGTH BOLlS SIW.L BE ASTM A-325. 1-4-~ EMBEDDED'COWMN SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 15. PATIO STRUCTURES ARE DESIGNED IN ACCORDANCE WITH 'APPENDIX CHAl'TER 31 ' DIVISION 1/1 OF THE UNIFORII BUILDING' CODE. 16. HEADER SPUCES SHALL NOT BE LDCATED NEARER TO lliE END OF THE STRUCTURE THAN THE FIRST INTERIOR COLUMN. ' 17 REVISION DATE REVISION : 'tlJl'..~,.,;j :............ aILIIIl'IIi..:.: I :~ ",wi ..I,~.INC. , }.31-<>Z',' ' . '/ -.-tn:,' .~ ' KG, , ICIlll.ES EVAUIA11llil REPORT NO. ER-2621P ~~ .:iQIU: a.HNiI1Mii \~\,j . 'NONE ~' GENERAL NOTES 'Va/200.i.. 97GN02 Engln~ertng Servfces. 1 1 '"' All Pro Drtve EIcbart. lit 4e51-4 1'2 OF2 , ), i i i I " " ~-~~;-:\::~,~:~~i-?:~""'c~-f.i:,,;:-t:i?_~'~;~ 2.0 FREESTANDINQ AND ATTACHED PATJO STRUCTURES UVI TIlla'MAA<;OI.l.M'SPAt;NJFOIII ""I BEAM !.1frlffiLa:olu~.t:.Uti~E.M I l;;~lr;~~ltsH'~ A\.ASKANEXTRUDED(.A.01 L.OAO W1C1J101I1.TTACHEDPATIOO,ULA. ~ ~ kuN:r~u("ft.l<.hd ....... lCON$.'~oo/....wt. ~ <;UN.:O.~uor"~ -uiiNY ,o.u eou.... COI.IMN fllU' cl.'il.-.L-.El.l eou,.utr.r,.,h ...\rAL..,..f.. COI.lMN -~;.,,-1. iii-kH-m- ~..... OTHEIII! SPACtNllI SP...cJNC --rrR ..ill iit"" I SPACING ;i.. FIll MiN. SPACINQ F'fH ~i" I u... ON .~ ".,. COL. Off"" COL. *ft'"". COl. .em. -.m.. 1-4- 1';'.4- $\..A& ~ .....!!.'I fDil_ I'YH l1"T\ TYPE IN (1M TYPE ~; N ~ ~ APHW.NI'spaJ 10 l l:$ 10 ..,.. n.:,.. H-.a- 11" 20'-'- J" ~ l..; u.;~ l'J LIJ' ^ lO-n- oib '" \,,; ,B. ~ 5' 13'-:5" 10'11" 13'.7" 115'.,. 28 24 C 9'.,- 22 19 A 16'-11* 25 23 C Hi'.'. 25 .. 11'.'" 9'-'" 11'-4- 1S'-8" 25 2:5 C.'.,. 22 20 A 15'.5- 25 24 C 14'.'. 25 r '!1-r T-r r.r 15'.3" 25 2:5 C 1'.... 21 20 A 1"~. 25 2:5 C 13'.1" 24 .. &'.... 6'-10" 8'-8" '4'.," 28 28 C 8'-11" 21 20 a 1,.". 25 25 C 17-9" 25 I' 7'-4" 8'.," 7'.(f' 13'-5- 28 28 C 6'-7" 22 21 B 12'.7" 25 2tI C 12' 25 10' 8'-8" 5'-5- 8'.9" 12'-9" 'D 21 C 6'Q 22 21 B 11'.11" 28 26 C 1'..... 26 11' 8'.(1" 4'.11- 6'-r 17-r 28 28 C 11'-5' 27 21 C 10'-10- 27 17 ,'..f" 4.... 5'''" 11'-1" 2S 211 C 10'-11' 21 27 C 10'-" 27 13' 5'-1. 4'.7" s'.r 11'-r 211 211 0 14' 4'-r 3'-11' 4'-10- 10'-r 211 211 0 1" 4'-5' 3'-4" 4'''' 10'-5' 29 2t 0 18' 4'-r 3'-'" 4'.3' 10'.1' 30 :so 0 11' 3'.11' 3'-3" 4' r-r 30 29 0 111' 3'''" 3' 3'.r 1'-6'" 30 30 D 11' 3'.... 7.11' 3'.7" 9'.3' 31 30 D 2f1 3'.... 7.go 3'-5" 1'-0- 31 2t D 21' 3'-2" 7.1" 3'-T 11'-8" 31 29 D tt 3' 74' 3'.1' 11'.7" 32 30 0 10 )'-.~"", Ti='t.~...t,i~-..". ". 15'''''- JfJ .Ill ... 5' 13'-)" 10'11" 13'-7" 18'-4" 21 27 C II' 11'-0- 9'.1" 11..... 1".3. 211 211 C l' 8'-5' T-go r-4" 14'-1' 29 28 C II' 1f-3' 11'-10- 11'''' 13'-r 30 30 C II' 1'.... 8'.1' 1'''' 12'-5' 30 30 C 10' (1-1" 5'.5" 8'-9. 11'-10- 30 30 C 11' 8'-0" 4'-11" ,,-r 11'-3' 31 31 C 12' 5'-1" 4'''' 5'''' 10".go 31 31 C 13' 5'-1' 4'.r s'-r 10''''" 32 32 C 14' 4'-8" 3'_11" 4'.10- 10'0" 32 32 C 1" 4'-5" 3'-4" 4.... 9'''' 33 33 0 11' 4'-r 3'-'. 4'.3' 9''''. 33 33 D 17' 3'_11' 3'-3" 4' 9'..(1" 34 33 D 18' 3'4' 3' 3'.r 8'.8" 34 33 D 11' 3'''' 2'-11" 3'.7" 11'-"- 35 34 0 20' 3'.4" 2'-9" 3'.5" 8''''' >> 35 0 21' 3'-r 2'-r 3'-3" II'-r 36 35 D 'l?' )' 'l~ ...,. r.t1' :vi 3' [) lU 4' ,,:e. 7'.r fu. i'N- :llI .1* ... ,. 8',11' 5'-8" 1'.1' 13'-1' 'IT 25 C 8' 5'.10" 4'.go 5'.11" 11'-11' 28 25 C l' 5' 4'-1" 5'-1. 11'..(1" 21 28 C 8' 4..... 3'-7" 4'-6" 10'.... 2ll 27 0 9' 3'-10" 3'-2" 4' 9'.8" 29 21 D 10' 3'.... 2'.10" 3'.7" 9'.3' 30 2tl 0 11' 3'.2" 2'-1" 3'.3' 11'.8" 30 211 C 12' 2'.11' 2'-5" 3' 8'.,. 31 29 E 13' 7-1. 2'.2" 2'.r If.l" 32 :so E 14' 7-1" 2'-1' 2'-1" 1'-8" 32 30 E 1" 2'.... 1'-11. r-s- T.fr 33 30 E tA' 7.T' ".r 7-3" .,..3" :\."\ 31 F z:o 4' 1-..J- )1;.". 1--J' 1.}'.J" ;U ~ ... 5' 5'-1" 4'.7" 5'-r 11'.,. 28 24 C 6' 4T ]'-10" 4'.10" 10'''" 26 25 C l' 4' 3..... 4'.1. 9'-11" 21 25 C II' 3'4" 2'.11' 3'.7" 9'.3" 28 28 0 9' 3'-1. 2'-7" 3'-r ll'.8" 29 28 0 10' 2'.10" 2''''" 7.11' r.3" 30 21 0 11' 2'.7" 2'.1" 2'.1" 1'.11' 30 'IT E 12' 7.... 1'-11. 2'-S- T:7" 31 28 E ,,. 7-2" 1'.9" 2'.3' 1'.T 32 29 E 14' 7 '1'-4" 7-1' 1'..(1" 32 :za E t~. t'.tll" t'8 t..u. fl'_A" 1"\ 29 E'" .JfJ i. )'.;Q- 4'_'0" 10'-1' U-Q'" lti .cl t 5' 4'''' ]'-11' 4'.10" 10'.8" 28 23 0 8' 3'.11' 3'.3" 4' 1'-10" 2S 24 0 .,. 3''''. 7.,. 3'-5" 9'-1. 21 25 0 8' 2'.11. 7.S- 3' 11'-6" 2a 25 0 8' 7..,. 7.2" 2'''. If..()" 29 25 E 10' 7"'. 1'_11' 2'.5' 7'-7" 30 28 E 11' 7.2" 1.-" 77' 7'-3" 30 'IT E 12' 7 1'.1" 7 r-,,' 31 27 E 13' 1'.10" f..... 1'-10" 6'-lr 32 211 E U' 1'.A" "..1\. '._Il" 6'~ "\, ?A e: 4' 4'.5' ;)'-It' 4'.r 10'-)- lti oil b 5' l-7" 7.11. 3.... 9'.... 25 22 0 r 3' 7.5" 3'.1' 8'4" 28 23 0 7' 7-1" 2'.1' 2'-7" 1'-11' 'IT 23 E :: '" ~~ ;.:r ;~: ~ ~~ j 5' 7.,.. 7 2'-6" 7'-lr 25 21 e 8' 2' 1.... 2'-1. 7'..(1" 2ll 21 E 7' "_Ir ,'-1\. i'_II' 6'_~ 71 ?'2 F .. .... .. !:I" ~""V\I'''' ~"'t:-' u-f- If "il' 9'-1. 25 22 8'-1' 25 23 1'.... 23 23 8'-11' n 23 8'-1" 2' 24 10'",- s'-r "-'" ,'.1' ,'.5' a 22 22 23 23 )...". 5'-2" 5'-1" ~ 22 22 )-.r 4'_10" 4.... u. 22 22 .... ..... ~ 22 ..... " " " " " " " " " " " " " " " . A A A , , . , .' . . . . C c C C c C c 1('.,- 1S'-1l. 14..... 13''''' 12'.5" 11'.,. 11'.1. 10'-r Hl'.2" 1J-~- 12'.1" 11'.1. 10'.3" .... . 11'-7" 11'.2" 7'-10- 1':--1 ~ 10'-10" 9'-11' ,.,. ll'.7" e'.1. r... r.." r ",-,. 17-11' 9'-1' e'-s' 7'.10- 1'.,. r .... 8'.,. ~-I- e'-7" 1'.10- r.J" 1:'_10" ,..id- r 6'.5" . " " " " " ,. JO JO 31 " 21 ,. 21 " ,. JO JO 31 " ,. ,. 21 " ,. JO JO 31 ,. " ,. 21 " ,. JO JO 31 " " ,. 21 " b " ,. " ~1frE);.TRUOeDFASCLA~ Tltll - f "'''''''' oUOT"'H "I.<... W10f1ol COl.l.U4 flll:.li-l...Jf~ SPAClNO 1ft( HH I Nit.. ., " COl (F'Tl lIHI (lNI TYPIt lFT1 ~ 23 " " " " ,. ,. 21 " ,. 21 " ,. ,. JO JO 31 \:.r u'" 1.. ~ I,.; , To_iJ- ---s--------s-"""'1r C 15' 211 28 C C 13'.8" 21 21 C C 12'-11" 2e 2e C C 11'.10" 211 29 C C 11'.2" 29 29 C C 10'-11" 30 29 C C 10'.1" 30 30 C C ,... 31 30 C a " " ,. ,. " 21 " " a 23 " " " ,. ,. 21 21 ~ 22 " " " " " ,. 21 " 22 22 23 " " 20 21 " " c c c c c o o o " c c c o o o o o c C C o o o o o E c o o o n u o E E 1,/"11- 11'.6" I.... .... g.l' ",. ..,. r... 7'.5' 11'-'- 10''''' 9'.5" .... ..,. r-<" N" r .... 1\T''- 9'-5" e'.7" . r.r r .... 8'.,. 11'.1. 'if.r ..,. r.r 6'.11" .s 'r4>- .... 9'.1' .... " ,. " 21 " ,. JO JO 31 ,. ,. " 21 " ,. JO JO 31 '" " '" 21 " '" JO JO 31 " " " 21 " a " ,. " " " " " '" '" 21 21 " ~ 23 " " " ,. ,. ,. 21 " 22 23 23 " " " " 21 " 22 22 22 " " 20 21 " c C C C C C C C C 1:)'-0- 14'..(1" 17-10- 11'.10- 11'.0- 10"'" .... " C C C C C C o o " C C C C o o o o c C C o o o o o o c C o o o u o o . 1)'." 13'.f" 17'" 11'.,' 10'''. 10'.1. ..r H-r I.... 9'.1" 1'.4" 1'.10" ~'-r ..,. 7'.5" 6'.10" ,~ H 8'.5' 10'-,- .... " '24 '" '" !" ," ,. " 22 22 23 23 " '" llJ 21 21 ,. ,. ,. " .". --.- 22 . 22 C 23 C 23 C " C " C '" " " " 23 III I,.; " C 21 C " C " C " " 23 23 a 23 23 a 22 10 I,.; " C " C 20 C if I,.; " C " C 111' ... " 0 . , C C C C C eM LOAD Tltll' a.042"X3"llI'HOOER Mon ~ ~_I'~rli:""lZe CCl~ 1iR. AH...-;'~p- SPAClHQ"1f'I("'" tfll ;;iN':'" ., "' COl, m .!nL ~1olI ,~. TYP~. 70....___~ecc lESS. :lH1T .'-0- 1."1' .Ill ,t. IS 5'-0'" 12'.7" 27 2S B S'.v 11.... 2t 25 C 1'''()" 10'-7" 2ll :ze c, 8'.v 9'-11' 28 28 C Il'.v 9'''' T1 21 C 1lJ'~ ,.,11" 'rT 17 r: .'-Q'" ir;r-r 1A 11 l,.; 5'-0" ,.\' 25 22 C 8'-0" Il'.]" 25 23 C 1'-0" T-r 23 23 C e'-o" 8'.r 23 n C 9'-0- ff.(1' 25 23 C 1lJ'~ ....!I. 't'5 ?4 r: .'-0- ".z- :H. ;/1 ... 5'-0- e'.2" 25 22 C 8'.v 1'.]' 23 22 C T-O" 6'.3' 23 22 C 11'-0" 5'.5" 23 22 C 8'-0- ,'.10" 25 22 C '.... 4'.0- ....,. ...,. r... ...,. ,<0- .... ..". ..q if Ii Ii ii " I i I -1!!' OOUBl.E a.032")I 7')1 6" HEADER IIoIUl; I CON.S.HJI;Iflii"iIZI"'"" COll....' t1l:t.cll'll'rf~""i'D OJ:: rTIl I - 'rr "rr, COL ~ "'" ~ l.I'.,r .If ,tJ 11'.10" :ze 24 10'-" :ze 25 10'.v 2S 25 g.... 2G 2G 11'.10" 26 28 11'''' ?7 11 '$./" b H 1l'4' 25 22 7'., n 22 1'.3' 23 23 8'-1" 23 n 8''''' 25 2' i::~ ~ ~ 1'''' 23 21 1'.v 23 21 6'.f" 23 22 5'-r 23 22 5'.2" 2' 23 ;,:-r;. ;i ~ 1'-0" 23 20 6'-5. 23 21 5'.7" 23 21 ".HI" 2:3 11 0"-10" ,tJ lG 5'-10" 22 l' "-11' .,., l' -l'.tS~.2~ 1A --=- COL """' \1..... rq . . . C C C C " C C C C C e c C C C C C C C- C C C C " C r > . . . r . . ,. n' " ,. ,.. ". " lr ,. ,. '" ". ". 10 '" " 4' . . r . . I. n' " ,. U' ,. ,. Ir ,. ,. '" 21' ". ,- . . r . . 1. n' " ,. ,.. ,. ,. .- . . r . . 1. n' 17 ,. ,.. ,. .- .. . r . . 1. n' " " U' . . . r . .' .. . r_ 0..... N" 8'-1" ,'-]" ".7" ...11- ..... "_7" ,'-iI- " 23 23 23 " " 22 If '" 21 21 " 1: " " " C C C C c " C C ^ '" .. ~ cot. I;gu.M'l-~i FORATT~PATlO '"'"""".. I,IJ,1</4-..I-.:;<,AIII.Kt.o.uJMI;UL"- O.DS2".'I12"$CIUAJtEALLN ...0LlOOUM< O.D:r.:rSCLlAlliALLJ,lCOl.l.U'l 11'~' ,"ct.CIIEJlLE.V,I.lJJl,LO,Oot4" 174' C'ClOfClAl.ALLN.O.oer 12'4' :r'ClOVEltlWSTEnO,tMr 12'4' S'SQUAIlI!STEELCOL.l.M'\l 12'.(1' 4'SClUARIiSTEE1.COLUt#l 1T.cr ,'SCII..lM:a.sTEE1.CCl!.M\l 12'.0- "rSClllUESTEELCOu.a.l 12'.0- l.o.GLki..l 1'.U."~_l'lI",ID .ACEOWlTllASTRCHCEltCClLM'l 'A' MAY BE REP1ACED WIII-J TMAyeEREPLACEOWlc.J, ETC. UNUJ!: lHTERPOlA TICH FOR ALL CALCULAnoNlIlS ALlOWED , . . C o , , . H , THIS TABLE MAY BE USED MTH COMMEFlClAlOR PATIO smUCTURES f..t.JSu<;U IWIAm.eriInax C!!iJY~PIlllIlUCl1l.I11C. 11"0 All -pilo OAlvt H.lO.....RT. IN "S!!1" I ~-L"''Y''.'ll'!'" .. ....A(KIIS.._lI.COl.U..NS..~_, rOO'11I S~ _ COLU_ 1~ rGII r"ttsT.....G'NQ..No..n..CHtll ,_. f'ru n"T".~ " " " ~, ~ ,.f;OROOF PANEL. SPANS AND OVERHANOS FOR PATlO AND "': )MMERClAL STRUCTURES 2 112" x 6" ROOF PANEL DESIGN SPAN FOR PAne STRUCTURES LIVE PANEL ,- HEJGHT LOAD T 70 90 OVER ,IPSFl {tN} MPH MPH HANG 10 O.ol! 13'~ 13'-3"' 6'-e- 0.020 U'.q 1('..... 6'.11" 0.024 16'-3" 16'_r 1'.10" 0.032 18'-r 18'-r If.r 0.038 1!t-4~ 19'-4~ 8'.11" """20 '"'O:Oii" 9'.V 9'-V-;:;;: 0.020 IO'.~ 10'-'" ,!;4 0.02i11 1 ".9" 1".9'" 5'-r 0.0J2 "'-1" 14'-'. 6'_10" 0.038 15'-'. 15'.'. T-'" 25 0.011 ff-'i1' 8'-9" 4'-T 0.020 9'-5. Q'-e ~-6' 0.024 10'.7" 10'-7" 5'.," 0.032 lr-r 12'-8' 6"-1~ 0.036 13'-7" 13'-7" ff-7" 30 0.011 T-I" T-r :r.r 0.020 8'-8" 11'-8" 4'-,. 0.024 9'-9'" 9'~V "-8" 0.032 11'-3" l1'-r 5'-7" 0.038 12'-6" 12'-r 6'-0" 40 0':0'1i" -;:w= me: -z:g:- 0.020 6'-1" 8'-11. 3'.J' 0.024 8'-6" B'~ ('..(1' CI.032 10'-2" lCT-T 4'.10' 0.038 10'-11' 10'-11' 5'-3" 60 0.011 4'-,. 4'-'. ".10' O.o:zo 6'-3" .6'-3" Z-T 0.024 T-fr T-ff' 3"-0" 0.032 8'-S- 8'.~ 4'..(1' 0.036 '#-0" 9'..(1' ,'..J' TAaLE1.4 J.' / /' ,y - 3 112" X 17 ROOF PANEL DESIGN SPAN FOR PATIO STRUCTURES , lNE PANar 12'HEJGHT LOAD or 70 90 OIlER jPSFl (Ir<1) MPH - HANG .0 0.018 16'-7" 16'_T 1'-10" 0.02' 18'-8" ..... r.r 0.032 'XI'" 'XI'" V'" 0.036 2'...... 2'...... 9'.10" 20 0.018 ""_11' 11'-tt ..-.. 0.024 '3'''' '3'''' .... 0.032 15'-11'15'-11" T'" 0,036 IN" 'T-D' T-le"' 215 0.011 '0'''- 10'-9" ".T 0.024 12'-3" 1Z-3' 5'-11- 0.= 14'-C" 1~'" T-D' 0.036 ...... ,..... T-3' 30 0.01' !Me"' g-lD" 4'-9" 0.02' 11'-3"' 11'~ ..... 0.032 13"-1" 13"-1" .... 0.036 14'-0" 1....(J' 6"~10" '" 0.018 '.r r.r 4'-1. 0.02' 17-10" 9'-10" ,.... 0.= 11'.Q 11'-.5" ..... 0.036 'Z-3' 1Z-3' 5'-11. 60 0.01' 1'.1" T-l" 3'.... 0.024 8'-1" "~1" 3"-10" 0.032 V-6" 0'''' ~... 0,036 10'-1" 10'_1" .._10" TABLE 1.1 2 112'" X 18" STRUCTURAL PANel FOR PATIO COVERS PANEL I '2'HEJGHT or 70 90 J OIlER (IN) MPH MPH HANG 0.011 12'-C" 11'-lQ s-r 0.011 8"_10" 8'-10" ~ 4'-3" I 0.01118"..Q" 1f4'13'-10"1 0.018 T..... T.....l3'~ I 0.011 6'-5" 8'-5. :r-O" 0.011 4'.10" 4'~1D" 2'-f1. TABLE 1.2 -lNE LOAD ,PSF) 10 -20 120 IE 2112"rl2'" STEEL PANEl.. OESlGN SPANS FOR PATIO STRUCTURES IlNE I PANEL 12' H8GHT LOAD or 70 I 90 OIlER (PSFl (IN) ..PH UP.H HN-IG '0 10.0120 14'-8"' 1"4'-8" 5'.1- 0.0149 16"-2'" 16'.2" 5-5" 20 I 0.0120 I'~ I I'-r ..-0" 0.014$ 11"-8"' ,,'-8" ...... 215 I 0.0120 ff-'T' I S'.v :r...... I 0.0149 10'-6" 10'-6" ....0- 30 '0.0120 5'-1'" 5'.r 2'.r 0.01"; g.T 17-1" J"_ll" 40 "'0:0120 c::F 4'-3" ~ . 0.0149 1'..... 1'..... 3'-5" 60 o:o12ii" z:w x:;o= 1'-4" 0.01.(9 5'-10" 5'-10" 2'-11" TABlE d 2 '\IZ" X 12" RoqF PANEl. DESlGJII I SPAN FOR PAllO STRUCTURES -lNE IPANal 12'H8GHT' 1 LOAD T 70 90 OVERI jPSF '!!'!l MPH MPH HANG 10 0.01' 12'-4- 12'..(1" 5'410" 0.024 1..-5" '''-5" 6'41" 0.032 15'oV 15'-8" 7'-T 0.038 16'$, 16'-$'" 7'-6" 20 0.018 If.l1. 1'-". _..-3"' 0.02~ 1r-6" 11'-6" 5'-3" 0.032 12'-1" 12'-1" 5"-9" 0.036 13'-1. 13'~1. 6'..0- 2i'" o:o;a ~ ""iQ" "i:iiF 0.024 10'-6'" 10'-5" ".10" 0.032 11'-9"' 11'-9" 5'-4'" 0.036 12'-2" 12'-2'" 5'..r 30 0.011 T...... '7'-4. 3'-6" 0.02" 9'-6" 9'-6" ".1" 0.032 10'_11' 10'-11" 5'..0- 0.D38 11'-6" 11'-6" 5'-3" 40 0.01' 6'-5" 6'-5" 3'4' 0.02" 8'...... 1'..... ....(1' 0.032 g..r g-6" "-T 0.038 10'-0" 10'..Q" "-ll" 60 o:o;a '"U :s::r ~ 0.024 6'_10" ff-10" 3'-3" 0.032 T-10" 7'-10" 3'-V 0.03f 8'-3" 8'-3" 3'_1'- TAsLEUi 3 lQ" X 12'" PANEl. ALLOW. DESIGN SPAN FOR COMMERCIAL STRUCTURES LIVE PANEl. EXP. Bl EXPOSUREC MAA LOAD T 7Q$C1' 70 90 OVER (PSF) (IN) MPH MPH MPH HANO MAXIMUM ROOF HBGHT 18' 20 0.01' 11'-11' 11'-11" 11"-6"' 5'-6" 0.024 13'-8" 13"-8" 13'-2" 6'..5. 0.032 15'-11" 15'-11" 15'-6" 7'-6" 0.036 16'~'" 16'-11' 16'-1" T.g' ~ o:o;a ,a-8" -;o::r ~ ""i:F . 0.024 12'-3" 12'.3" 12'-3" 5'-11- 0.032 14'-3" 1.c"-3" ,,,'_3" 6'-11' 0.038 15"-3" 15'-3" 15"-3" 7'-T 0.018 17_10" 11-10" 9'-10" 4'4f'- 0.024 ,,'-3" 11"-3" 11'-3" 5"-5" .0.032 13'-1'" 13'-1. 13'-1- 6'-4" 0.036 '''-0'' 14'"-0" ,...-0" 6'-r 0.018 8'_~. 1'.1" 8'-7" 4'-'.- 0.02' 9'-10" 17-10" 9'"'0" 4'-8" 0.~11'--5" 1':.'- 11'-6" 5"-6" 0.036 12'-2" 12'-2" 12'.2" ~.11" 0.011 T-l' 7"-1" 7-1' 3'J!" 0.024 8"-1. 8'~1. 8".'- 3'-10" .0.D32 9'.5" g-6'" g.."s' "'-6" 0JJ36 la-l. la-,. 10'-1. "-10" TABLE 1.6 30 '" 60 2 1fr X 12" STEEL PANEl. AU.OW. SPAN FOR COMMERCIAl. STRUCTURES lNE I PANELIEXP. 61 EXPOSURE~ MAA LOAD T 70190 I 70 I 90 OVER (PSFl (IN) MPH MPH YPH twfG MA.xJWUN ROOF 'HEJGHi' 11' - - 20 0.01~ 1'_9" lr-'T 8'-9" "-0". O.Ol~ 12'.1'" 12'-1. 12'-1" ..~ 25 0,0120 T.l. 7"-1" 7"41. 4'-0". 0.01.(9 10'-11" 10'-11' 10'411' 4'~ JO 0.0120 6'-0" 6"..0'" 6'..(1' 3'-,-- 0.01AS 10'-0- 10'-0" 10'-0" 3'-9" --;ur 0.0120 ""'i-:F" ""'i-:F" "1tF" -r:r 0.0149 ....... 8'..... 1'..... 3'~ -;;- Q.Oiii -;:::F -W 3'-2'" ~ 0.0149 8'-2" 6'-2" 6'-2" 2'-1'. T~'J - 2 112'" X UI'" ROOF PNL ALLOW. OSGN SPANS- FOR COMM. STRUCTVRES - ROOF HGT 11' UVE PANS. EXP.6IEXPOSUREC MAX- LOAD T 7C1/9O 70 90 - OVER (PSF) UN) MPH WPH MPH HANG - io 0.018 1'-10" i 8"-10" 8'-6" "-1'"- 25 0.018 1'..(1' i 8'-0" 8'4" 3"oV- 30 0.01' 7'-4. i 1'...... r....'" 3'$- 40 0.018 6'--5" I 6'-6" 6'-5" 3'-0-. 60 0.01. 5"-3" I 5"-3" . "-10" 2'.5" TABLE.l.a 2 3 , s 2 fJ2"'X6" ROOF PNLJ>J..J..CNV. SPAN FOR FOR COMMERcW. STRUCTURES lNE IPANEUEXP.BIEXPOSURECI MAX LOAD or 170J90 :70 190 lOVER IPSA ,I/IN} MPH ~ . MAXIMUM ROOF HEIGHT 18' 20 0.018 9".9" 9'.9" g.r 4'-6" 0.020 10'-5" 10"-5" 10'-2" ".'0" 0.a24. 11'.V 11'-9" 11'-6" 5"-6" 0.032 14'_1" 14'-'" 13'-10" 6'.... 0.036 15"-1. 15"-'. 14'-11' 1'-1- 25 0.018 8'-9" 8"-9"' 8'-9" .f'-2" 0.020 9"-5' g-5" g-5" "-6" 0.024 1.0'-1" 1a-1" 10"-1" 5".'. 0.032 12'-8' 12'-8" 12'-1" 6';-1- 0.036 13'.7" 13'_1" 13'-1" 6'_1" 30 0.018 r-8' 1'.... T~ 1'-1" 0.020 ,'-r 8"-t" 8'~ 4'-1. 0.024 g_9" 9'_V" 9'--9" .f'-8" 0.032 11'-8" 11'-8" 1,..... 5"-r ~.lJ36 12'-6" 12'-6" 12'-6" 6'-0" 40 0.018 5"_10" 5"-10" 5".'0: 'Z-V 0.020 6'.". 6'.11' 6'_11- 3'-3" 0.024 8'-6" 8'1" 8"-6" "'4' 0.032 lC1'_2" 10'-2'" 10'-2" "-10" 0.038 la-l1" 10'_11' 10'-11' 5'-3" "'"""'ii""""o:oii"""4::1-""~~~ 0.020 .f'-9"' "-r .c"--9" 2'-2" 0.02" 6'-6" &'-5" 6'-5"' '1.q' 0.032 8'.S. I'-r ~-s- "-0" 0.D36 g-O" 'if-O" 9'..(1" 4'-3" TABL...::l.9 - 2 11r X 12" ROOf ~Nl. AlLOWABLE SPAN fOR COMMERCIAl STRUCTURES LiVE PANEUEXP. B[ EXPOSURE C I MAX LOAD or ["""" 70 I 90 lOVER (PSF) (IN) MPH MPH MPH HANG MAXIMUM ROOF HEIGHT 11' 20 0.018 ,'-11'" 8'-11" 8'-1" 04'_1' 0.024 11'-6" n.-6" 11'_2" 5"-2" 0.032 12'-1" 12'-1' 12'.r 5'-9" 0.036 13"-1" 13'-1" 13'_. 5".11- 25 o:o;a -;:v ~ ~ "'j=:g:;" 0.024 10'~ 10'.... 10'..... 4'.10" 0.032 11'-8" 11"-1" 11'-8" 5"-4" 0.036 12'.2" 12'-2" 12'-2" 5'-6" 30 0.01" T..... 1'.... 7'..... 3'-6"- 0.024 g-6" g-6" 9'-6" ....1" 0.032 lC1'-lO' 10'-10" 1C1'-10" 5"..0- 0,0J8: lr-a- 11"-6" 11'-$' '5"-2'" 0.01' 6'.06' 6'-6" 6'_5'" 3'..0-- 0.024 8":'- 8'.... 8'-4'" 3"_11- 0.032 17-6' 9'-6" 'if-6" "-6" 0.038 10'..(1" 10'-0- 10'..Q" 4'-V &0 0:01. S'..... 5"4' S'~ 2'~S=- 0.024 6'~10" 1i'-1D" 6'-10" 3"-3" 0.032 T_1D" 1'-10" T-1D" 3'-8" 0.038 8'-3" 8'-3" 8'-3" 3'.11' TA8LE 1.10 ~ '0 I PANEl TO PANEl. FASTENINO I PANEL I .T'. IIN) 0.018 I 0.024 I I 0.032 I I 0.036 I 10.042 I 110 SJIS FASTENER SPACING VVINO LOAD PAT'ICJ,-ElCPB EQ>OSUREC 70' 90 70190 8' 5' .I,'-tr--:Z:W 11' 5'-6" 6"-6" 3'-11"1 U' 6"-tr 8"-9" S-'Z" I 14' fN!' 8'-9" 5'-'Z" 14' 6"-8"".8'-9" I fi.2'" TABLE 1.11 ~l 2.2S'[J l Ls.".o..,J 2 1/2- x 6" ROar FAHEl , o 2'''-l~ ~'2.00'~ @ 2 1/2. X 12' ROIlF PAllEL 2.wL~ L=-'8,xr=.J @ J.soo'~ ,~ ~ @ J ./2. , 12' ROOf' PAA'EL .2 1/2- x I B~ ROar PANEL GENERAL NETHOO FOR USING THESE TABLES 1 CHOOSE FREESTANDING ORATTACHEO. COMMERCW- OR PATtO STRUCTURE. 2 CHOOSe: PROJECTION. WIDTH. OVERHANG. WIND LOAD AND UVE LOAO. 3 FIND TRIBUTARYWIOTH FROM TA8LE3.7 AND ORAWINGSON SHEET 3. 4 CHOOSE A PANEL FROM SHEET 4 THAT HAS ADEaUATE CLEARSPAN FOR YOUR NEEDS. 5 CHOOSE A HEADER FROM SHEETS 5 OR 6 THA.T HAS AOEOlJATE COlUMN SPACING. S USE THE FOOTER SlZE SHOWN. 7 FOR SNGLE SPAN ATTACHED PATIO. USE THE POST SHOWN. LOOKAT THE TABlES PRO'I/lOED FOR AI..1. OTHERS. I FIND THE o.eSPAClNGOFWAlLCON. .~....._. ....ON TASLE 1.12 9 FINO THE APPROPRIATE DETAILS ON SHEETS7TO 14 FOR ..............-..:..0::; PATlOstABS FOLLOW"'.... ABOVE S CHOOSE A COLUMN lENGTH IF USING COLUMN "A" ( I'..Q" OR 10'-6") 6 FIND THE MAXlLlUM COLUMN SPACING ON SLABS FRON TABLE 2.1 7 CHOOSEAH~ (TABlE 2.1 OR2.2) THAT HAS THE SAMt;OR GREATER COLUMN SPACING FOR THAT TlUBWlDTHAHD UVEANDWlND lOAD 8 USE COLUMN TYPE 'B' OR STRONGER (UNLESS USlHG COLUMN .Ai 9 FOLLOW STEP II AND 9 ABOVE. . iABLE 1.12: WALL ADACHME:NT.:s FOR PAl IQ AND COM. STRUCTURE.:s - ~1 ~;J. Ni.;3 Al"<<..,;A Otc 00' &::;u:AR-:bF lW UVE SPAaNG SPACtNG SPAQNG SPAN LAG SCREWS LOAIJ CONCRETE MASONRY FOR #10 X 'Z' {FT}. PER STUD (?SF) ANCHORS ~CHORS SMS 16""0IC SCRENS SPACING Hi'" ZZ 1 8'" 11' 1 IT 2 11' 1 1~ 2 10' . ,~ 2 '3' 2 11'. 2 25 .0 20 2.. ,.- ,.- '6" Clearspan on this chart IS the dis1anC8 from the wan to the first raw ,Of columns. HiJtI Kwik 80ft D 1/4"" dlam8ter and"'Z' embodmant: ICBO ER-4627 or oUler anchor wi 550# shear vs wind and seismic loads. Masonry ltr1ChoB must haw a shear v.W8 a12S(l# ~ wind or seismic loads. 1/4" Lag scfews must have:2 1/4'" of pene1nttlon ln10 studs. Th8$lllag SCf1PNS must have an lIB'" lead hale. 10 pst evaluated at 90 mph wind toad (15 pst). An other Io.ds evafuated at 90 mnh IIXOClSUftI C. 2'- ... .. 30 ,,- .. 2'- '" 60 2'- 'b- IT lIr .. .. ~Am.erinun:- ~ lowING PRODlJCl'8.JNC. 1 1 40 AlL PRO DRrvt . nx......AT. IN 415!it.. .....'11" ..... co....Dtl:l.t.L eovt'" ,"'ocr .......n ~-s ra_ ""'TIC) AND I ~PtCw. "STJlUCtUIillS . ,-':HEI'1 ... QO' ,"- o"-U, ....'..'1P.... . .. ..."- ...~'.:. ,:>;~".~. .~, - . . ~,<~"-~....,c;".i":..~."'-....:....f...... 0'" . ,--~ .,r.':J ..~.,.' . ,A .' .~/ ". --- -r:~ " JllIIE:.a: DE"'All ',:, I - .062 _ . PJR OCI!l:tI5,i R=.3,5 K~ICER WI ~-R'll 1.187 ..' I @ A-R,JJL ....1....- _ (6063-T6 ALUU. AU.C't) II' _ . 437- 2.10"-1 -1.710"--==:1 P ~1.37SI I . i -., _:.J~ J. .' , .t"'T' . I .' .,.osr "~U8':J" .,." 'I' r.;.. STABIUZER CUP fOR ElCTRlJOOl 'c::JI fASCIA 'N;' (80Il3-TB IUJlI. AWl'I) SK'I'UCHTP~a " I SCHEDULE OF ALLOWABLE SPANS FOR ADJACENT TO SKYUGHT PANELS. I UVElOAD "6" PANEL SPANS (PSF) a.Oi'8 Am4 1u,j2 I a.oJe I 10 11'-9" 14'-5" 11-2" 11-9"' I 20 8'-8" 10'-6" 12'-6" 113'-5" 1,,''25 7'-2" g'-S" 11'-3~ 12'-1" I 30 .6'-1" 8'-8" 10'-~" 11'-1" ". SIIS a RlUJJI- fC 5PllK: rr'l&. 'g rr 7.tBi r D.C. FOR 1~ PMEUI @ TrI'ICOL SIC'tUGHT PNIEI. COHNECt1ON wrrn 12- v-~ JllIIE: ~ SPLICE llUST BE lOCATED WITHIN 12 OF A COWUN. f 0.15" EXlRUDED fASCIA SPUCE WllH llCHT AT ~ UGOET 5.406. \ / = I. ~8 - "4,SNS ~____.2.50' R. r- 4.00. 8 - 114 511, , 1? ++ +T 4. + ++ ++ ~.5"1- II" -1.5" '~1--11. -4s' _, I 24"- I ' , @ ~ EXTRUOEO FASCIA sPLICE (6061- T6 AlUM. AllOY) : r- 1.686"--j I @ EXTRUOED CHANNEL CONNECTOR 1.500. '(6063-T6 AlUM. ALLOY) 1 . .062" I . TYP. --j -1.562 - t = ll.ll24 t = 0.032 14'-1 11'-8" 10'-7' I I t = 1 0.038 15'-\" I 12'-1" ] 11'-2" 1 10'-3" I 6 . & 12" PANELS t = 0.018 11'-0" 1-11" 7'-2", 6"-7- JllIIE: PlASI1C USED IN SlCYUCHT fN!RICA1l0N -.s G.E. lEXAN POL\'CARBINATE PER RES. REPORT '3288 FOR fI" PANEL 1.10' ft1R 12" PIlIEl O.es" ~ o.LLt f-=r" --1 ~ .30' . ,.1- R - 4.50" 5.50" .12" PANEL SPANS 13'-3" 10'-~"' 9"-3--' 8'-S.. 9'-9-- A-RM-SEE t~.~.;~ ~, . DErIJL.... -I '7~ .: 1 '-=,.~' ~.30~-l-' .' · USE A MINIMUM or m SKY. LIGHT PANEL PER (4) - 6' ROOF PANELS , AND (D SKYLIGHT PANEL PER (2) - 12" ROOF PANELS ' . 1.50- @ EXTRUOOl HANGER ~ EOR SKYlIGHT TO PANEL CONNECTIONS, USE THE SAME NUMBER . (60llJ-TB AlUII. AlLO'I) 'A-~"_.o.JQF -SCRE'JS AS PANEL TO HEADER. SEE TABLE "N DETAIL @ t - .062.- I- LoT I DllO" I FllR r PNiEl ftIl t PIIEl .42' I~-h. ~ .s1s. T. t - ~.30" - .IlllIE: SEE SCHEDULE NJCNE fOR IJ..LOWASLE SPNlS fOR PANELS.IDJACENT TO SK"I1.JGHT PANELS &: HUYSER OF ROOF PAN€LS NEEllEIl fOR 1 Sl<\'lJGHT PoINEL. ' @ SKYUGHT PANEl. DATE REVISION . ~Arn..;..:ooJ)x ~~tau.AA.''''H. DATE REVIS10N Engineering Services 11.c.O All Pro Orfv. fJkIIart, , tH 48514 """" Ilt: 1Nll PAnO&: COt.llolERCIAl COVER CONSTRUCTION OETIJts ~ I.lrCAm...u IlTS ~~wE~ COIl~NENT PARTS & CONNECTION OmIts '7t/30/2999_ a~ POD-017' I st1~ o. 101. ...,..,-.-.;...~,~._...,., -