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HomeMy WebLinkAboutPermit Building 2005-6-2 r/ , DEVELOPMENT SERVICES DEPARTMENT 225 FiFTH STREET SPRINGFIELD, OR 97477 (541) 726-3753 FAX (541) 726-3689 Manufactured Home Placement Permit Application (ou<z,oo{"-o of:.M City Job Number: Placement Location: Z. '1 Lj 5 M ~ I p... LP. Assessors Map Number: /70 3. Z ') ( L.( TaX Lot Number: 0 15 $(:)0, Lot:~L Block: Subdivision:-M}>II PI el\R"k Partition Nurhber: Parcel Number: Has Partition Been Approved?:_ --OWNER- Name: ::to' ~ ~T)A C()f'eA.ANO Mailing Address: '2..2..", 3 3 ~ S'T, " City: SPA>, PhoneNumber:.3t. ' 1b ~ t.( State: O~. Zip: 9,Lj1' / --CONTRACTORS- Installer: Plumbing:...G~~fJfO~~~~~~ ~tl ~tl4WN Electrical: ~.~.rl""G.f ~f;VUL General Contractor: G OOf>..u.I ' ~ J:DtI (if applicable) Mechanical Contractor: (if applicable) CCB#: Exp: Phone: CCB#: 2.0 'Z?'1afL Exp:Jj . 3".0("' Phone: b A '} -11 (.1. CCB#: Exp: Phone: {, 88 -11. 0 0 CCB#:~b 1Il(1 Exp:S--J-oB Phone:~8q-T16'L CCB#: Exp: Phone: -LENDING INSTITUTE- Business Name: Phone Number: Mailing Address: Attention: City: State: Zip: ("- Value of Home: 50 dnl> Sq Footage of Home: It:, 'l. 0 --PERMIT INFORMATION- Value of FootingIFoundation: 1f.5 O(}/1 . Type of Heat: ~~ Sq Footage of Garage/Carport: I Y x Application Received By: -,,~ Date: Plan Check Fee: 7' ~ ~ _ Receipt Number: "'... i , 33' ,--1---98.15'-------. ~ "'I J ~~~O ~ ~.s~;~ .~ ,~:::----"W.~ u"C66~--~'W.~.."OO,.~.~;~; '~5l)1~~ -., -'-l:, 1~4' ~ ",. 100.00' ,__ 'l~ 20; 21 ~ 22 S 23,S 24 ~ 25." ~ < .98.15' 18 '" I ,- _ ,....- _ _' 0 \C ~,- -90.00'---1 o ,0 I ~ I' 0 . -30' PLE N{) _ - ..J f ~ . 1 Q D' ~ ~. I · I .r~~ .;.,,- -c -"".- -,::"o:i~ - c - '"".. " 5' 26 'I f' i 'I l::.J. '0000' - .. U' , . "'.. · . ' d "."'" 1 . ~;;;oo'- - - ,- - -oo"..l..--.:....:.s.<~}~;:..'-'--.. ", $4'lC b ;,. F ( . . . .~' 17@ J:r 59 ~ 58 ,,- ;@~~~ ".;;!) I~- ~ ~ 161?1 ~~. /) /'1 :: '" ~ ~:.:i,~:.::>:::..:<>>-. '---j '" J) i W:, L.::../ '" o' / ~~ / '" I " ,':~"t.,' ,':' ....... .....~ . 9\! ' .... ~_.~'--:;"~1~-':--.0:.~.:j,P1 (1:ili4t~ 0 ~"l .;,;;('tx,:;( '~, · ci."H'c~ ~".'. 1" ...". '-'- >" ~ 63 I ~ 6 0 ~ {?, '"" _:~ \ 5 4 ~ ~ I..... '. -,-~.~ ::.:'.:.:..:'::J m . '" 90.00' l \ 90.00' .. :ro.cr1>'. ' 0'1', t.J'~ : (~ tt-:-:; 97.53' ~_' 66~ 65 ~ 64L:( 62) 0- 61 g'..g6 [3\" s...l> .~ 53~ , E! N - 0 ~ N 01 ,0' Sf 0 N __.________ _' 0 ~ 0. END JOINl N' '" J 0 _._______ ___________._.__.__ N________________________. N..___________.__ ------ .' -E% 0.' 10., " ~ 'Z 0. 0.' 1Z 'Z Ef:SEMElll -=-1 f-IO' PRW. eERl1 '" . __ _ _ _ . ~ ~_ __ j _ _ _ _ _ _ _ __ _ . _ _ _ _ __ __ __ _ __ _ _ _ _ _ __ _ _ _ __ .. _ _ _ _ __ _ _lH ~_ _ :-~:-__:-__:-.::-__:"_ ~ _ ^~':':S _E~~. __ _ - - . -- - - - - - - - -. b~ . b~ . , I.'" : .. "r Ili ...". ..'" - 00.00' , 0000". "~00.02' : 1,- ',ro'" N < ,<u>- ,_~ I"lW"'W >uz I : :1' E'<'Z! ii:<~ I. w3:... - &\.!! I ~lliw . . >-~ t::~ ~w ::lw ;ili lf~ IIRII STREET @) '" ~ '" 97.53' 53,00' EUGENE SPI '" 11', Ii '.1 I: "I ~, - , I jlll" : III . I~ ii' :111' ;"11 qu I'll '~r ilil1: trill';' '1'.1 \,II~! ' 1,;; 1; ~ ' ;.,' !.!!; I:',:: \ ,'1 " , " 'I =-< ; /' THREE 3-1/2"<48" MINIMuM CONCRETE SLABS REINFORCED. WITH APPROVED FIBERS OR WIRE FABRIC l::IQIE; TYPICAL INDIVIDUAL CONCRETE 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 .,is....fj.,.. ~~.,. A B A :;~"" ~"..~.'?--'- 'Y/ ...~,. ....:. G\SfEFit:.; ........ ; ~y 0 ~ ( '.( p~~~~~~ tee IES EVALUAmN REPORT NO IER-2621P ;. '\ .: . ~-<".\'" ~ -;,.:- ^ "'G'/NEEI' ~~,'''PAGES '.. r-- \1 y ..... ""~;, TU C ,:;..,,\\ ""'rlllll" .,...~Tlr~,. 2 PAGES / "'R~ "''? PAGES ~ fr . * l ; REGISTERED ~ . i PROFESSIONAL 11'AGE ~ ENGINEER ! "'! ".. * * .. .... .y No. 4523 :10 PAGE ee""" 'O.~~... '? 0-1( 1 PAGE f<.'V 11( ~ NO. 26070 ~~~)AGES' 64> ;.~I.OZ ~'\ CIVIL i.J ~F C~LI~~ '. ",~~~[G~"',,,, 1's>1'-;.' UC~~[~\ itJ,~' ~\,";>.. g ~ i.. 28918 !~4PAGES 97L T01 COMPONENT ~SlJ:IiNQ.G,ONNECTlON DETAILS FOR ~~MMERICIAL LATTICE STRUCTU i...,\. .J!~j 97LT02 .", .f. TUOIt ..~~ ~ -~ #'",." C~'(,~, """- \;'b;.... .;:.#l 97L T03 I>~ORGI l r?:$~ TG. ~..~. ~~ORGI4 # ~ (<'cf. O"OD~ ~~ ~ ",,,,,,,,,UlUI"11: 97L T04 ~:: ~ - S ~'1"",SIONA.\.. ~ ~",,"\" ~......~..,\ t;..l!!.c.t'''''~. i. . "'~I\lU;:'~;;, . j ~\.G\STE;j;~f:p\ ( NO. 8143'0 :I' No.6088018S (, . ~~<)~ CONi!.""'+.-. !' ! ~ . "\ % PROFESSIONAL . .l<<~f~~,,! NO. 11458 L:J \ .p<"-tG/Nl\.'l- '<- it"" a~"~~;;O\ i'"''= ,,' I" ..ox.: Ii -;..... 'f'\"'~~"""_:O<,:' .~<".,...~$ ~. T.UIi" =1&-: . ~,":~(<'J"...!AW~."'(;"'~ . 1 ' I" - ~- ...", s"o......... ,...~ ....... 0,. " :: ~ .- '. .......~.~ re. " ..~' No W,' "'" . Cp ""'~~" ~o\ < . ". . "~ If? GIIV~ .~~ ~y~..~t~>..... _.,p = C!J : 4J~ ~..p\~; ",,,~SIDNA \ ;.'. . CSITlACATf:: ~ : 1833 : "":: '1"h~,..'"1.....' J!L.IS ='.-~~ 0.': 1nl.89S -. ~.... ,;'%1"";..~ ~ ~.~:: STATE Of ~ 7/'.0 ' OF \Q .-00,& ~ , 'A_.. .. ~.,", ...... G'li R.ORlDA ",....370A:o.ODO.~ ,l:J .......... ~n " 'v-D F \ ,,' V")'; '" . ,.... /~ 11"11111,1' RED ,,' .0'~ .'- 2 PAGES ~. 1 PAGE , ........... .-.... .;>" ":';. . ~ ". DRAWING I hereby certtry that 1hJs plan = caIfon.orreportwas . or under mv direct .....~........,Il'O.,.; - me fhot I am ci dufo( Rt:=~~ ~~IStErogmeer uroder the lows "... ate of MInnesota. R. F. TUCKER ........ 00... Of NEW.... ...~~-'\\........ v.t';.. l<o....~ .iUC,;:...~.... : :/l:' (<'",.J. ~ . f :ll' . . lIlo" D .. . \ \ 40222 ; : ~..~~..!/~E"S~~J~,.D .'" ..~,. "" Rl.O . '. c....'..". ~ . '..:~/O/jAI 9\1':l..... . .' '. TABLE OF CONTENTS 97GN01 97GN02 GENERAL NOTES 97SC01 97SC02 STRUCTURAL CONFIGURATIONS 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 . -t;."~TH',. "'. <$-:-""- """'.'. :f~ . \, ~ \ o R. F. TUCKER ~'~ No.032085 ..~.,o / ~. .4, ~J> ~. ~?~~~~,7 ,. ~ " " ," ef...:t.. - ", , ~ SINtU SPAN ltTTM:HEIl si1n.r:ruRF . lD'GTK ":75" oF ~ Fi. PIlOJEEiiON 'iiiiL lD' . lI1N- LEMGlli .. JO\liT B-JIJN. Sl.OPE o.~" n-. . ~\ll.E FOR~/p1ollEL ,,,. ~ oF '10 SlH. . ~(~ / ,- L...COVER PAlm. FASCA HEADER '.- ~ D FASCIA ~ ~ ~ !i: ~ ~ ~ ::r:. ~. ~ '" "7 or- " . U-OPTIONAL3 1/2" ~ - . CONCRETE SlAB -d I J~ SEE NOTE , 5. . -I:I-' '.' SHEET 97GIl02: . . .. '--SEE sa-tEDUlE POR ' FOOTING SIZE. " ':""1: I DE 1. 1/2" DRAI~ ~ LENiroIVAR1ES, sEt SCHtoULES PROVIDE 1 1/2" DRAIN . I OPr. .3 1/2" CONC slAB /lI SEE NOTt {l5 ON SHEET 97GIil02. UlRlISPAN ATTACHFD .~ <:nlIr.lUIlE ~. "~ ~ COL ~ FOR COlUlDl 5fIicNG SEE TAll.ES 2.1, 25, 4.1 OR 4.2 [ EE N01E (f7, sEE. SCHEDULLFOR FDOllNG SIZE "d" = CUBE SIZE SHEET 97GN02. , l'iP. l~ VARIES ---,.- FOR COLlJlIN SI2E SEE_ "CoLUIolN SCHEDlJLE" ~rC r --\1 - - I~ :'l =.J= ~I ~oc 1 1/2 ,- ~ 3 1/Z" CONe. PlACi: , - 1/Z"'~6"ST1.. BAR AS SHOIYN NOTE: PAllO WID1H VARIES W/ SELECTION OF HEADER; NUMBER OF COLUMNS AND LOADING CONDmONS. SEE Sci-lEDULES FOR MAX. COLUMN SPACING. . " . "'" '-"">" '-- '" '. "" . ~.. ......_ _~ .... 't'<~ __~b>_~_i:l _~ ,-____~__. 0- J:: '" W J:: SINGtF SPAll ~ srnu<;I]lllE. 1 FNGTH >v~. sri~ ':-~ == 2~ PANEl SPAN . . P~ ~ . . :. ~I. ~~sPM" . .w--n(~-=,~' - "2~~~:~ - ;; .D~ WAXlWW ~ I- :_ ' " OVERHANG.;. 5 :, ~ _ " 25: COWYN ;. . i:;j , ,:~ ~:")" SlLCOLTYP.-C::;: . SPACfNG ~. ~ . : "~-- . co VERTlCAlL~ ~'_." ASC~ . HEADER . AlL , 'COWIoIN ' 1-. VEFmCAU. ~ : E 1 1/2" DRAIN . OPr. 3 1/1 CONe. SlAB . SEE NOTE 5 ON SHEET 97 2. 1/7' STEEL BAR .ltS.LONG . IlUL11SPAlI ATT,IOlfIl srnuenl!ll; sEE scHEt1uti2.. LENGTH 1/.a.R\ES;. F PROJEc:nON u:NGTH 75~ 0 FASCIA l>Iil'I. . = 5'END _ '~- ~_.;rE-~1A ~-=-------'- ~". ~ - , 3~OVER PANEL ~ MAX. ,- OVERHAN j; _ ~- ~~AC\i.\hL ~ ~ ". ~.- ~-- -...-uf'T. 3 1/2' CONC. SlAB-SEE NOTE # 5 ON SHEET 97GN02. PROVIDE 1 1/ DRAIN "d 'r:--r- T SEESCHEDUL.E FOR a >r-.r-:r-4 FOOTING siZE: --=v-- ~ . . REVISION - Englneer-lng. Servfces" , 140 All Pro Dm. Elkhart. IN 4E5~" STRUCTURAL CONAGURA"TlONS 97SCOl I""=' 1 OF 2 . '. ,c .:~t~ ::'.'tt!,;~~~! +.," ,.'. ! :.- :..~ '7"";( .,~<.'~, ......~.. " ~ ! .'" ~... ..' . GFNFRAI NOTE~ (CONTINUED FROM SHEEr NO.1) NarE: <.Arv-"URE"8" HAS TERRAIN WHICH HAS BUILDINGS, FORESI' OR SURFACE IRREGULARmES COI/ERING AT lEAST 20 r=..c.o/T OF. lHE GROUND LEVEl />REA EXTENDING ONE MILE OR MORE FROM "!HE SITE. .' . ' EXPOSURE "C" HAS TERRAIN WHICH IS FIAT AND GENERAlLY OPEN; EXTENDING ONE-HAlF MILE OR MORE FROM lHE SITE. iN . />N'( FULL QUADRANT. CONCRETE MIX: Fc=2500 PSt" 28 DAYS. APPENDIX CHAFIER 31 DMSlON III. PATIO STRliCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOllNGS . WHEN .lHE c;oLUMN LOAD IS 750fJ OR LESS.. CoNCRETE . SHALL BE A.MINIMUM OF 3.5 INCHES lHlCK AND .NO CRACKS WI1HIN 2'-5" OF COLUMNS. COLUMNS SHALL BE SET BACK' A MINIMUM OF 4 INCHES FROM EDGE OF SIAEt . 17.. PATIO STRUCTURES MAY BE ENcuisED WITH INSECT SCREENING. 18. Sl'RucTuREs MAY BE ATTACHED TO RAFrER OVERHANGS PER SCHEDUlE. 19. WHERE AlUt.4INUM AlLOY PARTS. ARE IN CONTACT WI1H DISSIMII.AR MErAlS OTHER lHAN STAINLESS, ALUMINIZED OR GAlVANIZEr)' STEEL; OR ABSORBENT BUILDING' MAlERIALS,' UKB..Y, TO BE CONTINUOUSLY OR INTERMITTEN1LY ,WET, . lHE FACING SURFACES SHAlL BE PAINTED' OR OlHERWISE SEPARATED IN ACCORDANCE WI1H U.B.C. SECTlON 2004.3. 20. AU. SCREWS CONfoRM TO ANSI 8je'-S~'" AND SAE J933. .' ....:~;, f.," . ;-,"'. ..... .",.,,;'".- ....,.. 5. " ?:/~~.;'.:.); <. : ..l' ." . ': .~~ ;:,.:.:.-.:" ""!' "Co FOanNGS HAVE BEEN DESIGNED FOR. CLASS 5 SOIL ALLOWABLE SOIL BEARING PREssuRE OF. 1000 POUNDS PER SQUARE FOOT. STRUCTURES SUPPORTED BY' FlAGPOLE lYPE COLUt.4NS ARE .NOT ADVERSELy Ar-rc.<-lllll BY A 1/2 INCH LATERAL GROUND t.4OVEMENT. AND FOOTINGS FOR lHOSE STRUcnJRES 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 SILlS REQUIRE A SOIL INVESilGATION AND SPECIALLY DESIGNED FOOTINGS. FIllS MUST BE PlACED UNDER A lABORATORY COIIITROlLED COt.4PACTION SUBJECT TO APPROvAL OF. lHE BUIlDING OffiCIAL 7. AlUloIlNUM BOLlS TO BE 2024-H. .f.6. GENERAL NOTF" mR IATIlCE STRUCTIJRES, (PERTAINS TO. LATTICE STRUCTURES ON DRAWINGS 97SC02 AND 97LT01 lHRU 97LTOS,) 1. sEE: GENERAL NOTES; SHEEr 1, SECTION 4. FOR lJVELOAD AND WIND LOADS. 2. OPEN LATTICE STRUCTURES SHALL NOT BE ENCLOSED. '.:, COMMERCIAL STRUCTURES MAY BE USED FeR PARKING OF MOTOR VEHICLES PER LOCAL BUIlDING CODES. APPENDIX CHAPTER 31 DMSlON III PATIO STRUcnJRES MAY NOt. BE;; USED FOR PARKING OF MOTOR VEHICLES. 9. rr=c..:>.ANDING STRUCTURES SHALL NOT BE ENClDSED IN />N'( MANNER. B. 10. STEEL .BOLlS SHALL BE ASTM A-307. 1.1. ALlERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STR~GTHS MAY' BE uSEli. 12. STEEL FASTENERS SHALL BE EITHER STAINLESS: GALVANIZED OR DOUBLE CADMIUM PLATED "AN" BOLlS. . 13. HIGH STRENGTH BOLlS SHALL BE ASTM A-325. .H~ EMBEDDED 'COLUMN SURFACES' SHALL BE CLEAN AND FREE FRoM OILY SURfACES. 15. PATIO STRUCTURES ARE DESIGNED IN ACCORDANCE WITH . APPENDIX CHAJ:'TER 31 . DIVISION III OF lHE UNIFORM BUILDING' CODE. ' IS. HEADER SPUCES SHALL NOTSE LOCATED NEARER TO 'THE END OF lHE STRUCTURE 1HAN lHE FIRST INTERIOR COLUMN. ' 17 c~_ REVISION DATE REVlSlON 'f1A...~.,.. :.......... J, .1.",~,.,~1 a,~,:,t>,_. ..IJ!.INC. . ,}'31-<>Z..' ' . 'I -...IIl:' .~ ' . KG JCBD .ES E\I.l\LlJA11ON REPORr NO. ER-2621P \~\)~'I' ......, .~, . NONE !We.,,- GENERAL NOlES 'V8~" 97GN02 Englnt;ler1ng Services. 11 4G All Pro DrtYe _ III 4e51< 1"2 OF2 ! i ':~-:,::::~.~,~~:::~:5"~:7::"=-1~.:'.?l~~i.:;,..,=-,~,... 2.0 FREESTANDING AND ATTACHED PAno STRUCTURES .- I BEAM . I lIT 110U.HJHMcU tib'Wt:.k IUlrQ.~OUIE"'$Il:t: MAA. - CCrd:~<i-rt.M&" ~"{t A,'Tti5ilO COU,I,lN . .Ftt.€ . luAI..- clou II. ~l); .......:- SP...ctNC;' riii ;ur MiN. ., Of/' CO\.. "' Of/' COL ""'" --""--....J!!!' . ""'_ N'" ----,0 .tPH WIN! sPa] u.i~ lJ 'J:U" " 9'.'~ 22 18 A e'.," 22 20 A 1'''" 21 20 A 6'-11" 21 20 B (f.r 22 21 B 6'4' n 21 8 "" '___CUl...~'H 1-q III".... po: N eo 1 {,,-:r- {J-o- 5' 1]'-3" 10'11' .. 11'.," 9'.1" l' 9'-8" 7'-fI' 8' ...... 8'-10'" 9' 7'.,," 8'-,. 10' 8'-&'" 5'~. 1" 8'.0" .'.110 12' 5'-<<" 4'-6" 13' 5'.," 4'.r ,..' 4'.9" 3'-11" 15' 4'-5" 3'-8" '8' 4'.2" ]'-S" 11' 3'-n- 3'.'- 18' 3'-8" 3' 19' 3''''' 2'.,," 2U 3'-4" 2'.9" 2" 3'-2" 2'.7" 22' 3' 7.f1' lU ~{'"~:'-{r.~'i!-~"'H-a' 5' 13'-3" 10'1'" 6' 1"..(1" 9'-'" T 9'-5" Nr S' 8'-'" 8'-111" .. r.... 8'-'" 10' fI.r 5'.5" 11' 6'-0" .'.11" 12' 5'-6" .'.a- 13' 5'-'" "'.7 14' .'.r 3'-11" 15' 4'.5" 3'-&'" 16' 4'.7' 3'.S" 11' )'.11' 3'.J" 111' 3'..f" 3' 111' 3'-<<" 2'.11" 2f1 3'-"" 2'-9" 2" 3'-2" 2'.7" ~ ~ 7'.8' ~. II""" r-T 5' 6'-1" 5'-8" 8' 5'-10" 4'.r r 5' 4'.'" 8' ...... ]'..,- 9' 3'-10" 3'-7' 10' :r~ 2'.10" 11' 3'.7' 2'-7" 12' 2'.11" 2'-5" lJ' 2'-8" 2'-7' 14' 2'~ 2'.1" 15' 2'.-4" 1'.11- llr 7'-~ ".,. ,. t..r ~'-9" 5' 5'-7" 4'-7" 8' 4'r "-10" T 4' 3'.-4' 11 "~ 2'.11' 9' 3'-1' 2'.7" 10' 2'.,0" 2'.... 11' 2'-7" 7-" 12' 2'.-4' ,'.'1' 13' 2'.7' 1''''- 14' 2' '1'''' 'S' 1'_1(1" 1'.41" f ~'.{ci- "-lll'" 5' 4.... J'-11' 6" J'.11" "-J" T 3'.-4" 2'.9" a' 2'.'1' 2'-5" 8' 2'.7" 2'-2" 10' 2'.... ,'-U" 11' 7-7' 1'-9" 17 7 1'.7" ,3' 1'.'0" 1'.... 1.' 1'-'1" ".1\" " 4'.~- J..... 5' 3-7" 2'.11' 8' 3' 7-5" T 7.7" 7-1' :: '!'l- -Y; 5' 2'.5"' 7 8' 2' 1....,. r "_0" l'A' ~ " '" '" .. .. '" " " 1"-7" 11'-4' N' ,.... r... .... ..r "... 5'.2" 4'.10" ..... 4'.J" .' .-.. N' J'.5' 3'-J" 3'.1' N.r 111'-1' ,.... 15'-T ,".J" 13'-5' ,2'.9" '7.2" 11'-8" 1".7' 10'-9" 10'-5. 10'-1" .-.. .... 9'.," ..". .... 8'-7" ,r 13'.7" 11'-4' .... .... r... .'.. "r N' 5'.2" ".10" ..... "-3' O' .... J'.7" J'-S" ..,. 1'.1' 1:11"-11- 7'-1" 5'_1'" 5'-'" .'... .' ..r ..,. . .... 7.r 2'.5' ,..,. (".J- 5'.9" 4'_10" "-," ..r ..r 7.1'" 7.r 7.5" 7.J" 7-1. 1'.'" b"'- 4'.10" .' 3'.5" . .... 2'.5" ,.,. 7 ""0" 1'."" 4'., 3'''''" 3'-'" 7-r 1'~' Y-l'" 7'" 7.1' "_9" 1l1'~- JIJ 16'-8" 28 15'.T 2t 14'_" 29 13'-7' 30 12'S 30 1,'.10" 30 11'-3' 31 10'.9" 3' 10'-4" 32 ,0'0"" '2 9'-8' 33 9"-4' 33 ..". " lI'.r 34 pt.7" 35 11'-4' 35 11'.7' 36 7'.11' 18 i,'.r .to 13'.1" 77 11'-11- 2S ,,'-0" 'Z1 10'-4' 2S 9".9" 29 9'.," 30 a'-It" 30 8'-5" '1 a'.'. J2 7'-9" 32 r... J3 7'.~ n U'.l- J.f ,,'-9" 26 10'-8" 2S Ir-"" IT 9'.,. 28 a'.It" 29 8'.J' .30 1'.'1. 30 7'.7" 3' 7'.]" 32 1'-0'" 32 fl'.r n 1J.".Q" ,,~ 10'-9" 28 1r-10" 28 9'.1" 77 8'.... 28 ..". " 7'.7" 30 7'-]" 30 8'-'1" 31 8'-8" 32 ff'_5" :\, lQ'.~- ~ 9'-4" 25 15'-8" 26 7'-11" IT "'-4" 23 fl"r'-S- 7'.8" 25 r.". ,. (;'_5" r " ,. " " ,. ,. 27 ,. " ,. " " " 30 30 31 31 31 " D " " " ,. ,. 27 " " " " " 30 " 30 30 " " 30 '" 27 ,. " 30 30 30 31 31 " " J3 J3 J3 J3 " " " " " " " " 27 27 " " " 30 30 30 " D " " " " " 27 27 " " " '" a " " " " " .,. 27 27 " '" if " " " l' '" " " " c C C C C C C C C o o o o o o o o o o c C C C C C C C C C C o o o o o o o o c C C C o o o c e e e e i c c c o o o e e e e e c o o o o e e e e E . u o o E . o e e . .. u-l".' 9'-1" 8'.'" N' 6'-11' ..r U""JVINI-~~ '" 25 22 A " " . " " . " " . 25 24 B ......- S',It" 5'-5" 5'-1" 4'.5' " " " " " " " " " 23 :1'.0- 5'-2" 5'-1' a " " " " " :I.... "-1a" 4'''''' " " " " 10 10 ,...,.. .'... " " " 10 .'''' " u \,;;~~m; ~IV'.N (iSH~ AlASKAN EXTRUDED lAD) ....u. -1;~.rTtxji,,--"iiu -...., c...:l_~D<lrf:i<:iJ1"" cou-t!'j':r' =- .AU ..''''''I, SPACIMO T i 11'1, MlP<. SPACING 'f/' 'f/' COL 'f/' -.,. COL It'n (IN1 TYPE IFT'o ffN' TYPl! iio'H'L 5 ,I '" Ui'.I" 25 14'-8" 25 lJ'.r 24 12'.9" 25 >7 " 11'.4' 2e 10'-10" 'Z1 10'-5' 'Z1 ll:l.lr 111'.11" 15'-5" 14'-4" 13'-4" 12'-1" 11'-11" 1".5" 10'-11' . . . . . . . C c C C c C c ,(".r 15'-8' "'-4' 13'-4" 17.5" 11'-r 11'-" 10'.1" '0'.7' 1.1'-0- 17-" 1".," 10'.'" .... " 8'.r 15'-2" 7'.10" 1..-1" '"~ 10'.'0" 2S 9'.,," 28 9'.2" 'Z1 a'.7" 215 15'.1" 29 r4" 30 7'-4" 30 r " '''-1' V.11' 9'-1' 8'-5" r.10" 7'.5" r .... 6'.5" ':l'.,- 8'.1" r-10" r-)' $'_10" 1'-'-0. r 6".5" . ~ " " " " " ,. 27 27 '" " " " " " 30 30 " " 27 ,. 21 " " " 30 31 '" " ,. 21 " " 30 " " " " ,. 21 " " " " " a " " " " " ,. 27 27 c C C C C C C C C a " " " " " " ,. 27 , lrr 'S}.,TRUDED FA5ClA ~ "'COt.;I.~0l,11~""'L<" ;;""""'",,-1' ~;ft l"l":rl-~~ ..,. 'f/" COL I1Nl (INl l'YPF c c c c c c c' c c ,..-li' 14'-0" 17-10" 1".10" ,,'-0'" 10'''" .... " ." 1'24 24 :" ,,, ,. '" ,. 27 " " '" 30 30 31 Leu,", L~ i.::i ~ "{'f:'W'""'"2r~~~--,r-2T C 15' 215 28 C 13'''' 21 22 C '3'.9" 21 27 C 12'-4' 'II 22 C '2'or 28 28 C '1'.5" 28 23 C 1,'.10" 28 29 C 10'-8" 2e 23 e "'.2" 29 29 C 10'-1" 28 24 C 10'-8'" 30 2i C 9'-7" 25 24 C 10'." 30 30 C C '1-8' 31 30 C D " " ,. ,. ,. 27 " " D 23 " " " ,. ,. 27 21 'a " " " 24 " " " 27 " " " 23 PI '" 21 " c C C C C C o o o lL'l1- ,,'.r ,.... ..r ,.'" ..r ..,. r.r r.s- c C C C o o o o o ll'-r 10'''' 1r.5" .-r 15'.7' r... r.4' r .... c C C o o o o o e lU'-/- 1r-5' $'.7" . r,,, r 11'.8" 11'.4" 8'-1" c o o o n u o e . ,.. ..r r.r 11'.,," .... 'T-fj. .... 11'-1- ..r " " " 27 " " 30 30 " ~ ,. " 27 " " 30 " " ~ " " 27 " " 30 30 " " " " 27 " " " 16 " D 24 " " " ,. 27 27 " a 23 " " " " " ,. 27 " " 23 23 " " " " 21 " " " " " " '" " " c c c c c c c o o c 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 E 11.... ,..". 9"-1' 15'.4" 7'-,0" ~ " " " 23 ... '-r r.s" 6"-10" " " " 23 .~ r.r 6'.5" D " 23 b"'/- .... D " " " " " " " " " 19 " " " " 19 19 '" " " " " 11 . . C C C C C . . C C C C C c C C C C c C C C c C C c o Tltla" ~D'" Tltla' O.04T.T.8"H~ER Mon COL~ht\1I'~~-r~b" SP~ ffK frIO Mi". .ft' 'f/' COl., .m ."'!l 1J!'l .l!"'. J""",. 101.1OMPt1WlHDSPeED L~TJo4AH1'r 4-~ 14'-1" ,,1:1 ".. e S'-O" 12'.7" 'Z1 25 9 8'41" 11'-6" 2t 25 C r41" 10'.7" 28 2S C. 6'41" -r.l1' 28 28 C V41" 9'-4" 'Z1 21 C 10'-0' 11'.,0- -n ?? c 4'-U- lV-.. la 11 ~ S'41" 9'-1' 2S 22 C 8'41" 8'-3" ~ 23 C 7'41"r-r2323C 15'41" II'-ll" 23 23 C v-O" 6'41" ~ 23 C '0'-0' 5'.5' 2!'i 14 c: 4'Q '1-.. l=l ~l I,; 5'Q 8'-2" 25 22 C fS'.Q" 7'.3' 23 22 C 7'.Q" 6'.3" 23 22 C a'.Q" 5'.5" 23 22 C Ir-O'" 4'-10' 25 22 C ,.... ''u- ,.... .... r... .'... 4.::ij-- ..". .... DOUBlE 0.032" 11 r 11 Ii" H~ER I """" , CQJQ,oCO'Ij,J'l,.ar-1 COll..lllN ~Kj,l' .r'AQ4tu 1 SPAClHO HR iiQr" ..,.- ..COL "" ""'" Wi LOAD om ~ coo. 1.1-'5" 11'-10" '0'-9" ,..". .... 8'-10- .... 'S-r .... N 7'-J- .... .... .... 'for N' r.". .... 5'.9" 5'.%" 4'.7" '-'lll'" r.". 6'.5' ..r ".HI'" b-'lll'" 5'-10" "."" !:.J.': ,.;,aLli;l:.; -- COL - 1\...... .... " ,. ,. " ,. ,. 27 h " 23 " 23 " " " 23 " 23 " " " lJ 23 " 23 " D " " b . . . r . . 1. ". " .. ". 10' " 1r ,. .. ,.. '" ". '" '" " 4' . . r . . " 11' 17 .. 14' .. 1. lr 1. .. ,.. 21' " . . . r . . " 11' 17 .. ". .. ,. . " . r . . ,. 11' 17 .. ". ,. . . . r . . .. 11' 17 .. ... . . . r . . " . " ~ 21 21 " 1: " " c C C C C C c e c '"..- N' 6'.," ..r 4'.7" lr-11- "... .'_'1" ....ll. '" 23 " 23 " lJ " Jf .. .. .. ..~ " 24 " " ,. ,. II " " " 23 " " .. " 21 " " " 1l '" 21 " II " " (. I' II II :1 II [I I . . . C C C C c C C C C C C c C C C C C C c C C C C c C C . . . , o . , . H , IO;gU-~gul.li. FORATT.-.cHnl PATIO ~"""'.. ,,-'>>'-..I"~Il.-.u..J'COl...- O.ll32".'1/2"SQUNl.I!ALW SCltOLLCOL.l.JUN 0.027". t"SQIJAll.EAUM COLIMH 11''''''' S" ct.OVEALW.w.u. 0.040" 12'-0" COLOHIALALLN.O.DS2" l%'.o- S"ct.CYERLWSTEELO.twr 1'r.v S'SOUAAI!STm~ l%'-O" ,'$QUIlJI.(STEELCOLUMN '%'.0- 5"SQUAlta.sTEELCOl~ l'r-O" ,r~ESTEneol~ l'r.o" IAI:ILt.4'..I ...u."l,l~_l'IIItHt.f ACEDWlTHASTRONGlERCOU*H 'A'......Va&REP\.ACEDWIW ...~VaE REPlACEOWlCJ, ETC. LINEAR IHTERPOLA T10H FOR AlL CAlCUlATIONS r.s ALLOWED EQUIVAlENT FDO~?R5'~ 15T~D =-D 10 10 ,. 20 20 Zl 2' 23 Zl 24 23 26 24 Z1 25 29 26 3' Z1 33 2. 35 29 3B '" 3B 31 39 32 40 33 " ... 43 35 .... ~~ ~ ~~~~: " '^ >co ~~/<~~~~:;\_ti::':' :.: ~'1( '/& X, If' ,_c"L' It; Q:-' OJ) i'3 LW "" THIS TABlE MAY BE USED 'MTH COMMERCIAL OR PATIO STRUCTURES ., ~~~~~1~ "",,0 ALL PRO ORIV ELKHART IN ....8151... . .. ..tioOC:IIS"_S,C;Ol.U''''S''AoCl,"" ,ooltll sru ANO <:01.11_ ll'f't fOil ,.tU'.....OIOO4 ~..0~1UC>CO ;: ..~1L'.n.n"O<J' . ,,,/ ,. . 'p' ..,.;O....ROOF PANEL SPANS AND OVERHANGS FOR PATIO AND COMMERctAL STRUCTURES 31lZ'x 1TPANEl.. Al.1.CJIN.DESUiNSPAN FOR COMMERCIAl STRUCTURES LNE PANElIEXP.8~EXPOSURECI MAX l.OAD T 7Q/90 I 7' I .. I C7VER fPSF) (IN) MPH MPH MPH tWiG MAXIMUM ROOF HEIGHT 18' 20 0.018 11'-11' 11'-11' 11'-6" 5'-6" 0.024 13'-8" 13'-3" 13'-2" 6'~ 0.032 115'_11' 15'-11" 15'-6'" T-f;' 0.036 16'-11' 16'-'" 16'-7" T-r .25 0.011 10'-8" 10'-8" 10'-8'"-;:F 0.024 12'..3" 12'-3" 12'-3" 15'_1'. 25 0.032 14'-3" 14"-3" ,"'..:J" 6'-1'. 0.038 115'-3" 15'-3" '5'-3" 7-3" 30 0.018 1"-10" g-lo- 9'-1(" 4'.a- 0.024 1"-3" 11'-3" 11'-3" "-5" .0.032 13'-'. 13'-'. 13'-'" ".... 30 0.038 ,......0- 14"...()" ,...q 6'-r .4Q' 0.018 tr_T (f-T" tr.T 4'-'" 0.024 g.,a: 9'_10" 9'-10" .....,. o.~1t...s- 1':_5" 11'-6" 5'-6" 0.03& 12'-2" 12'-2" 12'.2'" 1r-11. 40 60 0.018 7-'. 7'-'" T-'. 3'-4- 0.024 8'-'" tr-1. 8'-'" 3"-10- QJ)32 9'-S- 9'~ 9'':5'' 4'-6'" 0.036 10'-'. 10'_'. 10'-'. 4'-1[r - - TABLt:1:6 - - 60 , , 3 lIT X 1T ROOF PANEl DESIGN I 2 112" X &- ROOF PANEl DESIGN I /. .v SPAN FOR PA.TlO STRUCTlJRES SPAN fOR PATIO STRUCTURES / ';'.'~ ILM PANa.1 t2' HEIGHT IlNE PANELI 12'HEJGHT ..' LOAD .,. 70 .. C7VER LOAD .,. 70 go ::1 IPSF) (IN) ...... MPH HANG (PSF) CIN) ...... ....H " 0.011 16'-T 16'-2" 7'-10- I. 0.0'8 IN' 13'.-3" ~.e 0.024 1~.e 1~.e ~.r ..020 14'''- ,........ 6'-1'. 0.032 ,....- "'..- ~..- ."" I~"- I~"- 1'_10" 0.036 2'...... 2'...... 9'_10" ..ll32 ..... I~'" ..r 20 0.01' 11'.11' "'-11' .-. 0.038 19'-4" 19"....... 8'-1'. 0.024 13"'" 13"'" .... 20 o:oii v:F g;:g:- --u:- 0,032 ,"-11'1!M,' T..- '.020 ,...- 10"-S- .-<r 0.036 IT-<r IT-<r T-10" 0.024 1".9" 1".9" .... 26 0.011 ,.... ,.... ..2' 0= IA'.r 14'-'" 6'_10" 0.024 IT-3" IT-3" 5'_"" 0.038 15'-'- tS'_I. T.'" 0.032 14...... I~"" T~ 26 0.018 ~... ... 4'-2" 0.036 15'..... 15"...... T-3" 0.0:20 9'-~. ~.,. ~... 30 0.018 V..10" 9'-,0- 4'.S- 0.024 10'_1" 10'-7" 5'-1. 0.024 ,,'-:r 1,'-r ..e 0= IT'" 12'''' 6'.,. 0.032 13'-'. 13'_'" .... 0_ 13'-7" 13'-7"' ~.r 0.038 14'.Q" 14'-0" 6'-10" 30 0.018 T... T'" 2'.r A .. 0.018 '.r ..r 4'.'. '.020 .... .... 4'.,. 0.024 V-fa- 9'-10" .'... 0.02" ... ... ~... '.032 "'~ 11'.s- .... 0.032 11'-8" 1,'-r .-r 0.038 12'-3" IT-3" 5'-11" 0.036 12'''' '2'''' ~... 60 0.018 To'" 1'-'. 2'''' .. 0.018 5'-10" 5'-10" 2'''' 0.024 8'-,. 8'-,. 3'-10" '.020 6'..1,- fr-l1. 3"-3" 0.032 ~.e ..e ~... 0.024 .... ~... ~... ',038 10'-'. 10'_'" 4'_10" 0.ll32 10'-2' 10'-2" 4'.'0" TABLE 1.1 0_ 10"-11' 10'-11' ...- 60 0.0111 ",.,. 4'-'. ".10" 2 tIT X 18"' STRUCTURAl PANEL 0,020 ~..- .~..- T.2' FOR PATIO COVERS ! om. T-<r T'" 3"-<r I~E PANE\..l 12' HEJGHT 0.032 ~.,. ~.,. .'-<r .,. I 70 .. 'OVERI 0.... .-<r .-<r ",,- llNl MPH UPK)0W4Q TAm.El.4 I " 0.018 12'..... 11'-11"j ~-8" I I 20 0.0111 11S'_10'" 1S"-10"'1"'~ 2 If.Z'' x 12" RoOF PANEl. DESIGN l:m 0.0111 I...!::!!:.. 'NT 13'-10- SPANFOR 'ATIOSTRUCTURES ~ o.Ol11ITJ>' r....3'-6" iJiiE PANa 12'HElGHT 40 0.0111 6'~. 6'~. 3'-0'" LOAl:' .,. 7Q go OIlER I 60 0.0111 I "'_10"1 "'-10"j 2'-4. (~ (00 ...... MPH HANG TABLE 1.2 " o.oii 12'.... 12'''' 5'_10" 0.024 14"-S- I~"- N' 2 112"'lc12" STEEL PANe. OESJGN 0= 1l5'.9" I~'" T..- SPANS FOR PATIO STRUCTURES 0,'" 16'-$". I~"" T... IUVEPANa. 12' HEIGHT 20 0-0111 1S'-11. 1S'-11'" .~..- lOAD .,. 70 .. C7VER 0-02~ If'" 11'ooV ...- IP$Fl (IN} ..PH ..... HANG O,ll32 12'-T 12'-r 8.. " 0.0120 14'-8" I~'" 5'-1. 0.... 13'-1" 13',.1'" ~... 0.0149 16'-'2" 16'-'2" ..... 26 0.018 ~-<r ~-<r 3'_10" 20 ~.012O 1S'~18''''''' ~... 0.02. I..e I..... ....10" 0.01C9 11'-8" 11'''''' ~.... 0.032 11'..g- 11'-1; ..... 26 10.0120 S-...fI"I6'-9" 2'...., 0.D36 12'-'2" 17-'2" 5'-6" D.01C9 10"-6" 10'..&'" ~-<r 30 ~ -:;::F ~ ~ 30 0.0120 ..r ..r T.. 0.024 .... .... ~.r O.o14Sl fI_T ..r 3""- 0= 10'.11"10'_11" .-<r 4O""O:O'1i)-:;;:j="" ~..- 2'-1- .- Ir... 11"-6" ...- ~ 0.0149 ~... ~.... 2'.... .. 0.0111 ~.... ~.,. ~... 60 10.0120 2'-'0"12'-10"'1"06" I 0.024 ~.... ~.... ~-<r 0.0149 _ 5'-10" .5'-1a' 2'-11" 0= .... .... ~.r - TABLE 1.3 '.036 ,.-<r I.'" ~.r 60 0.01' .... ,..... 2'''' 0.024 6'.1a' 6'-1a' ~..- 0.ll32 7.10" T-10'" 2'.. 0.03< ~..- ~..- 3'_11" TABLE 1.0 PANS. TO PANEL FASTENlNO 2.2S'U 1 I '10 SMS FASTENER SPAClNG p~a YWll7 LOAD 1.-,....,. .,J .'" PAT1O.EXP B EXPOSURE C "N' 70' .90 70 .. 0 2 1/2- )( 6" Roar PANEl I 0,018 ~ ~ 4'-8"- -:1-1-1~ 2.'64-l~ ..r ..... ~.r ...-,.. J 0.024 j ll' ~... ..... 3'-11'" 10".2" "'.11)" 11'.T ..2' 10.032 I '" ...... ~... ~.2' ~,2.00.~ 11'~ .... 12'-1" .... ~ 0.038 I I~ ~... ~.r ..2' 13'-10" ~... 13'.1- 5'-11" 0....2 I ". ...... 8'-9'"1 fI-? @ 2 1/2' X ,,' ROOF PAN(L 14'.11" T-l. 26 .-<r .3'.9" TABLE 1.1; 2.wL~ ... ,.2' 10'-4" 4'.10'" ..,. .... U'''' ..... , I '8.00' =.J 10'-1" 5'.1" 12'-T .... 12'''' 6';01. 30 T... ~... @ 2 1/2- x IS. ROOf PANEL 13'-T ~.r .... ~.r T'" 2'.r 10'.10'" .... ~.e "'_1- 11'-5" ..2' J~'~ ... .... " ... 3"'" ' 12.00' I 11'-8" ..r I .... 3'-11" @ 12'.S'" .-<r .... ~... 3 1/2- r 12-. ROOF P.A.NEl 5'_1~ T'" 6'.11. ~-3" .... ~-<r "_1Cr 2 1fZ' x 1'2" STEEl. PANe. AlLOW. SPAN FOR COUMERCIAL STRUCTURES L~IP~I~I~SUI ~~ (PSF} (lNl. MPH MPH ~ I HANG IMAXlMUM ROOF 'HEIGHT lIS' 20 0,0120 8'-9'" .84' 1f-f1' .....fI' 0.0149 12'"1" 12'-1. 12"-1- ........ 25 0.0120 T-1. 7"-1. 7"-1- 4'-0'" 0.0149 10'_11' 10'-11' 10"-11' "'-0'" 30 10.0120 6"-0'" 6"-0'" I 6"-0'" 3'.... I 0.0149 10'..Q" 10'-0'" 10'-0'" 3'-9" .. 1'0.01201 4'-"r 4"-T.' I ~_r 2'-1. 0.0149 8".... 8"..... 1f-4. 3'-6" 60 1'0.01201' 3'-2"' 3'-'2" I 3".2' I ;::S:- O.OlAS 6'-'2" 6'-'2" 6'-'2" 2'-11. TASl.E 1.7 21fZ'x'5" ROOF PNLALLO\/V. OSGN SPANS FOR COUM. STRUCTURES- ROOF HGT 'IS' LN'E PNla EXP. B EXPOSUREC ~ MAJt LOAD T 7Q/90 7D 90 OVER IPSA (00 MPH MPH MPH HANG l.io 0.018 IMO'" 1S".10'" If..&'" ".r I 25 0..018 ~ If-O''' I 8"..0- If~ 3'-9'" ~ 0.01817-4./7".....17-4. ~ r-co- 0.018 6'-5" 6'-e 6'-4" 3'-0- I 60 0.018 I 5'~ 1'5'~ 14"-1a'! 2'-S- TABLE.l.8 Clearspan on this chart is the di5tanC8 tran tho wall to the first rtIW" Of columns. 2 HiJtI Kwik Bon. B 11~ diam8t&r and 'Z' ombl!dmont: ICBO ER-Mi27 Of other anchor wi 550# shear vs wind and saismic loads.. 3 Masonry anchors must have a shear vatu. of 25D# for ~ or seismic kJads. . 4 1/4" lag sOvws must have 2 114" 01 penlltr1i1t1oo Into 5luds. Th8Slllag scraws must have an 1/8" IoacI hole. S 10 pst evaluated at 90 mph wind load (15 pst). All othw IoadslMlluatltdat90mohBXOCl:SUl1aC. GENERAl. METHOD FOR USING THESE TABLES 1 CHOOSE FREESTANDING ORATTACHEO, COMMERCIAl. OR PATIO STRUCTURE. 2 CHooSE PROJECTION. V'mTH, OVERHANG, WIND LOAD AND U\/E LOAD. 3 FINO TRIBUTARYWlOTH FROM TABLE 3.7 AND DRAWINGS ON SHEET 3. 4 CHOOSE A PANS. FROM SHEET 4 THAT HAS ADEQUATE Cl.EARSP~ FOR YOUR NEEDS. 5 CHOOSE A HEADER FROM SHEETS 5 OR Ii THA.T HASAOEa~TE COLUMN SPACING. 6 USE THE FOOTER SIZE SHOWN. 7 FOR SINGLE SPAN "TTAOlED PATIO. USE THE POST SHOWN. LOOKAT me TA8tES PROVlOED fOR ALL OTHERS. 8 AND THEOICSPACtNGOFWALLCONNECTlONSON TABlE 1.12 9 FINO THE APPROPR1ATE OETAlLS ON SHEETS 7TO 14 FOR CONCRETE PATIO SlABS FOU.OW 1-" ABOVE 5 CHOOSE A COlUMN LENGTH IF USING COLUMN -". ( 8"-0'" OR 10'-6") 6 FIND THE IoLAJl:JMVU COllJ"N SPACING ON Sl.A8SFROM TABl.E2.' 7 CHOOsEA HEADER (TAE!l..E 2.1 OR 2.2) THAT HAS THE SAME OR GREATER COLUMN SPACING FOR THAT TRJSWIOTHAND UVEANOWlNO LOAD 8 USE COLUMN TYPE "8' OR STRONGER (UNLESS USING COLUMN -A1 9 FOUOW'STEP 8 AND II A8OVE. . IABLE 1.12: WALL ArIACHMENTS FOR PAIKJANOOOM. ~i....""""",...~ES AN(,; 1 AN(.;l, AHc3 ANC4 Q.c iX:' (X; ~- "OF 1/4- uve SPACING SPACING SPACING SPAN lAG SCREWS LOAD CONCRETE MASONRY FoR #10 x 'Z' (FT). PER 5TUO (PSFJ ANCHORS ANCHORS SMS 16"OIC' sc;;RENS SPACING 10 24- 24- 16'" ZZ 1 20 24. 16'" 8'" 11' 1 17' 2 .25 24'" 15"' 8'" 11" 1 ,.. 2 30 24"' 14- 8'" 10' 1 1~ 2 40 24- IT 8'" 13" 2 60 15" 111" .... 11'. 2 ~\l-l}ffSSI(J ~') . TUZ 0' ,<. L' " ~.. " ~ Q1 ..... 0:: t;ff.Am.erinlSllX BUmUOu...A~~~~ 11 AQ .4lt PRO ORIVt . (LKMART. IN "15~T04 I ......Y,.. ....... .,...,..U1c::u.L eowR , 'ROOf" ,.....n ~ANS rOR ,...1lCl _OJ CCWWDIQAL 5TRUC:TUIIU . S_-"l ~nr ,.... D.&n.IIP".."orm . ; ..,'~ "".". 'I.::...,' .'.... . ~'..~"''i''''''".~''''',,~1o"'"'l..'''.:. ,../ e. ". . . .... j/ ~ .IIlm: ' -r=~" $i<: DPAll ',.-r I - .062 - , Pm OCRL~ R=.3,ii F,1CElI "I ~-R'll 1.1 87 .' l @ A-RAIL 'L (6063-T6 AlU~. AU""" _ . 437- ""'I 2p'1 0" -1.7:z=r~S~ "r; --=-1. ':"~J. .'. :. . -t""'T . e I . . ' ;,.osT I" , .38:)" .1 r.;.. STABIUZER CUP fOR EXTRUC€Il 'c::1I fASCIA 'N: (60B3-TB AlUlL ALLOY) / ~CHr PI.'a @ n-PlCN.. SI<\1JGHT PANEL . CONNECUQN wm< 12' V-PANS .IIlm: ~ SPUCE IlUST BE LOCATED WlTHIN 12 Of A COWNN. ~ 0.15" EXTRUDED F'.lSCIII 5PUCE WllH llCHTfIT V1S' INSIDE HEADER . - TYP. 5.406" '.1 /8 _ 11.SN:=T. ~.250" R. . 4.00.- ,8 - 11. 5Nfi -1? +'+ +T - 4" + +~. ++ , .5'~ 11" --1.5Hi-- 11" -+. J 24" @ ~ OORUOED FASCIA SPLICE (6061- T6 ALUM. ALlOY) .' r 1.686"-j f'. SMS , .--S<E TABLEi,.'2 "0 SII5 0 FlXlllI- ~: I f'J~ SPACING we _ ~ r.-"i&.lr:r.-';ftm /. 1.50" If' lI.C. ftlR ,.. -=' ~ - ~L-SEE I~~O~~' J, DErAIL.... - ,TYP, . " -=4 .' .lL " ',~.43'- . .~.30'-l- ~ I · USE A MINIMUM OF (!) SKYLIGHT PANEL PER (4) -6" ROOF PANELS , AND (l) SKYLIGHT PANEL PER (2) - 12" ROOF PANELS ' 1.50'- ~ @ EXTRUDED HANGER . OR SKYLIGHT TO PANEL CONNECTIONS, USE THE SAME NUMBER . (6C83-111 AlU~. AtLll't') ~,......{iF 'SCRE<JS AS PANEL TO HEADER. SEE TABLE "N DETAIL @ J I @ EXTRUDm CHANNEL CONNECTOR 1.500" . (6063-TB ALUM. ALLOY) 1 _ .062" I " TYP'-j -1.562 - I SCHEDULE OF AlJ.,OWABLE SPANS FOR 6 " & 12" PANELS ADJACENT TO SKYLIGHT PANELS. I UVElOAD *6" PANEL SPANS (PSF) ~0;8 ~ fu,J2 b3s 1 10 11'-9" 14'-5' 17'-2" 17'-9" 1 20 B"-B" 10'-6' 12'-6' 13'-5' I. '25 7'-2' g'-S" 11'-3' 12'-1' L30 .IIlm: PlAS1lC USlJl IN SKYUGHT fMRlCA110N --.s G.E. LB<AN PllL'ICAR81NATE PER RES. REPORTIJ286 FllR .. P.INEL 1.10' fOR 12" P- 0.85" - 7' . ~ ~t ~::'I:F-= .J,. l'J:'r =. .' .". 1Lo. -h., ~ JlS" T-lk!Jt I' R - ..SO t (f I ~ ~ ,30" - I-- .30" . ..\- .6'-1" B'-B- 11'-1' I t *~ 2" ~~E\ :;'AN; = 0.01 B 0.024 0.032 D.QJ8 I 11'-0" 13'-3' 14'-7' 15'-1' i-l1' 10'-4'. 11'-B" 12'-1' 7'-2". I 9'-3"' 100-r .11'-2' 6'-7" I B'-6' g'-g' 10'-3' 10'-4-- I - .082" 5.50" ~ SEE: SCHEDULE NJ(NE fOR Nl.OWASLE SPANS fOR PANEl.S. ADJACENT TO SK'I1.JGHT PANELS a: NUYSER OF ROOF PH19.S NEEDED fOR 1 SKYUGHT PAI'IEL @ SKYUGHT PANEl. DATE DATE REVlSION REVISION . ~ Am.tJ.L:.' .aX ~~.....-...",JM:. Engineering Services 11.c.O All Pro Drfv. Elkhart.. IN 4e1-< ~~tfi: . TNloI PATIO. & COMMERCIAL COVER CONSTRUCTION DETAIlS ~ lJrCAft'll"tu NTS ~"'" COll~NENT PAlmi & CONNEcnoN DETAIlS '1>'.'" ~N\O. I SHtL. 5/30/2POg_~O,'lmo' POlHlI7' 10 fl!' 1.<