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HomeMy WebLinkAbout96-5716 BUILDING PE,RMIT-- ~:::- ~, ern OF ZEPHYRHILLS Pe,m'; lI! -;-571~ f3 / /) } A.{j-i) (813) 7811-661"1 L/_ f1- - 9' f- Date '7 <J /~ )).--S6 CBU~ _ Water Conn: Pmperty Owne" __J:.Ld.< ~_______ Wate, Mete" Job Address: .s'=iJ~.2:-~Yc. ,g.tz;/ T,I.F.'s:i//j6.R3 Parcell.D. # L.L=f)1L~/ =-.l' ()/ 0 - 6 ;)",1:,00.-. O/}.,S---() ..) ~--.., Zoning: _ ~er~I" co~e:,:adon Gas: -=~ :JL'~=Jo Description of Work {.._L_,_ ~ C" ~ -y /Y-"l../ --I- (2"/ :~:l.4-- /) L ,-- "" ~. 1,--::> :./ -===::::;--- C'-" ELECTF~.~J~ -_.~--- PLUMBING MECHANICAL Sewer Conn R'49-tJ-6 InspectDr' FINAL C.O. NO OCCUPANCY BEFORE C.O. -- Complete Plans, Specifications ,md Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. Valuation or / '7 Contract Price /~ '70'"'(;' c:r-o p.,m;' FE'. ~ Signatore _ . fn Z~ Company _ Address _ Telephone' City License Registration # _L~7IJ y State Certified License# ___ ~ K J~r::,.J/. AA.1 ~1A-,I> / I PLU"~3ING J/ _ MECHANICAL SLB Tub Set Water Sewer Final Breakers Ducts Ins!. Compressor Final Tp. Smv. Rough In Muter Can Const. Pole Pool__ PrEI-1VI3ter FinaL Ftr. Pre SLB Lintel FRM. Insul. CL WL Driveway REINSPECTION FEES: When eKtrcl inspection trips are nec,essary due to anyone of the folklwing reasons, a charge of Fifteen and 00/100 DClllars ($15.00) shall be m.ade for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction" c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees !ihall be made before any l:urther permit!; will be issued to the person owning same. ., ~ ,-' '''''''1':, '... ..... '", """'" APPLICATION FOR PERHIT CITY OF ZBPIIYIUIlLLS BU'lLDlBG DBPARTKBRT OWIID' S ADDIISS ~o fAR- J ve. S731, JJt:1 II I?:LV/J S'~ PI\ON~ ~" , n~--~~ J -6 ~j'(.? _ I JI? F 'jJ:.. c:rJ. 7t~:~2- OWD · S 1t.'\MlB JOB AJ)DUSS LEGAL DISCl.UTIOIs LOT(S) BlDCIL SUBDIVISION '< H..' PARCEL I..D.' 11- J.(; - 2/ - 0 % - O"J-G!!~)Jc) (OBTADI nQI PROPRRty';M IQU~I~ WORlt PROPOSBIU-'W COUtruction ~ltlon ...0lteration Repaie Yutall -Jlsa. ---..ttove ---peaolish 1-8(J?)- 9S:J --9f?() -llJB K ~ PROPOSBD USB t --8Ulale Paaily /eo-ercial ----Jf.1 P _' of Unit. -5wia. Pool _Other _IndUBt. ____estaurant It Hea1th Departaellt Approval DESCIUP'flOI or WOK: Chu /AJ &, /hi- f Md'fwy).. BUlLDIlIG SJ,ZE: _ Jt x 3 d. /fJod1 ~uare Peet. Heiaht BESIDBlfl'I.AL: ATTAClB (2) PLOT PLARS I: (2) SETS or BUILDING PLANS & (1) BET UBB.(J!', POB!l5. tUIWlctAt: AtTACH (3) SITS OF BOlWING PLANS .. (1) SBT BIDGY FOIUSS. P1WPDTY SURVEY llBQUlRBD POR ALL HEW COIISTRUCTION. 11""" ~ 179~ PERMI'lS UQQpT9 -= ...---1lECIWIlClL s , Valuation of Total Construction AIIP Service Plorida Power Corp. W.R.E.C. s Valuation of lIechanical loatallatioD ..........JLtMBDIG GAS ROOFING ~ICIALTY _..PIle -5teel ~U;J ~ l.!~~r TlPB OF OOIlS'lJl1JC1"ION: ___lock J!IlnSIIBD FLOOR. BLBVATIOHS L yr. :IS PROJEct 1.N FLOOD ZONB .ARBA.' ~ ~ ............ YIS 110 .......................................... CORTRAC'l'OIl SECTION .IJ.TjU!D Sipature QIlPAn State Cert. or Keaist. . City License llealatratlon . .......................................... A.Jr 1'11' J i7 T lLImm6Ia IU.-&ua- .:&v .lWIIIi.II. COHPAHY~.~&11- l-tu6'U~ Ell-r 1~~ State Cert. or Reaist. f ~J- OclO~()~O J Oity Licenae Reai.tratiOD' I' I .......................................... . . r~cc;J 6 (-1 L ~ ~ ~ :: , OOKPANY State cert. or Keatst. . City License It.ealstratlon . .........~....~.~~~~=~e.~a..~*........*... ~ Art Si.snat~ 11 1 IPI W IIW17 , " m:cBAInCA.{, COMPANY State Cert. or ReSlst. f City License Beatetration . .......................................... Sf.aoatw:e l::.1- HII. P-- OTRKR /J ,,(?~;:C?J d . '" ~:r~. or aeatst. . 8t.auatttte l 0.1 iuw1 f!J/il;~1~ City -License Registration' .....0.......*....................*....*** l I ~ I~~I . , V APPJ"XCAnOB APPlWVIlJ BY PBRKIT OI'J'1CER. ... .... - - :.;;; - - - - - - - - - - - - - - - - - - - - - - - . .. FEJ-16-'96 FPI 10:53 ID: TEL t'-jc!: 1:t128 F'02 1"', . "I'~"";..~ if' .! "l'"trt ...' ~~t CONDITIONS OF PERMIT AFFICAVIT A 9 BeTICI OF DBBD RBSTRICTIONS Ibt unGt.n.lptd *et1ad8 tht till, penlt HY be subject to Ideed restrlctlonl" ,bleb Ii' be lOr! t8ltrlcUYI tbin City r.ll1t~t1ftJ. De UDClmJpec1 UlU188 reapGlUllbllltr for capllance with Iny applicable c1eB4 1'IItrlet1cm. B ~ tJR'LICBNSBD CONTRACTORS AND CONTRACTOR RESPOHSIBILITIBS If tbe OIII8r bu hit" a oontractor or contractors to undertake work, tIIey "y be" rIQulnd to be UC111114 In ICCO~ .itJl Iit.te IDlllocal regulaUODI. If tbe contractor 11 not llcenled aa required br In, both the 0Im8r 114 COIltr~ III be, cited for I .11d...I ,Iolation un4er .tate I.". If tbe OlDer or intended oontractor are UIlCertlil u to _t llCIIIIIng r&qUir_tll81 appl:r for the intende4 wort, t.bey are Id"iaed to contact the City of zepbJrb1Ua Buil4lDt ~t,(813) 788-6611. Purtbenlore, If tbe GIDU he8 bire4 B controc:tor or contractors, he i. advised to bave the CODtr.ctor(l) sip portiOlll of tb. 'CClltr,ctor Slctlllll' of this QPllcation for which the, .ill be rnponslble. If you, as tbe 011181' .igD II till L'GIltrlCtor, JOIl are lDticaUDg tblt fOIl, rather than the contractor, are respolUlible for the IIOrk. If till COIltnctor vi_ JOU to 11gn .. CODtractor that II' be an tnGicatlon tlIat lie is not properly licensed and 11 not entitled to petlittiDg prbU8l. Ja the City of IIpIaJrJlIlll. c. ,.RAHSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D, CONSTRUCTION LIEN LAW (CIfAPTER 713, FLORIDA STATUTES, AS AMIIiDKD) I certify t.bat I, tile IpPIIClllt, .,. beeo Pfovlde4 lith B COPlof .Florida's Construction Llen'taI - ........'.'Prot8CtlOll Guit~!N pr'epare4 ., tU rlori4a Deputlent of Agriculture and COOlIm8r Jfflin. If tbe ap~liCll1t ie .... ok tlIan the lIMIer", 1 certtfr tJlat I ""1 obtainad B eGpy of the above described dOCUlellt ana pnmae In good faith to atllter It to the 'CMllr' prlnr to oc.IDCII8Ilt. E. &2maDCTOR I a/OWNBR I S AFFIDAVIT I certify tbat .11 tM inforllUon 111 tIli. appllcatlon 18 accurate and tbat aUwotk ,ill be 400. In COIPU.e vitia all awUtable 1_ ngullUDg ~t1l1ct1OD, 10111119, and land davalopllJlt. Ippl1catioo it hereby Iilde to obtain a perltt to do IOrk and installation as indicatec1. I certifr tJaat 110 IOrk or iutallaUon bu ~wa prIor to luuancI of it pmit and that all work ,ill be perfotIIG to..t Itduda Of all _ mgulatill9' c:oDItruCUOIl, Cit, coda, loning regulations, and lill1d de,eloplellt regulatiOll8 in the iurll4lcUIII. 1 ;1110 certify tblt I Wl4ttltaDd that the regulations of other gOYlIUIIltl1 agl!1lcil. Ill, apply to tbe intlD4eCl worl, BDd. tbat it i. If relpclIIIibilit, to Idllltifr .hat actions I .uat take to be In coapliance.. Such agencies incl_ but are DOt Halted to: t DeIJIr_t of IIltlr~tal legulaUon - Cypress Baybeada, Wetland lreM and Invltolllelltallf 8eD8lthe LiuIda, Iater/VUthatll' IreaUeDt t SoatlMat Florida If.ter lI~t Di~ - If.ll., Cypreal Bayheads, Wetland lreas, Altering lfaterc:ourUl * of lbee&1 - 8ulalll, Daca, ledgab1. latenrara t lleH1'f4Dt tJI II Rlllahilltatlve Senlcu BnfirDDllel1ul Health unit - Willi, Watt_tar 11'tI_t, septic'. t US ..Jl!YJ!BI~1 PIotectlCll IGIIDCf - bbe8tOl abat8llnt I I ,110 oartlfy tbat, If fill laterl.! 18 to be used In Flood lone 'A' or -1,etc.l, it is underltoad thlt a dr.laag8 plIO ecldtuuinrr it 'lXI/IPIIl8Ilting vol_" will be BubDltted wbich 18 prepared by a profesBionll engineer regiltarec1 .ID tile State of Fl(ldc1ll pdor to penit illlllllc:e. . ~ r,.~lnU. lSl\uad ahall be COJl8ttuec1 to be a license to proceed with tbe wori and not II authority to dolate, CIDC81alt&r, or Sl~I: aaid; lJI!f ~rOV'lclOlll of the t.eclmlcal coo.., nor sball 188uanc8 of a p&IIlt prevent the Bulldlftt Official fIQI ~tIr feqn!rint a correctioo of errorl iD pllDl, construction, or violations of anp code. aVIrJ pmJt t_ll1lball beCGIIlDvalld UDl~.a1 t.b8 aQrk IUtIJorJaed by suCh penllt 18 ~ce4 _itbln 811 Bltbl of issuuce, or if wort autlloriud bJ the pealt 11 ' 8~ or ibia1oIle4 for I pe.ri04 of alllOllthe after the tile tbe IOrk is ~cel1. (Me 90 U, utauioo of UII~ III be ~lloel for the pIIIlt Iltb f.. cbarge of '15.00. fbe eJtwion sball be requuted In Elting to the lui141Dg Official.' AD. apprOl14 iDlpec.Uoa at bllovvad lluIing each ail 8th period, or the project ,ill be C01IIi.. 1baDdaDId. UllIIG to 011II: YO:JI PllLURI ro RICORD A ROIICB OF CCIIHDCBllBIIT MAY RlSULI 11 YOUR PAUICS !VICB POI lIIPIJnIII1'8 to YOOR PIIOPIm. I' YOO IIDID 10 OBrAII PIlIIIClIG, CONSUL' II11H YOUR LIIIDIR OR 1Jf IftORIIY BItORI RlalDlIG YOOI DICB or aJIII Jill ED tZ,500 lit V&LOB DO lOt 1(110 10 RECORD IRD POSt A -NotICH OF CCIIBJI '. ~' ~ j j \ I f~IYB OF PLCIIDl COiJm at' _ PAScu ~:...~~r~!o~!lg, i!.I!S1:t~ F'::! ..a~..,aclu1owlecSged ,.'...."..... -.. th1A~.1J , J.~.:1.k. by Lc ~ r~ . () ._ j~,--J.. i.-~ , llIb~ is per ally kncnm to lie or who has pn'ldr.Ac:ud eM 1duntlfi~.t1oa and who 'did/did Dot ~e.~j)Wgd- (Sign 8) '~r-: ,SHYLOCK 'U.- trPedLff'" C>.IU~'f. 48 ' . "'. ....'~ .. ,...>.Il"~.... .*.... ~, .''''lo JlorMY PUB 5_ C'l !:'Yl-",,--) A....t:t 1. , 1999 _....... In:.!' J'W. .. ':'. ,:..._ .... ,_ ~_. ,~::;-:~ "\ iN....E.O ,....t,U . ~"-'i ""_""~~ lJo... ~~'Of.~\.(,)" AT\..JI.N'71C t4C!olOiNG CO,. IN<:, 8fA'1 OF FWRIDA f1:J r; 0 coumOF uC '\ 'the foregoinry i!!!!!~~ was aC~9wl~ged before IDe this ,;IJ1::L , 19 ?b by. &;IY r--f .L f;ff / erf?- who 1. personally 1m to ae or who has produced a. ideutific tiOD and who did/4 take an Olf. . (81gnatur ~ If( r- L .0.18823":1' "I ct- 1/1 r f q-' 1~ a ~ 4- ~ ~ C' r> c r --- (:) I \C ,.... ~ 29'-10" K >I r-- J 1/1 [ ()- p--f 1 ' f;,../'::.filVlt , .'jI!, , ,',' GRILL fb;l!<;~':': \D SLAB' i~.'.D' "" LOCATION) .:~~ .. ... . ..~:!':,;~ . ');~-~ ~ - :-G.- ~:r,~ ;ott.), " .. .if.' .....' " J~~' ," t , j( . ci o .J m ~ '.' f :. . .,0 ..' '... . ~ ',~ ,.. ~ 'Z o en 4 ~ ;......-r-,CORRIOOR 1;'\--.-.---- --.- N .' I:' rJJ r,YY I I \ , J L .. r n ': \ '" \ ~ ,.. ex o .... en , o' II' ASPHALT '.' , a:1 w' ....1 ~\ ~\ ,\ I I,. I'.' ,': I \ ~ "....:, . .~,...,...~:_, .... i , '\ "::.\. _ :~:'{t.>~;~..:..~--, .'.~1 ,', "!.r."'~ . ;0',,;, "I' .I}~;~:~i:r~; \ """. ~'" " < _',' "; "",;_"),,,,\'_~':",_ \~i.~ '. - 5" ,,;.;;.,~.;;.r~~', >:. ':'!~ ~,"i;;;",;t -:)c': ,,1\ ". "", ,;~ir .-.~'V. ct~'Rt1)OR' J . : .:: . ." he,".}.::'\ ~ \ : "'i~\~'i. ~'c"'- '. , .'li\!#i.. .../, d;j;;i~~~ij"I-'\ /i};:',r-' . '\ ."r.ilil.'... ..... '.'......, ''''.,'. ...,.......'.....-..........-'..'...,..,"...'.'.'.... '\'., .' ...... '." .,. ',! \..,,:,)'::' ::", ,.>"."";,,,<,-;:,",:,1:,:;0' :".~;<-..;.,:' ' , .;:".;;:,,'- r~rN~~~~D~~~t:. ~\~~,l@~ I " -', .', I' l " , 49 3 ':'.' .', ,PLANTER:,-1'-',~" . :".I:9T~18iF~$;\': r !.. I J\';.\ .. \@\i"!rl:."'.,. , .}\ '..'J<,ffJ \ '... .{ . \ '::;, 7:>. ' ..1. 4~.. ~ _.....~,....., .-- ~ ~ . , , -' 10 · I' lXi 'I: 0 " - .0 , . .. . . \ . ',' , ~ .,' , . . . . , . . ; @ t, . ..1 . , .I,'" , J " ~.:;~... . J .~.. : 'l.t, ~ I -~....." ,;~- .~ ,,'" .~, ..I'<_':'~- J n z:; )0 [ ~ , ~ t f ~ c:.. V" c.. r~ t ~ ~~ J' Z I'" ~ ~ t ~ -f 7- ;y- o: ~ ;: It 1 ;; >=> ~ + t ..: , c F }l~"'" r~fJ(l v+~ (vr;)N \ I 1f~ -~ ; J nclYl ~"'!- ~I "'4 i - - ,,{ " -">~,~V',.:I.\T' , I SLAB ON GRADE ALUMINUM SCREEN ROOMS, GLASS ROOMS, PATIO COVERS, POOL ENCLOSURES AND CARPORTS LOAD BEARING WALLS ONLY 2-#5 CONTIN. W / 3' COVER LAP 18' MIN. _ ALUMINUM 2500 P.5.1. CONCRETE EE BASE FASTENING DETAIL . . ~. ... VAPOR BARRIER IF AREA TO BE ENCLOSED 8' MIN, FOR SCREENED ENCLOSURES OR AS REQUIRED TO RESIST UPLIFT, 1-#5 CONT, MIN, UNDISTURBED OR COMPACTED SOIL OF UNIFORM DENSITY ** REQUIRED FOR STRUCTURE/BUILDING ** OVER 400 SQUARE FEET ONLY. REFER TO "FOUNDATION GENERAL NOTES" FOR CRITERIA AND LIMITATIONS, WARNING' These drawings ore intended os 0 minimum guideline to normal, proper installation" . Special application or local codes may require review by 0 professional engineer, THE ALUMINUM ASSOCIATION OF FLORIDA, INC. P. O. BO)}( 140532 ORLANDO. J:=LORIDA 32814 DATE: 4-91 SECTION: 10 PAGE: 06 "C" COPYRIGHT 1989,NoI 10 be reproduced in whole or in porI withoul written permission ~ .' from THE ALUMINUM ASSOCIA nON OF FLORIDA, INC, j I r' I \. \ \ .\ .' "f).,,( <, ,"-. '-.. . ,~ ,.-:' - ' ~..... oc .,~ ....0 c~ ",0 c~ ~ ~ o :3 W n ~ I I il I \ \ \ I I , I n, "r' I~'..II ' "'"JI':{ . r- :D ~ z 0 I ir~ J z c;") cO ' ~ I ~ ~ 0 I a. Z IT1 \) ~ 0 ~ a; :II 10 IT1 X Vi :j z c;") ~ Vi :j z C> 6 (D ~ [ . ~ .~ z ,. c;") 0' o. c ~ ;;0 ~ r' ~ x cr. z c .... c;") .0 '.,0 f'T ." ib :!l C': 0 r IT1 C ~ I C .... ~ ~ ~ -- --~------ ------- -- ~ 1- -------, --------- 1-- I I t I I I I I . : I I 1 I I : I I I I :0- : I I I I lJ : :: : ~ ~ ~ ,~+- ! ! If: i CA"~ ! i .- : I I I I : : I I I I : I I I I I 1---' r- : V'" x II" A.~GLE I I I ," X "IIA.~GLE~ :' ~ : I I I \ : '+ IL ---.J-=~--===-- -J-- -=~=~=======J==!====, ~ D,S. -./ - 2' -+- 4' --- 2' or 2' -+- 4' -+ 2' -. "'--- 0.5. 8' 'I' 8' , S' WALL 1 8' ROOF PLAN-SHED ROOF - r :r HEMlER./11\'" :r RECE!VING CHANNEL ~4-z///\ _~~VNA~~E .1 /' I I/~ E3~J f7 1" I r- 3' d' x s' IJ" DOOR f7 f7 0 ~ - I v-2" x 2" A.~GLE MiN. ~ LEFT ELEVATION-SHED ROOF ~ ~ :r RECEMNG CHANNEL ~v r- :r G\JTTER f7 I/~ 3' d' X 6' IJ" DOOR o o f7 f70 ~ I "-- D,S. LEFT ELEVATION-GABLE ROOF EXISTING ~ t I~' - -------------------- -------------------- t II II N~----------- -----------~N II II t 'I I II . II II :0- Ii + ' li:o- II II ~ ~j ---------- ---------- f-r: ~ '" fZ Y 2" X r S.M.B. RIDGE 8EAM TYP, :1 '" J! SIZE VARIES. SEE SPAN CHARTS. II Iii- I II :0- II II :0- II II ~----------- ----------f-~ I Ii I -1L l- II I"~ x ,. ANGLE I ,. X ,. ANGLE,\ II II II N II II '" I t I: I :: t !JL". _ __1___ J. _~ I -- 2' --j- :: -. -- 2' .t 2' --j-:: --r-- 2' -- J I: 16' WALL .. 1 8' ROOF : N I NEW NOTE DRAWINGS PRESENTED, REPRESENT A TYPICAL ROOM SIZE AND DESIGN. AS ROOM DIMENSIONS VARY. SIZING OF ROOF AND WALL COMPONENTS WILL VARY, SEE SPAN CHARTS FOR ALLOWABLE CLEAR SPANS FOR VARIOUS PANEL/ EXTRUSION THICKNESSES AND TYPES. USE EXTRUSIONS OR BREAK-FORMED METAL THAT CORRESPOND TO PANEL THICKNESSES FOR EACH ROOM SIZE. SEE TYPICAL WALL SECTION AND CONNECTION DETAILS FOR FASTENER LOCATION, TYPE, SIZE AND SPACING. D,S. :0- D,S. PLAN-GABLE ROOF :r HEMlER \ /If:r RECE:vJNG CHANNEL :r GUTTER / ,024 X :r ROOF PA.~ELS Mi~, __J_ -'_ _ ____ / f7 rr' 1S, 1/ ODD' 000 _____ 1/4" PER fT, MIN. SLOPE i-:Ej-' - ;* ~ <0 f7 f7 / , f7 i ff.: f7 1/ ,024 x 3' WALL PA.~ELS MIN. / 2" x 2" ANGLE MiN................ 10 I r- ~ 36" X 48" WINDOW .:I- 9 TYPICAL / I'---.. 0.5. ~D,S. I FRONT ELEVATION-SHED ROOF RIGHT ELEVATION-SHED ROOF 2" x r S.M,B. RIDGE 8EAlol TYP'~ SIZE VARIES. SEE SPAN CHARTS. 2" X t:' ANGLE 8EAlol POCKET MIN. I:r RECEMNG CHANNEL J ~ _------- [jJ -~a/ ~ r:r VAlANCE --~ /~ r~ E3/~ f7 f7 f7 9 r- , i' ~ f7 f7 ~ / f7 r ,024 x 3' WALL PA.~ELS MIN. 10 36" x 48" WINDOW! / I 9 TYPICAl. r I---t:' x t:' A.~GLE MIN. t:' X t:' A"IGI.E. MiN.-. .r- .024 X :r ROOF PANELS MIN, ;s. / E3/~ El/~ 0 f7 f70 "- 0.5. FRONT ELEVATION-GABLE ROOF RIGHT ELEVATION-GABLE ROOF L : t':~ TYPICAL GLASS ROOM ADDITION (12' X 16') EXISTING NEW REVISIONS 1"-1"-00 11)('.1('.1 ('.I(O~ 11)('.100 I I I 0'111)11) ('.111)11) ('.10000 I I I Ol"ll"l o~~ 000000 ;'-lX <(<( wOu.. 00 --l 3: z o i= <( z ~r- l.Jm f~~ /\ ~~ \( :l ~ ~1I~ \I-~ UJ~ a <(<( 00 ~- ~ y:0 z-l <(u.. m ~~ ~<( m:::!:1"- Vll"- 00(0 1I)-loo;t l"l0l"l SCALE. 3/16= 1'-0" DATE: 8/94 DRAWING II: D I- ENGPLNE1 ~ ~ DRAWN BV. .1 @,5 SRD i'f" 01 ~ @) Cl. N @ ~ I') \ ~'6 PM ~ ~ ~ ~ j~/OJ:" " I I- 9 --t () @) Vli.J..1 '@ 0:: I- "(0 HEET # rs~f5~r-. @~~~~ ~~~o~ ~~~ !1....J~!i:: ..J ~~ow ,u~a.1- ~ r -- In I :. : I I I : I I I \ I I 1 I I i I I I i I I I Ii J I I I ~~ 11,1' I I I ~ 'J I I I ~ "'~ll I ~ - ,I : : If: F^~ BUVA : : I I I In : I I I ~ : I I I I i I I I I I ~ : I I I I I ILi==_ _~== _ J_= = ~ ___==L 0.5, ~ 1---.' --f+--.' -+-.' ---.'-- r ~ r 16' W/>J..L , B' ROOF I I I I I I , jI- ~ "- D,S. PlAN-SHED ROOF r r HEADER ~F~~ I' % r t' X t' PATlO EXTRUSION MIN. I / r ViIlJINCE -~- -- ;:::::=!.J ,. T t' X t' PATlO EXTRUSION MIN. b I f.,. ...... ,. X t' OPEN BACK '-rf X 6'- DOOR ~ ~,. X t' OPEN BACK MIN. ... I f.,. Z. 10 .' ... . ,. ... ~ - ... LEFT ELEVATION-SHED ROOF t r ~_~~" ~!~' " :~ ~::~ ~ ~ ,. x t" OPEN BACK -- ~ t" X t" PAno EXTRUSION IotIN, ~ /'. X t" OP~~ BACK IotIN. '4 X 6'- DOOR ... . ~ "- D,S. LEFT ELEVATION-GABLE ROOF EXISTING :. :. ~ !::! NEW NOTE DRAWINGS PRESENTED, REPRESENT A 1fPICAL ROOM SIZE AND DESIGN. AS ROOM DIMENSIONS VARY, SIZING OF ROOF AND WALL COMPONENTS WILL VAR.Y. SEE SPAN CHARTS FOR ALLOWABLE CLEAR SPANS FOR VARIOUS PANEL! EXTRUSiON THICKNESSES AND TiPES. USE EXTRUSIONS OR BREAK-FORMED METAL THAT CORRESPOND TO PANEL THICKNESSES FOR FACH ROOM SIZE. SEE 1fPrCAL WALL SECTION AND CONNECTION DETAILS FOR FASTENER LOCATION, 1fPE. SIZE AND SPACING. ~ 1 ~- - ~-~-~-~-~-~-~-~-~-~- -~-~-~-~-~-~-~-~-~-~ ~-f: f I II II :. :. :i I Ii II II i: + !l ;: -R-[tll __________ ___________~ t ~ II II -l l) ~ I II, ~ ~ '" ~ << r t' X l' S.M,B. RIDGE IlEN.l lYP, :i '" '" ;, - ,I JL SIZE VARIES. SEE SP^~ CHARTS. :: " d II II ~----------- -----------~ to II II ,I Ii II :. '" II I II 1 ! II II :: I :: II II I~- - __ __ _ ____ J ___ 1 __ __ _~ I -.'---.'-+-.'-4--.'-- J : B' .1 . B' - 16' WALL . 'B' ROOF D,S. D,S. PlAN-GABLE ROOF r HEADER \ r t' X t' PATIO EXTRUSION lot iN. k==== ~ ROOF P^~ELS IotIN. / r r GUTTER ____ 1(.. PER IT, IotIN. SLOPE -~. - 7 t' X t" PAno EXTRUSION IotIN. ~ /'. X t' OPEN BACK MiN. , ~ l+- :i. 'i ~ t ". b 1 t J. j ,. , ,. "- D.S. ... - j ... FRONT ELEVATION-SHED ROOF r?' - L:::::::, ,. ... ... FRONT ELEVATION-GABLE ROOF .j ... , , I. "-- os. ... RIGHT ELEVATION-SHED ROOF t" X l' S,M.a RIDGE BU.ll lYP. " SIZE VARIES, SEE SPAN C:iAATS. \ "'- r t" X t" PATlO EXTRUSION IotIN. 3~ _,------ ~-~~r VNA'a. ----~~ ,. ~~-- ---~ , ~-:.;:-- Zr,~ ~ ...... __;Y ?-t' X t" FATlO EXTRUSION MIN. :i b I f.,. ...... ... ... ~ V ,. X t" OPEN BACK MIN. ,. , ... ... ~ ~ ,024 X r ROOf P^'lELS WIN. / ;s. , ,. , ~ t ~ 1j> 1 ~ ~D,S. RIGHT ELEVATION-GABLE ROOF TYPICAL SCREEN ROOM ADDITION (12' X 16') EXISTING NEW Df- ~~ @;,s ",Vl ~~ @)u rs~ rs~ ~ @) a.. N [@9 I"} nn~~8~it l!::!:!JO~~" f-O..j- @)IVlrtl @~f- .[0 rs!:::lffi~" ~~ffi~':i ~r5:I:O~ :..>> !]..J Ol f- 51"}~..J o:::~1=! REVISIONS ""ex) \f)(',I(',I (',1(0..- \f)(',Iex) I I I O'l\f)\f) (',I\f)\f) (',lex) ex) I I J OI'<')l'<') o .-- ..- ex) ex) ex) ;'-lX <(<( w<.H.... 00 --l 3: Z o i= <( z /~m M<(~ /, ~~ \v' :J ~ ~DC~ \I-i OJ o <(<( 00 0::;- a::: ~o z-l .:tl..l.. CD a::: a::: ::J<( CD:::::!:" Vl" 00(0 \f)-l"<t 1'<')01'<') SCALe:. 3/16= 1'-0" DATe:. 8/94 DRAWINO N' ENGPLNE2 DRASRDBY~: SEAL r\ I .., #~ ~ 4'" \ SHEET # [p)~~ ) ~ ~:I' J .055 X 3D HEADER EXTRUS10~ fASTEN TO PA/IIEL wI 18 X 9/15' TEK'S ON 80TH SIOlOS 0 1 t' O.C.. [ AlTACH TO HOST STRUCTURE wI . ~ APPROPRIATE FASTENER fASTENER , ~ SPACING de WE BASED ON ~ MATERIAL OF HOST STRUCTURE. :>"" ,:':....,::,::::,' ,..1~4" PER FT. MIN. SL~E ':"i:':':':':'.':'.'.'.'.':':'.'.':'.'.':':':':'.':'.,:..,:.', .. ....... ................... ... ...... ."., ..... ..........,..,..... "",. ,. ..... .055 X " REWVING CHANNEL EXTRUSION ,k-t 3" FASTEN TO WALL PA/IIEL wi #8 X 9/16' ~ JJ..........,: TEK'S ON 80TH SIDES @ i3" O,C.. , ::::::::,~ FASTEN TO ROOF PANEL W/ #10 X 4' S,M.S, wi 1/4' X 1 1/t' S.S. NEO. WASHER @ if O,C.. J c-; .055 X 3" RECEIVING CHANNEL EXTRUSION FASTEN TO WALL PANEL W/ #8 X 9/16" TEK'S ON INSIDES @ ff' O,C.. FASTEN TO WINDOW USING WINDOW FLANGES W/ #8 X 9/16" TEK'S @ ff' O.C.. : . """".... r-- ..~ .055 X 3" RECEIVING CHANNEL EXTRUSION FASTEN TO WALL PANEL wI #8 X 9/16" TEK'S ON INSIDE @ ff' O.C.. \ FASTEN TO WINDOW USING WINDOW FLANGE W/ #8 X 9/16" TEK'S @ ff' O,C. -.., ....i...r ....... '.' ';" .055 X S' RECEIVING CHANNEL EXTRUSION ' . , FASTEN TO WALL PA/IIEL wI 68 X 9/16" .. TEK'S ON 80TH SIDES @ 8" O.C.. ~ FASTEN TO SLAB W/ 1/4. X 1 1/4" TAPCON ,.., , ANCHOR OR EQUAL @ 24' O,C.. ... , .. ... .... . ;,;,:..':..'...':..~ '4.,., <I '11..., ,14" .. ,', . W 4 '.... .." .'" .' ..' . .0 .... ~ .. .. ...' . . ... ,. '.. 4 " . ., ';, . .. . '" ,': ... . '~'.. .~. . .~'. .7" 41' . ....... ~ " ...' .'!I' : '," . ," ..-\... ,'. ... . .' . : " '. ... 3" ROOF PANEL MIN. 1.060 X 3D GUTTER EXTRUSION, I FASTEN TO PANEL wI 1i8 X 9/16" TEK'S BOTH SIDES @ ft' O,C.. /~ ..... ,', .:..1'- ,. ........'..,..il', ~ HEADER PANEL MIN. WINDOW 3" NOTE DRAWINGS PRESENTED, REPRESENT A IYPICAL ROOM SIZE AND DESIGN, AS ROOM DIMENSIONS VN/,Y, SIZiNG OF ROOF AND WALL COMPONENTS WILL VARY. SEE SPA/II CHARTS FOR ,\LLOWABLE CLEAR SPANS FOR VARIOUS PANEL/ EXTRUSION THICKNESSES AND IYPES. USE EXTRUSIONS OR BREAK-FORMED METAL THAT CORRESPOND TO PANEL THICKNESSES FOR EACH ROOM SIZE.. SEE IYPICAL WALL SECTION A!~D CONNECTION DETAILS FOR FASTENER LOCATION, TYPE, SIZE AND SPACiNG. KICKER PANEL MIN. CONCRETE SLAB MIN, II>' TYPICAL GLASS ROOM WALL SECTION '" ./ 3" HEADER EXTRUSION FASTEN TO PA/IIEL wI #8 X 9/15' S,t.4.S. ON 80TH SIDES 0 1 t' O.C.. [ AlTACH TO HOST STRUCTURE WI APPROPRIATE FASTENER. FASTENER ~ SPACiNG de WE BASED ON MATERIAL OF HOST STRUCTURE. 1/4" PER :':",,:,:,, ",.,. ,. "..,. ~ ~ ............ ........... ,... ..,,,. ,."........ ............. .. .., .. '::j:'... FT. MIN. SLOPE .. ..........., ............, ..... ..... .., ,.. ............. ........... .., ..,.................. 3" ROOF PANEL MIN. I 3" GUTTER EXTRUSION' ',1 FASTEN TO PA/IIEL wI 18 X 9/16" S,M,S. BOTH SIDES @1t' O.C.. .~/ ~ ::r F" ,.,' '..,...,.. " , '.'"'' '..... , ~ <;PI JIT .044 X 2" X 2" PATIO EXTRUSION FASTEN TO .050 X t' X t' POST W 1 C X 1 1/2' S.M.S, USING SCREW 80SS ('/, ~ER POST, FASTEN TO ROOF PANEL W/ #10 X 4' S.M,S, W/ 1/4' X 1 1/t' S.S. NED. WASHER @ 6" O,C.. .044 X 1. X 2. OPEN BACK EXTRUSION FASTEN TO Z' X S' POST Wj #10 X 1 1/Z' I S,M,S. USING SCREW 80SS (4) PER POST. ~ . FASTEN TO SLAB W/ 1/4' X 2 1/4. TAPCON ANCHOR OR EQUAL SpACED 0 24 O.C.. ~ " ,.' .. 4. . . ~4 } '~.,1 4" .044 X 2" X 2" PATIO EXTRUSION FASTEN TO t' X S' POST WI AN iNTERNAL CLIP USING (6) 68 X 9/16" S.M,S.. . . 4,'. . '. "'~..' .. ... ,,' . . .... 4 .~ . . .' .' , ...... .. '4:1 "'" ,~ , ,."\,, ,', . ... .' . M ~w . 4. .~~ .. ~' .... ... 2" X 2" POST MIN. SCREEN WALL Of- I1!1!JZ oj:! @,,:5 ",(11 ~6 ~U lSlz lS~ ~ ~a. N @9 I"') w <( O(;jtiOv l1!1!JoWCil' 0::01' @llti~1 @O::f- .1' lSt1ffi~~ ;~~~i ~:=!~Ei::.-i 2:~ow U~a.f- REVISIONS "''''00 i.ONN NlD~ i.ONoo I I I Oli.Oi.O Ni.Oi.O Noooo I I I Ot<)1<') O~~ 000000 l-,x ~~ WUI..L- 00 --' ::: z o i= ~ z /~: f1~~ (' ~~ V':J~ ~a:~ \ri UJ o ~~ 00 0::- 0:: ~O Z......l ~I..L- CO 0::0:: :::>~ co:::i:", Vl'" OOlD i.O-'~ 1<')01<') SCALE:; 2"=1'-0" DATE. 8/94 DRAWI....O H' ENGSECEO DRA~RD avo I SEAL CONCRETE SLAB MIN. III;:j II TYPICAL SCREEN ROOM WALL SECTION /" /' SHEET # W!J~~ 3" WALL PANEL 1" ;( 1" ANGLE #8 X 9/10' TEK SPACED @ 8" O,C. BOTH SIDES. Cd) PANEL WALL CORNER DETAIL PE1 #10 X j 1/Z' S.M.S. OR WOOD SCREW SPACED @ 16" O.C. 3" #8 X 9/10' TEl< SPACED @ r5' O.C. BOTH SIDES SEAlMT 3/4" PLYWOOD 2 X p.r. JOIST 2 X p.r. HEADER G:J PANEL WALL TO DECK DETAIL . PE1 EXISTING HOST STRUCTURE WOOD fRAME, MASONRY OR OTHER CONSTRue. #8 X 9/' 0' TEK SPACED @ 8" O,C. BOTH SIDES FOR MASONRY USE 1/4" X 2 1/4" TAPCON ANCHOR OR EQUAL SPACED @ 1 Z' O,C. FOR WOOD USE #10 X ," S.M,S. OR WOOD SCREW SPACED @ 1 Z' O,C. QJ PANEL WALL TO HOST PE1 DETAIL FOR MASONRY USE 1/4" X 1 1/4. TAPCON ANCHOR OR EQUAL SPACED @ 24. O.C. FOR WOOD USE #10 X 1 '/Z' S.M.S. OR WOOD SCREW SPACED @ 1 Z' O,C. SEAlMT :5' HEADER EXTRUSION EXISTING HOST STRUCTURE WOOD FRAME. MASONRY OR OTHER CONSTRUC. ~ ROOF PANEL TO PE- / :5' ROOF PANEL #8 X 9/10' TEK SPACED @ 8" O.C. BOTH SIDES HOST DETAIL .024 X 1 Z' ALUM. RIDGE CAP 1/4" X 2 1/Z' H.H.M. THRU-BOLT wi NUT & WASHERS SPACED @ 10' O,C, SELF-MATE BEAM #8 X 9/10' TEK SPACED @ 10' O.C. BOTH SIDES ~ROOF TO V- RIDGE BEAM DETAIL #8 X 9/10' TEK SPACED 0 8" O.C. BOTH SIDES :5' ROOF PANEL 3" VAlMCE EXTRUSION ~ ROOF PANEL TO FASCIA DETAIL PE- TYPICAL CONNECTION DETAILS / .024 X 10" AlUM. ,RIDGE CAP 110 X 4" S.M,S, W/ 1/4" X 1 1/Z' 5.5. NED. BACKED WASHER SPACED 0 8" O,C. #8 X 9ft r5' TEl< SPACED 0 r5' O.C. Born SIDES " b #8 X 9/10' TEK SPACED @ 24" O.C. BOTH SIDES #8 X 9/16" TEK SPACED @ 10' O,C. BOTH SIDES SELF-MATE BEAM o ROOF TO PE- RIDGE BEAM DETAIL ROOf PANEL REVISIONS r-..r-..aJ LONN N<.D~ LONOO I I I O'lLOLO NI/'ll/'l NOOaJ I I I Ol'f'll'f'l o~~ OOaJaJ .!--Jx <l:<l: wUI.J... 00 - -J 3 z o i= <l: Z o <l:<l: 00 ~- a::: ~o ZC <l: m . a::: a::: ::><l: m::::i:r-.. Vlr-.. OO<.D LO-Joo;t 1'f'l01'f'l SCALE: 3" == 1 '- a" DATE. 8 94 DRAWING H' E~GDTLS 1 ORA'NN BV: :5' FASCIA EXTRUSION ~WW@[fi)@@ ~a [ID@[fi)[fi)@Wll [?)a~a CNlL ENGINEER - DEVELOPMENT CONSULTANT t139 HERBERT STREET PORT ORANGE, FLORIDA 32119 TEL (904) 767-4714 SHEET # ~[Q)~ , )--, ,~ : (f}2: ,Z,<(~, ,WO~, , OLL <( , , , () , , (f)u) il : ,m '. >-- ' '~CL~ ' , . '-..../ W o ' , , , 0;:-' 2~' '=>w' , W' z~ 2(j) : ,=:) , .--J W ' '<t: 0 ' , <( , N:J , ,nC) , ,0,: ,~: ..q-' , ,NCC ' ':00: , b .--:-.:..1 '("" n ',I, ' , , I , , , I . , . . . . . . . . , . . . . . (Q tJl o ' 0J' ,0 - l--- ,,9/ ,,9/ ,S / ,;v / "r \ , I ~ w Z <( ~ w ~ (/) o (L ~ o u ~ Ur , I 0 JD , I~ ~ Ul J '--.l' , '-J ' , '<J:: ' , '3.=' , ,>- ' , ,0::: 3: , ,C)W , ' 0::: -' 0 ,;q- (f) ,,,- I~ ~ ''--.: , :r- :~ , (/)2' : 'z<(~' 'WO~ ' , ' ,<(, ,DLL:U' , (J) "CL : , rn~'>-' , :-J o...J-.,.- ' , ' .'-/ 'W ' ,0 " ,~ - ..-- o wW :::::JO- "ifUl J, ' ~ . . . . I:, 9l/L ~'" , , " 2 ,:=), ,Z , '2' ,IT), ' , '.=:) (f).....:J ' o<c N ~n' ,to, ' , ~o '-, , '- ' :"'~ v' , ('\,J' , ,0: ,,~,~~ ~, , ',:, b-j' :,(, :t'J:: . . . . . . . . . . . , , , ' " ' ,co, II) 04, o o .c:::-- ~ --.a ......J W Z <( (L w ~ (f) o (L 2 o U (L <( Z (f) I LL --.J <( I j REVISIONS r--r--N Lf)NO N<.DOO Lf)NN I I I <:nLf)-.j' NLf)Lf) >- NOOOO , ....J I I I :~: OI<')l<') , ....J o~~ ,<( , ,(j}2 ' 000000 $ I 'z<(~' ,[x) W ~....lX ,>- ' 'WO~' << , Cr:: ,5: '''-.. z wOu... , OLL <( , DO ,Q,W ,10 -I -....l ,0::: ' , () ~ 3: "- [L' z U ' (f)vj CL 0 ' ;q- (f) :: ' VI W 1= "- IT) .>- ..q- < .....:JO.:..~ ,0 Z z .-- :xo . "-...-/ W' 0 <( 0 ::N 5: (L W ~ = {f) 0 (L ~ 0 D << U 00 0:::- e::: m ~O z....l <u... (J) . !D e:::e::: 0 m :J< CO;:Er-- . Vlr-- 00<.0 {f) Lf)....l-.j' :10, 1<')01<') . '~' SCALE: '''"'- 0 "'=1" DATE, :~, 3 94 DRAWING If' ENGPNLS1 DRAWN BY' SRD "ll l81 "ll ~ 91 "ll l v j llJIDWI1'@IT1!@@ ~a ~@ITU[j'i}@11'(t~ w.>~~a CNlL ENGINEER - DEVELOPMENT CONSULTANT 1139 HERBERT STREET PORT ORANGE, FLORIDA 32119 TEL (904) 767-4774 [?) [Q) ~ #10 X 1 1/t" S.M.S. SPACED @ 24" O.C. SCREEN SCREEN 1" X t" OPEN BACK EXTRUSION :t' X :t' P<lST D<TRU5'ONJ SCREEN ROOM CORNER DETAil 2 X LUMBER P.T. RIM JOIST SCREEN WAll TO DECK DETAil t' : EXISTING HOST STRUC11JRE WOOD FRAME. MASONRY OR OTI-lER CONSTRue. FOR MASONRY USE 1/4" X 2 1/4" TAPCON ANCHOR OR EQUAL SPACED @ 24" O,C. FOR WOOD USE #10 X t 1/t" S.M,S. OR WOOD SCREW SPACED @ 24. O.C. SCREEN WAll TO HOST DETAil EXISTING FASCIA #10 X 1 1/t" S.M,S. OR WOOD SCREW (1) PER RAfTER OR TRUSS TAIL HEADER EXTRUSION SEAlANT #10 X 3/4. S.M.S. OR WOOD SCREW SPACED @ 1 t" O.C. Q:) ROOF PANEL TO FASCIA DETAIL PE- ~ ~.1 SEAlANT 3 1/t" X t" SUPER GUTTER CUP FASTEN W/ (2) #8 X 9/1 r5' S.M,S. SPACED @ 24" O.C, SEAlANT #10 X 4" 5,1.1,5, W/ 1/4" x 1 1/'2:' NEOPRENE BACKED S,S. WASHER SPACED @ 1 t" O.C. 3" RECEIVING CHANNEL FASTEN TO PANEL W/ 6a x 9/1 r5' S.M,S, BOTH SIDES SPACED @ 6. O,C, 3" ROOF PANEL W/ MIN. 1/4" /FT. SLOPE 1 /4" X a" UlG SCREW (1) PER TRUSS/RAfTER TAIL. AND 1/4" X 5" UlG SCREW SPACED @ 12" O,C. 1/2" DIA SCH. 40 PVC FERRULE #10 X 2' S,M,S SPACED @ 12" O,C. SUPER GUTTER SUPER GUTTER - EXISTING ROOF TO PANEL ROOF DETAil" A' SEAlANT 5 1/'2:' x t" SUPER GUTTER CUP FASTEN w/ (2) #a x 9/1 r5' S,M,S, SPACED @ 24" O,C, #10 X 't' S.M,S, SPACED @ 1 t" O.C, '2:' GUTTER LIP ON PANEL SEAlANT 1/t" DIA. SCH. 40 PVC FERRULE 1/4" X g' UlG SCREW (1) PER TRUSS/RAfTER TAIL, AND 1/4. X 5" UlG SCREW SPACED @ 1 t" O,C. S' HEADER EXTRUSION FASTEN TO PA."IEL w/ #8 X 9/1 r5' S.M,S, EACH SIDE SPACED @ 1'2:' O,C, FASTEN TO GUTTER W/ UlG BOLT AS SHOWN S' ROOF PANEL W/ fAIN, 1/4" /FT. SLOPE SUPER GUTTER - EXISTING ROOF TO PANEL ROOF DETAil" B" REVISIONS i'i'cx) U')NN NUJ~ U')Ncx) I I I Q)U')U') NU')U') NCOCX) I I I 01<')1<') o~~ CX)CX)CX) .!-....Jx <t<t wUu.. 00 -....J 3: Z o i= <t Z o <t<t 00 0:::- 0::: ::.:::0 z....J <tu.. m . 0:::0::: :J<t m::::!:i' V1i' oOUJ U')....J.q- 1<')01<') SCALE, 3"=1 '-a" DATE' 8 94 DRAWING N' ENGDTLS2 DRAW BY: SRD TYPICAL CONNECTION DETAILS ~W[f@lJ'i)@@ rgo ~lJ'i)lJ'i)@Wi ~ argo CNlL ENGINEER - DEVELOPMENT CONSULTANT 1139 HERBERT STREET PORT ORANGE, FLORIDA 32119 TEL. (904) 767-4774 ~[Q)~ [M(Q)lf~ CHART SHOWS MAXIMUM CLEAR SPANS FOR ALUMINUM SNAP-N-LOCK PANELS USED IN OPEN STRUCTURES, ALUMINUM SNAP-N-LOCK PANELS MAY BE USED IN EITHER A WALL OR ROOF APPLICATION. ~~~[p)o(N]o[L(Q)(C[K\ (Q)[P)~[N] ~urrulUJ(C;ulUJ[R1~ [M]blli~[M1(UJ~ ~[p) ~~ ~G9]~[R1lf (G(Q)~(P)(Q)~~lF~ (p)~[M~[L A PANEL WIND SPEED 100 M.P.H. 110 M.P.H. 120 M.P.H. L THK. OVERHANG 0' 1.' 2' 3' 4' 0' l' 2' 3' 4' 0' l' 2' 3' 4' u ~ .024 19'-2" 19'-3" 19'-1' 20'-1" 20'-9" 17'-6" 17'-1' 17'-11" 18' - 6" 19'-3" 16'-2" 16'-4" 16'-8" 1 7' - 3" 18'-0" M ~OO ALUMINUM I u G ,032 21'-5" 21'-6" 21'-9" 22'-2" 22'-10" 19'-6" 19'-8" 19'-11" 20'-5" 21'-1" 18'-1" 18'-2" 18'-6" 19' -0" 19' _gO ,:,:.:.:,:.:.:,:.:,:,:~',',:,:,:.:,:, N E U G .024 21'-4" 21'-5" 21'-9" 22'-2" 22'-10" 19'-6" 19'-1' 19'-11" 20'-5" 21'-1" 18'-0" 18'-2" 18'-6" 19'-0" 19'-9" M ~OO A . . . . . . . . . . . . . . . , . . . . . . . U . . . . . . . . . . . . . , . . . . . . ~ . , , , . , . FOAM, . , G .032 24'-1' 24'-8" 24'-11" 25'-4" 25'-10" 22'-5" 22'-6" 22'-10" 23'-3" 23'-10" 20'-9" 20'-11" 21'-2" 21'-8" 22'-3" -=:: ",'~ :::- E . . , . . . . . . . . . . . . S . . . . . , . . . , , , , , , . . , . . . . X ' . . . .. .. ..~ . , , . N .024 23'-11" 24'-0" 24'-3" 24'-8" 25'-2" 21'-10" 21'-11" 22'-2" 22'-1' 23'-3" 20'-2" 20'-3" 20'-1' 21'-1" 21'-8" . . . . . . . . . , . . .. .., A @OO U . . . . . . . . . . . . . . . , . P G .032 27'-6" 27'-1' 27'-10" 2.8'-2" ' 28'-8" 25'-2" 25'-3" 25'-6" 25'-10" E 26'-5. 23'-3" 23'-4" 23'-1' 24'-0" 24'-1' ALUMINUM ~ - N @oo .024 26'-2" 26'-3" 26'-6" '26'-11'.' 27'-5" 23'-11" 24'-0" 24'-3" 24'-8" 25'-2" 22'-2" 22'-3" 22'-10" 22'-11" 23' - 6" U G .032 30'-2" 30'-3" 30'-6" 30'-9" 31'-3" 27'-7' 27'-8" 27'-10" 28'-2" 28'-8" 25'-6" 25'-1' 25'-10" 26'-3" 26'-9" FOAM- 1.0# DENSItY E.P.S. L E ALUMINUM- 3105-H14/H25 ALLOY 0 ~ .024 30'-2" 30'-3" 30'-5" 30'-9" 31'-2" 27'-6" 27'-1' 27'-10" 28'-2" 2.8'-1' 25'-6" 2S'-1' 25-10" 26'-2" 26'-9" C ~OO u PATENT # 4,769,963 & 5,086,599 K G .032 34'-2" 34'-4" 34'-6" 34'-10" 3S'-2" 31'-3" 31'-4" 31-6" 31'-10" 32'-3" 28'-11" 29'-0" 29'-3" 29'-1' 30'-0" E ~[L tr~[g1[M~ tr~ (Q)(P)~[M ~tr[g1lUJ~ul1JJ[gl~ ~bllio ~[p~[M (G[}={]~(g1u [Q)~~[Q) q? [L~~~ [L(Q)~[Q) ~~[Q) ! (Q)~ ~~(Q)~ [L(Q)~[Q) A PANEL LOADING DL + LL @ 22 #fSQ. FT. DL + LL @ 32 #/SQ. FT. DL + LL @ 42 ~fSQ, FT. DL + LL @ 57 ~/SQ. FT. L THK. OVERHANG 0' l' 2' 3' 4' 0' l' 2' 3' 4' 0' l' 2' 3' 4' 0' l' 2' 3' 4' u ~ .024 1S'-10" 1S'-11" 16'-4" 16'-11" 17'-9" 13'-1" 13'-3" 13'-8" 14'-5" 1S'-4" 11'-5" 11'-1' 12'-0" 12'-11" 13'-11" 9'-10" 10'-0" 10'-1' 11'-6" 12'-1' M ~OO U I G .032 17'-8" 17'-9" 18'-1" 18'-8" 19'-4" 14'-8" 14'-9" 1S'-2" 15'-10" 16'-8" 12'-9" 12'-11" 13'-4" 14'-0" 15'-1" 10'-11" 11'-1" 11'-8" 12'-6" 13'-6" N E . U G .024 17'-7' 17'-9" 18'-1" 18'-1' 19'-4" 14'-1' 14'-9" 15'-2" 1S'-9" 16'-8" 12'-9" 12'-11" 13'-4" 14'-1" 15'-0" 10'-11" 11'-1" 13' - 6" M ~OO A 11'-8" 12'-6" U G .032 20'-4" 20'-5" 20'-8" 21'-2" 21'-10" 16'-10" 16'-11" 17'-4" 17'-11" 18'-8" 14'-8" 14'-10" 1S'-3" 15'-10" 16'-9" 12'-1' 12'-9" 13'-3" 13'-11" 14'-11" E S ~ N @oo .024 19'-9" 19'-10" 20'-1" 20'-1' 21'-3" 16-4" 16'-6" 16-10" 17'-5" 18'-2" 14'-3" 14'-S" 14'-10" 15'-6" 16'-4" 12'-3" 12'-5" 12'-10" 13'-8" 14'-1' A u c>' "_ P G .032 22'-9" 22'-10" 23'-1" 23'-3" 24'-1" 18'-10" 18'-11" 19'-3" 19'-9" 20'-6" 16'-S" 16'-1' 16'-11" 1 7' - 6" 17'-10" 14'-1" 14'-3" 14'-8" 1S'-4" 16'-3" E N ~OO ~ .024 21'-1' 21'-9" 22'-0" 22'-5" 23'-1" 17'-11" 18'-0" 18'-4" 18'-11" 19'-1' 15'-8" 15'-9" 16'-2" 16'-9" 17'-1' 13'-5" 13'-1' 14'-0" 14'-8" 15'-1' U G .032 24'-11" 25'-0" 25'-3" 25'-8" 26'-2" 20'-8" 20'-9" 21'-1" 21-6" 22'-2" 18'-0" 18'-2" 18'-5" 19'-0" 19'-9" 15'-6" 15'-1' 16'-0" 16'-1' 17'-5" L E 0 ~ .024 24'-11" 25'-0" 2S'-3" 2S'-1' 26'-2" 20'-8" 20'-9" 21'-0" 21'-6" 22'-2" 18'-0" 18'-2" 18'-5" 19'-0" 19'-8" 1S'-6" 15'-1' 16'-0" 16'-1' 17'-5" c ~OO U K G .032 28'-3" 28'-4" 28'-1' 28'-11" 29'-5" 23'-S" 23'-6" 23'-9" 24-'-2" 24'-9" 20'-6" 20'-6" 20'-10" 21'-4" 22'-0" 17'-7" 1 7' - 8" 17'-7" 18'-1' 19'-3" E REVISIONS l'-l'-N I.ONO N(QOJ I.ONN I I I 0l1.O..q- NI.OI.O NOJOJ I I I Oti'lti'l 0.-.- OJ OJ OJ .!.-.Jx <(<( wUI..1.. 99 ~ z o i= <( z o <(<( 00 0:::- 0::: ~o z-.J <(1..1.. OJ _ 0:::0::: ::J<( OJ::::i:l'- Vll'- OO(Q 1.O-.J..q- ti'l0ti'l SCALE. NONE DATEI 7 94 DRAWING ii' SPANCH1B ORA a I SRD SEAL UW[f'@[j'j)@@ [go [ID@[TD[j'j)@W~ [}?) o[go ClVIL ENGINEER - DE.VELOPMENT CONSULTANT (c3?~<1 1139 HERBERT STREET ~~ U PORT ORANGE, FLORIDA 32119 TEL. (904) 767-4774 TABLE 2: MAX. FRONT WALL BEAM SPANS fOR SCREEN &: G!J\SS ROOMS ALUMINUM ALLOY 6063 T-6 TABLE 4: MAX. ROOf AREA FOR ALUMINUM CARPORT POST FOR ALLOWABLE ROOf AREA USE 'lRIBUTARY AREA OVffi posT" EXAMPlE: S/2 = 1 &: W/2 = 6', + 2' O.H. = rx 8' = AREA OF 56 SF POST TYPE MAX. ALLOW. ROOf AREA FOR VARIOUS TYPE POST IN Sf DESIGNJ.OADSJ,ND WlND_~oalYJ.OADS_ POST HGT POST MAX # WALKON 100 MPH 110 MPH 120 MPH. 3'c3'xO.060' ~OLL FORMED" 12'- O' 5,200 260 347 289 248 16'- O' 3,640 182 243 202 173 tx....2.x_0.093. _OR....2.x_3.c005O. .DlRUSION. 1- 9' 6,960 348 464 387 331 12'- O' 4,060 203 270 226 193 3.x....2.cO.070. J:XlRUSION. 8'- 2' 7,100 426 567 473 406 12'- O' 4.970 249 331 276 236 3'c3'xO.060' _SCALLOPED. 11'-10' 8,640 432 S76 480 411 16'- O' 6,120 306 408 340 291 3'c3'x_0.90' _11JBE. 11'-10' 12,960 648 864 720 617 16'- O' 9,180 4S9 612 S10 437 3'x_3'x 0.12S' _TUBE. 13'- 3" 13,500 675 900 750 643 16'- O' 8,000 500 667 S56 476 4'c4'x 0.12S'_TUBE. lS'- 9' 23,280 1164 1588 1293 1109 20'- O' 18,430 921 1229 1024 878 . ALLOY 6063 T-6 .. ALLOY 3105 H16 110 MPH W. L 6'- O' S'- 6' 5'- l' 4'- 9' 4'- 6' 4'- 6' 6'- 8' 6'- I' S'- 8' 5'- 3' 5'- O' 4'- 8' 8'- 5' 1- 8' 1- l' 6'- 8' 6'- 3' 5'-11' 1- o' 6'- 5' 5'-11' 5'- 7' 5'- J' S'- O' 9'- O' 8'- 3' 1- 7' 1- l' 6'- 8' 6'- 4' TABLE 2: MAX. ROOf BEAM SPANS FOR CARPORTS, SCREEN &: VINYL ROOMS AND OTHER OPEN SlRUCTURES WI SOOD ROOfS 6063 T-6 ALLOY REVISIONS BEAf.l SlZE NOTt: FOR SPAN 'L' ON DRAWING USE WIDTH 'Vi 12 + O.H. 2'x 3'xO.05O' TILT BEAf.l EXAMPlE; WIDTH = g'/2 + 2'= 9' \001H tOO MPH W. L 110 MPH W. L 120 MPH W. L S' g'- 3" 8'- S' 8'- O' 6' 8'- 5' 7'- 8' 1- 4' 7' 7'- 10' 7'- l' 6'- g' 8' 1- 4' 6'- 8' 6'- 4' g' EXAMPLE 6'- 10' 6'- 3" S'- 11' 10' 6'- 6' 5'- 11' 5'- 8' ,,' 6'- 3' S'- 8' 5'- S' 12' S'- 11' S'- 5' 5'- 2' 2'x 4'x O.OSO'x TILT BEAM 5' 11'- 3' 6' 10'- 3' 7' 9'- 6' 8' 8'-11' g' a'- 5' 10' 8'- o' 11' 7'- 7' 12' 7'- 3" 2'x 4'x O,044'x 0.120' S,M,8. s' g'-10' 6' 13'- 6' 7' 12'- 6' a' 11'- 8' g' ,,'- o' 10' 10'- 5' II' 10'- o' 12' g'- 6' 2'x 5'x O,050'x 0.120' S.M,B. s' 11- 6' 6' 16'- o' 7' 14'-10' a' 13'-10' g' 13'- o' 10' 12'- l' 11' 11'-10' 12' 11~ 3" 2'x 6'x 0.05O'x 0.120' S.MB. 5' 20'- 6' 18'- g' 17'-10' 6' la'- 9' 17' - l' 16'- 6' 7' 17'- 4' 15'-10' 15'- o' a' 16'- 3" 14'-10' 14'- l' g' 13'- 3' 14'- o' 15'- 4' 10' 14'- 6' 13'- 3' 12'- 5' 11' 13'-10' 12'- 8' 12'- o' 12' 13'- J' 12'- l' 11'- 6' 2'x 7"x 0.05O'x 0.120' S.M,8. 1 19'- l' 17'- 5' 16'- 6' 8' 11-10' 16'- 3' 15'- s' g' 16'-10' 15'- 4' If- 6' 10' 15'-11' g'- 6' 13'- g' II' 13'-10' 13'- 2' 12'- t 12' If - 6' 13'- ). 12'- 7' 13' If- o' 12'- 9' "'-10' 14' 13'- 6' 12'- ). 11'- 4' 2'x 8'x 0.070'x 0,224' S.M,B. 1 25'-10' 2)'- 7" 22'- 4' DI- []J!JJz a' 24'- 2' 22' - o' 20'-11' D~ g' 22' - 9' 20'- 9' 19'- 8' @"s 10' 21'- 7' 19'- a' 18'- 8' ""Ul z 11' 20' - 7' 18'- 9' 11-10' i8 12' 19'- 8' 18'- o' 11- l' 13' 18'-1" '1- 3' 16'- o' 1S'i 14' 18'- 3' 16'- a' 15'- 5' IS~ 2'x g'x 0.070'x 0,224' S.M,B. @)a. 1 2a'- o' 25' - 7" 24'- ). [Q]]d 8' 26'- 2' 23'-'" 22' - 8' D (;j tJ <t g' 24'- 8' 22' - 6' 21'- 4' []J!JJ a ~ - l' l' 10' 23'- s' 21'- 4' 20'- 3' ~ I l- ll' 22'- 4' 20'- 4' 19'- 4' o Cl:1- . 12' 21'- 4' 19'- 6' 18'- 6' IS l::i ffi t5 r- 13' 20'- 6' 18'- g" 1]'- 5' @)~<D~r" 14' 19'-10' la'- l' 16'- g' bc.:>Cl: v ~CJ~oe ~::::!~~ .J ~~ow (J~a.f-- 120 MPH W. L 5'- 7" 5'- t f- a' 4'- 5' 4'- 2' )'- 11' s'- 2' 5'- a' 5'- ). 4'-10' 4'- 7" 4'- 4' 8'- o' 1- 3' s'- g' 6'- 4' 5'-11' 5'- a' s'- 6' 5'-11' 5'- S' 5'- 2' 4'-10' 4'- S' a'- 4' ]'- 7' 1- o' s'- 2' 6'- 2' 5'-1" TABLE 5: ISOlAlED FOOTINGS TABLE 3: MAXIMUM lENGTH Of UPRIGHTS FOR SCREEN OR GlASS ROOMS MAXIMUM ROOf AREA IN SF FOR CARPORT POST WI ISa.ATED FOOTING ALUMiNUM ALLOY 6063 T-6 FOR BELOW US TED WIND VUOCllY UPUFT LOADS FOOTING TYPE &: SIZE 100 MPH 110 MPH 120 MPH USING SCREEN PA."IEL WlD1H .yt FROM DRA'MNG, SElECT MAX LENG1H Of POURED CONCRETE UPRIGHT "Ii' FROM TABLE BELOW "-O'X 1'-O'X 1'-0" 29 25 21 1'-4'X 1'-4'X 1'-4' 86 72 61 WlD1H 'Vi = .J{l' 42' 48' 54' 60' 6S' 72' 78' l' -6'X l' -6'X 2'-0' 163 116 EXTRUSION 136 2'x 2'x 0,044' g'- t a'- 6' 1-11" 1- 6' 1- l' 6'- g' ,'-a"x l'-a'X 2'-0' 187 156 134 l'-a'X 1'-a'x 2'-6' 275 229 196 tx tx 0.050' 10'- 2' g'- s' 8'-10' 8'- 2" 1-11' 1- 6' 1- t 6'-'" 2' -O'X 2' -O'X 2'-0' 346 288 2S7 2'x 2'x 0.09)' 12'-10' 11'-10' 11'- " 10'- 6' 9'-11' 9'- 6' 9'- l' a'- 8' 2'-s'x 2'-6"X 2'-6' 463 386 331 PRE-CAST StAB Wi 80# SACK-CRETE & BACKFlLL OVffi StAB 3'x tx 0.050' 10'- a' 9'-11' 9'- 3" 8'- g' a'- ). ]'-11' 1- 6' 1- ). l'-4'X 1'-4'X 2'-4' 117 97 56 2'x 3'x 0.050' 12'-10' 11'-'" 11'- l' 10'- S' 9' - ". g'- S' g'- l' a'- g' 3"x 2'x 0.070' 1)'- a' 12'- a' l1'-lO' 11'- t 10'- 6' 10'- " g'- a' g'- ). FOR SPAN = 'L' ON ORA'MNG USE .yt 12 + O.H. BEAM SIZE EXAMPlE: WID 1H OF 14' = 14'/2 + 2' O.H. = 9' tx txO.OH' EXT "L' 100 MPH W. L 5' 6'- 7" 6' 6'- O' 1 5'- 7" a' s'- 2' g' EXAMPlE 4'- 11' 10' 4'- 8' tc2'x-0.05O'xJ:XT s' 1 - 4' 6' 6'- 8' 1 6'- 2' 8' 5'- g' 9' 5'- 5' 10' 5'- 2" 2.x....2.x-0.093. _OR....2.x 3'cO.050'.DT 5' 9'- )' 6' 8'- 5' 1 1-10' a' 7'- )' g' 6'-11' 10' 6'- 6' ).x....2.cO.05O.cEXT s' 1- g' 6' 7'- o' 1 6'- 6' 8' s'- l' g' 5'- g' 'a' s'- s' ).x....2.cO.070.x..-EXT s' 9'-10' 6' g'- O' 1 8'- 4' 8' 1- g' g' 1 - 4' 10' 1- O' NOTES: GlASS ROOMS: THE ADDITlON OF AN ALUMINU!.I FRAME/G!J\SS PA"lE WINDOW TO THE ABO~ FRAME SIZES INCREASES '!HE SlRENG'!H OF '!HE UPRIGHTS TO '!HE POINT lHAT lHE TOTAL SlRENGlH OF THE WINDOW A"ID UPRIGHT WILL HA"IDLE WIND LOADS. THE MININUf.l EXlRUSION FOR 100 AND 110 MPH WIND LOADS IS 2' x 2' x O.OH' A."IO 2' x 2' x 0.050' ADDITlONAL 2'x 2' 0.044' STUDS SHALL BE ADDED UNDER lHE a-tAIR RAIL 0 2' O.C. TABLES MAY BE INTERPOLATED FOR 000 DIMENSIONS THAT ARE BEMEN THE WIDTHS SHO'hN. BEAM CHARTS & Post Information 10'- 3' g'- 5' a'- 8' a'- 2' 1- a' 7'- 3' 6'-11' 6'- a' 13'- 6' 12'- 4' 11'- s' 10'- a' 10'- l' g'- 6' g'- l' 8'- 8' 16'- D' 14' - 7' 13'- 6' 12'- 7" 11'-11' 11'- 9' 10'- 9' 10'- 4' 9'- 9' a'-11' a'- ). 1- g' ]'- 3' 6'-11' 6'- 7' 6'- 3' t--t--N lllNa NIDCO lllNN I I I O1lll"<t Nllllll NCOCO I I I a 10') 10') a........ COCO CO I....JX ....<(<( wUI.J... 00 -....J 3= Z o i= <( z 12'-10' ,,'- a' 10'-10' 10'- l' g'- 6' g'- o' 8'- 7' 8'- 3' lS'- t 13'-10' ,1'-10' 12'- O' 11'- ). 10'- 8' 10'- 3' g'- 9' o <(<( 00 0::- 0:: ~o z....J <(I.J... CD . 0::0:: ~<( CD:::lEt-- V1t-- aOID lll....J"<t 10')010') SCALe:. NONE OATEI 8 94 DR WINO N. ENGBMCHB DR ~~~ [M(Q)lr~ CHART SHOWS MAXIMUM CLEAR SPANS FOR HALF-SNAP PANELS USED IN OPEN STRUCTURES. HALF-SNAP PANELS ~USED IN EITHER A WALL OR ROOF APPLICATION. ~~lL~D~~~[?) (Q)[pJ~~ ~u~(lJJCGu(lJJ[g1~ ~~~~~(!JJ~ ~[P) ~~ CGD4J~[g1lr ~(Q)~[?)(Q)~~lr~ [P)~[M~lL 0 PANEL WIND SPEED 100 M.P.H. 110 M.P.H. 120 M.P.H. s THK. OVERHANG 0' l' 2' 3' 4' 0' l' 2' 3' 4' 0' l' 2' 3' 4' B ~ / ~oo .024 14'-2" 14'-4" 14'-9" 15'-5" 16'-3" 12'-11" 13'-1" 13'-6" 14'-3" 15'-2" 12-0" 12'-1" 12'-1' 13'-5" 14'-5" I O.S.B. I u A G .032 15'-3" 15'-4" 15'-9" 16'-5" 17'-2" 13'-11" 14'-1" 14'-6" 15'-2" 16'-0" 12'-11" 13'-0" 13'-6" 14'-2" 15'-2" L E . . . . . , . . . . . . . . . . U , , , , . . . . . . , . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . ~", ....' FOAM'. ' . , . . ~ I --:: .--:: . . . , . . . . . . , . . . . . . . . , , N . , . u X .024 20'-2" 20'-3" 20'-1' 21'-1" 21'-g" 18'-5" 18'-6" 18'-10" 19'-5" 20'-1" 17'-1" 17'-2" 1 7' - 6" 18'-1" 18'-10" . . . . . .. ' . . . .~. . .. . .. .. '.. M @OO U . . . . G .032 21'-6" 21'-7" 21'-10" 22'--4" 22'-11" 19'-1' 19'-8" 20'-0" 20'-6" 21 '-2" 18'-2" 18'-3" 18'-1' 19'-1" 19'-10" ALUMINUM H E A O.S.B.- 7/16" L F FOAM - 1.0# DENSITY E.P.S. ALUMINUM- 3105-H14/H25 ALLOY s IX .024 21'-10" 21 '-11" 22'-2" 22'-1' 23'-3" 19'-11" 20'-0" 20'-4" 20'-9" 21'-5" 18'-5" 18'-6" 18'-10" 19'-5" 20'-1" N ~OO A u PATENT # 4,769,963 & 5,086,599 G .032 24'-10" 24'-11" 25'-2" 25'-6" 26'-1" 22'-8" 22'-9" 23'-0" 23'-5" 24'-0" 21'-0" 21'-1" 21'-4" 21'-10" 22'-5" p E ~lL u~[ffi~~ lf~ (Q)~~[M ~u[g1lLD~lfQJJ[ffi~ [M]~a ~[P) ~~ ~~~[ffiu [Q)~~[Q) 9 lL~'W~ lL(Q) ~[Q) ~[M [Q) ff (Q) [g1 ~[N](Q)\'fMllL(Q) ~[Q) 0 PANEL LOADING OL + LL @ 25 #/SQ. FT. OL + LL @ 35 #/SQ. FT. OL + LL @ 45 if/SQ. FT. OL + LL @ 60 if/SQ. FT. .'. S THK. OVERHANG 0' l' 2' 3' 4' 0' l' 2' 3' 4' 0' l' 2' 3' 4' 0' l' 2' 3' 4' B X / ~OlJ .024 11'-0" 11'-2" 11 '-8" 12'-5" 13'-5" 9'-3" 9'-6" 10'-1" 11'-0" 12'-3" 8'-2" 8'-5" 9'-1" 10'-1" 11'-5" 7'-1" 7'-4" 8'-1" 9'-3" 10'-8" U A G .032 11'-10" 12'-10" 12'-6" 13'-3" 14'-3" 10'-0" 10'-1" 10'-9" 11'-8" 12'-9" 8'-10" g'-O" 9'-8" 10'-8" 11'-11" 7'-1' 7'-9" 8'-1' 9'-8" 11 '-0" L E U M I N U X .024 15'-8" 15'-10" 16'-2" 16'-9" 17'-7" 13'-3" 13'-5" 13'-10" 14'-6" 15'-6" 11'-8" 11'-10" 12'-4" 13'-2" 14'-2" 10'-1" 10'-3" 10'-10" 11'-9" 12'-11" M ~lJlJ U G .032 16'-8" 16'-10" 17'-2" 17'-9" 18'-6" 14'-1" 14'-3" 14'-8" 15'-4" 16'-2" 12'-5" 12'-1' 13'-1" 13'-9" 14'-9" 10'-9" 10'-11" 11'-6" 12'-4" 13'-5" H E A L F S X .024 16'-11" 17'-0" 17'-5" 17'-11" 18'-9" 14'-4-" 14'-5" 14'-10" 15'-6" 16'-5" 12'-1' 12'-9" 13'-3" 13'-11" 14'-11" 10'-11" 11'-1" 11'-1' 12'-5" 13'-6" N ~lJl1 A U - G .032 19'-3" 19'-4" 19'-8" 20'-1" 20'-10" 16'-3" 16'-4" 16'-9" 17'-4" 18'-1" 14'-4" 14'-5" 14'-10" 15'-6" 16'-5" 12'-5" 12'-1' 13'-0" 13'-9" 14'-9" p E REVIS.IONS l"-l"-N I/)NO N\Ooo I/)NN I I f O'll/)"<t NI/)l/) Noooo I I I 01<')1<') 0.-.- 000000 I .-...JX <l:<( wUL..... 00 3...J Z o i= <l: z ~ .Jill .(! I-~ U~ :J~ a:~ I-i UJ o <l:<l: 00 a:: - a:: ~O Z.....l <l:L..... m . a:: a:: ::l<l: m:::i:l"- Vll"- 00\0 1.O...J"<t 1<')01<') seAL!;:. NONE DATE: 7 94 DRAWl G SPANCH58 SHEET # [L@~rr@ITi1@@ ~O ~ITi1ITi1@W~ [f)o~o CNlL ENGINEER - DEVELOPMENT CONSULTANT (cS?fP\iCQ) 1139 HERBERT STREET ~~~ PORT ORANGE, FLORIDA 32119 TEL (904) 767-4774 ~(Q)u~ CHART SHOWS MAXIMUM CLEAR SPANS FOR ALUMINUM SNAP-N-LOCK PANELS USED IN ENCLOSED STRUCTURES. ALUMINUM SNAP-N-LOCK PANELS MAY BE USED IN EITHER ~ OR ROOF APPLICATION. [)tl-p{ rrppI~ ./ ~~~~CJ~CJ[L(Q)((;[K< ~~((;[L(Q)~~ [Q) ~1J[g1lUJ((;ulUJ [g1~ ~M~~~~ ~~~~ ((;[H]~[g1u ((;(Q)~~(Q)~~U~ [p)~~~[L A PANEL WIND SPEED 100 M.P.H. 110 M.P.H. 120 M.P.H. L THK. OVERHANG 0' l' 2' 3' 4' 0' l' 2' 3' 4' 0' 1 ' 2' 3' 4' u IX .024 14'-3" 14'-5" 14'-10" 15'-6" 16'-4" 12'-6" 12'-1' 13'-2" 13'-11" 14'-10" 11'-7" 11'-9" 12'-3" 13'-0" 14'-1" M ~oo ALUMINUM I u G .032 15'-11" 16'-11" 16'-5" 1 7' - 0" 17'-10" 14'-0" 14'-1" 14'-6" 15'-3" 16'-1" 12'-11" 13'-1" 13'-6" 14'-3" 15'-2" . . . . . . . '.~ N E . . . . . . . . . .. ,... U G .024 15'-11" 16'-5" 16'-6" 17'-0" 17'-10" 1.3'-11 " 14'-1" 14'-6" 15-2" 16'-1" 12'-11" 13'-1" 13'-6" 14'-3" 15'-2" , . . . .. . M ~OO A U ".,. FOAM. G .032 18'-4" 18'-5" 18'-9" 19'-3" 20-0" 16'-1" 16'-3" 16'-1' 17'-1" 18'-0" 14'-10" 1S'-0" 1S'-S" 16'-0" 16'-11" """ :,..;' """ "'- E S A .'.~ N .024 17'-10" 17'-11" 18'-3" 18'-10" 19'-6" 1S'-8" 15'-9" 16'-1" 16'-9" 17'--; 14'-5" 14'-1' 15'-0" 15'-8" 16'-6" , .. A ~OO U , . . P G .032 20'-6" 20'-11" 21'-5" 22'-0" 18'-0" 18'-1" 18'-6" 19'-0" 19'-9" 16'-8" 16'-9" 17'-1" 1 7' - 8" 18'-5" E 20'--; ALUMINUM I~ .024 19'-6" 19'-1' 19'-11" 20'-5" 21'-1" 1-7'-1" 17'-3" 17'-1' 18'-2" 18'-11" 15'-10" 15'-11" 16'-4" 16'-11" 17'-9" N @OO U G .032 22'-6" 22'-1' 22'-10" 23'-3" 23'-11" 19'-9" 19'-10" 20'-2" 20'-8" 21 '-4" 18'-3" 18'-4" 18'-8" 19'-2" 19'-11" FOAM- 1.0# DENSITY E.P.S. L E ALUMINUM- 3105-H14/H25 ALLOY 0 I.:t .024 22'-6" 22'-1' 22'-10" 23'-3" 23'-10" 19'-9" 19'-10" 20'-2" 20'-8" 21 '-3" 18'-3" 18'-4" 18'-8" 19'-2" 19'-11" A C ~OO u PATENT # 4,769,963 & 5,086,599 K G .032 25'-6" 2S'--; 25'-10" 26'-3" 26'-9" 22'-5" 22'-6" 22'-9" 23'-2" 23'-10" 20'-8" 20'-10" 21 '-1" 21'-1' 22'-2" E ~[L Uo ~~((;[L(Q)~[g[D) ~U[g1~((;U~[g1~ ~Mo ~~~~ ((;[H]~~u [D)~~[Q) ~ [L~~~ [L(Q)~[D) ~~[D) f (Q)~ ~[M(Q)W [L(Q)~[Q) PANEL LOADING DL , LL @ 22 #/SQ. FT. DL + LL @ 32 #/SQ. FT. DL + LL @ 42 #/SQ. FT. DL + LL @ 57 ~/SQ. FT. A T L THK. OVERHANG A' l' 2' 3' 4' 0' l' 2' 3' 4' 0' 1 ' 2' 3' 4' A' 1 ' 2' 3' 4' u G .024 15'-10" 15'-11" 16'-4" 16'-11" 17'-9" 13'-1" 13'-3" 13'-8" 14'-S" 15'-4" 11 '-5" 11 '-1' 12'-0" 12'-11" 13'-11" 9'-10" 10'-0" 10'--; 11'-6" 12'-1' M ~OO A I U G .032 17'-8" 1 7' - g" 18'-1" 18'-8" 19'-4" 14'-8" 14'-9" 15'-2" 15'-10" 16'-8" 12'-9" 12'-11" 13'-4" 14'-0" 1S'-1" 10'-11" 11'-1" 11 '-8" 12'-6" 13'-6" N E U G . M ~OO A .024 17'-1' 17'-9" 18'-1" 18'-7" 19'-4" 14'--; 14'-9" 1S'-2" 1S'-9" 16'--8" 12'-9" 12'-11" 13'-4" 14'-1" 15'-0" 10'-11" 11'-1" 11'-8" 12'-6" 13'-6" U G .032 20'-4" 20'-S" 20'-8" 21'-2" 21'-10" 16'-10" 16'-11" 17'-4" 17'-11" 18'-8" 14'-8" 14'-10" 1S'-3" 1S'-10" 16'-9" 12'-1' 12'-9" 13'-3" 13'-11" 14'-11" E S ~ N ~oo .024 19'-9" 19'-10" 20'-1" 20'-1' 21'-,3" 16-4" 16'-6" 16-10" 17'-S" 18'.-2" 14'-3" 14'-S" 14'-10" 1S'-6" 16'-4" 12'-3" 12'-S" 12'-10" 13'-8" 14'--; A U P G .032 22'-9" 22'-10" 23'-1" 23'-3" 24'-1" 18'-10" 18'-11" 19'-3" 19'-9" 20'-6" 16'-S" 16'-1' 16'-11" 17'-6" 17'-10" 14'-1" 14'-3" 14'-8" 1S'-4" 16'-3" < E N ~O!l ~ .024 21'-7" 21'-9" 22'-0" 22'-S" 23'-1" 17'-11" 18'-0" 18'-4" 18'-11" 19'-7" 1S'-8" 1S'-9" 16'-2" 16'-9" 17'-1' 13'-S" 13'-1' 14'-0" 14'-8" 1s'-1' U - G .032 24'-11" 2S'-0" 2S'-3" 2S'-8" 26'-2" 20'-8" 20'-9" 21 '-1" 21-6" 22'-2" 18'-0" 18'-2" 18'-S" 19'-0" 19'-9" 1S'-6" 1S'-7" 16'-0" 16'-1' 17'-S" L E 0 ~ .024 24'-11" 2S'-0" 2S'-,3" 2s'-1' 26'-2" 20'-8" 20'-9" 21'-0" 21 '-6" 22'-2" 18'-0" 18'-2" 18'-S" 19'-0" 19'-8" 1S'-6" 1S'-1' 16'-0" 16'-1' 17'-S" c ~O!l U K G .032 28'-3" 28'-4" 28'-1' 28'-11" 29'-S" 23'-S" 23'-6" 23'-9" 24'-2" 24'-9" 20'-6" 20'-6" 20'-10" 21'-4" 22'-0" 1 7' -1' 17'-8" 17'--; 18'-1' 19'-3" E REVISIONS r--r--N <J')NO N<Doo <J')NN I I I 0l<J')"<t N<J')<J') Noooo I I I Ot<1t<1 o~~ 000000 l.....lx <(<( wUlL. 00 -.....I 3 z o i= <( z ~ .Jill ~! I-~ U~ :J~ a:~ ...i U1 o <(<( 00 0:::- 0::: ~o z.....l <(lL. m . 0:::0::: ::J<( m::::i:r-- V'lr-- OO<D <J').....I"<t t<10t<1 SCALE. NONE DATE: 7 94 DRAWING N' SPANCH28 DRAWN BY; SRD [b@WIf'@[ft)@@ ~a ~[ft)[ft)@Wll'W\~a CNlL ENGINEER - DEVELOPMENT CONSULTANT ~0(ij) 1139 HERBERT STREET ~~~ PORT ORANGE. FLORIDA 32119 TEL 904) 767-4774 ;;,,': ~(Q)u~ CHART SHOWS MAXIMUM CLEAR SPANS FOR O.S.B. PANELS USED IN OPEN STRUCTURES. O.S.B. PANELS MAY BE USED" IN EITHER A WALL ,FLOOR OR ROOF APPLICATION. (Q)a~a~a CG(Q)~~(Q)~~lf~ ~~[M~~ (Q)[?)~~ ~u[g1lUJCGullJJ[g1~ ~~~[M]llJJ~ ~~ ~[M (G~~~U L/180 L/240 L/360 ~[L lf~~[M~ lf~ (Q)(?)~[M ~u~llD(GuQJJ(ffi~ ~~a ~[?) ~~ ~[}4]~~u (Q)~~(Q) ~ [LJ~~ [L(Q)~~ ~[M[D) ff (Q)[g1 ~~(Q)\WJ [L(Q)~~ OL + LL @ 25 #/SO. FT. OL + LL @ 35 #/SO. FT. DL + LL @ 45 #/SO. FT. DL + LL @ 60 ~/SO. FT. l' 2' 3' 4' 0' l' 2' ~ 4' A' l' 2' 3' 4' 0' l' 2' 3' 17'-6" 17'-10" 18'-4" 19'-1" 14'-8" 14'-10" 1S'-,3" 16'-10" 17'-9" 12'-11" 1,3'-1" 1.3'-1 14'-,3" 1S'-,3" 11'-,3" 11'-S" 11'-11" 12'-9" 1S'-9" 16'-2" 16'-9" 17'-1' 1,3'-,3" 1.3'-4" 1.3'-10" 14'-6" 1S'-6" 11'-8" 11'-10" 12'-4- 1,3'-1" 14'-2" 10'-'" 10'-,3" 10'-10" 11'-9" 12'-11" 13'-2" 13'-1' 14'-4" 1S'-3" 10'-11" 11'-2" 11'-8" 12'-6" 1.3'-1 9'-8" 9'-11" 10'-6" 11'-S" 12'-1 8'-S" 8'-1' 9'-3" 10'-4" 0.S.8.- 7/16" EXPOSURE 1 FOAM- 1.0# DENS/1Y E.P.S. I """,,~FbAM . ' .", j' PANEL LOADING THK. OVERHANG ~ ~o~uu; tj~~g ~ L/360 @~uuE L/180 ~D~ ~ L/240 "~ L/360 ,~, P A N E L (p) ~uO ~ L/180 (QJo~ Q L/240 I L/360 0.S.8. PANEL WIND SPEED 100 M.P.H. 110 M.P.H. 120 M.P.H. THK. OVERHANG 0' 1 ' 2' 3' 4' 0' l' 2' 3' 4' 0' l' 2' 3' 4' 0 I~ L/180 22'-S" 22'-6" 22'-9" 23'-2" 2.3'-10" 20'-6" 20'-1' 20'-10" 21'-4" 21'-1'" 18'-11" 1 9'-1" 19'-4" 19'-10" 20'-11" S ~o~aa i L/240 20'-2" 20'-,3" 20'-1' 21'-1" 21'-9" 18'-S" 18'-6" 18'-10" 19'-6" 20'- ,.' 17'-1" 17'-2" 17'-6" 18'-1" 18'-10" B I L/360 16'-9" 16'-11" 1 7'-,3" 17'-10" 18'-7" 1S'-4" 1S'-S" 1S'-10" 16'-S" 17'-,3" 14'-2" 14'-4" 14'-9" 1S'-S" 16'-,3" 1:2 ',"FOAM .~~ '.~. I~ L/180 28'-,3" 28'-4" 28'-6" 28'-1 ,.' 29'-4" 2S'-9" 25'-10" 26'-1" 26"&!r' 2(2'Jl11" 23'-10" 23'-11" 24'-2" 24'-7' 26'-11" ~~ao~ L/240 25'-4" 2S'-5" 2S'-8" 26'-0" 26'-7" 2.3' - ,.' 2.3-2" 23'-5" 2.3'~6t: "'i4'~6" 21'-5" 21 '-6" 21'-9" 22'-.3" 22'-10" 00 ,... I L/360 20'-8" 20'-9" 21'-0" 21'-6" 22'-2" 18'-10" 18'-1'" 19'-':3" 19'-9" 20'-6" 17'-S" 17'-7" 17'-11" 18'-S" 19'-2" 1:2 O.S.B. I P A N E I~ L (0) ~ou ~ (QJo~ ~ I co 29'-6" 29'-1'" 2S'-10" 26'-S" 20'-11" 21'-9" .34'-9" 3S'-2" 31'-2" 30'-4" 30'-10" 27'-2" 24'-6" 125'-1" 21'-8" 31'-.3" 27' -,3" 21'-9" 31 '-6" 27' -5" 22-1" 34'-2" 29'-9" 2,3'-9" 34'-3" 34'-S" 29'-10" 30'-0" 23'-10" 24'-1" 31'-10" 32'-3" 27'-10" 28'-4" 22'-6" 23'-2" 28'-11" 29'-1" 25'-2" 25'-,3" 20'-1" 20'-2" 29'-2" 25'-S" 20'-6" 0' 17'-4" 1S'-8" 4' 1.3' -g" 12'-11" 11'-1' 21'-10" 21'-11" 22'-,3" 22'-8" 23'-4" 18'-6" 18'-1' 18'-11" 19'-S" 20'-2" 16'-4" 16'-S" 16'-10" 17'-5" 18'-2" 1 4'-1" 14',3" 14'-8" 1S'-4" 16'-,3" 19'-7" 19'-8" 20'-0" 20'-6" 21'-2" 1 6'-7" 16'-8" 17'-1" 17'-7" 18'-5" 14'-7" 14'-9" 1S'-2- 15'-10" 16'-9" 12'-8" 12'-10" 13'-3" '4'-0" 14'-11" 15'-11" 16'-1" 16'-6" 17'-1" 17'-11" 13'-6" 13'-8" 14'-1" 14'.,-9" 15'-8" 11'-11" 12'-1" 12'-1' 13'-~' 14'-~' 10'-~' 10'-0' 11'-1" 11'-11" 13'-11" 26'-6" 26'-1' 26'-10" 27'-2" 27'-8" 22'-5" 22'-6" 22'-9" 2.3'-2" 23'-9" 19'-9" 19'-10" 20'-2'" 20'-8" 21'-4" 17'-1" 17'-,3" 17'-7" 18'-2" 18'-11" 23'-0" 23'-2" 2.3'-5" 23'-10" 24'-S" 19'-6" 19'-1' 19'-11" 20'-4" 21'-1" 1 7' - 2" 7' -,3" 17'-8" 18'-2" 18'-11" 14'-10" 15'-0" 15'-6" 16'-10" 16'-1'" 18'-S" 18'-6" 18'-10" 19'-4" 20'-1" 1S'-1' 15'-8" 16'-1" 16'-8" 17'-6~' 13'-9" 13'-10" 14'-4" 14'-11" 15'-1 ," 1 1'-1' 12'-1" 12'-6" 13'-4" 14'-4" REVISIONS r--r--N I/'lNO NlJ)ro I/'lNN I I I (J)I/'l"'" NI/'ll/'l NOClro I I I Ot<lt<l 0..-..- OClOClro .!--.Jx ~~ wUlt.. 00 - -.J 3: z o i= <( z ~ .Jm ~! I-~ . > Um :J~ a:~ I-i OJ o <(~ 00 0:::- 0::: ~o z-.J <(It.. OJ . 0:::0::: ::>~ OJ:::::!:r-- Vlr-- 00<.0 I/'l-.J"'" t<l0t<l SCALE: NONE DATE: 7 94 DRAWING 1/: SPANCH9B DR N BY, SHEET # !lJID~[f'@IJ11@@ [go [ID@1J111J11@~i [P)Q[go CIVIL ENGINEER - DEVELOPMENT CONSULTANT ~~@ 1139 HERBERT STREET ~~ PORT ORANGE, FLORIDA 32119 TEL. (904) 767-4774 REVISIONS [N](Q)lf~ CHART SHOWS MAXIMUM CLEAR SPANS FOR HALF -SNAP PANELS USED IN ENCLOSED STRUCTURES. ""('oJ L()('oJO ('oJU)OO ,- ~~-'~I L()('oJ('oJ EITHER A WALL I I I HALF -SNAP PANELS MAY BE USED IN OR ROOF APPLICATION. 01L()..q- ('oJL()lJ1 ('oJ 00 00 I I I 01"')1"') o~~ 000000 :--lX ~[N]~[L(Q)~~[Q) ~lf[R1lUJ~lfUJJ[Rl[g ~M~[M](UJ~ ~~ ffi\~ ~[H]~~lf <t<t [H]ffi\[LlPa~~ffi\[P) wUlL.. 00 --l 3 ~(Q)~ [P)(Q)~~lf[g [P) ffi\~ [g [L 0 PANEL WIND SPEED 100 M.P.H. 110 M.P.H. 120 M.P.H. z 0 S THK. OVERHANG 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' i= 8 <t G .024 10'-1' 10'-9" 11'-3" 12'-2" 13'--3" 9'-3" 9'-5" 10'-1" 11 '-2" 12'-3" 8'-1' 8'-9" 9'-5" 10'-5" 11'-8" z / ~O() A O.S.B. I u A G .032 11'-4" 11'-6" 12'-0" 12'-10" 13'-11" 10'-0" 10'-2" 10'-9" 11'-8" 12'-9" 9'-2" 9'-5" 10'-0" 11'-0" 12'-2" L E -A ~ u ..1m . , , M c(! ::,:".' , ' 'FOAM', ,"""" "'- I ""'" N I-~ . , u .~ .~ .15' 0" 15' 2" 15' 9" 16' 2" 17' 0" 13' 2" 13' 4" 13' 10" 14' 6" 15' 5" 12' 2" , 12' 10" 13' l' 14' l' (' U~ '," , "rv( M @oo U , . . . . . . . . . , G .032 16'-0" 16'-1" 16'-6" 17'-1" 17'-11" 14'-1" 14'-2" 14'-1' 15'-3" 16'-2" 13'-0" 13'-1" 13'-7" 14'-3" 15'-3" ~ :J~ ALUMINUM H E A LI~ O.S.B.- 7/16" L t-i F FOAM- 1.0# DENSITY E.P.S. UJ ALUMINUM- 3105-H14/H25 ALLOY s I~ .024 16'-3" 16'-4" 16'-9" 17'-4" 18'--1" 14'-3" 14'-5" 14'-10" 15'-6" 16'-4" 13'-2" 13'-4" 13'-9" 14'-6" 15'-5" N (9)00 u PATENT # 4,769,963 & 5,086,599 A G .032 18'-6" 18'-1' 18'-11" 19'-5" 20'-2" 16'-3" 16'-4" 16'-9" 17'-4" 18'-1" 15'-0" 15'-1" 15'-6" 16'-2" 17'-0" P E 0 <t<t ~[L lfD [g[N]CC[L(Q)~[g[D) ~1r[Rl(UJ~Ir(UJ[Rl~ ~MD ~[P)ffi\~ ~[H]~[Rlu [Q)[g~[Q) ~ [L~~~ [L(Q)~[Q) ~[M[Q) ! (Q)~ ~~(Q)~ [L(Q)~[Q) 00 Ck::- Ck:: ~o DL LL @ 25 #/SO. FT. DL LL @ 35 #/SO. FT. DL + LL @ 45 #/SO. FT. DL + LL @ 60 ~/SO. FT. z-l 0 PANEL LOADING + + <tlL.. s 0' l' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' l' 2' 3' 4' OJ . THK. OVERHANG Ck::D:: 8 ::><t ~ .024 11'-0" 11 '-2" 11'-8" 12'-5" 13'-5" 9'-3" 9'-6" 10'-1" 11'-0" 12'-3" 8'-2" 8'-5" 9'-1" 10'-1" 11'-5" 7'-1" 7'-4" 8'-1" 9'-3" 10'-8" OJ::::!:" / ~oo <Il" U OOl') L()-l..q- A G .032 11'-10" 12'-10" 12'-6" 13'-3" 14'-3" 10'-0" 10'-2" 10'-9" 11'-8" 12'-9" 8'-10" g'-O" 9'-8" 10'-8" 11 '-11" 7'-1' 7'-g" 8'-1' 9'-8" 11'-0" 1"')01"') L E U SCALE. M NONE DATE:1 I 10/94 N DRAWING H' U ~ .024 15'-8" 15'-10" 16'-2" 16'-9" 17'-7" 13'-3" 13'-5" 13'-10" 14'-6" 15'-6" 11'-8" 11'-10" 12'-4" 13'-2" 14'-2" 10'-1" 10'-3" 10'-10" 11'-9" 12'-11" SPANCH6B M @OO u t DRAWN BY' G .032 16'-8" 16'-10" 17'-2" 17'-9" 18'-6" 14'-1" 14'-3" 14'-8" 15'-4" 16'-2" 12'-5" 12'-1' 13'-1" 13'-9" 14'-9" 10'-9" 10'-11" 11'-6" 12'-4" 13'-5" , SRD H E .- A J~~/ L F S ~ .024 16'-11" 17'-0" 17'-5" 17'-11" 18'-9" 14'-4" 14'-5" 14'-10" 15'-6" 16'-5" 12'-1' 12'-9" 13'-3" 13'-11" 14'-11" 10'-11" 11 '-1" 11'-7" 12'-5" 13'-6" /~J N (9)00 U ~\ A G .032 19'-3" 19'-4" 19'-8" 20'-1" 20'-10" 16'-3" 16'-4" 16'-9" 17'-4" 18'-1" 14'-4" 14'-5" 14'-10" 15'-6" 16'-5" 12'-5" 12'-7" 13'-0" 13'-9" 14'-9" P E ( -- SHEET 0# [L@WU'@[fi)@@ ~D ~@[fi)OOW~ ~D~D ~~~ CIVIL ENGINEER - DEVELOPMENT CONSULTANT 1139 HERBERT STREET PORT ORANGE, fLORIDA 32119 TEl. (904) 767-4774 ~(Q)Ir~ CHART SHOWS MAXIMUM HORIZONTAL CLEAR SPANS FOR STEEL SNAP-N-LOCK PANELS USED IN OPEN STRUCTURES. STEEL SNAP-N-LOCK PANELS MAY BE USED IN EITHER A WALL OR ROOF APPLICATION. ~~ffi\~a~a[L(Q)CG~ (Q)~[g~ ~1r~llJJCC1flUJ[R1~ ~M~[M]lUJ[M] ~~ ~~ ~[H]~~u ~(Q)~~(Q)~~Ir~ ~ffi\~[g[L s PANEL WIND SPEED 100 M.P.H. 110 M.P.H. 120 M.P.H. T THK. OVERHANG 0' l' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' E A E ~oo STEEL I L u 27 22'-1" 22'-2" 22'-6" 22'-11" 23'-6" 20'-2" 20'-3" 20'-1' 21'-1" 21'-9" 18'-8" 18'-10" 19'-1" 19'-8" 20'-4" G ,',',~, E . . . . . . .. .. . ""'" ""-, , FOAM ""'" "'- .' f s I~ "'.~ N @OO A u 27 27'-8" 27' - 9" 28'-0" 28'-4" 28'-10" 25'-3" 25'-4" 25'-1' 26'-0" 26'-6" 23'-5" 23'-6" 23'-9" 24'-2" 24'-9" P G E - STEEL N FOAM- 1.0# DENSITY E.P.S. L STEEL- HOT DIPPED G90 ZINC 0 I~ c (9)00 u 27 29'-5" 29'-6" 29'-9" 30'-6" 30'-11" 26'-10" 26'-11" 27'-2" 27'-1' 28'-1" 24'-11" 25'-0" 25-2" 25'-9" 26'-2" PATENT # 4,769,963 & 5,086,599 K G E ffi\[L 1r[g[R1~~ 1f~ (Q)~[g~ ~1r[RlllJJ~lJllJJ[g1~ ~~o ~[p) ~~ ~[H]~[Rlu [Q)~~[Q) ~ [L~~[g [L(Q)~[Q) ffi\~[Q) ! (Q)[g1 ~~(Q)~ l(Q)~[Q) S PANEL LOADING DL + LL @ 22 #/SQ. FT. DL + LL @ 32 #/50. Ff. DL + LL @ 42 #/SO. FT. DL + LL @ 57 ~/SQ. FT. T THK. OVERHANG 0' l' 2' 3' 4' 0' l' 2' 3' 4' 0' l' 2' 3' 4' 0' l' 2' 3' 4' E I~ E ~oo L u 27 17'-1" 1 7' - 3" 17'-1' 18'-2" 18'-11" 14'-6" 14'-1' 15'-0" 15'-8" 16'-6" 12'-9" 12'-11" 13'-4" 14'-1" 15'-1" 11'-0" 11'-3" 11'-9" 12'-1' 13'-8" G E . S X N ~0\1 A U 27 21'-5" 21'-7" 21'-10" 22'-3" 22'-11" 18'-2" 18'-3" 18'-7" 19'-1" 19'-10" 16'-0" 16'-1" 16'-6" 17'-1" 17'-10" 13'-10" 14'-0" 14'-5" 15'-1" 16'-0" P G E - N L 0 ~ C (9)0\1 U 27 22'-10" 22'-11" 23'-2" 23'-1' 24'-2" 19'-3" 19'-4" 19'-8" 20'-2" 20'-10" 1 7' - 0" 17'-1" 1 7' -5" 18'-0" 18'-9" 14'-9" 14'-10" 15'-3" 15'-11" 16'-9" K G E [L@WU'@[fi)@@ ~D ~lro[fi)@W~ ~D~D CIVIL ENGINEER - DEVELOPMENT CONSULTANT 1139 HERBERT STREET PORT ORANGE, flORIDA 32119 TEL. 904) 767-4774 REVISIONS ""('oJ L()('oJO N\OOO L()('oJ('oJ I I I mL()..q- ('oJL()lJ1 ('oJ 00 00 I I I OI"')l"') O~~ 000000 :--lX 4:4: wUlL.. 00 --l 3 z o i= 4: Z o 4:4: 00 Ck::- Ck:: ~o Zc 4: OJ . Ck::Ck:: ::>4: OJ::::!:" <Il" 00\0 L()-l..q- 1"')01"') SCALE: NONE DATE: 7 94 DRAWING II; SPANCH3B DRAW a; ~rt};7J [M(Q)u~ CHART SHOWS MAXIMUM CLEAR SPANS FOR a.S.B. PANELS USED IN ENCLOSED STRUCTURES. O,S,B, PANELS MAY BE USED IN EITHER A WALL, FLOOR OR ROOF APPLICATION. (Q)D~J~D [g[M~ [L(Q)~[g[Q) ~u(g1(UJ~u(1JJ [gi~ ~M~~(UJ~ ~~ffi\~ ~[H]~~u ~(Q)~[P(Q)~~U~ ~ffi\~~[L PANEL WIND SPEED 100 M.P.H. 110 M.P.H. 120 M.P.H. THK. OVERHANG 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0 = L/180 16'-9" 16'-10" 1 7' - 2" 17'-9" 18'-6" 14'-8" 14'-10" 1S'-3" 15'-10" 16'-9" 13'-1' 13'-8" 14'-2" 14'-10" 15'-2" S E F I O.S.B. ~O~UU L... L/240 17' -0" 13'-3" 13'-4" 14'-6" 8 E 1S'-1" 1S'-2" 15'-1' 16'-2" 13'-10" 1S'-S" 12'-2" 12'-4" 12'-10" 13'-7" 14'-7" = .,... L/360 I 12'-6" 12'-8" 13'-1" 13'-10" 14-' -1 0" 10'-11" 11'-2" 11'-8" 12'-6" 13'-1' 10'-2" 10'-4" 10'-11" 11'-9" 12'-11" = N ""'" '::". , FOAM FOAM'"""" ""- II/ ~ ,L/180 21'-1" 21'-2" 21'-6" 21'-1'" 22'-6" 18'-6" 18'-7" 18'-11" 19'-S" 20'-2" 17'-1"~1 17'-2" , 17'-1' 18'-1" 18'-10" F ~o~UU L... L/240 16'-7" E 18'-10" 18'-11" 19'-3" 19'-10" 20'-6" 16'-8" 17'-1" 17'-7' 18'-S" 1S'-4" 1S'-5" 1S'-10" 16'-S" 17'-3" = .,... I L/360 1S'-S" 1S'-6" 15'-11" 16'-6" 1 7' - 4" 13'-6" 13'-8" 14'-1" 14'-9" 1S'-8" 12'-6" 12'-8" 13'-1" 13'-10" 14'-10" ~ O.S.B. I p A N O.S.B.- 7/16" EXPOSURE 1 E ~ L/180 2S'-6" 2S'-1' 25'-10" 26'-2" 26'-9" 22'-5" 22'-6" 22'-9" 23'-2" 23'-9" 20'-8" 20'-9" 21'-1" 21'-7" 22'-2" F L ~o~OO L... L/240 FOAM - 1.0# DENSITY E.P.S. E 22'-2" 22'-3" 22'-6" 22'-11" 23'-1' 19'-6" 19'-7" 19'-11" 20'-4" 21 '-1" 17'-11" 18'-1" 18'-S" 18'-11" 19'-8" = .,... I L/360 17'-9" 17'-10" 18'-2" 18'-8" 19'-5" ,1S'-]" 1S'-8" 16'-1" 16'-8" 17'-6" 14'-S" 14'-6" 14'-11" 1S'-]" 16'-S" = ~~ lfo [g~~[Lcg~~[Q) ~U~(UJ~U(UJ[g1[g ~Mo ~~ffi\~ ~[}4J ~~lJ [Q)~ffi\[Q) ~ [J~[g [L(Q) ~[Q) ~~ [Q) ! (Q) ~ ~rM(Q) WIJ (L(Q) ffi\[Q) PANEL LOADING DL + LL @ 25 #/SQ. FT. DL + LL @ 35 #/SO. FT. DL + LL @ 45 #/SO. FT. DL + LL @ 60 #/SO. FT. THK. OVERHANG 0' 1 ' 2' 3' 4' 0' l' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0 ~ L/180 17'-t;.' 1 7' - 6" 17'-10" 18'-t;.' 19'-1" 14'-8" 14'-10" 15'-3" 16'-10" 17'-9" 12'-11" 13'-1" 13'-]" 14'-3" 1S'-3" 11 '-3" 11 '-5" 11 '-11" 12'-9" 13'-9" S ~o~OO F L... L/240 8 E 15'-8" 1S'-9" 16'-2" 16'-9" 17'-1' 13'-3" 13'-4" 13'-10" 14'-6" 1S'-6" 11'-8" 11'-10" 12'-4" 13'-1" 14'-2" 10'-1" 10'-3" 10'-10" 11'-9" 12'-11" = .,... L/360 I 12'-11" 13'-2" 13'-1' 14'-4" 1S'-3" 1 0'-11" 11'-2" 11'-8" 12'-6" 13'-7' ,9'-8" 9'-11" 10'-6" 11'-5" 12'-7" 8'-S" 8'-1' 9'-3" 10'-4" 11'-1' co N :.: L/180 21'-10" 21'-11" 22'-3" 22'-8" 23'-t;.' 18'-6" 18'-7" 18'-11" 19'-S" 20'-2" 16'-4" 16'-S" 16'-10" 17' -S" 18'-2" 14'-1" 14'3" 14'-8" 1S'-4" 16'-3" F ~o~OO L... L/240 19'-1' 19'-8" 20'-0" 20'-6" 21'-2" 16'-8" 17'-1" 18'-S" 14'-7" 14'-9" 1S'-2" 1S'-10" 16'-9" 12'-8" 12'-10" 13'-3" 14'-0" 14'-11" E 16'-7" 17'-7" = .,- L/360 I 1S'-11" 16'-1" 16'-6" 17'-1" 17'-11" 13'-6" 13'-8" 14'-1" 14'-9" 1S'-8" 11'-11" 12'-1" 12'-1' 13'-4" 14'-4" 10'-4" 10'-6" 11'-1" 11'-11" 13'-11" co N P A N E :.: L/180 26'-6" 26'-1' 26'-10" 27' - 2" 27'-8" 22'-5" 22'-6" 22'-9" 23'-2" 23'-9" 19'-9" 19'-10" 20'-2" 20'-8" 21'-~' 17'-1" 1 7' - 3" 17'-7" 18'-2" 18'-11" L ~D~UO ... L... L/240 23'-2" 23'-S" 23'-10" 24'-S" 19'-6" 19'-7" 19'-11" 20'-4" 21 '-1" 17'-2" 7'-3" 17'-8" 18'-2" 18'-11" 14'-10" 1S'-0" 1S'-6" 16'-10" 16'-11" e: 23'-0" = .,- L/360 I 18'-S" 18'-6" 18'-10" 19'-4" 20'-1" 1S'-7" 1S'-8" 16'-1" 16'-8" 17'-6" 13'-9" 13'-10" 14'-4" 14'-11" 15'-11" 11'-7" 12'-1" 12'-6" 13'-4" 14'-4" co N REVISIONS ""('oJ lJ1C\10 C\I\OOO lJ1C\1C\1 I I I Q)L()..q- C\llJ1lJ1 C\l0000 I I I OI"')l"') o~~ 000000 I ~-lX 4:4: wUlL.. 00 --l 3 z o 1= 4: Z o 4:4: 00 Ck::- Ck:: ~o z-l 4:lL.. OJ . Ck::Ck:: ::>4: CD::::!:" <Il" 00\0 l/')-l..q- 1"')01"') SCALE, NONE DATE: 7 94 DRAWING II' SPANC10B DRA N a : SRD SEAL /~, 'J.......~ .r 1"\\ ....;?// ~ SHEET 0# [L@WU'@ITUOO ~D ~!fi)IT11@W~ ~D(gD CIVIL ENGINEER - DEVELOPMENT CONSULTANT (Q)0~ 1139 HER8ERT STREET ~~~ PORT ORANGE, FLORIDA 32119 TEL. 904) 767-4714 [M(g1f~ CHART SHOWS MAXIMUM HORIZONTAL CLEAR SPANS FOR STEEL SNAP-N-LOCK PANELS USED IN ENCLOSED STRUCTURES. STEEL SNAP-N-LOCK PANELS MAY BE USED IN EITHER A WALL OR FLOOR APPLICATION. ~~ffi\~a~a[L(Q)~~ ~~~[L(Q)~~[Q) ~lr~(UJ~1f(UJ~~ [M]ffi\~~[M](UJ[M] ~~~~ ~[H]~~1f (G~~[p)~~~IJ~ ~~~~l s PANEL WIND SPEED 100 M.P.H. 110 M.P.H. 120 M.P.H. T THK. OVERHANG 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' E G E ~OO A STEEL L u 27 16'-6" 16'-7" 16'-11" 17'-6" 18'-4" 14'-6" 14'-7" 1S'-0" 1S'-8" 16'-6" 13'-4" 13'-6" 13'-11" 14'-8" 16'-7" G "..~' E . . . .. .... .' . . . . ""'" "'- FOAM """" ""- s G , ,"r,,( N @oo A A u 27 20'-8" 20'-9" 21 '-0" 21'-6" 22'-2" 18'-2" 18'-3" 18'-6" 19'-1" 19'-10" 16'-9''- 16'-10" 17'-3" 17'-10" 18'-6" P G STEEL E N FOAM - 1.0# DENSITY E.P.S. L STEEL- HOT DIPPED G90 ZINC 0 G ~oo A C u 27 21 '-11" 22'-0" 22'-4" 22'-9" 23'-4" 19'-3" 19'-5" 19'-1' 20'-2" 20'-10" 1 7' - 10" 17'-11" 18-3" 18'-9" 19'-'6" PATENT # 4,769,963 & 5,086,599 K G E ffi\[L lJo ~[M~l(Q)~~[Q) ~1r~(UJ~u(UJ~~ ~Mo ~~~~ ~[H]~~lJ [Q)~ffi\[Q) ~ l~~~ l(Q)~[Q) ~~[Q) ! (Q)~ ~~(Q)W [L(Q)~[Q) S PANEL LOADING DL + LL @ 22# ISQ. FT. DL + LL @ 32 #/SQ. FT. DL + LL @ 42 #/SQ. FT. DL + LL @ 57 #/SQ. FT. T THK. OVERHANG 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' 0' 1 ' 2' 3' 4' E I~ E ~oo u 27 17'-1" 17'-3" 17'-7" 18'-2" 18'-11" 14'-6" 14'-1' 1S'-0" 15'-8" 16'-6" 12'-9" 12'-11" 13'-4" 14'-1" 1S'-1" 11'-0" 11'-3" 11 '-g" 12'-1' 13'-8" L G E S !~ N @oo A u 27 21'-S" 21'-1' 21 '-10" 22'-3" 22'-11" 18'-2" 18'-3" 18'-7" 19'-1" 19'-10" 16'-0" 16'-1" 16'-6" 17'-1" 17'-10" 13'-10" 14'-0" 14'-S" 1S'-1" 16'-0" P G E N L 0 ~ c (9)00 u 27 22'-10" 22'-11" 23'-2" 23'-7" 24'-2" 19'-3" 19'-4" 19'-8" 20'-2" 20'-10" 17'-0" 17'-1" 17'-5" 18'-0" 18'-9" 14'-9" 14'-10" 15'-3" 1S'-11" 16'-9" K G E REVISIONS ""('oJ lJ1('oJO ('oJ \0 00 lJ1('oJ('oJ I I f mL()..q- NL()L() ('oJ 00 00 I I I OI"')l"') o~~ 00 00 00 :--lX 4:4: wUlL.. 00 --l 3 z o i= 4: Z o 4:<: 00 Ck::- Ck:: ~o z-l 4:lL.. a:l . Ck::Ck:: ::>4: OJ::::!:" <Il" 00\0 L()-l..q- 1"')01"') SCALE: NONE DATE: 7 94 DRAW1NG II: SPANCH4B DRAWN BY: SHEET 0# [L@WU'@[fi)@@ ~D ~@[fi)ITU@i1'li~ ~ D~D CIVIL ENGINEER - DEVELOPMENT CONSULTANT ~~@ 1139 HERBERT STREET ~~(Q) PORT ORANGE, FLORIDA 3211 9 TEl. (904) 767-4774