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Permit Building 2005-4-26
"' ~j. ~~ o 'J~l ~ IJ 0) 'j~l lr-Ij '0\ ~j ~j 1 ~j ~ 'l~j ~j ~1 ~l ~! ~) ~ ~1 ... 225 FIfTH STREET. SPRINGFIELD; OR 97477 . PH:(541)726-3753 . FAX: (541)726-3689 City Job Numbe;CoMLoOS--- OOL( "to Placement Location '-- S l '-M ""11>1 L-P ~ Assessors Map Number I 70 3 2 <; I '-{ 2.3 Lot Tax Lot Number /70 Subdivision \"f\ 1'\1 Po. 1> p\R,.\( Bloc1- Partition Number Parcel Number Has Partition Been Approved? Property OWller Nam' ~'LL ~ f'/\AN.OY .sf+oItT' Mailing Address 30 s ~. ., 0 IH PL. Ol..(boo .' Phone Number Ilf h - Lf '111 rity. 5('{tINf;,t=f~A...D St.ate.J) ({.. Zip ~l 'i, 8 . .' . ,Colltr~ctl?r ~Ilfo"',,!aiioll' : ... ". :',"- Contractor's Name CCB# Expiration Date Install'- Plumbing ~DOll~.~~_U'" 2.n.7...?,l.ffl IL"1Il.o<: Electrical HI2It ,1A-t.,; CA . . General Contractor ~l'JJ) (;JJ . ~50'" "G 41.{ 1 5 .., . 0 8 (If Applicable) Mechanical (If Applicable) Lelldillg IlIstitllte Business Namp. Phone Number. Mailing Addre<< Attention City '>tate Zip Permit Illformatioll Sq Footage of Home J (,z..O Sq Footage of Garage / Carport Value of Footing / Foundation = Plan Check Fee 7 I.{ ~ Receipt # Total Value = ") 0 b Received By 'I.. <.... Phone # ~q-17b? C,8P.-I.6oo ~Rq.77{'?.. Date yi~ r- J\{allmmrf~CmE~i, l 'orne ~8J,cernemt Shared Drive(T:)JBuilding Fonns/Mallufactu~d I{ollle Placememl-02.doc """)5 : ~"I " ., " .. "- "- >-w t:~ ~w "'w ;i'i R:~ "04 I . ~ ~~r f~q;o'm;'~"5';tQU~,z,::cm"",_~ '-'''6&':;:'' ~,oo,m~'~:~-~5lJ!;D'~' :, ~ " 20 ';;. 21 ~ 2~' 23";; ~ "," ~ ~ ". 2~' " .: 100.00' r- -l~ .0 2 0 .: 2 25'" '" . . r -" I .96.15' 18 I ' .,; = '" f r- .-- _,_: 0 !!! - - ~- '" -90.00'---' ~ .1: g ~ -30' PLE m) ........., "'--l '" g' 1'.5_U@)'0,,;'I"'IJONT^ccess .-- --52.0~'--' -S200,_.L_'52 ;. ;.. I"': 0 '" E^SE~ . "..,1 ,,' . ~. .20 . - - '" f;A :;;, 10000', 10'~~~ .'_ . _.~~ ~I~ ~I ..' S6'0S'~,: 26 I ~ '~J' 98.15'.l 1 '~l/b'" .....:~92.09'--_..:._i__90.0~'-l\..:~..:...j':,;.:~>:::... 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'<9, '. -:'.:'::<:>1 , . ~ ~ iGl~ - . / / ~ '~I ~~~?,SS O~~iESS I _ '" 255;: 0. - 6~;~.~_ 1f:t.::fJT;-'-'5501'~i...f-_5~.62":--;~<;,7.0',.-~ ~63 I ~ 60 ~ '~ZPUE,.: I 54 ~ S"~"<'_:5 ..::..,-_.:J W' 90.00' I 90.00' -ro.eR>' -JS, ~ 97.53' fti''' ..:;; 64:' 62 61 0" f ~~5' S' · "'... ~ '" <l '~6 .1 ,- f")_ V 01.0 r - :5 g ~ 01 ,0 ~ 5J 0 END JOINT "".r-: 0 __ n______O_ __.______. u_.____.______.n_ N.___.________.._..______ Nu_______u__h_. ____A ~.... -ESe; O'l' IG) ,.... : l! tz '" '" I: !Z E';'S'EHEIlT -=-j f-IO' PR1V. E€RH '" . _ .' _ _ . ~ ~_ _ j _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ ~_ _ :_~:_::.~.:-:-.::_.:-:.J_ ~ _ ^-C~E~S _E~~. _ _ _ _ _ _ _ _ _ _ _ _ _ _. _ V) (/) I 0< 0< . ... .., 55.01' 5~.61' ~4.~fi' 90.00' 90.00.... w 90.00' : 97.53' 53.00" I J --. ... iooJ '" e t ~ b ~ WW N < '<C;'Z I'ffiw i!;<~ !;('<~ ltI:flI w~~ -~< ~~w IIRII STREET CD .... ~ <0 <0 '" N N 53g .. '" t '- !'3 66~ N 65<;, '" " EUGENE SPI .~. . I ! i Ii II 4 /"" / .l::!QIE; 48" MIN.~~ 48" MIN."'i "'i 48" MIN.l. 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 ... _ TYI"ICAL INDIVIDUAL. CONCREIE..FOOTINGS (THREE...,PAD-POUR)_ MANUFACTURED STRUCTURE I CHAPTER 3 REV. 12/01/01 RHW AND PARK SPECIALTY CODES I FIG. 3-5.12.1 K ~ c I '0 @ -..---- I (.iJ ..'/r;"V1n .f" -- .-.-- : / '. ,-, I tT-i \/1 ' \ ..1....-1 @ '1 ~ ! L-'l ~.- ~e'l~ ~f.7' i"f,. . _6i~~ f(J '?~~/ \10 PI .atJcJ!. ~ O\~VO!-1"PPO 9~O-\~".'. I 51.~jI~i j~J;.og-~~J .. Ot'l~. " '., [i~ '- ~ ~[:-~-~~:-_-::::: ~;; @~ Xt' Cili ._ :i / ~ t:?Q~ " -'...:-:.--l w ro a\-- . i J /.1"f4V~ 1-' ~-"--.-r J 'l(,:lx 6\? - - - "''''''-. ~..._-- L" , --l8'.,.II- .!U~ L,..-1-__11_" I . , 11 \:l" eAl@"__.._ Oi\.'13JO 3 III ";]...:\ r ""fOf-fltPI-fUJ.;,-" -- --- .112.u ~[I1j-~I~-':"fDllJ',,"_ldbl(t... . II 3... $",.Ig .!!.."~lI.Qli::~U1l~"~--=--:=' - I _ - II ~"I ii.' -"!:,1I nl'"Jar alDI)l..!:!J(a___ 131 -0:1' _ m iJ~llll-\Dftnlr .011 "3 .~---!J~T''''II'''-~~---' JG ~ _ _ ~:t ~~1Pno" - 111 P!l:J, - __ HI-p' 1ll1fi-:X'-u-~It1 ____~_ 1"'1 ~__ _ . ----------.- ., ". 'ii.' ~ ~ ~ ;~..; --- . 1f:f:..~.lJIt..,;...~... "!." IP . ,_ - Ol ,D.yt: ;tlJlhm It. ~ 1M :!:E'T --1__"nr-1-_ -- ~.Iiiiiil tIU~=~':'I' 61tE.-Cl -- ,-. ....:./:... :.~;:::~?~~.. '.. . ! I her9by certify Itlat fhfs plan . caIlon. orreportwas .--.........;..~ or under mv direct ~-'''''h_';byme that , . SUpervision and am 0 dufo{ R&gio1erec:t Prate ~.'2.<:IStEl'lgineer under the '0;; " ... ate of Minnesota. R. F. TUCKER ".......... .... Of NEtt .... .": "t-~\.......... J/,.n e" o ~ . TUc....'iP.., {-~..~\ N j): ~ o. "Q . . DRAWING TABLE OF CONTENTS GENERAL NOTES 97GN01 97GN02 97SC01 97SC02 STRUCTURAl CONFIGURATIONS 1 PAGE ~... I( .... ~\\C ",f/f'",~' . ./...... .f~v cSS~"o "'... .... tl ,,\< 10",... .. ~ Q:."" 'r..,e. ~ ! <( SEAl POl ~ : 1<716: = _ J. 1- \, - .00G'/Nt.'-V J , ,p ---.......-: Q -i' ~"....... ..; :'"UC"\"'l...'l.'" ....c.h.u....,......'.. . .~ ~Tr'~ 2 PAGES ,,>~-"~,. - . " /" <\R "I? PAGES $ 1!1 * . ., : REGISTERED ~ . i PROFESSIONAL 11'AGE ~ ENGINEER. ; '?( 11' *' * - ", ~ No.4523 .if PAGE "".J;- 'i;.<?-_: , -- '/ 1 PAGE ~'\) ff ~) "" c;z .... '" "" en ~ ~'~I~OZ "" ~? CIVI'- ~,<;/ 't" OF CAlIt\J~ 2.0 FREESTANDING AND ATTACHED PATIO STRUCTURES , :.1. ~ ,. 3.0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES 4.0 FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES 97CD01 97CD02 97CD03 97CD04 97CD05 97CD06 97CD07 97CD08 97CD09 97lT01 . D...T~ 2 (8/~OOO ~ _1Ifol~ ", .. SlIiGlf _ mAC:HRI """""!BE ~ \.E.N(;rtj VARIES. , lEIlGTl-l V:75" Of ~ PRO.lECTiiiN )j1M. lDI . -'"'" ". JIJN. '" M. . ~uu: FoR~;.Na Joll<< -....r< o.~'/FT. ~ Of f'o SII.F ..',~ , . :- ~CO\'ER PANa o FASCIA ~ ~ ~ !r ~ ~ , ",. ~. ~ . ~ , . U-OPI1ONAt.. 3 1/2" ~ - . CONCRETE SLJoB -d" ~ SEE NOTE , 5, . -L":I-' .' SHEEr 9701102; . . ." l...-SEE SCHEOULE f'OR ' f'OClTINC SIZE. . '. FASCIA HEADER ','" ~ r- 1/2" DIlAI>l SEE SCHEDULES FOR COlUl!ll SP.iaNG SEE Tf&ES 2.1, ~ 4.1 OR 4.2 ,. ,~ OVER PNl t. f- 1/2-. STEEL ~ 6 BAA 0 1B- . l. W LONG ~ :r: ,~ ", ! "" EE NOTE (17, SHEET 97GN02. SEE' SCHEDULE FOR ' FOOllNG SIZE "d" = lYP. CUBE SIZE PROVIDE 1 1/2' DRAIN ' d OPT. 3 1 /2" CONC SlAB . SEE NOTt. , 5 'ON SHEEr 97GIii02: : ~. ,.~~ -:":":.;j - J .~-_-- -, '~ . . . .:' !r . PANEL. : f~.. ~ /.VERTI~y c.. ~DE 1 1/2 - y: "'--;-. OFT. 3 '/2" CONC/ ~=: OL-' SlAB. 0 .L.U .f.J-'z-SEE SCHEDUlE SINGIF SPAN ~ ""'""'~. ~AS'~.~ FOR FOOTING SIZE. IlUITISFIIN ATTAOifIl'CAII11lE\'EREIJ SJllOCIUR[ u:!!!ID! VARIES FOR cct..UUN SlZE SEE _ "CliLUlIN SCHEDULE"" NOTE: PATIO WlO1H VARIES W/ SELECTION OF HEADER, NUMBER OF COlUMNS AND LOADING CONomONS. SEE SCHEDULES FOR MAX. COLUMN SPACING. . " . '-0'" ....... .~~ '" "- ~""~~~,,,>:,,:~ --'"'..."'.._~~.........~ -.,._~_. I~"V~. .~-- sn:~ ~- p -" " p <IN SPAN .~SPAN ~..... . END . FASCIA - lL~. 8~ .... " " .'" " DRAIN . OPT. 3 , IJ" CONe. SLAB . SEE N07E 5 ON SHEEr 97 02.. sEE scHEQU\..El;. LEf'lcm-I "".,.t'CS. PROJECTION LENcm-I 75" Of FASCIA MIN. ~ END . FA:CIA .-r-:-:-:::.r;-- ~ ~ ~ ~ 0- ~ '" ~ " " w " J: " " ,fi=::::: PT. 3 1/2" CONC. stAB-SEE NOTE I 5 ON SHEET 97GND2. ----,', -~LEVER ;.A - HEADER PANR r. ~ j ;::~ ;... . ! -~ --' PROVIDE 1 1/ DRAIN "d SEE SCHEDULE FOR FD01iNG SIZE: ~GI.E SPAN mACHFD r-.ANTlI FVl=Rrn C;rRlfrn~ '- I DATE I REVISION .~,,' I " ~ ~b,.. . \~\, ~ "'\\~ 60 ~~~" ~:m\;,,~ :KlO~lfjaY "Englnoer-lng. ServIces' 1140 All Pro Drfoto ~ ~ lIlIUINI:._...Il\I&........... 1M ...... VI\.=,.",-~ _Jfl:KG ICBO ES EVALUATION REPORT NO. ER-2621P 'F C~Lt, 0 ~NONE ~ STRUCTURAL CONFIGURATIONS . i'2/8/200D g- 97SCDl I =r OF 2 ~ ffJ'i\.OF<S~i-;- ~'1 ~"'-- ~ . I..': II" f:::J. ~ <=> "-' ",' DATE REVISION '-'::1'~ 'f,~';~': ('1j):;~.,. ~T~~?:~;'. . . ~ j :.:::.~~~~. '~;P( ,.f;"':' .:~' -<.'~. ~--:: :;_.~".. """"--., I. ;. ~ . GENERAL NOTE~ (CONTINUED FROM SHEET NO.1) NOTE: OArV",URE"8" HAS TERRAIN WHICH HAS BUILDINGS, FOREST.DR SURFACE IRREGULARmES COVERING AT lEAST 20 PERCENT OF THE GROUND lEVa AREA EXTENDING ONE MILE OR MORE FROM THE SI1E .' EXPOSURE' "c" HAS TERRAIN WHICH tS FlAT AND GENERAlLY OPEN; EXTENDING ONE-HALF MILE OR MORE FROM THE SITE, IN l;NY FUll.. QUADRANT. 5. CONCRETE MIX: Fc=2500 psf 28 DAYS. APPENDIX CHAPlER 31 OMSION III. PAllO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT r"",...GS . WHEN .,THE CPWMN LOAD IS 750# OR L.ESS.. CoNCRETE SHAll.. BE A . MINIMUM OF 3.5 INCHES THICK AND. NO CRACKS WITHIN 2'-0" OF COWMNS. COWMNS SHAu:. BE SET BACK' A. MINIMUM OF 4' INCHES FROM EDGE OF SlAB~ ' 17.. PAllO STRUCTURES MAY BE ENcuisED WITH INSECT SCREENING. 18. STRucTuREs MAY BE ATTACHED TO RAFTER OVERHANGS PER SCHEDULE. 19. WHERE AUJMINUM ALLOY PARTS. ARE IN CONTACT WITH DISSIMILAR MET"ALS OTHER THAN STAINlESs. AlUMINJZED OR GAlVANIZED' STEEL; OR. ABSORBENT BUILDING' MAlERIALS,' UK8...Y, TO BE CONTINUOUSLY OR INTERMITTENTLY .wET", . THE FACING SURFACES' SHAll.. BE PAINTED' OR OTHERWISE SEPARATED IN ACCORDANCE WITH D.B.C. SECTION 2004.3. 20. AlL SCREWS CONfoRM TO ANSI 81 B'-6~4' AND SAE J933. 7. B. FOOllNGS HAVE BEEN DESIGNED FOR. CLASS 5 SOIL All..OWABLE SOIL '. . BEARING PRESSURE OF 1000 POUNDS PER SQUARE FOOT. STRUCTURES SUPPORTED BY' FLAGPOLE TYPE COWMNS ARE . NOT ADVERSELy Atrt.lAW BY A 1/2 INCH LATERAl GROUND MOVEMENT. AND FOOllNGS FOR THOSE STRUCTURES HAVE BEEN DESIGNED FOR AN AllDWABLE LATERAl SOIL BEARING PRESSURE OF 200 POUNDS PER SQUARE foOT PER FOOT OF DEPTH. SOILS OF ORGANIC ClAYS OR SILTS REQUIRE A SOIL INVESilGAllON AND SPECIAl.LY DESIGNED FOOTINGs. FILlS MUST BE PLACED UNDER A lABORATORY CQNlROUED COMPAcnON SUBJECT TO APPROvAL OF, THE BUILDING OFFICIAL AlUMINUM BOLTS TO BE 2024-T4. COMMERCIAL STRUCTURES MAY BE USED FOR PARKING OF MOTOR VEHICLES PER LOCAL BUILDING CODES. APPENDIX CHAf'1l:R 31 DMSlON "' PAllO STRUCTURES MAY NOT BE. USED FOR PARKING OF /.lOTOR. VEHICLES. FREESTANDING STRUCTURES SHAll.. NOT BE ENCLDSED IN I>Nf /.tANNER. GENERAL NOTFS FOR lATTICE STRUCTIJRES, (PERTAINS TO. LATTICE STRUCTURES ON DRAWINGS 97SC02 AND 97LT01 THRU 97LT06;) .I' 6. 1. SEE GENERAL NOTES. SHEET 1. SECTION 4' FOR uva.oAD AND WINO LOADS. 2. OPEN LATTICE STRUCTURES SHAll.. NOT BE ENCLOSED. 9. 11' 10. SfEElBOLTI> SHAll.. BE AST\I A-307. 1.1. AlTERNATE ALUIoIINUM AlLOYS OF EQUAL OR HIGHER STRt;:NGTHS loIAy. BE u5EIi. 12. SfEEl FASTENERS SHAll.. BE EITHER STAINLESS: GALVANIZED OR DOUBLE CADMIUM PLATED "AN" BOlTS. . 13. HIGH sTRENGTH BOLTS SHAll.. BE ASTIol A-325. .J4~ EMBEDDED 'COWIolN SURFACES SHAll.. 8E CLEAN AND FREE FROM OILY SURFACES. 15. PAllO STRUCTURES ARE DESIGNED IN ACCORDANCE WITH 'APPENDIX CHAJ:'TER 31 . DIVISION III OF THE UNIFORM BUILDING' CODE. ' 16. HEADER SPUCES SHAll.. NOT BE LDCATED NEARER TO THE END OF THE STRUCTURE . THAN THE FIRST INTERIOR COLUMN. ' 17 --::::=--=-.~ . ~~JFESsiOA' . #,".' . TUC ~ .-'- _ _ .<>, '. .p ,,~~ ~ c; ~). :'. ,i... . ~ ~.,! .r&!i1~~"":M 1Ii1I1D....... ....;.J ..1. "l~..i~;,iJ i.':.I,.,._jjl...lJ!;1RC. .}?t3/-<>Z .' . '/ -,IWIIIDr.' .~ r ' . KG JCBO ES E.VALllA11OH REPORT NO. ER-2621P ~~ :IiiOlU: I.NCN1llNIi \~(j NoNE ~~'GENERAL NOTES U812000'.D 97GN02 c --s-M . REVISION DATE REVISION Engln~ertng Servlces. , 1-40 All Pro Drtwl Elkbart. 1M 4e514 1"2 on ~. . '~':,-~-;:\::_:~:5~g--:~-~fi~':~i~L~',:_;~_ 2.0 FREESTANDING AND ATTA ;HED PAno STRUCTUREe LMi TAIl 1~~SPA.CN3FOIl ..'8EAM II lfr IiOLL"O~MED HEADER C\.ASSI(,; Al..A::iMN tBRl Al.ASMN EXTRUOED (AD1 :\1fT EATRUOEO FASCIA TRII UVi TRII' 0.042" X 3" X II' HEADER DOUBLE 0.0J2" X 2" X r HEADER LOAO W1Dn. ~iIl"TIOClMS""". """ COf'Q.fOUT~R:ilL1:. MAA.. r.-.:id.Jo<>'rI:.N:sU.E' t.iM. r~~lfMsiit JrII\A,. <,;(IN:i.~OO'I:.AWE """f <;OtQ:.~OOII:.I<"UIr. ",On- LDAD MOn- ~ coro._FOOI"""LlI:. 1IIAll,' COM.::I ~OIJTI:.M:iilLll- ~~ =.... F .f\ . COL\AIN"F"iiiT""" I COLI..Ul'FRU1Alr COLI..Ul -~...;-~ l~'l".dll:.ci 001_ ~~NU IA'f~.D- COUM< ili-O- oo'-r'" m;;a;;o COL\,MIl'''' OTHER: ..'""'" 'T" MiJt" SiIlAClNC -"fi'rii' ;11'1 'Miit'l SPAONOJ.Z ;1" I 'MiioI'1 SPACING 8M hi$. I ;'". $9= F""i( "1'1 I MIN.- SPAClNO ;rr ~{K w,r SPAClNQ fi FTR Mw.. L.LHa ON '., COL. ..,'rr COL 'rr'rr CelL. 'rr'rr COL 'rr 'rr' COL 'rr .., COL 'rr'tt' COL .iem ~ 10'.r SLfJI TYPE-;.....a.-~TV1IIF ~ fIHI typE~ fIN\ ,IM TYl"E (lNl (1N'o ~ '"' - ~..& ....B.- . TYPE In\ tJNI TYPe , f' : WIlli - I::I::U APH WIN ISPE . , - 'l~' R .L~ ":j' 701... ..PHWlNI SJIUD LES:II ~ 17 ,,--r --w.r 1J..II" 'T 20'.,. 21 2l" -C "Tl"l'" ." .,. "A"" 111'-11' 26 22 ~ --;y--" 22 ~ 15'-6' ." " . 0 " O'~ 1".1. " " . hl'-.'- " ., . . 13".:'- 10'11' 13".r 111'.1. " " C 9".1. 22 " A 18'-11. " " C '8'." " " C 14'.Q" ." 22 . . .-<r 12'.r " " . ,,'.10" " " . . 11'.1' 9'.,. 11'.... ,.... " " C II'.,. 22 20 A 15".::;. " " C 14'.11. " " C 12'.'0" ," 22 C . .-<r 11'-8" " " C 10'." " " . T .... T.r .~. 1::;'.3" " " C N" " 2D A 14..... " " C 13'.7" " " C 11'.10" '" " C T T-<r 10'.7" " " C ,a-<r " " C . 11'.4. 8'.10" "... 14'.3. " " C 8'.". " 2D . 13''''. " " C 12'.r " " C 11'.Q" '" 23 C . "-<r -9'.". " " C .~" " " C . 7"-4. 8'.1' T'" 13'.5' " " C ..,. 22 " . 12'.r " " C " " " C 10'.... ," " C . .-<r .~. " " C 11'.10- " " c ,a .... 5'~. ..r '7'" 71 71 C .-<r 22 " . 11'.1,. " " C 11'... " " C 9".g' " " C 1. "a-<1' r"" " ." e .~. '7 II c ". .-<r .'.11. N. 12'.2" " " C 11'.5' 71 71 C 10'.1(7" 71 " C ". '" M .." ,. ,~ c ':f.r b e '7 "... .'... N. 11'-11" " " C 10'-11' 27 71 C 10'.5' " 27 C '7 .-<r ,..1. " 72 C .... " 22 C 13' 5'.1. .'.2" 5'.2" 11'.2" " " D 13' .-<r 8".3. " 2J C N " 22 C '" .'.9" )'.11. .'.10- 10'.9" " " D '" T-<r T'" " " C T.3. " 23 C .. .'-5. .... ..... ,a'" " " D 10' ,'-<r H " " c .... " 23 C ,. .'.2" 3'.5. 4'.,. 10'.1. 3D 3D D .. .-<r .-<r " 2J C .~. " " C 1T 3'.11' N. .' ..r 3D " 0 'T 'M ~.,. " '0 c ~'.r " " c ,. 3'.e. . ..r .... 3D 3D D ,. " .~ .. J! J, e ,,".,- b '" e ,. .... 2'.11" 3'.7" 8'.,. " 30 0 ,. .'-<r H " 22 C r-a. " 21 C '" N" 7.r .... .-<r " 29 D '" .-<r 7".,. 23 22 C '-<r 23 21 C 21' 3'.2" N. 3'.'. II'.", " " D 21' T-<r 11'.3' " 22 C .... " 22 C 27 . 7'" 3'-1' 1I'.r " 30 D ". .-<r 5'.5" 23 72 C 5'.8" 23 72 c }\~.. _i 1ir.~:'':~i~.-o- ,.. ~"'''W''''' "'1''''''' l~ UI"l'I.,;;.J:> .-<r 4'.10" " 72 C 5'.2" " " C ,. ,r ''''..0- ~ " e u.," If' "J ^ 1".{ " " e . ---w.w- 21"" " . 1:0-1 ~~2f . 4' 'M I.'.'" '" " c " 13".:r 10'11' 13'.7" 18'-11' 29 71 C 9".1' " ". . 15'-11' " " C 10' " " C 13'-8" 27 22 . . 3D ..~ 0..... " '" C r.10'" " " e . 11'.Q" 9'.1. 11..... 15'-3' " " C 11'.1' " " . 1....... " 71 C 13'-r 27 71 C 12'.... 71 22 C . ,'-<r N' 23 21 C T-<r " 2D C T 9'.5' T.r N' '4'.1' " 29 C T~' " " A 13'.... " " C 12'-11" " " , 11'.5. 29 23 C T .-<r 8'-1' 23 21 C 6'.5. " " C " 11'.3' 1r.10- .... 13"-2" 3D 30 C 8'.11' " " . 12'-5" " " C 11'-10" " " , 10'.11. " 23 C . T-<r 5'.J" 23 21 C 5'.r " 21 C . N' 8'.1' T'" 12'.5' 30 3D C ..,. 25 " . 11'-r " " C 11'.1' 29 " , 10'.1. " " C . "... "-r jj 1: c 4'.10" " 1: c- ,a ..,. 5'.5' .... 11'.1(1' 30 30 C 11'-1' 30 30 C 10'-a" 3D " C ..r " " c ,. " .'4- '..11. e O".lV" ., C ". .-<r .'.". ..,. ,,'.3. " " c 10'.r 30 30 C 10'-1' 30 30 C '" "-<r "... 22 " C 5".10" 22 " C '7 .... ..... 5'''. 10'-9" " " C 10'-2" " " c .~. " 30 C 17 .... "'.7" 1j" " C .'.11. " " C 13' 5".1" .'.2" 5'.2" 10'.... " 32 C " M O'~ ".8. C ,:irrr.2 e ". .'.r 3".11. 4'.10" ,,,... " 32 C ". 10' 4'.:\. ..." ..... .~. " " D .. (;lJu.-<~1,J:. ... ,. 4'.2" 3'.5. 4'-3" .~" " " D ,. CD4. FOR"TTACHEIlill"TIO 00' 'T 3'.1'. 3'.3" O' .-<r " " D 'T """"""'~ ...... I. .... . ..r ..r " " D 1. I,IJ,114..~iiAL.UM...-.n.~ 11'''''' ,. .... 2'.1,. ]'.r s'.r " " D .. , O.QS2'xI1IZ"SCUAA.I"U'" r-<r '" 3"... 7.r ]'.:\. N. " " D '" SCRO\.LCClUAlN 21' 3'.2" 7.r N' .-,. " " D 21' , 0.027". so SQUARE ALu.t COIJ.Uol 11.-4" ". . f:-:: 1'.1' 1'.11' " " n ". c :t'C1.OYERILV'AUALO.04Q" "-<r '" ,. ,.~ 0'.11- ~4'.r " ,. C tf-b- J.J " ^ lJ--o~ " ., e lJ".11- " " c n'-r " .. c 0 0 COLOfMI..Al.l.N.ll.CG" ''''. .' 6'.11' ..... 7"-1' 13'." 71 " C 5.... " " . 12'.1. 71 " C 11'-8" " " c ,...,. " " C .. , r a.OYERLEAI' STEn 0.048" ".v . 5'.10- .'.lJ" 5'-1'. 11',,,. " " C 5'.5. 22 " . 11'.1. " " C ,.... " " C 9'.1. " 21 C . , l' SOI..lAM STEELCOL.LMo/ ".v T .' 4'.1' 5"-1. "'..()" 71 " C 5".1' 23 " . 10'." " " c ..r " " C IS..... 25 21 C T a .. SQUAAE STEEL COLUMN ".v . ...... ..r .'... 10'.... " 71 D 4'.5. 23 " . .... " " C 17.1' " " C 7".10" " 21 C . H S' SQlJM6.STEEL CQlI..... ".v . 3'.10" ,." .' ..r " 71 D . 29 " C ..r 29 " C . , .rSOlJAlllEsTEnC:Cll~ 1M ,. J.... 2'.10" 3'.r 9'-3' 3D " D ..r 3D 71 D ..,. 30 71 C ,. 'AG",U ,o.u. t;O~ """', Sir. I'llol'lACEOWlTH" STROfGElI: COLLUIII ". ,.,. 7.r 3".,. 1'.It" 30 " C 8'.2" 30 " D H " 71 D '" ''''MAY iii REPUCEDWla-J 17 2'.11. 7." . 11'.5. " " E 7",10" " " D 7'.5. " " D '7 I:;UUIVAl,.~l ... MAY liE IlEPl.ACEOWlc..l. ETC. 13' 7'" 7.,. 7.r 8'.1. 32 30 E .. .~, R.!'d"~ L1NEAA lNTERPOLAnON FOR All CAl.CIJLAnONS IS A1.lOWED ". 7'" 2'.1. 7.r T.r " 30 E ". """- - 10' N" ".1'. 7." T'" " 30 E .. ~~o STRAINED ,. 7." 1'_" M" r.,. " " E 'E_ '" '" " O' ,~ :>>'.l(" ,-.J- u'.r " ., e :1'-0- ~ " . lL"'- " ., C \l--, " ~ '. 0 " 2tl . ..r ,...,. 5'." 11'-9" " " C 5'.2" 22 ,. . 10'.10" " 23 C ,0'.... " 23 C . 2tl 22 . .or 3'.10" .'-10" ,a... " " C 5".1. 22 ,. C 9'.". " " C W-S' " " C . 21 23 T .. ],,,. ".1' 1'_11' 71 " c ..,. 71 " C ... " " C T 22 24 . .... 2'.11. ..r 9".3' " " D 8'.7" " " D ..,. " " C . 23 ,. . ]'.1. 7.r ]'.2'" 1I'.r '" " D 8'.1. " " D T'" 29 " 0 . 24 " ,. 2'.10" N. 2'.11. 8'.3. 3D 71 D N" 30 " D N" 3D " 0 ,a 25 29 '" 7.r 2'.1. 7.r 7"-11. 30 " E T~. 30 71 D T " " D 11' ,. 31 '7 2'.4. 1'.11. 2'.5. T.r " " E T " 27 D .... " 71 0 " V 33 .. 7-" .1'.9" 2'.3. 7".3. " 29 E " " 35 ". 7 "... 2'.1. T-<r " " E ". 29 ,. l' ".tQ- "... ".1t. .... " '" E " 30 ,. THiS TABLE MAY BE USED ~ :'..{o- .'-1\r 10'.1" 1X~ " ~ c ;,-.~ ~ " e ,,".,- " ,~ C 'U"-I " " e ~.r " " c o~ 31 30 IMTH COMMERCIAl OR PAllO . .'... ]'.1'. .'-10" 10'.r " 23 D ".10- " 10 C V.11' " 22 C 8'-:\. " 22 C .." " " C . 32 '" STRUCTURES . 3'.11. ]'.3" .' 9'.10" " " D "-a' 22 10 C 9'.1' " " C 8'.7" 29 23 C 7".5. 23 " C . 33 41 T N' 7.0' 3".:\' 9'.1. " " D 8'.5. " " D . 27 23 D 6'.10" 2J 2D C T 34 43 . 2'.1,. 7-5' . "... " " D 7".10" " " 0 T.r " " D . 35 ... . 7.r 7.,. 7~' .-<r 29 " E 7".5. 29 " D T 29 " 0 . ,. .. ~- ,a N" 1'.11' Ni' T.r " " E T 30 " D .... 30 25 0 1. 37 47 C -c.;-~- 11' 7.,. 1'-9" ,.,. T-" 30 71 E N' 30 " D .~. 30 " D 11' '" #f ....... Q \ ;. '\')1 ..... '7 7 1'-r 7 8'.1,. " 71 E 6'.5. " " E 6'.1' " 27 D 17 "'eE~/Y';" '-' '1<'1 ~t~.~~ 13' 1'.10- ,.... 1'.10" .... " " E .. 1i-,<v'V ....i- "...~ ( H' ,.... 1..... 1'.go !N'" " " g ". 00 .' 4'.5. 1'~ ,....,. '-O'=s' ,. " ..... n H c fI-r '" " e H " " e .~ ., " c o~ 0'~' If' .' ~.,. 2'.11' 3'-a' .~. " " 0 ..... 22 10 C 8'-7"' " " D E." " " C T." 23 " C . / !;i Q:- . -,p 1 1 ~o ALL PRO CAIV A . . 2'.5' 3".1' .... " 23 D 7'.10" " 22 D T." " " D .... 23 " C . ~_U_L1 ] ELKHART. IN ~15S'''' T 7.r 2'.1. 7.r r-11' 71 " E T.J" 27 23 D &,.". 71 22 0 T ' '"" "'........., '::.J .' ,.."\. ".10" T')' T~' " " E ..\Z" " " D .... " " D . <.:;, ....AOUOS.._,I,COW....,I..AC...C1, rOOl"_ 11= &NO COI...._ ,......:; '0_ '" O' J' ,..... 3',1. /j'.r " ~ U O'~ ~ " C ('-' ., " U '1-0- ., " U b'-t- ., ;. c o~ L.... '~ur....o'..a....ouu.ctCO . 2'.5. 7 7'" 7".8' " 21 E T " 2D D .~. " 2D 0 ..r 22 " D . "" ....... ~",.. ".n,.' . 7 ,.... 2'-1. T-<r " 21 E 6'.5' " 21 E 6'.1' " 21 D . T 1'.lP ,.... 1'_11'" S".~. " ." E . " 21 E .... " 21 F. , r,( v ~. ..,;" A ,<\ ..i.j)ROOF PANEl. SPANS AND OVERHANGS FOR PAno AND C )MMERClAL STRUCTURES - 31f2"x 1TROOF PANB. DESIGN 21I2"x6"ROOFPANEtDESIGN J lQ"xl7'PANElALLOW. DESIGN SPAN 21/2"X6"'ROOF PNl~Cm. SPAN FOR SPAN FOR PATIO STRUCTURES SPAN FOR PAne STRUCTURES FOR COMMERCIAl STRUCTURES FOR COMMERC1Al:_,STRUCTURES -LIVE PANS. 12'HEJGHT UVE PANEl.. ''''HElGHT LNE PANElIEXPoS EXPOSURECI MAX U\IE IPAN,EXP.bjtJCPOSURECI MAX LOAD T 70 90 OVER LOAD T 70 90 OVER LOAD T 7Q19C1 70 1 go I OVER LOAD T 7OJ9O 70 I 90 I OVER 1~~M~~~~R~~~(~~~~~~~I~IM~~~~ -'0 0.011 15'-T 16'-7' 7-10'" .'0 0.015 13'-(1" 13'~ 6'$ iu.xlUUJROOFHEJGHT1S' -MAXlMl~FHEJGHTl8'.- 0.024 18'-8" 1l!'.r tr-T 0.020 14'.15" l<f-4e 6'-11" - 20 0.018 11'.11' "'.11" 110-6' 5''"'" 20 0.018 9'-9" 9'-9" 9'-7- "'-6" 0.032 20'-6" 2O'-tr 9"-6" 0.024 Ui'-3" 16'-3" 7_10'" 0.024 13'-r t3'-r 13'-7' 6'..5" O.D20 10'S 10'-5" lO'-T 4'.10'" 0.036 21'-4" 21'-4" V.IO" 0.032 18'-r 18'-8" tr-T 0.032 1~-11' 15'-11' 15'-6" T..f;" 0.024 11'.9'" 11'-9" It'..e- 5'-6" 20 0..018 11'.11" 11'-11' 5'-9" 0.0315 tv...... 19'-4" 1'-11" 0.036 16'-11' 16'-11' 16'-T T-!1' 0.032 14'_1. 14'_1" 13'-10" 6'..r 0.024 13'~ 13'-8" 6'-8" 20 0.018 9'-17' 9'-9""-8" . 25 0.018 10'-a' 10'-8" 10'-8" 5'.7'- 0.036 15'-1. 15'_1. 14'-11' 1'-1' 0.032 15'-11" 15'-11' T"() 0.020 IO'-~ 10'-~ 5'.q 0.024 12'-r 12'.3" 12'-3" 6"-11" 25 0.018 8'-17' 8'.9" 8'-17' "-X' 0.036 fT..(l" IT-o- T-lI)" o.em ,,'.17' 11'.9" 5'.r 0.032 14'-3" 1('-3" 14'-3" 6"-". 0.020 9'-5" 9'.,- 9'.5" ....0- 26 0.018 10'-1" 10'_!l" 5'-X' 0.032 14'-r 14'-1" 6'_10" 0.038 15'-3" 15'-3" 15'-3" T-3" 0.024 to'.7" 10'-1" ,10'.7" 5'-,. 0.024 12'.3" 12'-3" 5'-11. 0.038 15'-1. 15'-1. T-1' 30 0.018 V-fO" 9'-10" g'.1(r 4'-8"- 0.032 12'..r 12'~ 12'-8" 6'~1. 0.032 14'-C" 14'..... r"..fr 25 0.018 8'-9'" 8'.9" 4'.2" 0.024 11'-3" 11'-3" 11'-3" ,..,- 0.036 13'-7" 13'.7" 13"-7" 6'-7" 0.036 15'-C" 15'-C" T-3" 0.020 9'-'- 9'~' 4"-6" .0.032 13".1" 13'-1" 13'-1. 6'..... 30 0.018 T-t:' T-a' T-If' ~-7" 30 0.01' 9'-10" 9'.10" 4'-9" 0.024 10'_7" 10'-7" 5'_1. 0.036 14"-0" ,.....(J" 14'..Q'" 6'-!r 0.020 S.-t:' 8'-8" 8'-8" 4'-1. 0.024 11'-3" lr-3" 5'-6" 0.032 12'-8" lZ-a- 6'-,. ~ 0.018 tf-r s::F" -;r::;:- ~ 0.024 9'-9" 9'-9" 9'-9" 4'-8" 0.032 13'-1. 13'-'. 6'..... 0.035 13'-?- 13"-1" (f-r 0.02' go.,a: 9'_10" 9'-10" 4'-8"' 0.032 11'-8" 11"-8"' 11'-8" !l-7" 0.036 14'..(T' 1('..a' 6'_10" 30 0.01' T-a' T-8" 3'-7" 0.032 11'-$' 11'_5" 11'-6"' 5'-6" 0.036 12'..0 12'-6' 12'-6'" 6"-0" 40 0.01' 8'-7" 8'-7" 4'-1" 0.020 8'-8"' 8'-8" 4'-1. 0.036 17-2" 1:2--2" 17-2" .5"-11. .co 0.018 '5'-10" 5'-10" 5'_1~ 2'.g:- 0.024 V-10" 9'-10" 4'-8" 0.024 9'-17 9'_9" 4'-8" EiO 0.018 T-l' 7'-1. T-l. 3'......- 0.020 6".11' 6"-11' 6"-11' ~-3" 0.032 11'-6" 11'-6" 5'-6" 0.032 11'-8" 11'-1'" 5'-7" 0.024 8'-1. 8'-1. 8'-1' 3'-10" 0.024 8'-6" 8'..f;" 8'-'" 4'.q 0.036 17-3" 12'-3"' 5'.11' 0.038 12',.6- 12'-6" r;.q 0.tn2 9'-5" r.q 9'-S ..4- 0.032 10'-7" 10'-2" 10'-2" 1'-10" 60 0.01' T-l' 7'-1. 3'..... 40 0.01' 5"-10" 5'-10" 7-V 0.036 10'.1. 10'-1" 10'-1' ('-10" 0.038 10'-11' 10'-11" 10'-11' 5'-3" 0.024 8'.1' 8'-1" 3'-10" 0.020 6'-11"' 8'-11" 3'-3" - - TASLt::: 1.6 ~ "'O:Q'ii" -..:r- ~ -.=.:;=- r:1iT D.032 9'-5" 9'-e" 4"-6" 0.024 8"-6" 8'-6" 4'.q' 0.020 4'-9" 4'-9" ('-!r 2'-2" 0.036 10'-1' 10'_1" "-10" 0.032 10'-2" 10'-2" 4'-10' 21/Z"X12"STEELPANEl.AlLOW.SPAN 0.024 6'-5" 6'-15" 6'-5" ~-O" TABLE 1.1 0JJ38 10'-11' 10'-11' 5'-3" FOR COMMERCW. STRUCTURES 0.D32 8'.5" 8'-8"' 1{'-5" 4'.q 60 0.01. 4"-1. 4'-1' 1'.10" uve I PANaIEXP. BJ EXPOSURE~ MAX 0.036 9'..0" fI-<r fI-O" 4'-3" 21/2"x18"STRUCTtJRALPANEL 0.020 6"-3" ,6'-3' Z-T LOAD T 70J90 70 I 90 OVER TASLl:l.9 - FORPATlOCOVERS 0.024 T.(1' ,.(1' ~.(1' _IPSFl, ON), MPH MPH MPH HANG lNe PANEl. 17 HEIGHT 0.032 8'.5'" 5"-5' 4'..0" MAXIMUM ROOF HEIGHT 18' LOAD T 70 90 OVER 0.036 fI.(1' rt4' 4'-3" - 20 10.0120 tf-9* -8'-9'" 8'.9" .....(J" iPSA (IN) MPH MPH HANG - -,ABLE 1.4 0.0149 1Z.'. 12'.1. 12'-!. "-4" 10 0.018 12'-4" 11'-11: ~'-9" 25 10.0120 ,-1" .7'-1" T-1. &..r:r 20 0.018 \ 5"_10" 8'-10'" 4'-3" I 21I2'"xl2"ROOFPANE1.0ESIGN 0.0149 10'-11' 10'-11' 10'-11" 4'.(1' ZS 0.018 I 8'4 1....(T' 3'-10" SPoAHFORPAnoSTRUCTURES 30 10.0120 6'-0" 6'4 6'..(T' 3'-4"- 30 0.018 i T-C" i T~- 3'+6" I uv= PAAlELI 12'HElGHT 0.0149 10'4' 10'..0" 10'.(1' 3'-9* 40 0.018 I 6'-5"1 8'-5- 3'.q j LOAO T 10 90 c:JVER 40 10.0120 4'-7" 4'-7" 4"_T" 2'-,':- 60 0.01. I ..-tOO I .'-10" 7-6- I JP,SFl lINt MPH MPH HANG 0.0149 1"-4. 8'-4" 8'-4" 3'-6" TABLE 1.2 10 0.01' 17-4" 12'..0- 5'-10" 60 10.01:20 3'-2" 3'-2" 3'-2'" 1'.5'"- 0.024 14'-5'" '''-4'' (;;.7" 0.0149 6'-2" 6'-2" 6'.2" 7.1': 0.032 1~-V 15'-17' 7"-3" TABLE 1.1 0.038 16'-5". 16'-$'" T.e' 20 0.018 8'-11" 8'-11. _....;s' 0.02~ 1 f..() 11'-6" 5'-3" 0.Q32 12'-7" 12'-7" 5'.9" 0.036 13"-1. 13'~1. 6'.(1" ~ 0.018 8'-0" 8'-f1' 3'-10" 0.024 to'-$'" 10'-6" 4'-10" 0.032 11'-9'" 11'_V 5'-4. OJJ36 17-2" 17-2" !i'.e' 30 ,0.01' T-C" . T-4' 3'.... 0.02. 9'-6" 'I-fi" 4'-7" 0.Q32 10'-11' 10'.11' 5'..0" 0.036 11'-6" 1"-6" 5'-3'" .0 0.018 6'-5" 6'.5" 3'-a' 0.024 8"..... 8'..... 4'4' 0.Q32 9'-6" 9'.ff' 4'-7" 0.036 10'-0" 10'..0" 4'-9" 60 0.018 5'..... .~..... 7+6" 0.024 6'_10" 6'_10" 3'-3" 0.032 T.10" T-10'" 3'_9" 0.03e 8'..J' 8'-3" 3'-11" TABLE 1'; ;;... ,- ./ ~ I 21J2"X12" STEEL PANEl. DESIGN SPANS FOR PATIO STRUCTURES LIVE LOAD (PSA ,. PANB..I 17HBGHT I T 70 90 OVERI flNl MPH UP.H HANG 0.0120 14'-8" 14'-8" S-l.1 0.01<49 16"-2" 16"-T S-5" 0.0120 tt.:r' 15'..... 4"-0" 0.0149 11'-a" 11'-8" 4...... 0.0120 6'..r 6'-9" 3'-C" 0.0149 10'-6" 10'-6" 4'-0" 0.0120 5'_7" I .-r I X.V" 0.0149 9'_7" 9'-7" 3'-1" 0.0120 4"-3" I '-3"'2'-1. 0.0'4915'-4" 15'..... 3'-5" 0.0120 7-'0"1' 2'-10"1'..... 0.0149 5'.10" 5'-10" 2'-11. t.-a.e t.i 20 2S 30 40 50 2 lJ2" x 18" ROOF PNL AlLOW. OSGN SPANS- FORCOMM. STRUCTURES- ROOF HGT 18' LIVE LOAD CPSA - :;0 2S 30 40 50 PANB. EXP. 8 EXPOSURE C lIAJ( OVER IW<G 4".,.: 3'-V_ :r.... :r-<r 7.5"_ T 70/90 CIN) _ 0.01' 8'.1(1' 0.01' 8"..0" 0.01' T..... 0.018 6'-5" 0,018 I 5'-3" TAaLE.1.I 70 MPH 8'-10'" r-<r ,.... ..... ..,.. .. MPH r.... r-<r ,... .... 4'-10" 2 Oearspan on thiS chart is the distanC8 rrcm the wall to lt1e first raN.m columns. t-IDtI Kwlk Bolt 0 1(4"' diameter and T embedment ICBO ER.4627 or other anchor wi 550# shear vs W'ind and s.ismic loads. Masonry anchors must have a shear vatue of 250# f,?," wind or seismic loads. 1/of' Lag sO.ws must have 2 1/4'" of penutra1lon irnD studs. These lag scntWS must have an 1J8"lead hele. 10 pst evaluated at 90 mph wind load (15 pst). AIl other ,loadsllYaluatedat90nmhllllO:XlSUl'8C 3 . 5 2 112" x 12" ROOF ~NL AlL.OWASLE SPAN FOR COMMERCIAl STRUCTURES LIVE IPANElIEXP'8 EXPOSURE C MAX LOAD T I' 1060 70 go OVER IPSF) (IN) MPH UPH MPH ~G IMAXlMUM ROOF HSGHT ,.. 20 0.018 S'.11. 8'-1.1" tr_7" 4'_1" 0.024 11'-6" "'.6" 11'-2" 5'-2" 0.032 17-7" 17.7" 12'-7" ~-9'" 0.036 13'-1. 13'-1" 13'-1- 5'-11. 25 0.018 '"i4"" 8'..0" 8'..(1" 3'-9* 0.02-4 ,0'...... 10'-4' 10'-4" 4'_10' 0.032 11'-8" 11'-a' 11'-r 5'-C" 0.036 12'-2" 12'-2" 12'-2" 5'-6'" 30 0.01" T..... T-4' r..... 3'-6'"- 0.024 fI-t;' fI-8" 9'-6" 4'_7" 0.032 10'-10" 10'-10' 10'-10" 5'-0" 0.031 11'-8" 11'-15" 11'-5" 5'-7' 0.01' 6'-6" 6'~ 6'-5" 3'Q 0.024 1':'- 8'-4' tt-f' 3'.11. 0.Q12 11-6" 9'-6" 9'-6" &~ 0.038 10'..C)" 10'..0" 10'..0" 4'-9" ~ "'O:Oii ~ s::c:- s:::r 2'-5" 0.024 6'_10" 1i'-10" 6'.10" 3'-3" 0.032 T.10'" T-10" 7".10" 3'-8" 0.038 8'-3" 8'-3" 8'oT 3'_11' - - TASLE"TIO -- .. I PANS. TO PANEL FASTENINO .10 SMS FASTENER SPACING I PANEl. WINO LOAD ,T. PATJOaPB EXPOSUREC IIN} 70 90 70 90 0,018 8' 5' I'~.- -7~H~ 0.024 11' 5'-6'" 6'-6'"' 3'-11" 'Q.D32 ,... 6'-8" 8"-9" 5'-7' lO.036 '4' 6'-8" 8'.9" 5'-7' 0.042 --1!......!!....-lr . 8'-9" '!J."Z' T.-.8LE 1.11 2.25"0 l L5.~".,J 2 1/2- .ll 6- ROOF PANEl , o 2'5<J~ ~'200- I @ 2 1/2- )( 12' ROOF" PANEL 2.wl~ I 'BOC)" =.J @ J.500.f\ /~ W-~ @) J '/2' . ,,'. ROar p,",,- .2 1/2- X IS- ROOF PANEL GENERAL METHOD FOR USING 1l1ESE TA8LES 1 CHOOSE FREESTANDING OR ATTACHED, COMMERCIAl OR PATIO STRUCTURE. 2 CHooSE pROJECllON, WIDTH. OVERHANG. WINO LOAD AND U\IE LOAD. 3 F1HO TRI8UTARYWlDTH FROM TABl.E3.7 AND ORAWINGS ON SHEET 3. 4 CHOOSEA PANEL FROM SHEET 4 THAT HAS NJEOUATE ClEARSP~ FOR YOUR NEEDS. 5 CHOOSE A HEAOER FRON SHEETS 5 OR 6 THAT HASA.OEC~TE COLUMN Sf'AaNG. 6 USE THE FOOTER SIZE SHOWN. 1 FOR SINGLE SPANATTAOtED PATIO. USE THE POST SHOWN. LOm(AT THE TABlES PROVIDED FOR ALL OTHERS. . ANOTHEOJeSPAClNGOFWAlLCONNEcnoNsON TABLE 1.12 9 AND THE APPROPRIATE OETAIt.S ON SHEETS 7 TO 14 FOR CONCRETE PATIOSLA8S FOLLOW ,.... N!OIE 5 CHOOSE A co..UMN LENGTH IF USfNG COLUMN 'A.I8'.{1' OR 10'-6j 6 AND THE MAXIMUM COLUMN SPAClNG ON SlABS FRON TABLE 2.1 7 CHOOSE A HEADER (TABlE 2.1 OR 2.2) THAT HAS THE SAM'!; OR GREATER COLUMN SPACfNG FOR THAT TRlB WIDTH AND lNEANDWlNO LOAD a USE COLUMN TYPE "B' OR... .......'.-=r'\ {UNLESS USING COLUMN .A1 9 FOUO'tV STEP . AND 9 ABOVE. . LNE LOAD (PSF) I. 20 2." 2.' 2'" '6" TABLE 1.12 Wl'ti. AllACHMENf::i FOR PAflOAND COM. STRUCTURES . AN(..; 1 ANI,;;J. AM,;;:s ANl,,;4 CHc 'CVc; tic::::u::AH' 11 OF 114. SPACtNG SPACtNG ~AaNO SPAN LAG SCREWS CXlNCRETE MASONRY FOR ",0 x 'Z' (FT1 PER STUO ANCHORS h...........-.: SMS 1(f'0IC SCREWS SPACING 16" ZZ , 8'" 11' I " 2 11' 1 I~ 2 I~ , 1~ 2 ,:r 2 11". 2 25 2'- ... '6" 30 2"- ,,- ... 40 '" 2"- 'b- IT "' .. ... ~Am.eriTTlSllx ~ WINIlPRODucmlNC. 1 1.40 AU. PRO ORNE: - EU<HART" IN 46514 ...1",r>..MIJ~DI1:l.I.L.,fJYI[. IlIoor" .._n sP-S rell .....no _0 J COMYDCUU. S'lIrUCtUIlU I "'Hll:ln ~ (JP ,4.' 0.1"11', .r""J'~OlXl . ;..."< -"';. -\._-~- .... - . , ,,',<.-:."'--;>,...o-'-~;,~.'''''_'l'~.:' jY ~ / .IlllIE: -r:::E" x.: OE"'"M ',:-1" I .062. f'JR 0CRUlEU R=.375 ~;I:IGElI' "/ f-R'\IL 1.187 :, I @ A-RAll ..1...- - L (6063-T6 AlUW. ." '""'" _ ". 437- I"'oU...U'J 2.10"- -1.7~t.375i PI .:J3;'J:(T" , I . . . ;1.D57 ~'.38J", I r.;.. srA8IUZER CUP FOR DmlUD€D v:;:, FASCIA 'AI:: (B083-T6 AlUlL AU.O't') /SklUQrr~ 6 " & 12" PANELS 2.25" t-_082-, OR DErAIL '.r - ,1YP, .. z.so" I :A' '.' lL ~ r:'F .~" . I O.;lO~-l- ~ I · USE A MINIMUM OF m SKY. LIGHT PANEL PER (4) - 6" ROOF PANELS l-- ' AND CD SKYLIGHT PANEL PER (2) - 12" ROOF PANELS ' @ EXlRUOED ~- ~ .EOR SKYLIGHT TO PANEL CONNECTIONS, USE THE SAME NUMBER . (6063-TB ALUY. .ouoI') -A-~~.s..\QF -SCREIJS AS PANEL TO HEADER, SEE TABLE "A" DETAIL @ SCHEDULE OF ALLOWABLE SPANS FOR ADJACENT TO SKYUGHT PANELS. UVELOAD "'6" PANEL SPANS (PSF) 6.0;8 a.o24 a.o32 I a.oi8 , 10 11'-9" 14'-5" 11-2' ,11-9" 20 8'-S" 10'-6" 12'-6" 11J'-5' "'"25 7'-2" g'-S" 11'-J~ 12'-1' 30 ,6'-1" a'-s' 10'-4" 11'-1' 6'-7" t = 0.018 11'-0" 1-11" 7'-2'. .IlllIE: PVSllC USED IN SlCYUCHT FAllRlCAnDN ---.s ~~vr=)-NATE PER FDR .. PANEl 1.1 o' , ' FOR 12" PNIa O.SS" ~ O'f:.._J~* ,-=r' -l ~,30" . I .,1- @ T1PICAl. SIMJOHI" PANEl CONNECTION WITH 12- V-PANS .IlllIE: .~ SPlICE Il\JST BE lOCAlm WllHIN 12 OF -FA lXlLUNN. 0.15" EXlRUllED FASCIA , Sl'I.JCE WllH 11CHT FIT ~ ~TER 5.406" (/ =-=' ~_C~.':SNS J I 4.00"- . ,8 - '14 1 ;f? ,++ +T . "- 4- + ++' +-f.- . .5"~ II" -1.J~i-ll" ---{S" -' 24" @ AlAsKAA EicrRUDED FASCIA 'SPUCE (6061- T6 AlUM. AlLOY) : r-1.686" -j R - 4.S08 5.50" l!llIE: SEE SCHEDULE AIlOVE FOR /IllOWfo8lE SPANS FOR PANaS NJJACENr TO SlCYUGHT PANaS It HUYSER OF ROOF PNiELS NEEDED FOR 1 ~GHT P#lEL @ 5I<'/UGKT PANEl REVISION . DATE nI) Am.\J.L:" JlX ~~<~....JM:. I @ EXTRUDED CHANNEL CONNECTOR 1.500" . (6063-T6 AlUM. ALLOY) , ,1 _ .062' I " lYP. -j -1.562 - "'12" PANEL SPANS t = 0.024 t = 0.= t = I 0.038 15'-1" I 12'-1" 1 I I 13'-3" 10'-4-, 14'-r 11'-8' lc'-r .11"-2- 9'-3-' 8'-S'. 9'-9- 100-J" t - .082* I r~:: ':F=' r~ia' tl~. - !:.:- .30" '- DATE RE.VtS10N Engineering Services 1,...0 AI I Pro OrIn Elldlorl, IN 48514 ,~ 1ft: TN'" p~no. &: COMMERCIAl COVER CONSTRUCTION DETAILS ~ 1,oIl'(Aftlrn. pm ~.6J,U COIl~NENr PARTS I< CONNECI1ON DETAILS 00" ~N!i. 1"""'-' 5/30/299(J_.lillj,,~1 POO4l17' 10 n. U """<.t'-.:.~,~,_,-, .....