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HomeMy WebLinkAbout00-9309 BUILDING PERMIT CITY OF ZEPHYRHILLS (813) 788-6611 Permit 09309 -- ....--- (:;!:> BUILDING EL~JU PLU~- M~S~wer Conn ::~:::,~.:~" ~; 1s?~ci.RA~ (~~. ;;~::?:.:, Parcell.D. # c:21- :2L-.:t/-1JOft)-{)L)O~t> - //.:< 0 Date .:3 - 8-00 Zoning: NO OCCUPANCY BEFORE C.O. FINAL 4..... 7-- <PC) DATE Complete Plans, Specifications and Fee Must Accompany Application, All work shall be performed in accordance with City Codes and Ordinances. C,Q. DATE Inspector Valuation or Contract Price ~ ~D'~ -2~~ c:~~;!:!~ Company _ Addres~ Oelephone#.-J 7g-t -45?Jq City License Registration # State Certified License# LmJtv t).dtt.tl~ (~;i~ BUILDING ELECT~.- ------ Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final PLU M B.JAl,G--- - M~C't IANICAL Ftr, Pre SLB Lintel FRM. Insul. CL WL SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 25.001 shall be made 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 shall be made before any further permits will be issued to the person owning same. APPLICATION FOR PERHIT CI'l'Y OF ZEPIIYRJIILLS BUILDING DEPAR'lMENT DATE REClilXVED PLl\NS RIllVIEW I'E& ,'\SCO PERMI'f.-SERV/CE 813-188-5314 3'/J!o~ OWNER'S NAME 1<CL~ 'Rt.r-a..d .',5 JOR ALJDRESS PHOI'k <::.::.--_.... PARCEL, ID ,,",/-;1..(,- :2/-IJ/Jt.lO-OOO()t)-I/;;'O LOT / I~ SUBIHVISION Eme..ro../d PO/~r KV Kes~rf LEGAL DESCRIPTION: LOT(S) IJLOCI~ WORK PROPSED: DNEW CONSTRUCTION 1.11"1\1)/)1'1' 1 ON 100'I'1\IN FROM PROPER1'Y TAX NOTTCEI OALTERATION o REPAIR o INSTALL D SIGN PHOrOSF.LJ usr~: ~l, E'AMll,Y LJWI';Ll,ING o MOVE o LJEMOLISII o COMMERCIA', OMULTI-F1\MILY o lIWUSTIUAL 0" OF UNITS D SWIMMING POOL o MOBILE HOME o OTHER r J RESTAURANT I< IIEA1;I'II DEPARTMENT APPROVAL _ J r WeQA rrClI'he.: DF:SCRLP'l'lON Of' WORK ~C~;~~~. W/V'f1';jl lAJiV\dows on wo~ deck} ~ shed On :>'~, BunDING SIZE ~ r SQUARE FOOTAGE L/10 t/J HEIGHT S~e d.:;:'^-~, 6c.'f"e~ ~"'" I~)(. 3 1 .sk~ef .g 1<.l:2.. , RESIDF:NTIAJ,: ATTACH (2) PLOT PLANS & (2) SETS OF OUILDING PLANS & (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. 'Ilk PROPERTY SURVEY REQUIRED F'on ALL NEW CONS'I'RUC'I'ION. ~UILLJING $ Z'lS5D.OO PERMITS REQUESTED VALUAT ION OF TOTAL CONSTRUCTION o ELECTltICAL AMP SEnVICE o F'LonIDA POWER o W.R.E.C. o GAS o ROOFING o SPECIAl,'l'Y ......._----.. ~ ~-, ~ // ,......-------.' \ o o:~:~^'l'lON OF MEellMem INS'l'ALlJ\'l'ION;~-;-~~~f'v~) o "'VIM. 0 STE.L' 0 01'U.R (' I ~f~ IS PROJEC'l' IN FLOOD ZONE AR~O o PLUMBING o MECHANICAL $ TYPE OF CONSTRUCTION: 0 BLOCK FINISHED FLOOR ELEVATIONS . .. BUXLDER COMPANy/I!/k~ tull/''a,/-t(s (],J1.strucIIA~ v) Ii' () ('/:'Y7 cC' STATE CERT OR REGIST 1# SIGNATURE ,JJrf' W \ .(2.) /(/V.t1~~?;''-J CI'l'Y pnOCESSING !t-- _~ **************************************************~*:::~*.* ELECTRICIAN SIGNATURE COMPANY STATE CER'l' OR REGIS'I' " CITY PROCESSING 1# *****************************************************.......*.*..* PLUMBER COMPANY STATE CER'l' OR REGIST It CITY PROCESSING It SIGNATURE MECIIANICAL **.****..*~.****.*******.***************************************** COMPANY STATE CERT OR REGIST It CITY PHOCESSING II SIGNNl'URE A.A......***..........*....**.*.......*.................*........ OTHER SIGNATURE COMPANY STATE CERT OR REGIST 1# CITY PI\OCESSING II ******************.....****.............................*........ '" \I COIWITIUl-n; vV I'lmMIT 1\"'(QIJ1\VIT 1\. 'NOTICI~ 01;' IJE:E:IJ JU;::l'I'IUC'I'I.()r~:l The undersigned undeJ:sl:ands I:hill: I:Ids pennlt lIIay be subject to "deed restrictions" which may he mOJ:e restrictive than City reqlllat.iolls. The undersigned assumes responsibility for cOll1pl J.<'lllce with any appl:\ c<'ll;le deed r.e!'ltr.ict.i onf!. B. UNJ.ICfo:NSl.m CONTH1\CTOHS 1\NIJ CUII'I'Il1\CTOIl IUi::ll'uIWlBII,J'I'U:S If l:he owilel h<'ls hil:eu a cunllilcl:ol or cunLI:ilc\;"l:S tu IIIH.leLtake work, they may be required to be 1 i.censed .ill accot.c);lIll:e wil:ll ntill.e nlld I.ocnl reyulilL.lolls. If the contractor is not llcensed ilS n~qulred by JilW, bol:h Ihe owneJ. alld cOIII:1:ilcLor lIIay be cited for a misdemeanor v1uliltJon under stale .Law. .if the OWllel: 01: lnl:emled contractor are uncertain as to what 11cens1ng re(luJ.Lements milY ilpply [01: the .illl:ended work, they a.r:e advised to contact' the City of Zephydlills l3uildillg Department, OJ.3-'/OU-6611. Furthermore, lf the owneJ: has hireu a contJ:ilctor or cOlltractors, he is advised to have the contractor (s) sign porU.ons of the "Contractor :1ectlonR" of this application for which they. will be responsible. l[ you, as the owner s.lyns <'lS the contractor, you are indicating that you, rather than the conLulctor, ar:e l:espunRJ.Ld,e for the work. If the contractor wishes you to sign as contractor that may be an indlcill:ion that he is not properly licensed and is nol: entitled to permil:ting pLl.vlleges ill the City of Zephyrhills. C. TH1\IISPOHT1\TION IMP1\CT F'EI~S 1\NiJ UTJI,ITY CONNECTION n:E:S D. CONSTRUCTUION l,lfm 1.AW (C1ml"I'F:H '113, ';'I,UHI))1\ STATUTES, 1\S /\MENDED) I cerl:ify l:hat 1, the applicant, have heelJ provided wlth a copy of "Florida's Construction lien I,aw - Homeowner's Protectioll Guide" pJ:epared by l:he Florida Department of Agriculture and Consumer 1\ffairs. If the applicant Is someone other that the "owner", I cerify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to COllllnenCemelll:. E. CONTRACTOR' S/OWNER' S 1\1"f'IIJ1\VIT I ce.r:tify that all the .lll[ounatloll in this application is accurate alld that all. work wil.l be dOlle in compliance wiLh all applicable laws regulating construction, zoning, and land development. Application is hereby maue to obtain a permit to do work and installation as indit:ated. I certify that 110 work or insl:allation has cOllllnenced prior to issuance of a permit and that all work will be per[oJ:lned l:o meet sl<'lndards of all laws regulating construction, City codes, zoning regulations, anu land developmenl: regulations in the jurisdiction. I also ce.r:tify that I understand that the regulations of other governmental agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies Include but ate not limited to: *Department of I Envirolllnental Regulation-Cypress Bayheads, Wetland 1\reas and EnvirolUlIentally Sensitive Lands, WateJ:'/Wastewater Treatment *Southwest f'lorida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercou.r:ses *Army Corps of EngiIJeers-Seawalls, \Jocks, Navigable Wate.r:ways *Department of Health & Rehabilitative Services, Envirolllnental Health Unit-Wells, Wastewater Treatment, Septic Tanks "U.S. Environmental Protection 1\gency-1\sbestos abatement I also certify that, if fill malerJaJ. .1.s to he lIsed 111 E'lood Zone "A" or "A,etc,", it is understood that a drainage pIau addressing a "compensating volwlle" will be submitted which is prepared by a professional ellg.illeer registered in the State of Florida prior to permit issuance. A pe.r:mit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors ill plalls, construction, or violations of any code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work authorized by the pennit is suspended or abandoned for a period of six months after the time the work is cOllunenced. One 90 day extension of time may be allowed for the permIt with fee charge of $15.00, The extension shall be requested in writing to the Building Official. 1\n approveu illspectlon must be logged during each six month pl"J'i.od, or the pl:oject wIll be considen',J iluandoned. W1\HNING '1'0 OWNl.m: YOUR F'1\lLUHE TO HE:COHD A NOTiCE 01" COMMENCEMEN'l' MAY RESULT IN YOUR PAYING TWICE f'OR IMPROVEMENTS '1'0 YoUH PROPERTY. I F YOU INTEND TO OBTAIN FINANCING, CONSULT WI'l'1l YOUR LENDER oR AN A'l"l'ORHEY BEFORE RECOmnNG YoUR NO'l'lCE OF COMMENCEMENT, JOBS UNDER $2,500 IN VALUE VO NOT NEEV '1'0 HECOHV J\NV POST 1\ "NOTiCE OF COMMENCEMEN'r". ~:fg:E:/ -' ~ fir ~ t'.- ~ ~ .e..-Xk.U:to-n(..d SIGN1\TURE:: OWNER OH 1\GENT &0 (~/(€; , p~ U~ ,--t..--\./ ,.~ SlGN1\TURE: CONTRACTOR ST1\'l'E Of' FLOIU V1\ ~ COUNTY OF 'lJ..SC1) The fo.r:egoin(j instr menl: was acklHJwledgetl Before me this day of rYlOf~ , ~~O by . . IWS (name of person acknowledged) ~JO is personally kllown to me, or ST1\TE Of' FLoIUD1\ r2 COUNTY OF I c.zse!} The foregoing instrument was ack~wledged Be [o.r:e me this d~~ day of .111-t1A/. ,i1F ~ hy m/k~ ~?:V77/,'t:A""" S (name of person acknowledged) , ~o is personally known to me, or o who hilS pt'oduced (type ot Odid not I.J who has produced (type of C}jid not takiJlg acknowledgement Name ",III'" "";,nne Bahr typed,1' . ~~idmmr;si(ml#l'^ii.iQB17 ;~, .~~ F)(f..:'t'S NOV. 15,2002 ~~i'"'''''~''' r'1ED THRU ""IR~,~\"'" ^'~ ,\1" nNOING CO., INC. .. .. ~~~~~~~~1~1I 1111I11I11 11111 1111I11111 111I1 11111111 state of ,if' ~ NOTICE OF COMMENCEMENT () County of 'r eM .Ll'\ . ,,," TUR UNOERSIGNED hereby gives notice tllat improvement will be made to cartain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of ConunenccllIcnl:: 1. Descr.iption of Property: Parcel Ho. ,;J.y.-;U",-~/-otJL/l)-IJ()t)()/)-II:lO , rkL.L-' ~ -I1MY'~d J?p,n..1-_ /?II R~!'D.r+ , (Le<ja 1 dP-Be f"j,pL.lon or--trie pn>perty ami B l:ren t address l.f aval.lable) (;(,II('/'(tI 1l(~S('" i pi i 011 of IlIIplov{?IIIl'1I1 S h, d--/' -,;{) P'/..--Je. - ~J/...v..... R~7 V-- ~' J?~ --f"'../"Z-<'?f/ (y...........~ ' bT'.->) ,. ./ Rcpt: 396132 DS: 0.00 03/03/00 Rec: 6.00 IT: 0.00 Dpty Clerk 2 . '3. O\vncr Information: Namc i1!!(-I- m P"C;; " llduress ~oT I/j rC" H'??.-aJ--P~~~ty J.IlL{~rest ill Property: ~y'c2\/I}<:'f~, R,4-y mc)/ud , , ;-::- ii, '/ /~ fP f7.-1c /h-.-_L I <: State f~l, -2'... "3'..5(/ (J Name of Fee Simple '1'i tleholder: (If other thgn owner) ~~90~J~~"'t l~s".co fOUN1t ClERK OR BK 4322 PG 1798 l\ddress City state R" ~e+l4-rn -\-Z).. Con trae tor:- Name ~'/1 co !Q..) If I, flt?1...;:..:, (.!~.IU,> Tfi' I.) ("J; '0/'-' ..:z:-~, , Address ,7(=-9'1 k>,;.,,4/"p12. City;:3 -1-(, I( ~ State rr), Ij. SUJ:ety: Name 5 :S,~Y"() Address City State Amount of Bond: $ 6 . Lenuer: Nallle l\duress City State 7. Persons within the SLate of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713,13(1)(a)(7), Florida Statutes: Name Address City State 8. In addition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. 9. Explrl21.1on drlle ot Not1ce of Commencement (the explcatlcm date 1a 1 year fr?m tile date of recording unless a different date is specified.) Signature of Owner: nf)r~ ILd~ Sworn to and subscribed before me this dfJ day of -mtJ.h~ , ~ a21J~t). 1/ Notary . PU~liC: >/1~",- 0~ My COnliTlJ.SSl.On Expl.res: ~.."" Suzanne Bahr S' r&'~~ Commission # CC 790817 ~;, ~~~ EXDi(~S NOV. 15,2002 ~~ Oi.(~~'" :~-('-f;~~D THAU 'I""l\\\ 4( '.,:!;)'NG co., INC. PC93053048 (' ;:.. ,)'{1_ u"': I LC~ 1:"'~ (.:>fV) T- t~-.cT tt2-~ctU2l~L0 f-+' SQ. FEET PRICE MAIN OR LIVING AREA OTHER AREA UNDER ROOF OTHER T.I.F'sl N~ b tA-L- _-<f. tc:lf, 'fJo <l <C\ 1:;'::- -A.. '1Yo S '.. BUILDING: ELECTRICAL: PLUMBING: MECHANICAL: f-+. AAD6'N~- CREDIT: SEWER: WATER: TOTAL: I I .- DC (0:) , JJ A.Jjt ,J lit - . _" - .'. ."U"'," _. _..__ _"'''..__." 4. ~.:30 jJ /1' I , / ;' 1'," ('\ ,-;i "I ! C" ; / (": Proposal Submitted To: ~a~~- V-~ ~= fc~'~ Street 0- City .Io T / / b<. State Phone "-'~~''''''~-'''''''-''~'''''='~'--~~-=~---'''~'''-''A__~._~~..~...,__~=,,,,,",___=,,,~,,._-...--_ ~OPOSAL No. DatelJ-d 00 Sheet No, Work To Be Performed At: Street City Date of Plans Architect State --""~''''__'_''.'''K_~_''O''''~_-''",-,--=-=~~"~__~"~",..-=."""""._.""""-.~~...,~,",,_.."'"'"""'='"--..""""~'''''"''-'-'__...____,~_~.~.~.,.."....."...,.,,,''' ..-..-......,-.,-----=,.-.-~.~_~_=.Z<-_;. We hereby propose to furnish the materials and perform the labor necessary for the completion of " f If" .,~.." 77, {-.;. "f'.._--t:..d.( ~ . /, - --' r ~ _ -I.," -.. / -~:). ,(.,,-<:>/c.~-/ -t;-- ,.~,-.c -;-1....,s;::/ . ,; I \-....l__ t.": ""r' ,:... ---"=:::.-.' " \.. ,- Z{;j " \ -: ;/v .,/ / , ~ , " /,k' 4 j /tja.&-p/ ~:._ c~_ '-__ .....T L<?)(~:7 h7 o'" )J /r/~ / "."L, t.) tT ' / ':-tA:, -<'.. .'--'t..ot.-t , I (", h_'T'l-<",'~-1 / -,?JL_'~ -7<1 ./ (~<--~ --r -/,t',"-"-." ,,-; ~/ )- , t'S~e'O',_-:r~ ~>~: '). IV --' J d ~ -;.;..: / \ h // , f;:-~ '.("''''' t.J.:-:e... . .-'> --" ./-;;/' ,../ -r--;> /,A(' ...-.,'7-. / /;::: ~) \ . ;:43-~ L )<' rlA.J.i ..to' /7/- , / _'/.< z'~ 'f-'(/~ f' All materia! is guaranteed to be as specified, and the above work to be performed in accordance with the specifications submitted for above work and completed in a substantial workmanlike manner Jar Dollars ($ with payments to be made as follows: Any alteration or deviation from above specifications involving extra costs, will be executed nnly upon written orders. and will become an extra charge over and above the estimate, All agreements contingent ul10n strikes. accidents or delays beyond our control. Owner to carry fire, tornado cnd other necessary insurance upon above work, Work, men's Com;>b 'Ciation and Public Liability Insurance on above work to be taken out bv drawings and the sum of ':) ) \ ' / Respectfully submitted Per Note- This proposal may be withdrawn by us if not accepted within days, ....0.....,....<.-."'...._.._ "--' . ,.~~. '"~.,=","~~~." _~.~ ."'" ...."'.,~,<~>.... ,_"""".,~._ ._~_..,.---_.,--+=....~..~--..~.~--~. -"------,~..~~. """""-.....~~=-".~"-""--..--..-....-....'---=-~.._................_~-,"'--'-......;~..~. .~. -~.=---~... - --'--'~'-". '~..,,"-"~.~_..,,~----~ """""""'- _._,..,......"-.".~,,~._.,,, c".~,. '_.,.,.....,.""=~___.."..,..T~~~. ( ACCEPTANCE OF PROPOSAL , The dbove prices, specifications and conditions are s;jtisfactory and are hnr'eby oLcept:ed, Payrne1t will be made as outlined above, Date ..~,.'.,.,-".. ';~"'-'~.". "".~."'._"_. ..'"'"'-'..,~----,-,...~..~_.~" ,-..-'--...,,,,,, ....., -"_F,"_'''~''_--,".,~"".~~-"" You are authorized to do the work as specified Signature jJ~ ;J?~~~ Signature TOPS" FORM 3850 DUPLICATE -~'<-~""";""""'.'.'-"=- '''''''-''"---._''''''''''''-'........",.~,~'..._-~_. --.="---.--"-----,---=..",.,~==__.......__=~....,...,.-c._ LITHO IN U,S,A, .- ~ ~~ ~ ~ (21 #10 x l' SHEET I,\H~ SCREW __ ~:J:I ~F-::-- iNTO SCREW SLOTS ,,,"./. ~~I ANCHOR '" x 2. PLATE TO CONCRETE LJ" " WITH '14" x 2,1/2' CONCRETE ' I ANCHORS WITHiN 6" OF EACH SIDE ;- OF EACH POST AND 24. OC, ,Y.Jl.X, ~ , II la ~l /r-- I ~ H I " - ",:0,. _ -~--'7- MIN, 3-1/2" SLAB 2500 PSI CONC. \\1. .: . 'I // 6x6-'Cx10 W,W,f.Io" OR FIBER MESH ~~~ VAPOR SARRIER UNDEH CONCRETE B EAMI1-1EAD E R Al TERNATE <::ONNEC710N DETAil 2" x 2" x 0 D63" ANGLE CONNECT UPRIGHT @ SEAlvIIHEADE.R AND CHAIR RAIL ,. x 2' EXTRUSION ',';3" MiN, .'1 CONCRETE HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL ~/ / ~ HEADER BEAM fO"O ~ ""---------_ H-SAR OR GUSSET PLATE L~ 1'~ --=--"1 -=f--=- ,:- ,. x 2" EXTRIJSIO,'1 ~= I I =--~ '-'/3" "'iN, ,N CCNCRE,E ~'I,'" 3-112" SLA8 25.:0 PSI CONC. "4': ' ,,' , ,~_ / 56-1Cx',0 W,WM, CR F'B::;<, MESH \~_________~ '/A?0R SARRIER UNDER CONCRETE 2" x 2' OR 2. x 3. OR 2. SM3 POST "'~ ANCHOR ,. x 2. PtATE TO CONCRElE WITH 1:4" J( 2-112" CONCRETE ANCHORS WIT1"iN 6' OF EACH SIDE OF EACH POST AT 24. O,C, MAX_ OR THROUGH A.NGlE AT 24" O,C, HAX, /- ('I) #10 X 112" S,M,S, EACH SIDE OF POST 2' x 2. X 1,,6' A.NGlE ::ACH SIC:: ATTACH TO peST AND CONCRETE AT LOAD BEARING WAll WIT,1 (2) ~'O x 1/2" S,M,S, :::ACH SIDE SELF-\1ATiNG POST TO BASE AND SELF-MATING POST TO BEAM DET,-\IL EDGE SEAM ["I I, IL)lJJ fI6 E? 1" x 2" OPEN BACi< ATTACHED TO FRONT POST WITH #10 x 2. S.M.S. MAX. 5" FROM EACH PIJRUN AND 24.0,0. FRONT WAll PURUN TYPICAL CORNER DETAIL SIDE WAll HEADER ATTACHED TO ,. x 2' OPEN BACK WITH MIN, (2)#10 x 1,1/2' S.MS, SIDE WAll P\JRLlNS ATTACHED TO 1" x 2' OPEN BACK WITH MIN, (21 #10 J( 1-1/2' S.M,S, IN SCREI.... BOSSES FRONT AND SIDE BOr.-OM RAILS ATTACHED TO CONCRETE WITH 114" x 2..114. MASONRY QUICK SET AT 6. FROM EACH POST AND 24. ON CENTER MAX, AND WAllS A MIN, ,. FROM EDGE OF CONCRETE COMPOSITE ROOF PANELS: (4) 1/4. x 4. LAG BOlTS WITH ,'- WITH 1.114' FENDER WASHERS , PER 4'.{)" PANEL ACROSS THE ~ FRONT ANO 24" O,C. AlONG I SIDES (V'fAU<-QN) -1 r RISEH PANELS: j,. V ;r (:3) #8 x 1IZ' S.M,S. PER 12. PANEL I j~ I ~ -(I.... -1 I H, ' I "--- HEAOERATTACHEDTOPOST .LJ..j'r- WITH MiN, (2) #10 x 1..\/2. S.M.S. IN SCREW SOSSES "'"f';_J>-r: i C j' ~ 2.x2",Z'x3.0R3.x2"HOLLOW " , '>, "'. SEE SPAN TABLES --' -..../~~.."..~_ FOR SNAP EXTRUSIONS CHAIR ;1 RAIL ATTACHED TO POST WITH EXISTING SLAB MAY BE USED IF -:-1 nT M,N, (2) #10 x 1..112" S.M.S. iN IN GOOD CONDITION AND APPROVED I SCRE'W BOSSES BY THE BUilDING OFFIC'.AL II, .". . (1)Hllil \/2. x 3-1/2' K811" ~~ I - j :;,. , x2 OPEN BACK SOTTOM RAIL SOL TS APPROVED FOR 665# "'" UPLIFT ,vITH sm ?tATED CUT \ '. .. " ". :....;-/' STEEL WASHER ~/' \ 1~ :,8' S:;~ T >'lP 3. PO:>T (2) 3:8" BOLTS FOR 3. x 4' PO:>T 2. x 2' OR 2' x 3. HOLLOW SEE SPAN TABLE HEADER CHAIR RAIL A.ND KICK PLATE 2. x 2. HOLLOW RAIL , , ~ POST ATTACHED TO BOTTOM WITH MIN. :2) #10 x ,..\/2' S.M.S, iN SCREW BOSSES '.14' x 2-114" MASONRY ANCHOR @ 6' FROM EACH POST AND 24" O.C. MAX. TYPICAL UPRIGHT DETAIL \,' 12" x 1.. 1(2" x 0,080. ANGLE EACH SIDE OF CONNEC7iNG 8EAM WITH SCRE'1'iS AS SHOWN ~ 1 "'" 9) I -9> -9) -a> PR',MARY BEAM SEE TABLE 3.'.1 I I ~ , -9> -~ UJ ...J o < f- a:. UJ il. f= il. UJ o CARRIER BEAM SEETABlE3,' ,2 MINiMUM #8 S,M,S, x 314" LONG NUMBER REQUiRED EQUAL TO BEAM DEPTH IN iNCHES NOTE: EXTRUSIONS WITH INTERNAl SCRE'W BOSSES .Y.AY BE CONNECTED \'11TH (2) #~O J( 1,112. iNTERNAlLY , . ;..,~ CARRIER BEAM TO BEAM CONNECTION + r PAN ROOF OR WOOD BEAM ~ -~ .I 1 ,~ 'x20R2x2AlUMINUM ~71 II-~ TOP 1 x 2 OR 2 x 2 ATTACHED TO J)-91 POST WITH ,. x 1" x 2' x 1/16" x O,C45" L ANGLE OUPS EACH SIDE OF POST WITH MIN, (4) #10 x 1.12" S.M,S, (4) #10 x 1/2' S,M.S. EACH SIDE OF POST ~1-T=-L' "'-' Cll? OR 'U' CHANNEL . '------, l' ; ,CHAIR RAIL ATTACHED TO POST CHAiR RAIL AND KICK PLATE ~ ,~ \'11TH MiN. (4) #10 5.MS. 2. x 2.0.044" HOLLOW RAIL , .J,... J ~ ANCHOR 1 x 2 PI.A TE TO CONCREi::: G J. WITH 114" x 2.112' CONCRETE r I A.....CHORS WITHIN 6. OF EACH SIDE ..,-;1, / OF EACH POST AT 24. OC. ~'1 fli I OR THROUGH ANGLE AT 24 O,C. MAX. 1;= =j] / -_.=_.-1 I~ r --2-: 'I I-c:~ l..iI8" MIN_ IN CONCRETE MiN, 3-1/2. SLA,S 2500 PSI (;G,\lO, . \ 'J. ' .: , ~\~ e"fi.1Cx10 W.w.M, OR FIBER MESH -.l _______ ~ . - ~-, \'APOf1 3ARRIER tiNDeR CONCRETE 1 x 2 OR 2 x 2 ATTACHED TO 30TTOM WI I. x ,. x 2. x '/16" 0.C45" A.....GlE CUPS E.~CH SID:: A.NO MIN, :4) #10 x 112. S,,V S, ," x 2" x Q,C44' OPe,.... SACK EXi. SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL NON-LOAD BEARING WALLS ANGLE OR RECEIViNG CHANNEL ----~ I "" " ~"~ ~ i~ Ol~ ,~ ,i"" ~ ~e' ,~ ?)~"- 9l ,\ ' ,q:~ ,~ ,"- " ~~ ~~ UJ oj < ~ ,v ~ PRI~MRY BEAM SEE TABLE 3,1,' 5 MINIMUM #S S,M,S, x 314. LONG NI..MBER REQUIRED EOUAl TO BEAM DEPT,1IN iNCrlES NOTE: EXTRUSIONS \'11TH INTERNAL SCREW aoss::s Y.AY SE CONNECTED WITH (2) #10 J( 1..',/2' iNTERNAlLY CARRIER BEAM TO WALL CONNECTION BEAM TO WAll CONNECTION (2) 2" x 2" x 0,060' EXTERNALLY MOUNTED ANGLES ATT ACHED TO WOOD WAll WITH MINiMUM (2)31S. x 2' lJ\G SCREWS PER SIDE DR (2) 114" x 2.114' ANCHORS TO CO,NCRETE OR MASONRY WAll ADO (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH lARGER THAN 3. (Al TERNA TE) (1) 1-3/4. J( 1..JJ4. J( '..314. x liS. INTERNAL U-CUP AT1ACHED TO WOOD WAU WITH MIN. (3) 318. x 2' LilG SCREWS PER SIDE OR (3) 114. x 2,'14" ANCHORS TO CONCRETE OR MASONRY WAlL ADO (1) ANCHOR PER SIDE FOR EACH INCH OF CANTILEVERED BEAM DEPTH lARGER TI-'.AN)' ~ ::J U) Z 2< O~ ~ ~ en (j)(j)....J enw;;;: ::jOI- '-' ifj ~ 06 C( CO') ....J ::J Z )-1-0 zQL: > ~ G Z I- W w (j) (j) W 2 cr:::J uz (j) ~ ::J ....J < W. ~ ~ . .....j ~ o..~~ -+-," ~ :t .. ...... II "" (1) f- <' "" c::~z"<o c::UJo~~ ~~~"1 (1)0<25'0 cn~28."" ,::. ~ C1J ~ W~5~8. (1)~~5:~ ullj~::lu. ~~~~ 3~ ro~ -lll 2 c:- ~' SEE SLAS DETAILS FOR rOOTI~ICS /--- , ~---=-._~.:-~~-===- -':="-==~:-~--:-~;::--==---==---.3 ___..... -:,',-1--:1 :l, II :1 rr1..W ~ i I 'IIFOR MAX.. 'I II, II i,!L;PRIGHTii, I ,I Ii !, lENGTH; ,", Z" 1 ;- VARIES' NO MAX. (ElEV. St...A~ OR ON GRADE) .;-----'< ROOF SELECT EDGE BEAM TABLE 3.1,1 NlD I OR TABLE 3.1.2 SOLID ROOF ,--- ~-~ " L1 WiNDOW FRAMING CAN A TI ACH DIRECn. Y TO HEADER :c GlASS WINDOW INSTALLED PER MANUi'ACTUl'lERS SPECIFICATlONS TYPICAL GlASS ROOM WITH SOLID ROOF. TYPiCAl FRONT 'IIEW FRAMING . (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF ,.><2'" PLATE TO BOTTOM OF WALL cEAM) CONVENTIONAL FRAMING OR ALUMINUM COVER SYSTEM SHEETiNG BOTH SIDES ANCHOR Wlrr, ~ x 112" SHEET METAL :1': ~ ----~- 'i ALUMINUM SHEETING OR ViNYl AL TEr<.NA TE CONNECTiON AT FASCIA "UOWED SEE SECTION 7 FOR DETAILS lOAD WiDTH FOR ROOF BEAI~S [~ SOUD ROOF ~ /-- P!'2 - /-- P!'2'~ --- -----------. ~..,.~,:-=-=--=---,~ ,.,; 0 H; In EXISTING , . 1 . ; STRUCTURE a GLASS ROOM "',tALL SECTION ,/-- lW ..- -.... S":.c ~EAII AND UPr<.IGHTS "'~R ' ABL-S ---_._--: P = PROJECTION FRO~A ~~cc. lW = lOAD WIDTH V.-.r1.iES " .-"-- r> "ARiES --,< -------- - ~ MINiMUM 2' x 2' x 0.032" (TYPICAL) -...... '-,-< rn I wJ ~ ~ > 2:'X2"J--, VARIE:S - TYPICAL SCREEN I GLASS ROOM MAXIMUM WIDTH =: ::DGE: BEA.Y SPAN:: ~C::jGH OPE'''',G: . WITH NO HEADE:R' SHEETlr.G MINIMUM Oi';E: SIDE "....... ~ NO,ES:A....~CHCR d x 2. C?=~ SACK ~:rJslc~ \V17'rl '{4"x2.~':':" CONC;=(ETS F.!S"7=:S~~ MA..X;~,A,!...~A OF 2'-C' ON c=~n=~ A.l...f:: \'Y~:~I~ 6- D~ Ui='RIGHi ANCHOR 1".2' TO WAll WIT;'" 2.',/2" #1Q S"'=::I ,...E:TAL SCREWS WIT" WASH="'S 2'-0' ON C::,TE:R. ANCHOR 3EA.'<I ~.."ID uFRIG"TS INTEF.NA.l.l Y OR 'I,T,., A."CHOR C~!P::; A~iD #10 SC,R:WS AND \'lASH:RS, MI~JI""~lJM SLA3 7HiCK:~=SS FOR SLA.5 0,"'" GRADE IS 3-~/2" CONeR::T::. S= ECT FRO"T WAL,- 3EA.'-\ FROI>.'. TAB,-= 'J3iNG :.p,RG::R LOAD WIDTH VALU:: OF;:/2 OR ~,'2. O.H, .p" ($ Ci...E.'\J~ CHSTA.....CE FROM HOST SI?UCTURE TO ;7RONT WAL!... SEAM. SLA3 3-1(2" M:'<IMU,", (s::= cETAILS) TYPICAL ELEVATiON GLASS ROOM WAl L REMOV:: VINYL WiNDOWS Wrl::N WIND SPEEDS A.'<E PREDICTE:D TO BE i5 M.P,H, OR GRlEATER.. ..' / / /~;'~ S?ANS PE:'" TABLES ~ '~ ' SOLID ROOF ~ ' "Si R\JCTURAL OR PNI ~ ~' ",>-~. ~. ,. ~ "-,, 'A' -''-<-t-.. / (';" ...........~ ...-:c~':!~~;-' ~,; " ".;o:? ,>:-,::~~:,.,.. ,. ~'~~..;.;,y~r-' ===-:;?/ 7~~' ~'~ ~ ~" ~ _~ P~"IE~~;:, ,'~>'~ '" SE:E TA3l:S ",~ .,,-,~ \<PP .i ~ ~""" ::>" " ....-A- ,. 'H' .", ';-&'~"v/' -<<~-</ ~ ./Y ~~/ ~,<;.".,q/:<'--# '- r'~~, ,,,,,,,;.9', .~ ~ ""~'~..:, ~~, ~~ /'- 1.t;>/~S ~~ ~/,/ ..ro~S ~ '0'" ..,ji"" ~./,,--/ y ~"c-'-,.-/, ~ ~---'-< ',.. :::.. ( ~~X ~, " . ~i~ 'H' * 2" X 2" PATIO EXTRUSION .' .-!;~ ~"'-'./ "~ ./' ";'://,c ./ "'- -'''co/' -'~ ~,~ .~ .........~ "".:":~ ~;~;- ............... ~ ~ ~.: v '~,~~".",. "~<J'!".,p" 1.t;>/~'<:"'''',,,,, .' ,,,rJ" ;.- s" "'. "~,.;;~......_-- ..:::, '~/"--"~ ..,jl>-""o;.. y ..c,'7'-"/ ;..,;. ~~. ;;=- 0:(1 ,i- <) "! " / 0,050" I :2.-"" x 'I .~ * ,UPRIGHT HEIGHTS -'-; TYPICAL FLAT ROOF ENCLOSURE 1YPICAL GABLE ROOF ENCLOSURE 2" X 3" X 0,050" PATIO EXTRUSION NOTE: OTHER POSSI3LE EXTRUSION SECTIONS NOT SHOWN SEE ENGINEE:RING MAN\JAL "~~~~}::,~.i~::' - .. . ...:., '"-;r- _ ~ -----------~-----,.__...._........ ,E;<~~ ~H~,~,: ~~., ':;:-~.3,.~~;:~:~tt~?~..~it~~~~~ ."',...",,\l'--,y, ~.,''>" "."~~7'~'~,,,'X::r '~:',,?t"~~1~: ,>_~".""~;;~J.fki<{\~~::~~f~~:;. SOLID COVER EDGE 3EAM A = 055 In,2 Wi = 0,78 Pl,F . Ix = 0,1;4 In, Sx = 0.43 in, 3 5053 .. T5 ....r,C cJ>S' l'-\"~- __--nt----_ ~ . \;1 J" :'c-...~ ~. ~~' Rool"p -..~-=-_ ~~-:--. ,."....; ~ ~~",^,EL ':--"~ \~'~___.~ ~,. W~~.._--- '--" -~1 ~ ~ TT ~ ----+-- ~~~ \ _.- I 1 ....\ I ~ / ' I. I -N 6C"MAX. I 0 I II", 2" . 6" S,J,g, HEADER 0 I ' I g o I II~ -, II( i~ I NI~ I I I:: ...u, ...L / I i I I i I I 1 I J.)1r'- , . i 118. 'IZ' @24'') C,:3 'E'< PA,"'"L) AI.. TERNAIIVC EEAM SUP~CRT RECEIViNG C!1A.'<NEL 6 :<e . 1;2" TO STUD 8..a . ',,'2" ~O 8EAM 118 . llZ' (3 PER PANEL) cG<- C# _____ \'0' . _ _-'- ~ /~~___ 2. RIDGE BENoI ~- ' ",/ ..,.//' ',~ ~- ,>>f~ J'" '~-_ ,.--::-~~ ~--- ' _ _ - - --/ ~ 1 "-~,4IvEL "'--. '~""~ \~__-'----'-1" . --0-f:-~~.. / .?-7,- _...l.-c. ~ ~~ \ I I I _________. II I _____ ! '" I ii'" i T--: Iii I I '-_ 8EAV SUPPORT I I' '" 1 I i I ii' I STUDS TYPICAL I I g I I i I I I u; I I ~':l ;:',=,' ! ;:1...1 I i I ! ! ! <' ,/1 I!,,': 1/1:: - . r- ~ ...L_ - ,.-L I I FR..\MING DE-iAILS 7.,E SI~UC7\JR.AL A.DDr'.;c~s AS SHOW~ .,~ ~!S ::~~:SEER~.~G :::ACKAGE ARE DESiGN=~;-O ee.WR..~lED TO.4. !,oIA~UFA~~=D HOME STRUCTI,;RE. 1ME PfER StJPPOR.T SYSTE.V FOR 7'--!E M.A..~~~ ACTUREO rtOME UNIT AS REFERE\4CE:) SY Trl: ~MV RULE ~ 5C-2.oo72 AND TI-iE NATIONAL MA.'<UcA::nJR2D "CUSiN:; :ONSTRUCTION AIiD SAFE'Y STANDARDS AC'7 J21lO,:;G6 's ADEQUATE TO i-\.A.."-IDLE THE ADDiTiO~ ~'.JC~~~l. ~CAD ~1"\A."SMrlTE:' TO 71-1: ~'('UFAC11JRE~ rlOME SIRUC~KE 3Y THE S7RUCTU?AL ADDjT'O~, T~E PA.N SPA.~S SMCWN ARE CALCUIAT<:D ON !'HE WORST ::AS= LDAD OF no MPH WIND UPLIFT OR 20 #I SO. FT. LNE LOAD MUL TiPL Y NUM8m OF SCROOWS OR ANCHORS BY CC~VERSION FOR DiFFERE~T WIND LOADS lJ;::.lJf" so 9 ; ;; 1- r==H ;,. 'r;" 00:1 - "j l~- THE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE SASED ON THE LOAD REQUIREMENTS FOR THE fOLLOWiNG CODES: 1l STANDARD BUILDING CODE '997, CHAPTER ',6 INCLUDING SSTD 10-95 2) BOCA NATIONAL BUILDING CODE 1996 3) TEXAS DEPARTMENT OF iNSURANCE WL'IOS-:-ORM RESIST ANT CONSTRUCTION 1998 ,. x 2' x 0,044' 2:' x 2:' x 0.044' WINO lOAD TO SNOW lOAD CC"IVERSION TABLE:: i 50 ~R SNOW LOAD DESIGN SNOW LOAD I WINO lOAD I e"1l01NG TY?IE : 5,25 # I SQ. FT, 3 -'5 # I SQ FT. I 95 MPH I OPEN 25-30 # I SQ, FT, 61.70 # I SQ FT '00 M?H I OPEN '31-35#/SQ,FT, 6'.70#/SQ FT, ,20MPH/OPEN 35-60#/SQFT, 61..70#ISQ,FT 1,OMPHJE'IC<..OSE:D 61..70 # I SQ, FT, 6'-70 # I SQ FT, '20 MPH: ENCLOSE:D SEU'Ci ~ OR W.4.Ll ~EJ.4BERS FR:Q!.l .A.PPRCPR<AT"E WINO LOAD i"-3tES CONVERSION DETAIL 1 CONVERSION FACTORS ROOF WALL 0,67 1,00 0,74 1,00 ,. x 2,'25" x". 0 C-'C' RECEIVING Cf-'.ANNEL lEACH SIDE ,/- 2.125" '-'~r r=nu~ I; ! ~ ; tu~r T -1--"-- CONVERSION DETAIL 2 ATIACH CHA"NElS ,0 EXISTING 2" x 2' POST TEXAS CONVERSION TABLE: WIND ZONE SEAo'I'ARD OF I.C,W . INLAND OF I.CW, . . INTERCOASTAL WATERWAY EXISTING 2' x 2:' x 0 C4.\" UPRIGHT WINDOW FRA~E: JOB NAME: OPTIONAL SCREEN ROOM TO GLASS ROOM CONVERSION DETA1LS ADDRESS: ~ o CJ ~ 0:( ::) (f)~ ~ ~ OZ er:0(f) (f)C/)~ (f) llJ ~ :sOl- '-'~~ <>6 a:: n ~::)Z >-1-0 Z U :> ~ t; Z I- llJ llJ (f) (f) w :2: er: ::) u Z (f) :2: ::) ~ 0:( .1- W~ . >-' N 0... :5 ;;; V)M :::-~i"#" 0)(.)<';:: C~6;!:g c~~:e:g 0) (fot;-":' r:n3~e~ '~SUJC5 W~o6e ., ~ ~ Q)U ~&u. M..J c ... UJ (l) .... ~ C'U ....J SEAL SHE T 1 >.C-'. _' ",0 .,'_ - - "i)ir,; ..~~il-1W~z~~ -- '-<:~j '~:;r . ::~~- - .._--.~':;-_._..:;::'_.......~....._~'- ~::\~~fj?i~~:;.::-~:-.;:'~_~~ > ---:.;~~~~~-i,:;~;~f..-:~~';~~~~ ~;-0~~ .~.,t~~ .<~ -.'t,,- o~~;.c~::~" :''1~-;.~ '=;:~):rr::'~' - "0 ,.' -.', .; -- -.-.--.....--.... , _. ;~~![~.c::_~~ :.~_::?-~. ,-_c<lt" - " '~~ ~}t;~~;~.' ----~..-:~~; '/"'::-4~1--.:: ~~~7-~~' _ '0' :.?~~~-;<:.~~ !::' .. . .._'",:" '" ~ ~.2_ ."."-. --.. -...'........,......,,~ . ---,,_...._-~~~--, -r,- V], "",______ ~ U-GHANNEL ~~~-- ~ ~~..------ ~:~YI' ! /' .......... ------ /" " <' '-/ ''-/- POST IN CONCRETE #4 BAR '2" LONG POURED CONCRETE REFER TO TABLE 2,4 INTERNAL OR EXTERNAL RECEIVING CHANNEL ISOLATED FOOTING -,--!1r-r- I v I -i t ~_~ <> //----- '---- ! 1 i""" r --- <-1~........~/- ~!~~- , v~' L........ "'%.'7-- ~---.. ~- 2" x 2" x 0.063" ANGLES 3" x 3" POST llJRN BOLTED TO ANCHOR RISER 2-314" x 2-314" x 2..'/2' LONG liS" TUBING WELDED CONNECTION FASTEN PER TABLE 12" x 12" x 114" PlATE 3-112" CONCRETE SlAB INTERNAL OR EXTERNAL ANGLE CLIPS BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION ~~ i,~~ I ---=--.i/ { ~, <0-'- L 1:~c.~ y :r 'i" "< (I ~~ ~ ~. ~ ALUMINUM TUSe COlUM~ " EXTRUDED ALUMINUM aASE OR BREAK FORMED U-CUP '" N CORROSION RESIS"':VE ST'EEL THRU BOLT PER SCHEDULE / / i-I. ' ~ ~ ...,-- CONCRETE SL..A3 OR FOOTiNG CONCR~ ANCHORS PE." SCHE9ULE TUBE COLUMN BASE SCHEMATIC INTERNAL BASE , ---', I, VI '1' = THICKNESS OR REQUIRED POST V" ,OP OF GRADE 3" x 3' POST PER TABLE I' II ig == ~~ 80 lb. 2500 p5' CONCRETE PRE-MiX 3/8" x 3-1/2" BOLT OPTIONAl. CONCRETE eN' BlOCK ~~~: AT CORNERS AND 10'-ll" ---~ fu' r-- ON CENTER FILL CELLS AND KNOCK OUT I ~ BLOCK TOP COURSE WITH 3000 PSI i r PEA ROCK CONCRETE N .~~ ~ =_-_,-_~ "", IT1"! Ih ~~ ~ I RIBBON FOOTING OR MONOLITHIC IF MONOUTHIC SlAB IS USED SEE NOTES OF DETAILS BELOW r 12- .~ ANCHOR ALUMINUM FRAME TO WAlL OR SlA8 WITH 1/." X 2.1!2" MASONRY ANCHOR WITHIN 6" 0;: POST AND 2." ON CENTER MAXIMUM (1) #4 BAR CONTINUOUS B" x e" x 16' BLOCK WAlL (MAX. 32") (1) #50 BAR OR (2) 1140 BARS MIN. 2,112" COVER KNEE WALL FOOTING FOR SCREENED ENCLOSURES '-.- u----- '.-:-'-- -..'- -,..'--'"-1 ::10 r" ;.-'l @' ,', ~ 3 ;, " ~~ ~ -: ~ ~ I:. ~ ~,~ ".- ,-" = " ;3. Ii .g 3 ':'1 '~ 3 ,'~ ~..i; ~ ~II" 2 -.;: ~ CO-C' "'---- . . . , '. , 3' x 3' BASE NOTE: ATTACHME"T DETAILS SHOWN REQUIRE DIAGONAl BRACING FOR FREE-ST ANDING COVER PORCH POST CONNECTION ALUMINUM CONVENTIONAL CONSTRUCTION 2'.<)' MIN, BEFORE SLOPE " :=;=.====~=- N AlUM,NUM ATTACHMENT 3,1/2" CONCRETE SLAB 6 x 6, '0 x 10 lVElDED WIRE MESH OR FIBER MESH CONCRETE VISQUENE VAPOR BARRIER UNDE.R SlABS HAVING STRUCTURES ABOVE ~ ~ ~ <"> WELL COMPACTED CL::AN FILL OVE;~ SACRIFIC:::D NATURAL SOIL ~O% RELAT1VE DENSITY CONCRETE FILLED BLOCK STEM WAlL e' x e" x 16' C,M,U, '-<-- :., e" x '2' CO"CRETE oOOTING WITrl (1) #5 CONTI""UOUS LOCATE ON UNDISTURBED NATURAL SOIL (1) #5 VERTICAL BAR AT COf\NERS AND 10'.<)" O,C, ~ RAISED PATIO FOOTI~JG - ,,~ (2) 2' x 2" x 'I' ANGLE OR (1) U-Cr-ANNE,- x 'I' 16" ,/ ,"" T 3-1/2" ~,_"<,,,_."._.:,-,J -~. ~- - -- , . - -'.,-,,'-"-' ,- "; - - -. - - - - --- ..-------- -- ---_._--- - - - - - - - ,- - - '-." --- ~ _e"-,,< TYPE I FLAT SLOPE / NO FOOTING 0,2"/12" TYPE II MODERATE SLOPE FOOTING 2'/12" -1',10' TYPE III STEEP SLOP" FOOTING > 1'.10" NOTES' 1, NO FOO,I'<G REQUIRED EXCEPT WHEN ADDRESSING EROSION EXCEPT FOR EXISTING SLAa W1THOUT REINFORCEMENT, THEN TRIBUTAAY ROOF AREA LJMITED BY TABLE 2 4 2. MONOLITHIC SLABS OR FOOTINGS SHALL BE MIN. 2.500 PSI CONCRETE WITH 6xD-1Cx10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH, 3. IF LOCAL BUILDING CODES REQUIRES A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTiNG SECTION REQUIRED BY lOCAl CODE. LOCAL CODE GOVERNS, SLAB DETA1LS ADDRESSING EROSION ",..----- " - / = " , _e'-,,< r'YT ~ L]-: --" - S" -,,< GALV, METAL STR/\? (>4 GA. x 1') !I . g, I, ,; 31' '" = llir~ OJ ~fl~ ~ 31- \r. = :1 I' : I,'...", ..~L... e" X 8" x 16" CONCRETE BLOCK 8' x 24" x 24' POURED CONCRETE PAD / ~'1 (2) #5 BARS ('8' LONG) EACH WAY CONCRETE POURED CELLS WITH #5 BAR (SAKRETE READY MIX wi GRAVEL) PAD FOOTING ALUMINUM STRUCTURE FOOTING 2500 PSI CONCRETE WITH (') #S BAR CONT, MiNiMUM 2.1/2' OFF GROUND RIBBON FOOTING TYPE I ,..-'r- I 1~' '.'L~ ,..c-- 1 2" ~ AlUMiNUM STRUCTURE FOOTING 2500 PSI CONCRETE WITH (2) #5 OR (3) #3 BAR CONT, MiNIMUM 2..112" OFF GROUND RIBBON FOOTING TYPE II .....J <:C ::J Z ~ <:C O:;E OZ CC~(/} U)(/}.....J (/) llJ :< :sOf- ~iZ~ 06 CC C") .....J :) Z >-f-O ~~f- >CCo zt:;~ [ij :;E CC:) OZ U) ~ :) .....J <:C .1- W ~ ~ . I-' N ,., ...J- u... ::> N V)<"> =i~u:~ Q)U<';: CI-Z,-", z:O.....ltl c"'~;e:g Q) ~ < :q:-":' ffi 0:; gie .~sW"~ W~06e Q)..:.~if~ "~"'wu.. ,-,UJc-')...J C"''''w Q)~><'" ~ ~ ru 3 OF 6 Table 3.1,1: !_oad 'y\'tctn 5' 6 3 9 10' ~ l' ~ 2 Load 'NIQ~h 7 6' 9' ~ 0' 11' Loa O-NI dU1 ,-- 6' 7' 3' 9' I-~ 11' 12' L.oaa vVlcm ~ S' vf ~ 4'.-]" rind 'cao '.....lC:,' Allowable Beam Spans.. Hollow ~xtrusions for Screen and lor Vinyl (Open] Rooms with Solid Roofs Aluminum Alloy 6063 T~ ~PH 11Q MPf1 'N'n1 lcne '20 '~?H j25 MPH "",pali.,, loa<l 23#ISq,Ft 2SiilSq,Ft :,.-3 il~Fl i ~O;; i Sq, FL 2" :( ?" x ,),032 ~ ."-..J' ,., , -3 , -: 4. :0 140M~1 I I J2 ill Sq, Ft I I 4. -'j" I .!~ 4'.,') . J-:::f J-~ 3.4 ,,;. -~ .,;,-. 4-~ 4'.2 J- i " J-O j ~.., i J.4 t , ----i ,,)-0::: I I I I ~ -, 4'-i ". 4 -/' "-3 "-../ 3-iO J....j J-6' :;.'11 ;.:J ,,-:: 4'-~ 4'-:) ~ -2 ..,:.-i1 .; - ~ 0 ',-,'N = ~':'/2 ... 2' 'J :-,_ ;: 9' =:::er ',ao'e 0:"1 'er!..Incer C2'jN1::th ~~a:'.II,f:c.:':"i = 3'..')" Reac sca~ ""r,,:er :;.i1" :;.6" :; -~ ".'0" ",' ' 4 " ;;1.,,' 2" 1. 2" ;( O.O~& 0" ":1-2 :. -j ... .3' :;.-:, :;., !'.'. ~ 4'.:;) 4 -, .....:J .J.':O 4-3 4-': ~ -L J. i 1 J -:t 30?(OOna~e ioad: L...e coaD "g; 17::; SqF:! 'C2 'A? H lea<l :lean Soa" = r-5'-o ~ote: G:ass Rc:;ms: 7'r"e adeJ,ltlon ot all..lml(1Um frame ''vlnCC'I<t$ N1th g:ass :.anes :hat are deSignee 10 ; ~ 0 M P H 'Nlnd :cad requI.:erre;,:s ~o :he a:)ove upngnt Siz.es Inc:eases ;he st:engtn so U"lat addltJonal f'rar:"':l.ng :$ rot reqUIred Taoies assume e;ctr,;s:cn Onef1ted WIth longer extn..lSlon C;;""l":enSIOl1 paraiJei to 3:Jplie-j leaa . ,. ..... , J' ( ..l- d.,. ,. .,;. oJ 0-0 -' J :;.., , -0 4,,, ~- ' " " ....1 , ';'., ~-- ';"-.;) 4 . ~ 4'-:) ~. ~ J'. ~ c. ...t-,; ~-:- 3,a' 3'-.; ..i-:,. ! 2" x 2" x 0,044 ----- "0-:; ~_~Q ~__ ~'.;" .,-3" : -' 0''' 5'~ J -,;. 4..ii" 4'.':," I 2" x 2" x 0,05, 3 '. ~ .. .J" ?-'C' ~ ..," ':S-;" ;.~ :;-::l :;.3" t '.;" :l . I ~ :;-6" ::l-i' 4-.'j jo',CJ" ~, .~ :;-... 5-i" : -~ --:> 4,"~ 4"0 4 ..,~ J'.,o- "-'0 J.OI ~-,; ".i ...t _~ 1-;; 0;"' , o-c ~. '0 ~ -..;. 5-1 i 0'" ::J....J J.", :;. i " ~-:> ~-" :; ., ';".', C/ ::;".; 40.- i 4-/ : "J ~-: .;. -) .:. . ~ C ~.., 4 -J Table 3,1,2: Allowable Beam Spans.. Hollow ~xtrusions for Screen and f or Vinyl [Open] Rooms with Selid Roofs Aluminum Alloy 5063 T ~ ,-- [----;02 MPH 1',0 MPH ~j'lJTS'q."t I 20 ~15q FL I I )" x 2" x 0.050i' g'-,' a '0" 8'-," I r.:' , 1-1'" I ,'..;" load W,Dth 5' I' 8' 9' ~ O' 11' , 2' load '.v'Oth :: : 7' r--6' 9' ~O' ,1' ',r- l..oadNICit.h 5' 6' I' 6' 9' 10' 11' 12' Lead W,eth (.5" ,-Q" ~'..s' ~..; o. i~ , )" x 2" x O,Orcr- 10'.,.' 9'-3" 8'-," I"'" ,...s" 1,2" 6'-:0" .. --~~ I i 2" x 3" x C.050" , "..,,, 10'-2" ~:~,: 3'-3' 7"-10" I-?" ,-2" I 2" x 4" x 0,050" 13 -3 12'./' .' ',0' 11' '2' !..--~mple: Far 2" x :.. '( ~ :'~~ SX~;USIO~ je3~, spa.., IS d:s:ar-ce :e,:"..,een upr;~13 !.'J er;ter :ab:e roof :)or"1el ;::~o;eC:ion T 6 9' 10' " 12' ""1 1a'.':c~ '0-3" 9'-9" 9'-3 . 8'- ;0''' Wind Zone 120 MPH I 125 MPH A~~i,e~ Load 2 q, "F'L1"6 III Sq, rt 140M~ 32 ~ I Sq, Ft I I I I I I ! I I I I I I i I I ti~~" i ~~: I :.::..-J ~: i '~ I,~:~ J ,-" I" a'-:> /." 5 .1W' 6 -, ,..I 6'..'0" 6'-0 6-0 ~'-:,' : ,:;1 5'.] . 6.\': ,.., 0..11 6.j' o -c 5'-0" 5~ c..; ~- \ c.. 5 -, ~.I 4-10" 4 -, 4-, ,.., 0" ,. :0 c. , 4-11 :::~: ~' 0' 1.' , ,-4 b.i i ::.~: '-0 '::: 5 -, 6'..3' ,.,," ,4' OJ.;'" o.j i 0"' :). ~0' I I I :)-'J I 5 ::j'.-----'I ' .. 4 -:,' 6." 6'-2" 5. iO -5., 6.1" :;'...,' ~-~.. 5-J' 0" 4";'1 o "J 0-')" 10'.~ 9.4 9./ 8-, ::..,: ,., :.:: 0-' 6-5 0-2 a-'1 a -" a.a': ..r 7,'~': 0'" , ..,'./ ~-r ,..I' ~-a: 0"; 0,1' :-:0 '2:~: 1 ': ~ I ',w -.j ',G ...:' , -, =,','11 3'..,' , ~"J ,.., 9.'1 9"; S'.'u 6--1 ":-':: 10-2 3.., 0"'" a -J 1-',0' 1-6" ,." (.j '3'_;" 0-:> 7'.1"1< 3.,f' r-a ~ote: Giass Rocn"lS TIle ad~rt:c.n ot a!ur."l!:1um f:-aJTIe w;r,':Jows N\th glass panes that are ceslgr.ed to "0 "A ? H .\'1:'10 :caa :eculre~,en:s to me abo'W'e I";Dnght ::ii'ZeS Inc:eas.cs ~he Stie0g~~ so I.hat adcltJonal f;amlng :5 not ~e~wlfe-:j. Table 3.1.3: Allowable Spans ForCARRIER Beams in a Solid Roof, ENCLOSED Structures 102 MPH Wind Zone, Applied Load = 29 Ibslsqft Aluminum Alloy 6063 T~, Fb = 15,000 psi Single Seif-Mating Beams Double Seif-Mating Beams ~;: , A~~':. Pi-I ~ I I 50 --J <t: :J (/) Z ~ ~ o z o C) cr:: - (J"J (J"J ~ u.J '!J. 0 as ..J(J"J<t: C) u.J f- :>6 cr:: (""l .-J :J Z >-f-O ~ 0 .<.. :J i= > cr:: 0 Z' f- 175 'J.J (J"J W :;: cr:: :J o Z (J"J ~ ~ ~ '- W~ o.:SN I/) ::i ~..~ ~.... ...jo..J U L.l.o. r-- Q.)z~~~ CLuO~..') C~s:",:g (l)ao(~;; (l)LLj=~r-- .;:. ~ \.U ~ w:!5 is t5 ::!. I en := (l)ffi~!l- () w "" C ~... ~\E 3~ ro=:: ..Ju c:o"....e~on I f.<to< ~',rrl ,~ I ~.7rI SHE T 4 OF 6 Table 3.2.1; Allowable Uptight Heights Screen, Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 Table 3,2.2: Allowable Upright Heights Screen. Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 rus<an Lone c-s:nsq.- f- L ! ;,.i() I ~.1 I 3-0:> I o-J I : I I I I I 120'MY,H, I AppTled Load ~L i 25~~~,q.f-L I ", I I (.J I I ~,:D I I b -0 I I ,'--/, i 23 ~ I~q. d- 1 O'J I 35 I ~. ~~ i 54 r--------oo :-05:: I 12 '-73 34 '--gO , ... 1-4 I"~ :)-ii :~ I -J 0.'1.1 0.1 ") -.~ , -oj I , ~ -~ I :,.4 ; :z71'XiJ.iJ36' HOllow utrus.on I ~;f~~~' I APP~'=--- load 125 ::'/::iq, cL i ! ~ -oj I 3 1 I 1-( I (.d. I ,- ,'J ~-, , -0 o .~ I I ~~~t~ [1un'1YH, I 110 MY,rl, i f-n ~ ISq, FL 23;; iSq, FL ~3r-! 1D-J I 9'-4 1'- -q:", ...._;-;;-" - 0-' !'lB' o-H; 0..1 :-s4 I I ! 1"': I "'.. I .J i ",-11 I I I 2' J( ~ ~ -j' 0-4 /,' ~~:: ~-J o-i' 0'( 0-4 ~~ ~-'" I'd 34 ,,-ii "'-0 0-' ~ -. !-q:l "'-:> L~aoj WloL~ I i10n1Y,H. ~" ..0 4" 43 . :;4 ! ~I~:: l.'Sq. ..1'.. ': ~ -" "- , U"4 " ,~ Ir....~ j - : 'J ~-, :... ~ _..~ -j-~ ~~ ~'j 0-4 l .':U /,'",,) 60' , -~ 00 .2 j7B i ~..:. ,-0:> ( .,' o-j /'11 ",,11 1-( 0-0:> ~ -J "', I"~ 0- I Load Widt!1 125".'1YH, i 1'102 ~~,? H, [,9::' /Sq, f-t. I I I 35," '::iq, "l I i L--- o. I q. r I (" lead '.'Vldth "0 ,f. i.J :t. I~~. I" l 29 # I~~. f-l , -II 42 ~-, . -~ , .~ ~--:l , ., 0.;' ~-~ 0-:> :;. \J o.~ ;) - ~ i :;I. ( v -, ;-J '...;-:; , ., o -oj ~ -, , - , ,-'-J ~ -:J , . , ..-',.; 20 ,\,.' _.~ ~ -.;. ~.o " .( 4 .( .....:.. ;1')IIO','! c:.,'l;;:uslon I I I i I d -J I / -, I ,.,.r--;---~-i , ---1 I -~ I '" -0 ; ':) .'j I ~- I o -~ I :;-j ,"'-Ind ...Jne ::J-..,j ..:."") I 1102 '~ " rl, ,~, ! '~2: ~?~ i, AppH~ LcaO ~i.. ../ q,rt oa q. r- I.J I q. ...;.( ,~.~ .:.., -~ \.J - ".. "''0 " -J " -~ j. r . -J ".~ " " I ". , , -v , .. ~oad 'NIOth 1': " I ..,.,.. i.....;;. :::: C i'~~ 12SMY~. 23;; i::iq. cl 140 MY'~' 35," ,::iq, ~;. ~... .-: j - ,/-':j :: .J ./--, '0-" :~:: :' .::: 10' I I :' '~ ,.j :~ -, , -0 ,0 r--o~ I '.:. :_JJ_',': '.:. .- 0", ,,,).,, :,~"4 -0 , J - \ '0:::.' .:." 0- .;-,- , -0 ~ .- ~-o:> :J -"u J't. II.,) "J , -.0 ) _1 , " , '. '--,I '-J ~.j 1,:':"" ~4:':"'" ;, ~, q c t. I "5 ~ ,~q c l I 1...-1 ~ -I j ; oJ - \ ( :~ '1 , -. : J ,1 I ~ -... ;;~ i w-, -J : J-J 1, .) S"::~e~~ :ar:e! ''''JIJl,~ "N" ':' SC,,, .....Si~; sc:e-er1 ;;anel '..,!,=:~ '''N' ,S~~ :'/;:IC3i ;ass ,-oom c.:3\~;ng.1. $e;:G: Jpngr:t ~ei;r.t '.~"1" :~':~:~e~ fr~m U:e ~a.x:;:"''-1~ :"',e\,;;:~ ;<c',vec t:~ ':'2C:". eX::""...sl':):-: Exam pie: 1~v '~Y.rl, ,,-", ':-.:., 1'~'a:(:m~:-:"1 "H" t:)r 3 2" x 2" x:.J5-)'. f-':j,:N ::,xu"'rJslcn = j -, , -0:> I - ~, i...I 1 '0 I -J ",.? o -~ o ..~ "'... o -..j Table 3,2.3: , j'.()" ,;.' .s:.;. x 0_,,:-0 110110W E.-(tr'..Jslon Allowable Upright Heights Screen, Vinyl and Glass Rooms AI~mlnuril Alloy 5C53 i-Q :;-j \'Vlna {..One i '20 M.~.H. .Appllec loac I 2.6 ~ iSq. r- L ;2-" , 1.J o -~ 0-0:> i I I i ;5" I 42" I 48" r----- 54" i 60" I ~~:: i~::: I ;0 ;.:~: I~E I ~02 ~,;> CI, I ~~"t. 14.,,' 13.( :;:I-I! Load Width '10 '~,;>,rl. ~ -. :;-" 2J = '~q, Ft. ~ " . 1 1 i 1 . i 1 ~ i ~ - 2 hJ-':I '" -4 1i-( 1:-./.'J 9 .\ i . ., 8a'\ , ,/ 11 -0 l~''O: 1 .1 ;::~: 8-j ,- . 'oJ-v , -0: ~ -~ Load Width I I~?d, I r;97I~"l I I ~~~: 1 '-.,) 2J :,Sq, : ~,,:: ~: \".1 ~~:: 48 Notes: Grass ,'<ooms The aceltlon of aluminum frameNlndc'NS Nlth glass panes that are oesi'gnec :e 110 MPH, wine loae requlfemenls to [,he aoeve wpnght Sizes Increases ',he strengt~ so that additional framing IS not reqUIred Screen Splines on )" Side, extrusion turned 'Mlh )" Side parallel to sole plate USing screen panei wloth 'W' (See tYPical glass room araw\ng ). select upnght reqUired from the maximum height allewed for eac!1 extrusion Example: Screen panel width "11-1" = 60": Maxlmu;o; "H" ~r a Z' x Z' x 0036" Hollew E,tn.;Slcn = ]",11" '251~.?,-t ~ <ljJ ~~ ,? ,rl. 29 = ,Sq, ,t. 11.0 10 -0 ~. " 3 -, 8.11 :::~:: '~~f :5;;. ISq, rL ~ C-4 "., 3 .1 i ;-, 125 M.?H. , I I ~.,;: I ,4 I ~~~ I 0-0 I I I 130 M.?,H, I I 36" ,Sq, Ft. II : :~:.~: . I r-; I I I o'-v~ 29 Ii ISq, ~l. i~T NoteS Glass Rooms The addition of aluminum fram<! Windows With glass panes Ihat are desli.ned to 110 M.?H. 'Hind load requirements to the above upn-gt1t SlzelJ inc-ea~e$lne strength so that avdition.31 frammg 1$ not reqUIred. Us.n; screen panel wiClh ..."V (S?~ typl(,J~ ~i3SS room I1rJwmg ), S~I~1 '.1pngnt ;P.-<:'..IIf~ frofTI tt',e maXlml..m /"<el9ht JlIcwed (or eJcl"l e~:i...lSlon Sc:~"!n Sphnes on :)'" Side, eX(:"l..Siun tum~ 'Mlh )" Sld.e paralic-( to sale plate Table 9,3: -;;-.- Allowable Loads On Screws And Baits lAs Recommended By Manuf.clure"'i Self.Tapping and MaChin. Screws AJlowaule LOids fensil. Strengtn 55,000 p"': She.r "4.000 psi Metal to Metal - 'r -00u61<<-- r-PUlfOu(' Shear Obs. St'1eaf -(Ibs., !b'S. I Screw Diameter I :~~ 41~ " 0 '~ , . ~'.t. ~~ ., ~:~ ".~ ::, ;: ~I o01.J )tIt) .....~ 1,";;:'; 1 :;00 0,0 :k;j Metal to ?!ywooa '12" 4 ply I 5/8" 4 ply --- I ----~_;,TI6ul-r---.I--p;:;,i-Oul Sc~ew Diameter Shear /lbs.) : ribs.) I Shear (Ibs,)! llbs.\ .:.lj ~.:. ...... .,.) :;;1 )14" 4 ply I Pull Oul Shear (lbs,} ! lib.,) ;,;... :..1U _1Z ~.s ,l,,\; ,~ ',.,:J .:1 ,0 00 '4. , ," , ,1 ,,;.! ,u ~...~ .~ , '::;/ ,'-'~ 'N ood La g Sere w Loa ds USing Southern ?,ne S.G., 0.55 or Equivalent 1-1f, Thickness i- Sc,ew o=~:e~ is-:e:~I~b~ r i '~~~~~'~~~:~~ ~li~ If'.,) .:..;~ I. ..:'=-:: -~"S""""""----z;t, I .;jj 'J(.': I ~I:S ':;40 i ~ I I ,~ -: Concrete Screws And Bolts In Concrete, arick or C. ,'Jl. U. (crnbedment Must Be a Minimum ot 1.1/r Thickness With 1-1/4" From Edge I Z.OQ{;# l.,;:oncrete I J,OOU# wncrete Tension I TenSIon (lb..} Shear lib.,) Shea, i"J1 J' ~ ~k.:; .;..:io::: Screw Diameter 1,4 ~ib Jo~ , v:'i ',,~ 11,': j:O 1.::>'.J I I I I '-a I J( 0,044' hOllOW utfuSlon W,na Lone 110 '-/1-" H. : 1~O ,',tr'.H. I 1~5 :i1-",rl, ApPlied l-oad ,];; l::Jq. rt. ! .io:; ,Sq.,..t, i.'d;; ,Sq, rt I 36 :; ..~q. it. I ~ . ote S' G:ass ~ooms The ac::tlon of 3"....":1I,-,wm :,.a.i"e 'NtndC'N's Wlt~ giass oanes tha~ are ~es'(~;ed ~o , ~O MPH .N'1n-j !oac -eQwlre~,e-:_:s iJ ',he aD'Jve ~pn~hi Sizes Increases It',e st:e."':;:."'! so :....:at aoj~lorlaj fr3tr'W1C; S ,....ot "e:::.J,:.:::a Sc~een SOW\i.::S ,:>r,)" slce. ex. trusi::;r". ~~;1"\e.j ,,~!t,,)" sld~ ~araliel ~o so:e pta:e i"J , '0 '~.J Aluminum Rivets With Aluminum Mandrel'. -:-Tenslon I Screw Diameter' (Ibs.l I Shear ,,~ i~l ;0; .:?.,) .;J.!) ",~2 ;1 =- i S<:r~w Diameter I 113 ~~ jJ Ib Aluminum Rivets'Niti'l Aluminum Mancrel Ten slon (lbs.l .:...:.=- Sr,ear ~i.J = ':"":l SC;e-N ;-oes t""r'C"'....g.., t'NO slces of rr.e"!' :;.ef'S - All ~3rre\ ief'g:rs Celus \r:c....striaj Cl.l311ty Use ma(1uf2t~~:efS '1:'0 rar"';e:~ r:'1atCo'"'l. rC~aJ 'Nall \l"11CYJ'':!~S 01 :Of1~ec::on :.Jse cran. To Secect sc:-e.\I U S r:'-te: Su.:lstlt'l.:~lon of Jl1crQ( spe-<:.'fJca\lons Iii Cfa-~Ir,;s Table 2.4: Wind Zone :: Applied Load = Ulstlng Slab on Grade WIth unknowr"l reinforcement ISOlated Footing DimensionS'". ".()" , ".()" I ,'.()" "-4" I: "-4" .. ,'....l... "-6".. "-6".. ,'..s" "~" I "~" I 2''()' 1'~" I ,'.a" I 2'.Q- 2''()' I 2'.()" I Z''()' 2'.()" I Z''()' I 2'.Q" 2'.Q" I 2'.Q" I Z'.Q" 2'-6" I 2'.Q" I J'.()- Footings, Maximum Roof Area for Car;lort Posts '02 MPH 17 ",Sq, Fl "0 MPH 20 IiISq, Fl 120 MPH 2J ,",Sq. Fl 125MPH 25 IiISq, Fl. 20 17 \5 Maximum Attnbutable Roof Area in Square Feet jQ 26 SO 56 102 12i 22 59 J3 i7 Si a9 ',11 \ 15 ,4j 2('0 132 165 230 276 2-10 -'Notes: (solatea Footing ,5 a pO'.JJ'ed cQ('lc;e~e :ectangulat SOlId tLen9th r. '..v,cth i( C.e-otr.j Slao on grace m\,;st be new '';;I ~ gooc :Ol'1Clt!On 20 38 5\ 78 98 \02 \27 177 2' 2 13 '<ljJ "'PH 32 ",Sq. Fl. 16 3 i 4' 54 80 83 \03 ~44 172 Pre-Cast Block Footing ?re-<:asl footing bloc>. ( 16- x :6- I 4" ) at :4- bele... grade With 80' bag pre-m,. concrele and bad<fdled to Of Jde Dimen~ons. 11........ I 1'~.. .. ;:'-t" :0~ Malimum Annbutable Root Area in Square Feet aT ,'5 57 ~ (/) ~ '""\ o cr: (/) (/) ~ (j :>d ...J >- Z ;; Z w w cr: u (/) ...J <l:: :::l Z <l:: ~ z (j Ci) (/) W w 003 (/) <l:: UJ I- cr:C'1 :::l Z 1-0 Ur::: :::lU cr: w ti; (/) ~ ::) Z ~ :::l ...J <l:: '- W:<: ~ N Q..~~ ;=- ~ li ~~~ C::!): 0)0:< ffigD ,~ W~ 0).... UiiJ C'" 0) L- 3 ro .....J .. '" '" "f "" '" '" "" '" '" OJ? ~~ '" .... ~~ Z '" g- ~ ~ '.J...l :.... .... w >- 5 OF 6 PAN ROOF ANCHORING DETAILS -' --- ---.._--- ~ /-~=--:----~ ::;,:::... ,-'J /,' ~ .. ' '/ ,"- ...; ,I' , .. <( , , CJ. 0) :;, c, ~ '" ~ -~ --- ~- '" ",,- ", EXISTING TRUSS OR RAFTER SEALANT HEADER (SEE NOTE BELOW) !IS x 91'6" S,MS. (3) PER PAN AND (1) AT RISER ~'O x '-~!2' S,M.S, (') PER RAFTER OR TRUSS TAIL ROOF PANEL #10 x 314" S,M,3, AT '2.0." CENTER !IS x 9116" S,M,S, :3) PER PAN AND (1 ) AT ,RISE,"' AL TERNA TE CONN::CT10N: !IS x 1-114' SCREWS 13) PEel PAN ;,NTO FASC:A 7'rlROUGH PAN SCXE:) END EXISTiNG FASC:A ROOF PANEL TO FASCIA DETAIL /---- // ,/ ...., / /' //', /", /r-i, .. - / /,1 I / , / 1, // ~ = ' / ~L.,......l1 'J.J:;- /~ ~~~ ///;\ ~ //// '" -'~ ' ... //.,~ HEADER (SEE NOE BELO\Y) !IS x 9116' SM.S, (3) PER PAN AND (1) PER RISE:=< FOR MASONRY USE 1/4. X 1-1/4" TAP-CON ANCHOR OR EQUAl. AT 24' ON CENTER ;:OR ,VOOO USE ,:~o X 1..1r;:. ~,M,S, OR WOOD SCREWS AT '2. ON CENTER ROOF PANEL #iJ x 91'6' $,M.S, (3) PE.'l PAN AND (') PER RISE:=< EXISTING HOST STRUCTURE: 1'1000 FRAME. MASONRY OR OTHER CONSTRUCTION ROOF PANEL TO WALL DETAIL ROO" PANELS Sr'ALL 3E AITACnD -0 THE HEADER ','IlT"ri (3) EACH !IS X 1/2. LONG CORROSION RESiSTANT SHE::; '~ETAl. SCREWS WITH 1/2. WASHERS. AL:. SCREW HEADS SHALL 8E CAULI<2.J OR SI',All HAVE NSOPRESE GASI<ET 3:::WEE.'; TH:NAS!-'E;:l, AND -;r,E PAN PA." RISS SHALL ?ECE'VE :1 \ CAC:,,::.a X '/2' SC,RE"',' ::ACH. ""HE PANS MAY 3= A.NCt~;(E:) Ir'~~~GH }~::~?,;~N:::IT,:~31 ::ACH::.a X ., OF ThE ,;,seVE SCPEN iY?:.:: A"tD I ~I:: ......oCVc .:;,.,..= '.....,r" '::::J ,....,,13 ~'...J,,,EN ~c-:=S: ~L ~ \ --'..;.....:I'J PANfiJi- - - IO~ r-- ~ \ ,\ \ \ \ 1. FASCCA \MI~iMUM) SHEA!< FORMED METAL SAl,IE THICKNESS AS PAN ~~~~U~~?tg~ ;z. AS SHOWN #8 X 314. SCREWS @ 6' O,C_ #8 X '..'2. SCRE,VS @ 6. OC, I -~ HEADER (SEE NOE BELOIY) #8 X 9116. S.M,S, @ 8. OC, ROOF PANEL FOR MASONRY USE 1W X 1,114" TAPeON ANCHOR OR EQUAL @ 24. O,C, FOR WOOD USE #10 X 1..,/2. S..IAS, OR WOOD SCREWS@ '2: 0,0. EXISTING HOST STRUCT1JRE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTiON ALTERNATE ROOF PANEL TO WALL DETAIL NOTES: ROOF ?ANELS SHALl8E ArTACHEO TO THE HEADER WIn-; (3) EACH !IS X 1/2' LONG CORROSION RESiSTANT SHEET METAL SCREWS WITH ',a' WASHERS. ALL SCREW HEADS SHALL 8E CAULKED OR SHALL HAVE NEOPRENE GASKET 8EiW'EEN THE WASHE:R AND TI-iE PAN, PAN RlBS SHALL RECEIVE (1l EACH #8 x 1/2. SCREW EACH. n-;E PANS MAY BE A"-ICHORED THROOGH BOXED PAN WITH (3) EACH IIa x ,. OF THE ABOVE SORE..... TYPES AND THE ABOVE SPECiFIED Rl6 SCREW. COMPOSITE ROOF ANCHORING DETAILS /' ______ 0-' ~ -,.. 'Jl " '< ~ r-;-----.--< :;) ..=:;t..:U. i" - .... ..,~ - ;--+ .--- (I) /\ I, I' ct ! L ~ \,'1 ~~~ ---"-----1 ~ I ......;---=_.r: --{ ___.~ ~ ?:,' --- --;-=:j .'"---- EXISTING TRUSS OR RAFTER -~ #8 X 9116" SMS SPACED AT 8' O,C, BOTH SICE:S ROOF PANEL #10 X 1.112. S)A.S, OR WOOD 1'1000 SCREW (1) PER RAFTER OR TRUSS TAIL #10 X 3i4' S.MS OR WOOD SCREW SPACED AT 12" 0,0, !IS x 9,16" SMS SPACED AT 8" O,C, 80TH SIDES EXiSTING FASC:A ROOF PANEL TO FASCIA DETAIL /_..,-_.. -~, EXISTiNG HOST STRUCTURE 1'1000 FRAME. MASONRY OR OTHER CONSTRUCTICN !IS x 9116" S.M S, SPACED AT 8' ON CENTER SCTH SIDES //". ...---/,/" -- - ' /~r= 0 " / /" .a-- Z ~ ~ ~ :b, 0. 0 ;:OR fMSCNRY USE' '4' X 1.114. TAi'CON ANCHOR:JR EQUAL Ai ':4' O~ CE.'11 ",R FOR 1'1000 USE;10 X 1-,12. S.MS, OR WOOD SCREWS AT 12. ON CE."TE.'< 1 \ ...... o~ ~ --- '------ ROOF PANEL #8 X 9116" S.M,S, SPACED AT 8" ON CE....TER Bon'! SIDES ROOF PANEL TO WALL DETAIL '10TES: WOCD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASC:A FRA'oIING.vHERE POSSIBLE ONLY 151'. OF SCREWS CAN BE OUTSIDE THE TRUSS BUT'TS, S"S.FASC:A AND THOS:::: AREAS SHALL HAVE DOUBLE A.'1CHORS, ALL SCRE....S :~TO ll-<E HOST STi>.UCT1.;RE SHALL HAVE MINIMUM ',-1/4" WASHEi>.S 0,"' Si-'.ALL 3E WASH E.", HEAD::D SCREWS. i-'::ADERNS'CE DiMENSION S,..A.LL BE EQUAL TO PANE!.. OR PANS "\,,, THE WALL "'HICK,NESS Si-'ALL 3E THE T'rlIC:'(NESS OF THE ALUMINuM PAN OR CO'APOSITE PANEL NA,LL THICK.'IESS, H::AOERS SHAl..l BE ANC:i-'ORED TO THE HOST STKUCTIJRENIT'rl ANCHORS APP",CPRIATE FOR HiE ~.\ATER:AL CONNECTED TO, Tri: A...C:-'Oi>.S ~E"'A.lLED ABOVE ARE BASED ON A LOAD FRCM '20 \AP rl, FOR sac SEO'TION ',5-:;'6 FOR A MAXIMUfA POSSiBLE SPAN OF T'i-'E ;:l,OCF PA"EL FRC~A THE HOST STRUCT1JRE, ,-'--- 5. 10. /"r !IS x 1/2. ALL P'JRPOSE SC,qEW @'2.0,C, '" cr: :::> G :::> ::r: iii .... (/) ~ aREAKFORM FLASHING = I \, i : <== ~ =:- ~I"I L ,~ : ;--- f / ! / FASTENiNG SCREW SHOULD BE'" .YI~ OF " SACK FROM THE ::aGE OF FlASHI,NG ---- I )' CO!..1POSITE ROOF PAI'.;EL SEE SPAN TABLE / ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS 1. FLASHING TO BE INSTALLED A MIN, 6" UNOER THE FIRST ROW OF SHINGLES 2, ST ANGARO COIL FOR FLASHING IS W ,019 MIL COIL 3_ FIRST ROW OF NAILS WILL HAVE TO BE REMOVED TO INSTALL FLASHING PROPERLY 4, FLASHING WILL BE INSTALLED UNDER THE FELT PAPER 'lVHEN POSSIBLE 5, HEADER WILL BE PUTiY TAPED AND CAULKED EVeN THOUGH FLASHING IS TO BE INSTAlLED 6. IF THE DROP FROM THE EDGE OF THE SHINGLE DOWN TO TI-1E TOP OF THE HEADER is MORE THAN ,. THEN ll-<E DRIP EDGE WILL HAVE TO BE BROKEN TO CONFORM TO THIS DROP 7. WHEN USING FLASHING THE SMALLEST SIZE HEADER AVAILABLE SHOutD BE USED 12. ,03 MIL ROLLFORM OR 8. BREAKfORM IS BEST SUITED FOR HEADER SiNCE IT KEEPS THE FlAP UP OF THE HEADER BACK FROM THE EDGE OF THE FlASHING 8_ WHE~ SEPARATION BE1WEEN DRIP EDGE AND PANEL FlASHING IS REQUIRED '/2. SEPARATION MINIMUM 9, STRI? SEALANT BETWEEN FASC:A AND HEADER PRIOR TO INSTALLATIOtl PAN ROOF ANCHORING DETAILS RIDGE CAP _ _____ __---------....., __ _ __ SEALANT HEADERS A,",O PANELS ON ......... /; PAN HEADER 80TH SIDES OF BEAM ......... ;------ (SREAK-FORMED OR EXT) FOR GABLED AP?lICA TiON '/ . , _"-:- __ ~__' !IS X 9, 6 S M S (3) PER PAN ~'-'~ AND(1)ATPA."RISE~ :-- I' 1r-J1' ~ +M/ :-1'11 \ I tL~ ' !IS. 9116' S.fA S, (J~ ?ER PAN /' I \_ PA." OR SSMP, i>.OCF PA,",EL AND(1)AT?A"<RISER ~ / / L I Al ':'E,;;;','1A T:: CONNEC,:ON' !lSx9l16'SM.S 13)?ERPA~ ~X~-':4'SC""WS(J)P"RP"'\j ALONG PAN BOTTOM ' o.J....,-! iNTO SE.AM THROLIGH seXED . - . END OF ~"N A.'1D H::ACER. ROOF P,ANEL TO BEAM DETAIL ""it". L ftjt --- lJ---- ~OTE: WHEN FASTENi.'1G ;>A."ElS OR PA"S TO 1'1000 PLATES SCREV,S Sl-'AlL HAVE A MINIMUM EMBEDMENT OF 1. FOR COMPOSITE ;:l,OOFS: #10 X (t + ~12'i SH.~, W!TH 1.114' DIAMETER ::E'<DER 1o\,,^SHERS @ '2. O.C, (LENGTH = PANE!. THICK.'.;ESS. 1") @ ROOF 6EARiNG ELEMENT (SHOWN) AND 24' O,C, @ ~ON-8EARI,"G ELEMENT (SIDE ,VALLS) ~ ....."" ROOF ?"'N=~ (PER TABLES) SECT1C,; 7 "OR ?,'c" ROOFS: (3\ S'C:...:;.8 x 'r;: LONG S,MS ';'=.:1. .::. ?A......El SU""ORT,NG BEAM (P::;:l, - AB!.ESI ROOF PANEL TO BEAM FASTENING DETAiL (' I !IS X 112. WIT'rl HEAD S,M,S, , TOP OF EACH RISER ;~~~~>~--- ~~~< (3)P:R RC?F PA~!IS ".. 3i8' ,_~ // Y "" n::AD S"..1S, O,~, ,N, 0 BEAM /.. /J / V ROOF PA" (3) PE.'l, ROOF PAN #10 X l' WITrl S..M,S. TMROUGH ROOF PAN AND BOX HEADE,'l, O.C. ,NTO HOST STRLiCTURE PAN ROOF AND BOX HEADER FLASHING 0024 OR 26 GA GALV. ! ~ 2"x 2"x 0.06". BEAM DEPTH '4. ATIACHANGlE "A' TO FASCIA W1T'rl2-3I8. LAG SCREWS AT EACH ANGLE MIN, 2. x 3. X 0,050. S,MB, (41 #10 S,MS. AT EACH ANGLE EACH SIDE I 1 ~ I ! BOX HEADER 3EAD CF CAULKING ALONG TO? OF BOX HEAOE,'l, #10. '.' '2,. 'NASHE;:l, HEAD S.M,S, -;-'POUGc; SOX HEADER '2' OC. ,';TO~CST STRUCT1J?E NCTES: 1 ;~"";~"'1 "'CS7 STRUC-:l.1RE is \MSC~~Y 'JSE ','~. x: ~-1/~. :R!\'E ?~.~S C~ .,,'4" x: 2.~,4. :rH_i~DE~30:"'-:S 2 :;'S::~:!'::Y::~'C!I:!.G SL:3iASC:A ,O,.,..,r .,,'l, ; AIL::. r'c<ST NI,r\ .'0 x:;" S.'A S, ~~- ...q:.-' ..,~" .. 'i~ :-----: .J '~ LJ i i @ I '; 1 @ ~ A . WIDTH REQUIRED FOR GUTTER S . OVERI1ANG DiMENSION 8EA... TO WAlL CONNECTION: t'- A -/ (2) Z' X Z' X 0.060" EXTERNAL Y ,IAOUNTED ANGLES ArT ACHED TO WOOD WALL ',vITH MINIMUM (2)318' X 2. LAG SCREWS PER SIDE OR (2) 1/4' X 2-'14" CONCRETE ANCHORS TO CONCRETE OR MASONRY WAll ADO (1) ANCHOR PER SIDE FOR EACH iNCH OF 6EA.l,4 DEPTH l.ARGER THAN). (AlTERNATE) (1) 1-314. x 1-314' x 1-314. x 1/8' INTERNAL U-GLl? ArTACHED TO WOOD WAll W1rrl MIN, (3) 318. X Z' LAG SCREWS ?ER SIDE OR (3) '14" X 2..114' CONCRETE ANCHOPS TO CONCRETE OR MASONRY WALL ADO (1) ANCHOR PER SIDE FOR EACH INCH OR CONTI LEVERED SEA',! DEPTH l.ARGER T'riAN 3" RECEIVING CHANNEL OVER 8EAM ANGLE PROVIDE 0.060. SPACER AT RECEIVING CHA....NEL ANCHOR FOINTS. (2) #10 X 2,1a' S.M.S. AT RAFTER TAILS OR 2" ON CENTER MAX. WITH Z' x 6' sua FASCtA NOTCH ANGLE OPTIONAl MUST REMAiN FOR A'IGLE STRENGTH J---....-- 2".6' SELF MATING BEAM IV1TH (4) #10 Sl-<EET METAL SCREWS AT EACH ANGLE EACH SlOE CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL ...J -< :) U) Z ~ -< o ~ o z a:: 0 U) U)U)w U) W ...J :sOm o ~ ~ ~a::r- ...J :) Z >- ~ 0 z 0 f= ;> ~ 0 z tn ~ !1J W ~ !Y :) o z U) ~ :) ...J < '- '~ W~ ~ ~ ~ .. <: ~ ~o..J.. "1" ~ U ."" Q),-<~ c~z:"'.o COJo~", <>:,...;2 Q)'l.<-,;. cnSagie .~;=;'; W2556"'- Q);;~~~ ujj~~~ c ~ .. I!J Q)i3><.... "-~ 3~o ro-:i -l 6A OF 6 iL f /- - ----- ..'.. 12' ._,_.. .' 12" WIDE x VARIOUS HE:GHT RISER [INDUSTRY STANCARD] ROOF PANEL. Tao:e 7,1.1 Allowable Spans for Industry Standard Riser ?anels for '/ancus L::ads Alummum Alloy 3105 H.14 or H-25 -f.r7.rlT2 J, a 0'9 ~j5ef ?;we:s Open :3ulIdln9S t:J1<:~osed ~ultdlngs :-- -;r;;-n(J - Cp p[;"e a-- -. O';e"rri-:iilq::OnoltJon .. 'N~rd ~D-;-;e-a-- -... .e r1"" 3 rq _::r";O::IO~ ,;::le:,lon load -~C\'E"-----r.~~'l'1j--J-::r--~- Re~lon Lead "JC.~~~~:'"..~---T~.-:- . 101!,{;:) ~--- ~f-;>~--- 5"-7~-;-.~o..;--- '1j.r~j02 \A ?,H.-.- i9 --.'..t..',';' ~:--~~-,::-- ~;;~:~~~ -~; . ~~-~~~i; , ~~!:;=:~;,~~-~~~l~' , ~2!'1~11. - "S---;).; , :-':1 " ':l~ - /.~I"j ~~.:.5'1_P_.:.r:4:S--"". '-' ..... .'~~T.r:-~rr-~2 ' J. 1"- :f.~~40~~r--r--;)O .. f.l7r:t'-~"2".l O.S,b~~3nels r---0peri3U!ldlngs ::f'Ic:os.eo ::jU110ll"gS i~/'i'r~~ea~OYer~Condltton I "'.a..r.nc I Appl,ed '...'\ierr,Jng '_.:InoltIOf'l : Re';l~n ~ Load ,~~J"E~~T...;-r~~~ Region i Lead "~O;~..J ~ -v ~r::;- ,1l2V.;:>~-r--;-.: - ~ ~~v""---'';"'.'r11lp;r~~,. "0 ,"O-,.{;.."'!"; - --:: ~'; .~.::--- ::;:---.r....:- ~~O:.,----"'-X- :5- -?::"'--~ -;-=- i'~~J" ,,- .~.J.--:;-:-:-~~ ;7.:---l'2!Y~r~ 4r-;- _.~ --:0 - ;.:'.. ~~!'.r~-:S--,!~ .. _ ,;l'~~ -125'".f~,,=, ", '... ,~,~-~~~ ~..~ ~~.~~ ~x'~7KiSef ,:Jane!s Open BtJI~rj~n95 ~C10s.eO 2ul'dln~s "f'~~ ;"ppl1ed:. .J'fer~arH~ ConditIon 7~d t:.pP( ed Uverra'"';l _one tlon Feq~on I Load ~~7':c~-r-:qr- Re,;!on I Loao 0C"'~........ ~..:::- ~O,--.;r~rl. '7 r.' ::~ ~~~Or"Tif~':;l'':' ':,~ ~o-'1~2~-<:I ., ~..., ~~u'tl~,:-1.' ..;~ ~'2~~.r--:-~~'J ...-,,; 'j-2 1~V~r1., 41 ;).,:. 1~5"'l,~ ~.~::"~::f""7?,'1. <l5 ""1 ,~~-.f~ -jz ~." ~.:;, ~J.O~~,?,r"'_' ~.? ,,' ;...:. -~~~;;..:~~ ,~<;,er""Jn.r s '...I;J<en :r(,J1Idl~gS '.'1':"0 AP::>IIE:~, - ,~..ern3:f'";g '_onOltJon -~Nina- iAc;:ll,eo Feg10n L~.aC: '~~~.:J--:-7..;r--T-O~~ Re';jlon Lead -----r;L.\~ 1CrV;:,~----'r----~-~":~~.;--<'Or;r~~..., ,1~O'r~o-3':---;-:;-'. =-,., '...~ i'0't1,?,r1. ~-... ~IC"V":="':i_~:r--? ~5-) ",.~~ ~k~.I"1., 4~-~0 ~!,;r~s-:- .. 125 .,1,?..... ~S-- ~.:. -rJ.:~-~...,. ;...) ~J.ClJ,i'~~., .:. C/'!C10':.eQ 3ull0lngs 1...;'..-er1'"an~ ,-,onaltlO'" " ..; r~.:::- ':,.::. ---r:1i~2 x "J.:~~?aneis '",pen ~Ioln~s ::'cio:;ed ::tJIIO,"gS ,'j,rj , A~o ,...."..err.an'; '_onOllrOf" ,'flr"'d i APp~,ed ....ver;"3:n; ....::lnOJt,on Re~:::..., load ::J.?-lc-r-~,~' J..J 4;::"'- ~eglon Lcac ':;C';~ I -o.J .. :::.~:::;r-r-~ -rcr,(~~.j .~ -'~-Z~,~2~.;. :..'"" oJ.,; ~-rr';r~20 ~'<.J 1 ,u:;T.~5 - ~ "'2~?-r:r--2.) -j ~ !:l.;' 'C-:71~OM.?,~ ~, __ 0" ~2s-r;T,~~~~ ~:---.;-l2~.~~ ......: /'" :~! ~;r'~J2 ".j ,-'" ~~~~~ ,',j I ~'2~J2 :-(j:;err-;1nels 'J~n autldln~$ ,"'''10 Appl,e-j J'..erl"ang Con<:jj(lon .\li'i1d'"'" App',e<:J ;:l:e'7~on ' LoaO ';cJ;c-r-~~~ )'.J' J;'~-' RegIon ,! Load ~C'.c: ~~,'~:--i. '7 ,J.. ,1.' ~Z.:. ,tr~ 11~~2o-T. ,'0 ~C".., '~,' l11r...,~s---o'> il~~~-~-r.;. j.'.~ 3.',', '~-_~i~';r'?H. 4, :;.~i nQT,f~5 0'''':1 .~ I;~ ~'I '~.'.' 1 ~,~i'~~':I i~J~~, .. .'0 ,.~~,.,~,., t:r''Closed ::JUlIdlng5 ..]'d~:rr3r'i c..onodl00 ....... 4.... J~r ;... ,..I ,.ii.,.l ,....,..... .- ::;:.:1 ~.-4 0,> './a:e -;~aJ .w r;ar.et ~c.,,,! = 'com MeV'1 ;:>Ius ......atJ ""01," pI..'S C'<ef""at"9 iI f / 12'" . / 12' WIDE X 3" RISER iNTER.LOCKING L1NDUSTRY STANDARD] ROOF PANEL SE=~OIYIDUAL ?ANEL SPECIFiCATION (IN TABLES) FOR AllOY AND THICKNESS iaoie .... ':"llowable Spans for industry Standard Riser Panels for Vanous Loads ~lumlnum Alloy :105 H-14 or ~.2.S ;.. 1 '2" 1 OCiS" ':\,;.er Oaf'C'S (Jo'Cr'\ 2Ulid'f'qs EncioseO ~Ulld\n9S Overt'ang COf"OltloM ~-'70-D!~---6.:eman9 CondltlOM ::(egIC,''l ...,).::0 -';C~[E--1'~-;--~";'--~-- ------ Wind Ret;lon i Applied Lc.JO ~O"E ,'.Q'. ,. ,- ,'.- ,.Q" r.Q" :-. ~ ',. ~c-.' '" 'C;:: M~:1 'j ..;- .':-,,4" '02 ,d ?,H. "0 M.?,H. '20 ~.t,? H. ',5 'd ?H ~40 'd?H_ :'9 )5 1.3- 1C'.:r , iO ,''''i:! ., . 2'0 ~..1? '1 ~C'.',,' '~'.7"' ~ ".a~ '7';;- ;:0 ZJ :, J2 ,'.4- ;- J)- ~ c-. :;-.. . .. , C'. ',,.' , '~'. ~ O. " . -.a- '.. eo.a- '1.T ., ~ 25'.1 i:) ~ ?J.":': "o-S 3',. ~ - '1.7"" " ;.-5- .:.s ;.; ... 3"";'"?JJS' ~ 4.V ... i:J '""'I. 3'.~:" -3- !-'," ;r' x ''Z' x 0 C,S" ~J~r P.Jr:eis Open SUlidlngs :.nCI05ed 8tJOdll"gs Appllec1 C"~r."'..'\I"\~ CO('lOlbr,., L,;,:.d :6"~~. -=~.fr ~ ':'1\" Ove rT'1a ng Cond.tlon ~O'lE ~',I~' -4~~r~-4? Reglor, 102 \\,?,H. "0 ~,P,H. ; , 120 1d,?H. 125 M.P,H. : 140 ~.P,H. 1 :f. a'.s- 3'-5' -,5- ,.., 3'-.:' ~oo~;~d ~OJin<1 ::(e;;on '02~iC?~ ~~o~.?"". ',O~? ~ '25 ~,? H ~4Q ~ P"'l La." ~ '7 . ,::. ~ . '4...s- ''''-';' 'S.... '0'.0' "'J.~c- ..... 3'.5- 9'.1 ~- .:'.e- a'.','" ?Z' go.'::;' ~ JS ., 45 >6 ',.3" ,,..,. '1;., 'O.S. ':.9"" '2".'Y' , ~ '. " 1 - '!'. 5~ .t....7 ZJ os J2 ~ ~-S' "'.:r 'Z,9- ':)'.'0' " ,.. 1 ~," 'C.':" 'J..,- ',', .3~ :., r It '2" x o.on" ~Iser Panels Oo~n 8U1IOlngs Nind "\opl,ed O'fer~ar'l9 Condrtlcn RegIon LC3d .'iO'iE "4" Z..j" J'.J" ~C2 ~-.4,? I-i. ~1 'O:;'.='- '5.-'3" 'S.l~"' 'SJ3. .~'.S- enClosed BUI!dlngs O'/~r~.ang ConOillon Wind i ApplleC2 RegIon ! Lead i '02 M.P.H.; Z9 "0 M.?,H. 35 '20 ~.A.?H. ~, ~25 M.P,H. 4.S '4(l '~,?,H. ;.; "O~E .,.,. .(;.,. ,,-,' 4"..{)" 1'.0- 1 ~'. '. ~" 2'..0" :.Q" i7...:- "0 ~ ? "'\ ~20 M.?,~. '25 lot,? ~ ~..w ';41' ""l 21) ~J OS :2 ".4' .t...., 'S.S' ."',)' "'.5'. '~.3- , J'.5- '''l' ~"~ , ',:'J3- "S";; ':'., 'Z..5' '3'. ,. 1 ~'_ ~:;- ':..:J" ;11-:;; ,'." 3'.;- "'.=.' ';:.~. '~..3" e.-'3- ":-5- "~ote: -o~ao --x' :ar~. ...,c:r<:: ~M~:"1 ;II,,;S ....all......~:"I :1\..5 C-.efT"'at";' Table 7.1.3: Aliowab!e Spans for Industry Standard R.iser Panels for VgrlOWS Loads Aluminum Alloy J105 H-28 ~"2~'~;s.er .,..~r,et5 eper!3UJlOIl'1g5 -Cvemali.9 c..on<:jluon -~~~~ \~ Z~ )~ i:..':; ,:.., , ',.~ ~., , ,,-', " . 3 .':' ',:,. ~ ::....~clvsed 2ulldlnCjs Nlnd Applied ~eg'on Load ~~7 1Tilll,? ~. 20 :--1:20 ~-.4.?,~. ,,:3 ~:2~~"S ,.llr;n'~"J2 ~'V,nQ : ;'pp~.ed, ~.. Region I Load ~O~t:. .~-" iCrY:P11.~'.1 ~.1 1 110 \4.P.H. I J5 ':1'0 '" 120 MY.H. 4' o.',~ 1~t5YP.H. .:l.5 ,..., 1 '".1C 140 ......P.H. i 56 IJ....~man9 ConditiOn l..J ....;J J...'J ~G-'1 '1 ~ '"." ,. ,(.I ";J'::I " ~ . ~ " ,~:.~ ~c." " '::1 ~ \oj -::: ',~_~iJ 'O"".~cr.',1.J , 4." '0,'. n-:r .'.0 ,.. ,.., ,.., ;~71-rr:ti:~Panels upen 8ulIdu'lgs ::.nclosed l:::IullfJJn<;s -NInO ,..,DOI;e(j O...ert'.ang (".ondlbon Ni~ ....pp.d~a \Jvemang '..onaltlon I' Region Load ~~.::r--7~~r::r- Req/on ! LcaQ~t: 1 -J 7::J J -a- .J ~ ~'O1~~~." 5-;. 15-0 ~,.~~2M.P,H'1 -:'~4 ',-0 ." ,:.." ~4..,. ~V~~~~....... i~.~ ~o:TrllU'V.'?x-:--J5 I ~'-J ,,-::: ',.11 "." , ~J..t; ;1'20 ~,io''''t ~ ':." '4:", ',4.::: :J'~ '0-0: 120'llY.H. I .., . '~O., "." '2-0- i '3.~ n-Z~.~J." ~J.a '.4~ '~'23"VP.H.. I 45 ! g.n I 'O.~ lC.O ",., ~Z-:1 ~zni~~r:i i ".',' ~2-~ ~J.:. ~4.,:. I \~:~)o r 0.\1 I 'j.' ~O." 1'.11 i~2~rr'O)r~;.err-J~'s ~i3wlolngs tnC10seO BtJtla'f'gs Wind i ApplleQ ~Condluon WInd I Applied: U...emang ConditIon i Re9ion LoaQ 0~~T~r~.r-r-, Region I Load 0illt~~T..... I J"-Q 4..., :1:~:~.~7 .l~ 'gr:-.r---';~~o~.~~rr--:~~.- ~4.',i :.:- '1l0V-:~20 ,6-0 ~6-" I ~, -0 . 10-4 ; 1''Cli~5 ; 14'~ ~".{ ,'...~O ,4.\'..1 h2a~.'-'"1 ,,3 ~S-4 :~~~.1' ~O-<:l !,41'ZOll:P'.H., '" '!~ i1"d""" 1".i1 ~4:..... i-n.S1l':~2~::I 14.,: ~4,'" 1:'-0 i \~2~1 1'." :'.6 'l-o ':3., ~ltT:~2 I ~.l~ i~j-o '.4~ ~5.:.! ~~.~... 10., .,).o! ','-Q ~2-o Note: TOlal 'oot panel 'Matn = room .....c:.n OIUS ..,-all WlQ;n OluS c--.ert".arq J / (. l '2,00" -/' INDUSTRY STANDARD CLEATED ROOF PANEL Table 7,1,4: Allowable Spans for Industry Standard Cleated Panels forVanous loads Aluminum Alloy J105 H,14 or H-25 ~~9 I...,eated i"ane!s ooen BUildings 4'...:)-- '2'Z- ','..s- '-----;Ylnd .1. ApP'led I I ~e9lon . Load :"""'V~E \102 M.~ r"tl 11 I 3..,) ~1J1J,? H.I 20 I "0 I';?:O M.P.H.I 2.J .~, r1511.?H-1 26 !140 ,ld P M,I J2 \.:"'4" IC I," .. "[02S O'fema/19 Conddlon 'l,Vlria-1 APPLelj I J....~m~n~ Cvna:lOon , ..Cl 'l.ij, l'.ft" .:,....0.. I Region LOJIj 'JC\E, 1.;J l.J J-<J I 1.;' iC.~ i fO':nT2'." I '02 ~.t.?H. I ,3 I I I -4 Q.\ I '1..- I :1'~ I 10'.:;, I "~'Q 11'OM.~.H, I J.5 ';,0.::1 ;l.;f d." 13.',~ 11.~' I ~~.:. 1'20M.?H.1 4' ~." .,.3 (.2~ d-'J ,.,. I 3..0:. I :j.( ! '~'"2sr;(p rl, I 45 I ~., :;'--J i ?',~ ... _ie '3'.([', .?, i ~~?,H. ~,' I "..-, I .'-.J ~ ". ~ . .0'4- c..,ea~ea !Janels o-pen 3ul10ln9s In I' pp lea! Ql,'emal"lQ ConOltloM RegIon Load ~E 1'..0" ;:-0' I r.;;" jTn~,~7 I iC'.~ ;n., ,... ".~~ . ~.'.~.I 20 ! 3",', I ~.: ~ : i'. ~.~.~~Q." ;1'4 !~., il~5 M,?,H.I 2S I ~.:; I ~-, ! ~~ 1140 M,P.H,I J2 I ,.~o I 3.0 ~2.".:c 0.OJ2" Cleateo ...ar.els ! Open aU.lIdlngs \ In I ppj(e I vemang _onOltlon RegJon Load I .'JGNe; 1'-0" i lJJ I J".Q" 1102;...,....~.1 1~.:. ~~.~ i~1.~', I 'Z.11 1'10 ~.4,?,.~1.1 20 I "O-J. .o.! I . ,., 1'.1.11 ~~,?,rl.1 2J ~-d ,.iO I "C'''':I ! ".::: IT25 :A.?,H.I 26 ~',', 1 .,,'...1" I g.'" ; 'o-.~i ~.?r1.1 32 3., I ~.;) I '0., ~r.~A . 'zo.t;" i ,'-0- .; 1 '. ~- .'.()- '4-J- ':'.5" ~.CIO;.eQ BuudH"gS I ~closed 31..niOlngs I 'I,-\I'lrld Apptleo I U"emang l_ondltJOI1 I~ R.egion I Load ~v.:c. 1.::J" I "Z.::J" J'-J '~~~H. :~ "" i j.',' " '2"'::l . '1ul.A.~ n .j ,~ I ~-::I i ',~.~' . t'2~~ 'J.,', I ~.~, ~2.5 M,?H. i 45 I -:,.:: 'J'~ .::.r , ~40 ~04.?,H. S6 'j.;l ~.' I 0" I '.,J r::.,..,c:os.ea ='....lia)("\gs Nlnd I ApPlied I 4 oJ I Region Load :~G:"k. I , J. ''''' I ro~~9 3. 'J.~' I no M.~S .'0 'r.;"jl20 1d.i'H, I ., I .~nr~~'. ...., ~4Q ~.,t.I".H.; :;6 'J.", Q'femang....onolt:on i 1~i~~ :""," ,,' 3.'"" I ~.:. , . ~ , ,.., ....,.. ~Qte: '"'oral 'cot :.a:-.e; \II(IC~~ = 'Oon'\: Mc'!'i :llJs...-a!1 ......c.,;'I ::'I.,;S '::'.e~ar-g .',:..0 . J-:' ".'i ~ 1 -0 1'.', .'0 I "j.,", , " ,., "0 ;t.,:" .,....;: .;{.i', I ",."';J 4~" .....J <t: ::J Z <t: ~ Z <.:) (/) (/) UJ W o a5 (/) <t: w I- cz:: r-- ::J Z 1-0 U ~ 2 u I- W (/) (/) '0';1 I (/) ~ o o cz:: (/) (/) ::i <.:) 06 .....J >- Z :> z W W ~ cz:: ::J U Z (/) ~ ::J .....J <t: :l" ~ C 'c..,. >- w~ '" 0... ;;; ::; _:!: -' ~ 8 ~ ~ Q) >- ~. ,. C:!:O"- c~>-;:e Q);l;?,( CO 6 0 . ~ h- W 0 8 '" Q) o c Q) L.. ~ ro .....J SEAL SHE T 68 OF 6 {f--I 0( '.!J :l. Q " ' /:: ]1_- ALUMINUM SKIN E.? S, CORE SIDE ?ANEL CONNECT. nONS '/ARY roO Nor AFFECT ?A.'iI:L S?A.'iS) SE~=CI ?A.'.tEL:;E?rrl F"C~ ~ABLE5 40" .--'- ----', COMPOSITE ROOF PANEL [INDUSTRY STANDARD] Tab,'e i.1.5: Alio'Habie Spans for Industry Standard Composite Roof Paneis ~or Vanous Loads Aluminum Alloy 3105 H.14 or H-25 1,0 E?S Core Densrty Foam ~-'~-X:-J--::':'9 ,....ar:e'$, ---- - '...I~n 3...,,.l.nC"- .:...l<:IC:.ed :JUlIC,PgS ----:r-.r..,-:-o---::rDPi.-:--;;--- -C.h";:rt',3tlg '.on()lt:i"'Iii- - \Vina - ~p~l"l";":i -',)',em31.\i-'_Cf';OltlO"'l- ~e9'on LoaCl ~v....C--r-~7"~ ..;,.0' J:J:J- Region I Load ~~-~~ ---':1'I,~,"'--~.~~ '2~JJ '4.~ 101'J~~r-:l' .,~ ~.' '....., ~r;:r~~~' ',~,~ '4-" '].. ,~~.~j5 3"..) ~"'; ,"'2~,~:~~., ":;.~i '~.~c--'~~~~:1. 4.1 .d '-"251.4,~,rl ..:.~~~~C-~ ';',...l '7:;---n~~, ~~-~~~ e. 'i~ ::;-<:l ~~':l ~40"\"f~~_ ~.'.. , '. '.~ '. " . .., , ., , ., , ,- , ~ . , . '" -)'I> r -::i-.~.W~"'"",tt1":~ ~~ ~;~"APP,.ea ' ~'_OnQltIO(l ~eglon Lca~ ~~~ ' :r..::; ~ ~~:~~;;- ---'-:~r~:.::! '.... ::.;'lC~oseo :3UlIdlr'lg5 '.".I'Ver1"ang _;;'I"ldd..!on '" ....J ~;J'~;-- ----'Vlf'tj Applied .1 ~j Region Load '.v'.c ~"') ,~r;r~-:3 ',4.~ 1,r,.,.r-~:;5 .;.....----,.'2n-r,,~,."1 ~, J. '~~-':~51J"~~.::w ;7.~~"\r;J~. ,,' .-' ., ':'.~ . ~ -") -rz:....-r-:;r--;--::---:-r 1. ..:.4~jO ....a,-,e'5 ~O\JII"lI"tgS =-~:::s.?O ="IICtrr;S "';1""0 ",c;:ll\eO ....''fer'''anq .....cnatl.lO" VVtr'lO I ':'pple'J_,eman~ '.onQltlon =<e-:;,on L~a~ ~.~..:r--y~T~~- Region t Load '";v~.::. .....J J..... '.t,Z'~~~... ':)'..l '.-: ~C1~~~..... ...:. ,j-' " ~ -'Pv\,J,~,""I :~"') ',':;.,: ':-~~~'~',I?~ ,;s----'C.',', L~ ----r-:,,~I""',""I :;OJ ..l.a ..., '=-~ ~1:r\T:~'--'-....' ---'...;)l.,I,;;)rl :~~ ..., ::)"j ~5~l,?,,",.; ~ ~:- ','- ~J~;;;,~ ~2 '.: '~~~Ol.l;_?..., '':o'.e: ~J~al:~:;......~ .....c~ ~ ""C/1"I-Mc,:"I COwS .....a~l M~r"I :)It-S c,.e(;'arg = 1 0,019' ALUMINUM COYER PAN OR --------T': CONTiNUOUS ALUMiNGM SHEET i I tffl . 518" CORROSION RESISTIVE WASHEH HEADED SCREWS AT 24' O,C. AL TER~A TE tffl . 5i8" SMS WI 1/2' DIAME,ER "'-IASHER. ,1--,----- - w TYP!CAL INSU~TED PANEL NOTES , INSTALL RIGID FOAM INSULATION INTO AlUMINUM ROOF PA.-. 2. COVER INSULATION WITH 00"5" PROTECTOR PANEL WITH OVERLAPPING SE..\.MS. ), ;,NSULATION PA."IEL SHALL SE CLOSED WITrl ALUMi:'<UM END CAP TO SECURE PLACEMENT A,'iD ~o DISCOURAGE THE NESTING OF WilDliFE ANO OR INSECTS . PROTECTOR PANEl WILL SE SECURED BY tffl. 518' CORROSiO~ RESISTIVEWASHEH HEADED SCREWS 5, SCREN ?ATTEi'<N WILL BE '2" CN ALL ?EH:METE?S A."ID <." 0 C, FIELD ON EACH ;>ANEL. 6, AL',,~iNl...f..l END CAP WILL SE ATTACrlED WITH (3) 1lex1/2- CORROSION RESiSTiVE WASHER HEAOED SORE'NS, Table 7,1,6: Allowable Spans for Industry Standard Compos~e Roof ?anels for Various Loads Alummum Alloy J 1 OS H-14 or H-25 , ,0 EPS Core Density Foam .....J <l:: :J (/) Z ~ <l:: Q ~ OZ 0::S2(/) (/) (/) UJ (/)W.....J :sO CO ~t3~ eo::l 0:: i' -1:JZ >-f-O Z () - -> :J f- o::() . f- W d5 (/) (/) W ~ 0:: :J () Z (/) ~ :J .....J <l:: ~ .. O_O~'1 ?~neIS '~3li~- C1:C!Cs.eO 3U1'Ol."'1QS ~.-a---f>.~--OVe~ang-~it~- :-:~),"'ed. . -'_~G~!tlon Re9ion ; Load ;'JO,l.iE"'--r..T -2'.:r-~1~(-S"-: ReQton I l..O.ad """"'70~~"1~r-v ~t,-nJ,?rr '~... ',J'4 ,,- '5"".~:.--lOm.~~:-': '..J' ;.~ '''TO'\l:~~~~-Q "'0 ',.7110 ~,P,H_ ,'---;-.., .. !' ~2~1r- '~.", "..,:. '".., 'J.: ',:,., '-2'[)"l;f,P,H. 4., -:.'j .,.J -:"V .,....l~ ~n~-.r:r'Fr......~.-'ZS ',"- '.~~"7~~~~~~~... ~":Wl.~~~.:---'~::J" ~'.~Cl ~P-~lO,\1.?,H. 50 4 -0' ',;.;, ~ , .;J c..:, ,', 4.";:;- J;""'"T~...il""aneiS -c-pen :3UJIOing$ ,'-ilnd ;..<9ptleO ~l.onalt)On Wind l.pplled '(el)ten Loolo 'T.JG~~--1~.O"'--2'.:'J----:J~E.;r-, Re9ion ! Load ~(;:'1o;: "1:1-..r~~-'~:;--'~~~n.t~29 "., ---n~.-~O <J .~.~~ '~..J. '10,\tI.~:;-----'~o ~~.~,J ,.- ',).~ .~~ ,::.:: f2!J'~.Prl. 4' ~~5"'.{,-~-:~~~'~~.~s-v.~ ~~,,,) ....~ . , . . '0 3 ... . ~ - , , ;:....;. . .. . ., ::nCJosed 8uHdlngs u....ert-.ang ConQltJQI1 ,..oJ 2~" J~ J::r-, .., .:-:~~ ~,~-r--" lJSV,nr- '" -r...:d ,1; '.J......j>..J ....ane!s voen :3WICIf''i$ :=....c!:sea oUlloJ!'~9s ','''md i ;'~plled -,"~erT',ar,g I..-Jn<jdicn Wlr"d ':"oplieo '..I,,~man9 ",OI"OII;on RegIon L~ad ~O~;S~''''~~7~'J--r.~.r-v-' Region I Load ~~-<J 2..0' T.J J,-J :Ot1'l:~l~~~.: ..~ .~~.fi,;:r~,;. -"oJ ~~~~~;-:'''' "'0 '::..:--ll~.~o .;.- '.:.~ ',;..., ,;,.= ~2~~~:l .~. ':_ ,., ",J. "''-~' ~20~,~~, 4' .. ~ ',-,'., ',5~dY~"'L ,6 ',_ .,.:...., '4') ~~5,"".i-l,H.. ~ ,. ,_ ,., .)~ ~_~~2 L'" ~~~.~.~V~SO '~-, '~ote: ~c:~ '':Jot :ar';:'Mct:'l = '':''OM '/~C',~ .)1\,.;$ HaJi 't'l1-=':-,;)'\J$ O~,aI"'g ... '!: W~ ~ ~ 0... 'J? ~ . '!: -' ......- 0 u. ~ Q) ~ <C. c::: C,!:z;!" C""O~~ ~ ~ " Q)o<i~ cocu~~~ ::>~~i w~~~e Q) '" (,) C Q) I.... 3: ro -l 6C OF 6 IF P\.. '\'WOOO IS USED FOR CORNER BRACING Wlrei FOIL BACKED FOAM BEma IJSED FOR THI: YAPOR BARRIER. YISQIJENE. TARPAPER OR SOME O~ER SIJITA8LE PROD'JCT MIJST BE USED OVER T1-iE WOOD DOIJ8LE 2 ~ 4 TO? PLATE / / WOOD OR Au.;MI~V~ ~~J..'~E IF A FOURTH FRAVEI'I'AlL IS REQUIRED, AlL FRAMI"G A."D SPAC:~G SkAU 3E ThE SA.ME AS ;oOR On-ER WALLS OR PROYIDE AlUM,~UM BEA.'.S OR WOOD HEADER AS REQUIRECl ;OCR SPAN ~ , , I I , I , . ;, ~ :- , I ' I! ! N: i 'l HE.'.Co.R SilE ''2'x4'.:r~5'..J' ~~~I It I /' 5E:TA.3LE3ElC'N p:;:" SSaCAi'lD OR CCX Pl.,.-.,,,OOD ~%' ~ ! CP"10~Al.: C Xo6 ',oIll YISOUE"E ~ / .ff:"! OR'S# FE' T'vAPOR 3A:;:R ER ----L,,2%:(1 ~ I I ~~. ~_. .~. - ,..../.X <, , "" ,-.,,-~ -:?'d' A i '/~ I ;' I~ ~",-"". ','~~, ~'" 1/1 I" (OP710'<Al.) FOIL 3.ACI<ED 314" -~~' t '.z".~:', ~ ~.~ , Ii t ~ O;:;''Z''''CAM,'<SIJ[..I,TIO'< '~~', :~' '\' ". I ,I' YAP'JR 6ARRiER ...... ~ ~~ ,~, jll ~:'I ;. FOIL'A?E'-J.loCI~rs ~~~ .~~ ' '\ ;;1 ~~ : v:'''L5ID'''GTR,r', , ~. -0:, ,.,""',.~,,,I ,A."",'.' '''' I, "'-'""- /~ :,~'."'..:' ""'~" SIDi~G'S-03E'<AILED@'5'OC, . ~ ,~.'., ,.:i ./:1 '/.' TO YANIJFACru?ERS SPEC, iF'CA TIONS tx, ~'!" f. i ~~ ~'<9 ,,~,S7RUCTIC:o.~:S SUP?'-:"J BY ~ '\ ' : f ~ i 1"\= 'o'I:o.'Y1. SIDI.'IG c.vMPA....Y ~~'.,!;;;;? '" " rlCSi S7?'""C7~'R= 3R':G,<~'C~.:'t .:::.--=.;:: 5/8* ~i_ V\\lC~J :J=,:'-(,'-.:j :=AC~ :;~~I~ ?~~:~CiC'JLA..~ ~c .'8:S7 ~n.:~G; NO~; SIDii'<G OVER FWRRi'lG S",I?5: 1" S,......'<K Al'JMISLiM '<AILS OR EQUAl SIDI~G OVER FOA"': ~,3W SHA....K Al'JMI'<UM '<AILS OR EQUAl SIDIi'<G PROPERL ~ AP"'UE:I CVSR PRO?ER!. ~ F?.AW:D STRUCTURE OO",?~:ES NITH 100 fA.?,H ",0 IA,? H, AND . 20 fA,? ,H, WiNO lONES S?::C:FtED iN sse::: A.."-'D SOCA CODES FRAME A."D AlUMI~UM SCREE.'4, Vi~Y1.. CR GLASS WAll "'':)R LUMSl.R COU'MN~ -.'ICHOR Mh 3ALYAN:ZED POST / ----' 3-"1.'"2. ::~,'~C::\E"'7"E Sl..).-:; S;::<AOING FOR OOR'<E,RS Si-AU 3E ',12' 4 ?l Y C:;X ?'- Y....IOOD FOR WOO::> SruDS @ 2.' O,C, '<AILED WIT'; 1:'8e COM',oIO'< 5' O,C. EDGES AND 12" 0 C, i'IElD FOR ST,:lUC-X,".AL GRAl)E TrlE,R.'oW.. ?l ~ STUDS ShALL SE '5'::: C. A.'ID ~IL:NG CR SCREI'\! PA~RN SAME AS COX 'N1-;[1 '<AILS CR SC,qE-''\!S ?ERYANUFACT\JR..ERS S?EC:Flo. TIONS Al TE,RNATE SRAC;'<G Si-All. BE ',114" ~ 14 GA. GALVANIZED COIL STR.A? X,3RACE!:l TO srucs WI ('):<8e COMf.O,< PER STUD OR 1,114" x 0.040" Al'JMINLiM S,?A? X..3?ACEJ A.'4C NAiLED ,0 STUCS WI (2) 1,\1" AlI,;M,'<UM NAILS EACH SnJO TYPICAL WOOD DECK \)Al.L NA'.J... i'Ml,I,'IG IS" ON CE,'<,ER (EXCE,~TiO'<: 24' ON CE.'ITER FOR WOOD STORAGE "DOM) 2WE,R POST CAN BE SOL TED 70 SLAB OR CONTINUOUS FOO'IER OR HAVE iSOLATED CONCRETE FOOTER EACH PIER (SEE DEi AiL) :!)CE'ITER S",I'<GER REQU:RED IF CE?Trl OF DECK EXCE"JS \ Q'..J" ')H'JR,qlCA.'<E "'-'<CHOR !:AC;'" JOIS, TO CE,"ITi:R STRI."GE,R c1f:d' ",' ~ ~- L.J L7 I ;-- .' x.' PRESS:';RE TRE.A,TED PiNE OR 3' x 3' x O,:W. ALLiM,NWM 3/a' x 5' 3CL T ~ LEDGER SU?:>0RT TYPiCAL WOOD FRAME ATTACr.ED TO STANDARD CONSTRUCTED HOME OR M08IL:= HOME ~ANUFACTURED AFTe.R 1904 A : -V- LEDGER SUPPORT DETAIL 2"~6" r- ~ /-- r-Ji ~I ' ~I ~ ',C---~__,- I~I ~ CJ !L--, ,- :::::::::.---:: ir------:::! -l HEADROOM i f-- ; , .",1 ~'.. ~~LE4.4 :=d "~ i~ ~ r- ~i ~ r-- (2)2"X_~~=~ U liE : : ~I' II I I II ,I ~ " I' SEE JA.MB FRA~E DETAIL ' 'I ' i - ;1 .I I I I! , I .-~"I 111 I I, .. I I TO? PL4. IE MUSi 8E PRESSURE jREA lED I I I t-- ~: k,i, i ~~~~:W~~DY~6 BARRiER BETWEEN II, ~___~ 1, I:, : .. I ~ FRAMING 70 3E FLUSH i ~ I I , 2: I I - , '[ ~ r- ; j c.. I r-------: ' ~ ~i! ~! I ,--', i ,~ii I :~i~ 1 l~l'__ i !~':-- I :~i-- ~~ 2" ~ 4' TO? ?L4.TE '<ON-5TRUCnJRAL A TT AC,"l TO AlUMI~UM BEAM \"I1ni I; I 0 ~ 2" 5,MS, OR USE 70 FASTEN PANS TO - ..:--- - ""1___ :! --- .,- ---- ~ i :=:=:::::: _ , :::----..: 'I i -:::----:: i: I ~:!: ~ 2" ~ 6" FRA~I'<G All WALLS wOOD FRAME I :.ACKSruD ~ ~ / ~ ~ -lEi r POSITION STtJO JA,J..Aa F?.A.VE ~E7 Ail rSC2D :=R"~!~~ G;";~i\~S C'::OR '------ ----~_... . _. ..-. _.- ._-- ------- .--- ---------------..- -~_.... --.... -. .-'.---------..-------------- :?.......v,~!'u~ ':,:C: C"E "€=_tAIT CN~ y ,-~r- JOIST BIJCXETS 2 I 5 FLOOR ,JOIST @ , 6" ON CENTER o :::::-, -.-J ill :1 :!I ;11 :'1 ~ ! iI ,\ II :1 : :1 , //~I DOL 2" ":: 3 ~ '/1: -L" ~ ~ '~II -, Ti ' ;;:: ~ ' I: 4 3 6 '" ~ '" ." < N W I I 'I il 'I 10 I II :: '-~ ~~t=-_AA"~ r- yJ.:.(. S?A.'4 3:,we::,< SJ?~ORTS ..,< SEE SC;.::DU'-: BELCW :i i i " VAfl.lES. --t' D::CKi~G MAY 3E 5:8' OR l.' 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't .: t::' _c ~ .: ~ ~-~:~~- , ~ .... ~/L i ;r-- }.;:)3':; % :: t:':'.9 r ..,~ (l'i~Oi...d'J' >o:'J30 C:x:;,v...... ..!= .'i"!"'i: 13/0,"',0 llVM 5d3 ~-- -.- --..-. ....- -..-- .... -~ ~...... 2.5 il I I ,-' n ,l) I " / i/I "-- L....:..U ~- (2) SiM?SC~ n-S CLI"5 Cc< EQUAL QOli3L= 2" ;:::,- ~ ....::J :Vi~~ 2..'4" ?tY\-VCC~ :?j S?A,C::~ '''AIL~:: \,1T'-o: =i6(j CCM~CN (:;'1...'.,1 2\ ~~C:..; ).'J S. CENTER OF GiRDER 8-8 2 x 6 "'.CCR .C,5'TS "A,S'T:::,"'ED TO DCU8L:: 2 x 8 G,RDER WITH SiMPSCN H.25 HU,"<RICANE ANCHC,"<S AT 16' O,C, ':! '1 ' CC,"'CR8E 3LOCK P!E,"<S AT ,'~" O,C. _ ': ( CO,...S-:-ClUCiE0 ON 4. '5 x ~ 6 CONCReE '-." J:I ''-,_ "CO"','iG PAD, C:::L~S PCURED SOLiDlYl,:., ".h-1 (2) ~O '?ARS AND i 11 SiMPSC,~ -1-6 'J '1\ 1 A'ICC'CR ,'I EACH CEl.1.. FASTE,NED ,0 ,I I 'j DOli8LE 2 , 8 GiRCE"l. t;~ , ~ ,:';1 lli " r' I '-., 3.,14" ~q;=SS: ~t:" -....=o\~=" ?I '~'Vi'''''''r"'I OR 2 x 5 ?R~'SSL.iRE -?s~"i"i6 ':;EC:<.SG CONC,,::TE 3LOCK CR ,:>,E.A,ED lYCCD ~!~;-zs ;..... 3'-']" 'J C. 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ROC"; CCNCRSE .< <{ ::; ~!o,"~1 '~ ,1 ~f7 i-- ~ " ~ ~ ..., ~ia3C"'l '::1:C"7'''''~G '::::; !fiC"',::~:''''.~;C :: ~,~C'.C_,-- ': ~~....3 3 _2=.: :::::: ..O'ES'-'-'--'~~ i. ,~/- -- ,t .....- ..........-. ,. - --, ,-..'.. ...~ -.= - -.:; ':::--" ,( <( ::; ~ '" , . 2" .' r<;'--iEf:: WALL FOOTI~;G FOR SCREENED ENCLOSURES 8' < 8' x '6" CC~iC,,8E BLOCK -'.- ------------- ALUMiNI"M ATTAChMENT .--:-'---_._--;-......:>- ANCHOR ALUMINUM FRAME TO WALL OR SLAB wm'i 114" x 2.112" MASONRY ANCHOR Wlnt,N 6' OF POST AND Z4' ON CENTER MAXiMUM (1) #4 3M CO,';TiNL'OUS 8" x ," < '0" BLOCK WALL (MAX. 32") 11) #"0 3M OR '2)::40 '?ARS MiN. 2-', .'2. s::\'S.q VlsaUE,N!: VAPOR BARRiER UNDER SlABS HAV,NG S,RUC7\.:RES ABOVE 3.112" CCNCRETE Sl.A3 6 x 6. '0 x '0 WELDED I'IIR2 ~olESH OR FiBER ~oIE3r< CONCRETE ;, :::: .::: =-:.. -3 - !l ~ ; > ~ ---CtJ CONCRSE "'LLED BLOCi< S,E'.l ,\All a' x a' x ,5" C,,~,U, WEll. C::::'oIPAC'TED C~~,~ "'LL 'JYE~ SAC."'F'C2J NATlJRAL SOIL :;00/, R,E.A7iYE DENSITY 8' x ~2" CONCRSE "COTi:o<GNITr< i.') os CONTiNUOUS LOCATE ON U:O<DISTURBED :O<A7\.:RAL SOIL (11 ItS VERTICAL '?AR AT COR.NERS A'lD lQ'~. 0,0, RAISED PATIO FOOTiNG ----- ",- ; ,,- , ~~.~;-=.~:::-~=t~ =- I N _8.....", TYPE III STEEP SLOPE FOOTING > 1',10. 1, '10 FOOTING REQUIRED EXCEPT WriEN ADDRESS,NG EROSION E.XCEPT FOR EXISTiNG SlAB WintOUT REiNFORCEMENT. Tl'iEN TRIBUTARY ROOF AREA LiMITED BY TABLE 2 . 4 2. MONOUTl'iIC SlABS OR FOOTINGS SHAlL BE MIN. 2.500 PSI CONCRETE WITH 6.&..\Ox10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH, J. IF lOCAL BUILDING CODES REQUIRES A MINiMUM FOOTiNG liSE TYPE IJ FOOT,NG OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS, SLAB DETAILS ADDRESSING EROSION a ~l,~', .,:~. .\-': r-- '2. ~ (2) #5 BARS EACH WAY MAXIMUM UPlJFT # 16' . 16. 548# 24' . 24' 30' X 30" 976# \,366# GALV'olE""AL STRAP (14 GA. x "; ~: ',.1 :ii ~ =---- -= ""~_.~ ~-- d,~ ;~r---- L:~'-~ o' x 2" x Z4' "CUc<ED CONCRE":'E "AD '21 ~5 3ARS ,'8' LONG) EAC:-< ,'lAY C~NCR.ETE ?OURED CElLS NIT:-< "5 SA;< :SA.l(Rt:TE ::?EADY UIX '-Nr' C?..A\=:-; PAD FeOTiNG Ai TER.'<A TE POST: 4' x 4" PT, --..J',r-: .:l TO ,'1000 DECK OR BEAM FCR AL'~'oIING'~ ROOF >- /// /// /.'0/,- '\: 8 .;. > ('/'// / / / /./ ,.." ',//, " ~ ',',/.:/., /',"// / ,',,, "....J \,-:'>,;.::,'::z~? / / r.:;-y/ '/ @ <( K'/'//'-/." / / '0 /'/ C , ~ ~.~;:~~,; /// /' / / ,/ //' ;'" ;<':~ ;; ~<'<..:;'<~~ ~',~ - / // //', I- t/> /<~./." // / '- /" / '- / '- ! ,-;,<V/, 'N. '" / / A. ViRG,N SO L / ,/ / " ~, / 3, '6,,~6"4' CONC ?AI1 / /,' ~,I ~ i~'I' @./>; c, 80 LSS, 25CO PSI CONC. <</' ~ ~, .. // D. REPV<.CED SOIL / / / / ,/ </ / /// // E - 114" x 2.',14' EXPANSICN SOL T / / ./ / / / SEE PeRCH PeST CONNECilCN (2) EACH PER 3ASE 08AILS ISOL-\TED FOOTER 3. x 3' AlUMINUM pes, OR lIT 4' x 4" PT.P, ?OST ,N GAlS, )" T, I POST ANCHOR A'lD 4-\i4' x T I I 11 i I ,.".. ",",O""","oN ~- , - ~ ~ 'I . 3- 1 12" SLAB .. j'. · · ~ __~_L__..,.6 -" ,./.- \6. ,Io\:~,-" POST TO SL.AB DETA.!L (IT II ~~' LJ ~ AlUMINUM STRUCTURE FOOTiNG 2500 PSI CONCRETE W1TH (2) itS OR (3) #J BAR CO:o<T, MiNiMUM 2..112. OFF GROUND ALUMINUM STRUCllJRE FOOTING 2500 PSJ CONCRETE WITH (1) os BAR CONT. Ml:o<iMUM 2,112' OFF GROUND -:~ 8- r RIBBON FOOTING TYPE II RIBBON FOOT1NG TYPE I --I ~ :J Z ~ C}) ~ " 0:: z :J ':2 :3 f- en U w <i: :J 0 I- a::: en w f- W 0 en cr:: "1' W ,:J Z ~ f- a ~ () a::: :J f= u.. cr:: () 0 f- W 0 en en 0 2 ~ :J Z 2 :J :< '- .~ W ~_ I -4 N D... ~ ~ ......,- ~ ~ ~ Q:)~<~~ C~~~:g C ::q: ",;g (!)~<;~ (1)__O",,,, IJJJ:-_ , ::. >- l1J C5 W~55~ (!)m~ ~ ~ ~ U ...J ~ l1J i3 ..... ~ IJ.J . ..J 0 :;; ~ \3, r- j 3 OF E & ~!/ I / ~ SC~'" A31_E: 5 FeR. LeAD A.','J FF.S7S~i."'G SC:-i~Jl.!L':: ~E.~C~~ .s--?P.? C::'\;~'ECT;ON DET~,;L ~ -"./ / 0:2> \,V\~; /' 'i Ii. ; /' (~ /i : ~ ~ S:::: ~A3L= 5 FOR LOAD A:'C FASi::;.'1i"'G SCC'E:)UL:: TOP PLAT:: STRJ>.P ~CNNECTiON CEiA!L ~ , I SE:: TABLE 5 FOR LOAD "'...0 FAS7EN''''G SCHEDULE SilL PLA.TE STRAP COM~ECTiON DETAIL Metal Strap load and Fastening Schedule ATiACH SHINGLES 70 COMPOSITE ROCF PANEL WITH INOUSTR:AL ADHESIVE' ,21 CONTi,'WOUS ~... L:NES PER SHiNGLE 4' TO S' DC, 1..3:8- x O,'34<l- Fiat Strap Fas:ener Jir:1ei"'lsocns $c:-'\f:du!e ALLiM!~l..'M =AC:,'vG Sire ? 'od uct A 3 ~ SS , ~ "'3'00 . 2 ,...:;: - - ,- 0 - -, ',5 0 - S''J Nalis . CHElA r<.E.X,?L PREMI'';\A )48 UREThANE ADHEsr-lE 'OSI. RF',40 w x _ S,(PA..~C:EJ ~C~ vS-S,:;.l...iE; CR?-'Jl YISOC~,~l...il,.;KA~ . .:, 3" ~ ~ Jir;';e:-$l';-S = ~ s:.e r:e:'" S'ze ?"'oduct SC:1eOUie l..,Jalis 'tV = 4.: c" NOTE: M,NiMl..M SLOPE ~,,' PER "OOT ,,.,HE'" ,...OUSTR:A!. ACHES;V" ,S '.SEJ FC,RA"ACriME:H s x ~ .:.avos ':"o0iCS '" - ~,. ... . .;.-~:.:. : A3Ul,0 ~.:..' 5" 1 . S'. ,'JL.',';i:;er;.f !ial s 'ere's :: "':.,..-:er ~a(;.t'1 $10: :.f :..o~"',e::-::;'\'; :"""',e;."".:~:'S Jr ~as.:"', Note: $I::e ::~ L',s~:a: /" .' " AI (c<.... a oie LJJdS ',"w'I no ~ rthQua j..,e 1J::l!ift Uplift :4:: fAg , . 779 397 ...- " ::29 . - 1 '::g A/Iowa o:e Loa OS ''('\.'ind Ea r1.~QlJa I,e Uplift Uplift 43: (,. ...;0 SfA ~'... I :;'5 ._~ ....J ~ ~ Z < (j) ~ W Z cY ~ ." -' v (j) f- (j) U w < :J 0 f- ,v (j) w i= w 0 (j) c::: ~ W :J Z ~ f- -< U 0 c::: :J r- u.. c::: u 0 r- ~l 0 (j) (j) 0 ~ ~ Z ~ <: ," r "'ailS ',:) :....: ~~: ~'::.::-: ;a'\.'d;""~O::C'-:: sr:..,o.:,~~, s~,a~~ . ~,~~ 9 ;3 ;:: . ,'2" \~:'i , . ,:' Maximum Uplift Load For Stud To 70p Plate For I)elermlr,ation Ci HUr:lcar,e ~ncc,or For Various Pan Or Composite Parel Spans ~nd Cvemangs , " " i ." ~ S:--..ij. SpaCIng '0 , , , 2 'J UJ ',5" O'C 54 . =~ ..:.:' .., .-. "'", -::;.:. -,- ~.: :':"', 2.00 ;:4" O'C I ...,;" ..~J ~6 .::6 _.~ :.3J ":;C ...- ';':.:. 2..56 )4' OJe 3-:.s .. ..- . .;~ -- ~5 --- I ':..C: --- 4:>0 .18- JiC .:..s.:. :::... ..-- . .-. ~ s.:; .;:,.. ..... ~:.e - ,.3,2" X J.J40. MET,AL U-ST~P Room ?rojection (P) Sum ::f ~,2 (P) + Overhang Over1ang 3' 10' 12' ...... O' ~ ~ 6 ., , 5 7 '., " 2' 6 a , ' 3' 7 a 3 :4' 16' , 3' 20' 3 - . 0 - " '0 " .'L , , "2 .,3 >- <: W~ N 0... ~ ;::; .....,- 5 i ~ ....., u ..... Q)>-<' c~~:!~ C =;t;: :::: ~ a.J~~;~ aJ....-~, ~ -- w~~~~ <.n = )( Q) c:: ~ c.. < ulUOUJ!.o. nr 1 ~ i ",0 Wind Load Conversion Taoie For MaXimum Uolift Loa ; . R ~ ,',i i. I i ~ I ~'V 1"'(2 ApPI,t'Q C,:)r,~~Ot'l l::>,.,e l.c~d lwl\'/(l:Qo','t'r '02 IS \,00 ~, 0 il5 , .~. '2g .1 , ~ ''-5 <.\ . ~ I ,~ SO ';C .......; 1-3/8. X 0040. FLAT METAL STR..,\P 4 CF Column Capac',ties Supporting Conventional Construction Aluminum Posts 2" :( ::'. .( ,),044" :-1oilc-N =-.... tn.J$.o'on . Alurr: inum Alloy S06J i-6 Table 4.1,1: 'A~:J 1m urn" '~Jx. :num Allc"NJole Roof ~""~J ., SQ......a...~ ~eet (or/anous :..:a~s on ?')~1: ~elgnt _,)J:: 1 ,-J5.. :-,; -; -.. ~~...,' '':' :.'1 =:;:(~1...;~C::. ~IU:"":I(':";,-:"i :"1 ~ ,-=- - ~ Viaxlmum ':':.c.va:,e =CCi .:.~'=':. 1 L::ac1L:;s. ~:...:r,? =~'.:'t ,~, ,'3ro:...:: _:::::;"'1 =':st _ "';":l .' " ;( ;:.. t. 'J,:TO" ----:;, C',.., ~ t."'..;$.i.C'" . ':"(:...;;"" i",I.J:,:,\ ~:~c,' ~'..".:. ~ Maximum '~a x' ,., '..HT'r AI:owao;e ':;;oof Area 'n ....~ ',;r,t _::ac: " ~:s. 5:uare =~~t 'or /anous _::;3':5 on ?'Jst :. .~ 0, _ ::0 :':~ -0:> 00 .' j -~-; oJ ']40" ~::l~::,)~'l"'er;'. ~I'..;~~nur;, ;"iiC'f J~:-,5 ~.~4 ''''axlmu.'n l~ax.I~U~ Ailc'Nac,e ~oo( Arel " Square ;:'eet (or '/anous :...::a~s on ,~':st ..;.~ :-i~lg:it !-/i3 G n L..:s. , ." _.: ::t ..'"'i. ~ J" '( J";( J.C50" ,~::::I::::;:;'1e~ - ~1'..J,~I""Ui"1 :",:e,y :~:5 ......~.: ,l~aJ:.lm'..im \~a l: r.': :",1.'"':1 AtlCNa=le ~oof ,':"~e3 " """-:!;::t ~::'..Jare =~e! (;Jr iano:.JS _::;-:5:)t1 :;)::51 _::3~:;_:s.. ~ -~ ~:" x. ; :5;;," ::'~:?: ......':)irC',..., ::,;,r.:...'...:~on. :"",l..m:,'..i:"':1 SC63!-? -~mum r;elght Y:aXI::"lum Lo.a ,n Lbs. Allcwable ;:<oof Are. In SClJare Feet for Various :...:.a.as on Pest 01 ..: -"y'-:l ,,;."','"' .:.,:.-~~ .." 00 Li . '.) ,. ~ ~-:' 1 ::..x a rr ::;:;e. F~;,: Roct A~ea ~~€~e-:" ;"~ea. = '~' =::S\ Scac:~,; -:$' Str..;c~'~:-e P~ec;)O~ -: \V .:.. = S.( !,\Vl2"" 'J,:"'":), : '3' = 7" :.' = ~2' ar,:::: H = 2' :re:n 'Area' =:5 SQ =t ~..:x a ~O'.~i" post a.""'"J ~2D:n ;),h Ni0<Joa,j Qf 23::, S'J. :=:. peS! ,:r:c'ces are ~) Z" , 3" Snap Se~:'on 2; ..~.J'I xst sizes ,:s:e-::e::.v ::;e 2" 1.. :2" S,~a= ~e--::iC:i ,':-~;~ ;-:;:; :cr:~ :"":5 :::,3:e 3 ,::S: ~e ~~'.:;: ":' ," 3 ':: '''~::::'''';''''I~j :::re a:''' {]" ~::I ,=:;~ec ,::::_,~; ~JC-T 3= '..Js~d becaI..iSeNr'e~ ;ts :""(;,-e \ran ~O' 'all:t (;anJn'y $'''';:)::)0'1 39 SF af ~'X)f C'n '.he S-tref ~ar~ 33" x :' .=:...:e-: =cst 'NI~'i. a ::CSi .....,e'r;nt~: ':'", ~.. :a.", s....:~~::;~ ai', a;ea:..1' ~ 23 sc.(..a;:! :eet 'Jt a.'e3 ~:..:S, :es:;n ;T::..:st sat:sfy ::::o~h ""'elg~t ard area '''!':,utrer'""'e......ts Table 4.1,2: Column Capacities Supporting Conventional Construction umlnum osts )" { r x 0,090. Hollow E{!rus,on ,Aluminum Alloy 6063 T,6 ~~ax\lT1um MaXImum Allowable Root Area In Height Load in Lbs. Square Feet for Varicus Loads on Post ;:-:J '.,;, .J :>, ~ c4 9,,) ..:.. :Cj ,. :). 1,.1 .J :....:.:~ ;4 4i 3" ;( }" ;( D. ~25" ....0110.,... E.xtf'..lSlon. Ait..:mlnum Alioy 6C6J T.6 \'ax.i~um :'~axlmL.;m AI:owabie Roof Area :n ,'-'e:90t Load :n Los. Square Feet for Various Loadson ?~st d 0.- ..: "...'"' 4" { 4'" X O.'2S"",ollow =:~truslon ,Aluminum Alloy 606J T.6 ,'~axlmum MaXimum Allowable Roof Area In 'neight :-"j Loaa in Los. Square Feet for Various Loads on ?ost 00 "j, J "I'::: "" ~-:.4 .0 . , .:.. ." ~,~"';4 . , .;;;.';' .,) , ".' ... ...,.... i.) steeTPosts J" { J- { 14 Gauge Post. 46 ~.s.i. Steel ~aJ.lmum Max.imum Allowabie Roof Area in Square Feet for Various Loads on Post Height ::"""'.J load in lbs, i, 4.: -"j i ....;,,~ ,",;..~ .: ~..:.o 'VI .:..: ."j , .. .. .0 ]" x J" x ~1 3J'..;ge :;)~st..iS '<.s.i. Steel ~"ax :,~ I..Jrrl '~aXlmum Allowable Roof Area in S'~ua;e ~r=et for \farious Loads on ?ost ~e! ~nt ~;)ad :n l..~s. ~ .j : : ( J .;;':5,,) ,,,. ~ I .) "", IOU '23 " '-::~'V ~" '( ~.. x ;4 Gau;e ?ost. ~S k.5.J. Steel ~axir1":um Ma{lmum Load In lbs. ~ 0:::.. ':):: .....' Allowable Roof Area Ir Square Feet for Various Loads on Post Height ",":l .~ ,,",0 "'~ ..J ":1,)~v 0' :~ :~ 'o~ " )'..i ':: Table 4,2: Schedule of Allowable Loads I Maximum Roof Area for Anchors Anchors into wood for ENCLOSED buildings Allowable Load 1 MaXimum load are. ($q, Ft.)@ 120 MP H,.."nd load DIJmeter A~chor x Embedment ! 114" x," 1/4" x 1.'/2" 52C#/22.Sr: '1umDer of Ancr.':lf"i , C56#.'44.SF 264#,1" .Sr: J9G#.I'17.;;; S6C#/?e.si= J':;:r:.3= ~32.~;3:.Sr : 114" X 2.112" , :2:~i55-S;: 5,<' ~ 6" l 1" I 5.'6" x 1.1/2" ~2!~j:6.S~ 4'32#.':0.:3,= 33EJ::;:;;'SF 5"6" X 2.',12" i Ji8'" ;( ,.. :l8" I.. " '2" :8C=:~3.3r ; :0C#/65-5;: 356::r5.sr: i~2#iJO-SF 52':::"'2:.;;;: ~:03&#;,~:.3;: :;:8" .l 2. ~ ~ ,',ro.3: 0 = ~ 7? '.::::.... .:.. : r Anchors into concrete for ENCLOSED '::uildings Allow!oie L::IGld./ 'lraxlmum oad area SQ, ::~,;, ~ '::; ',1.::: Dlame:er ~ncnor x =-moeoment 79::=.:3343;: " ': '::'?;:, ~,~.:, i= >:,::~;';-:..3= .-;::;:;33.S;: :s~,:#.'. ':,.3:= ::-:.: :S..3 = . :--;::::. =-:. -: = ~4j:4.:i59-Sr '3.:~'-:.3 = :::.:. :-::;S,'i. s; . . - "-,. ~ ~ -- .J _ _'- ~ _"::- . C'3:...:::"5-,3;= , ." '_.;;;- ...-"-: '. ~;: -57::.';;.: 3 ': 5' 4-::;'>-;:. ~ = 'furr;:Jer ::if ":'n:,,-:;"'5 ..,j :,:)aCl ~ .' ~., :t: :.8'. t. ~ . i ,. 2" ~S57=,'~~3; :. '4~"E-=. S.: ! 1,:2'" l i.i ,'4" '~":':"::,3<:- :;:: 2::;;.:.'. ::. ~ = Table 4,3: Fastening Schedule for Wall C:adding Connection 25/l2 F'berboard Sheathing Fastener I i ",3..4" ~ai'...anlze-d roofing r,a~1 ; 8d common r.all 112"' Gypsum She a thing i '1 ga ~.~/2" gal..an:zed ! 7fi6" head 513" Gypsum Sr,eat.hlng 1 i -;a '.3.4" ;a, .an,zed '":,.- ~ S~ :""~3C 1/;2'" Gypsum Naiiboard , ~ .3..8" '::''f.-',ai!~alt .. SiB" Gypsum '/Val!board i ~ .'1/2~ ,::r.lwalt rali ,. ?artJCie ::oard Siding 5i~ S" . 1/2" 5,8" 314" 3d 3d 3d dboard Lap Siding, Over Sheathing 18a c,:xr~s!o~ ~e'Sistanl ','oj11n Direct to Studs I mlnlm,..;r"', '}:;99~a St'1~k af'~ ! r!"'llnlm,...i'" ,J :4C~3 "'iea-j Over Sheathing 'I 'Od CCI"os'on res,Slanl ",Ie, mU"\\m\Jm 0,099"'0 shank and. minImum 0 240"0 head 16d COrTeslon resistant wltn I minimum 0,092'"'., shank al1d (minim'JM 0225"'" head Direct to StudS ; Be COf"::Slon re'S:staf't 'N~tn Over Sheathil1g i mlnlm",m 0 032"" snani< ana i ITltnlfT1'..m 0225"'0 r;ead ;"".:::::= ~umoer or S;)JClng at ~c;es .. "" '. dl Jtrer :ea~r:9s 4~ ):: 31 ec~es a' J<.rer :::e3nr;s - .. _ ::3:( ~-:;e~ )'. )\-ef :e3:-',:".:S ~.. :),'1 :el'ln';iS =-'" .... ;(1 .',ars j ':::111 ,:eT1In.;s 3. J C vn walls z i :1 '6. J C at :.:);:3 aDd. :0','.'):;1 ~C;-=S ! IT )c at t~D Jntj :Jo:~'Jm ~c~-?s Is. ,J c. at eogesano ~ 2~ :J.e at In:e~,ea'late Sl1ppOI1S , ! 16- ~:: 3'1 ~g-=safld ~2'. 'J C al ,n:eil'~e-Jla:e s....cQor,$ Fiberglass ;....,eathtng may be stapled usjn~ ~5 ga ga!van1zed s!aoies ~.'/9"10n; J( iiT si",eathlnq and :.1/ 2"100g fOf 25/~2 sheathing, Staoies to have minimum c;cwn of i/iS" and space<j:"!) C Jt ~g~s and 5" a c at other beanngs .. Drywall r",atls shall conform to ASi'.-1 C 5~.t , ) Siding applied:o 5i3" ,1et wood st'1ealhlng, ~ 5;J2 ',..ood 5tNcluraj panel or ~i:~ :J~:c:eDcar:j st,eJl1":;ng 2) CorrOSIon res~stan' nalis spaced 6" on ce~!er at efjge 8" on cenlef at IntermeClatd supPOf1S NallS snaH have a mlnl!num edge distance at 3,8- 3) S,dmg applied !O studs spaced 24" on center maximum. 4) Sldlf"l9 applied due<:t1y 10 studs spacet1 24" on center maximum 5,) Use annular or s;:wal thread nails for com~lnation sub~oor I unde:-Cayment. 6 I Nod musl be ot sufficlenl :engt~ ~o Jccomrr-od.Jte 1t'1lckness at S~dlfl~ Jnd Sn~J\" 11g Ir u$.]d, .lnd allow minImUm stud penef1JtJon at , .1/2" Inct1e5 <: ~ Z <l:: (J') ? ~ Z :J U r- (J') (J') U L..Ll W ~ C OJ (j) ;< 'JJ W ,- ~ 'Of ~ 2 ~ ~ ~ f= iJ: oc U I- W 8 (J') (J') o 2 S z 2 :J -I < .... W~ D- S; :::; -<: ~:::;''';'' c:; U ..... Cc ~ 3 :;;: ~ Q.1 'l.. ~ m ~- ::. = W5 Q.1 u C Q.1 L.. 3: CU -l :! '" :! '~ ~ ~ ;~ C) ~ ~- J.I 3 65?l. ~ 5: ~ JJ u.. .... '" f- 5 OF 6 H f : 2" 12" WIDE x VARIOUS HEiGHT RISER [INDUSTRY STMWA.RC] ~CCF PANEL. 7a.Dle 7,~ ~. Atic,......able Spans ;cr ''';~c..'s:.r'/ St.:.r-::3~':l ~"ser =3n>?!5 ',;~ /ar''":'._S _::ac:s ,i,lumlnum Alloy J~C5 ~.~4::r ~~-':5 o:-:TJ"'-7'=~lqr~~ --C-pen-au""7ic;rgs =-'l':~o:.ea t:'I,oIICln~s -.vii;d"-'~;:pp;-;e-o-t,,"(~r'r':lrl~ii:!On---- '.;/irc-- :"PDI,e'J .",".er."':;r"q '_,;;;r::;:~jO" c<e~lon ;"CJd ~O\~~ ....:........- :'~:"'--~-:-:;:''''''--''';'-y- - ~e'ilor'l '_oad .....,;C(";~~ -'c: ',( ~ r~ li-""?':--",-:- ----;--.Jd3~--.7 ~w lJ ?":{~2:r-::-:'.", -~~O V ~:.r- :~--=.;-- ~:-- --:-~ r.r'" - ?":n....~o :J,~-"'~ :r-.r.;l 120'l.(,';Yq--~j--::=- :.:--~,;---n-7.~2' lJ.~'1. 41 r;', ..:---: -''25',{;;~:S 'C--T~:5"1.r.~4~>J ~Jn 1.1 ;:r"~,:~.------!;"":"'-""""-~-,-----,",!.:"""--"-.m-:!',~::;-"'7.r: '1:l;'J......x-.2 ,e'::::, -~~.lt1e'5 !J'"O"enErul,olngs ::....'c:osed :)U> Q'l"qs -.V"inO-;"DOl,e~~':::'-~~~;(IQn .......- ..Vind--"",pp~lea -r --::;r""ar-g '_.;)00100n ?:eglon load ----O;C'Je f'""J .; -v y:y'---.r-.<J R,eglof'l Lo.!~ ,~t: -... ~.....,....- 102'l;1~, ::r- ".J' ~-oT~;C~~~. .11"C ~J ~rr- --:,: -;;:' '- ----:-"~ .,-:'r---'-C',;:; r~10""lJ"~-:S----:"'- ~~----:----...,:-~ --'2,j''r,f,~:r-~.r~.--r. ~"C'":~ f~-cr~ ::r';{'- -.rr-----:-:-;- --'2~T,r:r---Lt. ,.:- ~.' :'2:S-V~5 -nrr;;r~-:4 :.~ :.;--::-...~~uV~:,.o ";J'; --,-:-r,-r7'T'"ITI~ " "'"Jser ....af"eiS :oen~~s =t'-:~Os.eo ~'..JliOlr\(j; .....'e~;H'q _':'I"~I:j~n """Tj,~~..:; ........, ------;1/Ir'Q ?e';1:on ;:.i"'t,f? .., ;'PPI'CO '..i."~rT'a"q '_.)r""Oltjon :"'oaQ ~0C--~-~..':~- ,~d ,;,P? ,e"J R.e~lon ' LoaQ ~n;2 ~A.? ,~ ,,9 ~-"~J ~~..";.rl J5 :.~:-----':;.~i~,-?,;1. 41 .. ~~,s;;r.~-5 ...." ~~~~~ ~o ~A,~ "'I. ,c-----? \~0'1f. ;:rq-:r ~i5 M.? ~, ..b ~~~:r- ~,':""'~~~ .,Ioen ~\JI,o::"'q\ ::.'1CIC-..eO ::1.;<10.:--;\ "",:"'-:;1 -;>/,co ....,er;-J..n; ......;nc ~'e~ :'O:::l ... ",,-po,e::: _ ,er':"'Jn; ....::.r,::':;Qn ::::;eg:on _::30 --:~~--:-~'7~--- ,~eQ;OI"l ~::lJd ~C-.-= -'-:::-r;r-~, . ~ ~~7',r~::: ~~.~:o ;--~ - -:-;-:::-r-'C.:---r~V';r'.""\. ..5 ''2~~:J . . ~.o ..:-:---,=:oy>;r~;1 4~ -':5 ~,I,iI_rl_ :~:-,=... ., 0~:S-~J:~-S-!'":j ,.1r"~2 .. . '. ,,~ll'.r~;., .,..-,-,-~--..~ .' ,,'" .t. ,~ .t. OJ ...,,0 r'\.:~r "anels ~-aUIIC:I!"gs ::I'c:c:;eO :!',.,jI':::Ir'gS I...o"emang '_oI1O.tJon ,\flnQ ""ppl,e=: u....~manQ '_.:lnQltJon ""T;a..;c. 1..... 4."'.1 ~r::;~~-- "f"9!on ~ Loaa ~~c, '7-0 .:, -,.i :..: -,.-, 1'w'4~,~9 ,-:: .~:---'~ ~""'-' ~C " ~ '\10""~~u ~.',i .-, ~~~,~,~ .1, ~ _ ;.-; ..' ~C'"~2S';r~~ _.,t.. " "~O\4.!"'.:1. 4-0 ,------:nna i ":'PPlieo Re~lon I i..OaO --.t~~,;'I. "n"'-~20 '<')';1' ;rq:--~J ,~~-:;-:. "" -ra~~J2 ":j.:- --r:T':1~1~::~ --<Js.er p:;1.)nels ~e'1.JII~:";JS ,'/1,'10 ':'cc::ed '.......ert-ani) '_onOltJon 'Nind Appl,ea ')',emang '_ol'Oll1on .~.eij~l~ ...~30 ::-::;~.....----:...~:..~~ Re;lon L~~a --:\C:-~c-T'~~~";:;-- --'~'1~~1 ""...:. :-,:---ro1""'\'f:~~ -n:c~?~:ry-----:. _ ":l 110 ~,";>:1 35 ~::r"l'J' ~~LJ---:-~-~3"-:--~"--- oj.' ~ "_ Q'O-V,;;;1 "'1. 41 --'(.,',f;;l~ :S-----0 '!S"~~ ~4l:~.~:r-:..~ ~~O~D~SO-~~~ ':.."'cJosed S"lI:Ir';S ~ -.;, ":~ :0.'.1 .,rote ....:::'.;)1 -:c' ;,r-:~ M<n:"'i = '-;crr, M:::~ : '_'S ...all NlC:~ :i~S :,.<;r1"3f'9 ~-f UJ :i: ;; I f :2" ~2' 'NICE x]" ~ISc~NTERLCCKING [INDUSTRY STANDARD] ROOF ?ANEL. ~E= ....'c-:VlC!...;.AL ~~.'1El.. 3?=':;:F;CAI1C~ (',N -ABLES) r=Crt AL~CY ..:....~D 7HICK.t...;ESS ~ ::':......: c: >; 'l~.jS~:"".,' St.:1na:HC ~.iser ::lJ.r~ S ::;r ''/ar10US ~_0aaS ':"!~,r:1.:n'J~ ~::C', :":~5 ~.'~ )r '1.:5 : .'r ~i:;er ;)'l.t',eIS J;er: ::Ui c:nqs ::"'"'lC;os.cc BUildings ':'=pl:ed Ov~manq Conolt!on _oac ',CNE r.OM Z" ..0" ::..:r' .l'~" -c;:;"co ~'.emang ':';":::1,;0('1 ,'JI:1d ?eqlon :; ~:: ':In _';JC ,'.C,"~ .o.J :-J<' ..-<J .1.v" .:= "l? ... -- '02 ',I?" 1~O ~A.?;1 ~ i,'j 'A,P ~ :9 :5 7~~ "'J ',\,? , :~ :J :s :2 , ~'- 3' ., ,..r ~.,' ,J?" .;.r) .:-: '.l,? '-.I " ':5 ',A.::> ~ ~ ZS '~? .~ ,.c '~,? ,,< .5 51i '.:.J .'A.?,.., ,'.,- ;'.- 5-'0" .'..: :;'.' :. -r x. ,:),O:S" =tiser Panels Open 3UiI~lngs EnC10se~ 3ulidlnqs ,',,~a :.;-~ ~ ~Q:'" ','Ilnd ~--- -.--.--- ;'c~l,rc. Oyema,-C1 C:cnjltlo,": ...'..l:r, .:.ng C.J(.cltlOn ~eglon ":2 ',t? ..... ',..~ ',~,? ~ , 2':) 'A.? ~ ':.5 'A.? ~ ~-r:r- ~ ".0" ,.:y' "C'E 'iGSE Load l' ~JM Re910n '02 ~.t?:~ "0 M.?,H '20 ~,?,H. 125 M.P,:"" ,.c M,?,rl. '_oad '; '';-'3 :9 l5 4' .5 ';::'.'7" :J Zl :S ;";:.' , 2'4.3 '2',;- 'J4" '<-5" :" , ~ ~ ~ ,1 9'.10" ,'-, ;:.: ~~ '.-4..? '-0. :2 .3" 56 ~..s- J~ x , 2<' 1: Q,OJZ" ~Jser PanelS 'r'Vlnd ':cen 3ulicings AOOliec O..-eri1iing C.JnOltlon Wind Region '02 '~,?,H 1'0 >I,?,rl. '0'.9' E.1Ciosed 9uddlngs Applied: O'Vemang COnditIon Load ! ,~C'E, ,'..,- ,..," J'..," "..," .::;e:gICrI '.C~.E J''':'' _:ac 4'..," .:: ',~,? ~ Z9 J5 '1 '5 :l .~ ?...:,' ~~=~,t?--1 .:-: ',~,? ~ :J ',,3" ...-: .&::; '2'J~".?,~. ~:5 ,,~.? :-( ~ S ~.25 ,'-d. P ~ ,.c ~,t.? " ~..:..: ',t? '1 ::; :..: '~o:e. :'31 -::- :~~~ "':~ = -:::::'"1'\ if c:- :..$ ..a, N'C~;: ::..;s :-..er;-a.-'w:: ~.' " TaDia 7 Al:owable Spans for industry Standard Riser Par.eis for 'ianous i..Jacs Aluminum Alloy J105 :-1.28 ,~..-,; ~ :_...~; -<J;.t:rl""af,,;,e-.'s ~ 8Uil:llngs NinO : Applied I Qver11an9 Condlbon Re';10n I Load '-"'G~~~'T..;r--J'-lJ~ :~~.-~~:--'":-:-r~ ,~ - ~. ; "0 ~.~_:1" ~_'~ ,,-, I I '..:.-4 I ',4. ni'jl;(~2J I ~~.'" , '4-0 h1n:x:~~-2" I ',,~ : ~~.~'..l ',-3 iT~.~"ZI'UT"'T"....;; lr;,~C;' ~,.';t =.nC10sea 3U11dln\is. WInd i Appl;ed ! Region I Load ~U~E; 'O~.~i9 "0 Mo.?:". J5 I ~~, ~,a M.?,"'1. 4' :.,': 1.;');f.~ ,.., UO M.?.~. 56 ~ Oyerhang C;)ndtllOn ,'" Z-'l l..: "w .~ ':;-', ;j.,:" '~. , 0.. .', '"J..~ , '(..:0 ~., oj-o ~ .~ .., 1-~'2~~K.lser PInel$- I uper:lSullclngs t:ncJo5ed BUildIngs ii'...md ~ Applied i Ovemang t..-OnOltTon ; VVind ; Applied! fJverr,ing WnCttJon Region ' Load ~~on ,oJ :. .J' 4'~ Region : Load 1 NONE r-J I X~ ;-.J ~~~~.71';-.~ ~o~ ~~~~!1J,~~i."; I L~ ., !l1~?;.l: 20 1'4-'" 1,5..... ';::0') I ',6.1 I c-l' ,,~~S '1'.,j n.) I ,. t,C '" p:;1 rl 2.3' \.....,~ ''"'-.J ':J.) ~-1 'o.,~, 120~"'.?,:"'I. 41 'G.) ',G. :<::~~-=-r-r:~.~::.~ ~~~ I ';~ ~:!V.~5 I ~ " ~......~;r~~.~ '" ,.) '~.~l",~So,. I u~, . -'. 7 f" . :.~.. ':'.:' I , ~.S~ '0.... .,. -:. ',.J" 'Z.T . - ~" "'--3 ....j I ~ I -:> I ~.. I 4.""'-J .. '. , 1''''-;:' I '..:.'~ v I ....~ I ,.l .1 ~-:~-:-:4 ,"'V5..er ?Jnels. ,-,Oi!:n 3ut!dlngs t:f1Closea 8ullolngs ~'Vlnd : ApP!H~~ Overr.an9 Condll1on I Wind : Applied I Overl",ang Conojlllon Region I Load ~~~~~~.{'"~ R~gio" I Load jqoNE i , .::r 2'..rr 3'~: J-0' ~'PJ'.~7 i ',..'~ ; \: '_\~ : ~e..4 i ~8.\0 i 'So., I ~~2~,~~,!"~w j iJ-~C' ',4..) ...! ~~.~'''; \ll0"1.if.?A;"20 I ',o~ : ~O"~o-:TfITI::>Tlo:..~cf.?H. I J5 I '2'.5"" I 12-1 1 IJ.: f "..:.,'u ; ~"',,.,.I f i-'--:iJ"lJ.?~1~~=:;;-::5.1\ I 'J"" ~~~~ll.iJ.:1..; 41 i \1-':) 11..j '~'" '..11 :4.... ~1':!::-l.~6 ) ~.~.J i '4., i ;4.'j ! \"5'""~;,"~~I1l.~5 1 ~'J.1~" ',\..0 .~ '.;., ~~? :1, ~2 ~J~ I tJ.~ 1J~ ~J-i ~'.J ~.1.QJ.;f.~56 1;lI.~Q '0.\ I 'i,...j '.'0 I ':-0 Note: 7Q{a1 rOOf par.ef 'Nlctl"l = room.",.,dtn piUS "Nail N.a:n ;i:..s :'~a('\g J l / .-.,------ '200. ---- ---'''~ - / iNDUSTRY STANDARD CLEATED ROOF PANEL i ,u;:e 7",'.J.: A, lio'Na b ie S pans for Il"1d U stry Stan dJ.rd C :ea ted ? ane Is fa r Va riQ U s Load s Aluminum Alloy 3105 H,14 or H-,S ---r:::-.r-i:"'~',J~~ _.eated ~ar1~IS ooe;:12ulld,n~s :.nclo:.ea :Jullo'nqs ,'J,nd .....cpl,~crr--vv~r"".anc; ~n:j'l:Ot'l 'Nlr-d Applied ......",ert'..anQ '_0"'0100'" ~eQlon ' Lc.ad ~O';C1'".:;)~r~~- ~eQ!on '..cad ~~-,:;: ":7"'t;{'~"'----:-"'J IJ' ~v'7'"7~:~ 'fl'~~~';;-~~.:. 'Q., 1'~]~,~J5 ,-c2'to'A~1J .:;..; ~.-7--Tt'JV,-;1~ ",1 nru,-p-R:7--4~" :~ ~ ":n:l~H. L5 T!~,~~.,.~ .jJ . ~ 3"-'.1 \~-O-VF' I-{ 56 :-< ').1', ....:.. ---r....,4~~'Zo_,eil..ed ..an<eIS .....pen 3ulldlnqs :::r::cse-:l ~,wdjn~s ---;Vlf"d ,...POI,ea Qvert"olnQ '....Jl"!O<OOt'l ,~;..opt,oed :)'Jertl~f'Q ~.;)f"cloon ;:ieglor'l Lo~d .....".fC'.~ ".:; J..J to..) ReQlon Load ...."O"t 1 -J 2. -J J..) ".... TI~~~7..._ ., ~IV~,"3 ....4 ::., ~~.~o ~- ,,-.' ,~--;;O~_~5... 3...;, oj.~ l::jt,f.~ ~:'J' ~ --;'".:- 1.' ""::;"-':'.~i.O:'l,r -~ - - J-~ .oj --~---.--:-:; 1';.!"V,~:" ~. 1_ 't-:r---:r:~rr;{,~"-~ T'1~::-- ~~~ ~..lO'"V_~"'S"b 'z.-;- ---r~~m))J. _,eatea ..anel$ ...ioen OUl1dlrH;tS N,nd App.,ed' Overl"'anQ WnchQQt'I ~egjQn Lead ~~~~~J..J ~~.?~, "7 '.:: ;:.; ~~.~~~~..4 " :T';.~;r~:r-;l"':' 1.'0; '~.:: ~,~~ ,. ,....1 ~~7-:-:-~~'oi.t. 3." .11 '2'J]' .."-find :'J"_C!O~Q ='UIIO\r1gl : A~~:I~O ';O''.c ~:~rNjr1"~-oJConol:~_ '''-3'" 4..:) Re 91 on ~C;1~~,~ ~'3 ~-e:;r.~~~ ... r ~~~1V{.P ,"t 4' ':5"""'X? ,-I. 45 ',40 ~,r_:-l ~o ~ ,.. ~ '" :;,~~ '.Ote: -0:31 ~ef care'; ....":~7'" = -:lOn": ....-;-,~ :<1,;$ ...a:i MC~" ~l"S ':.efT"3:-r,; ';Z'.;''' 4 -J~ \i.~ .-, , ~ ., ~ 0:( ::l Z 0:( (/) ~ u.; Z c:: <:) ~ (/) (/) OW:J :JOcn 0::: (/) :'l: r- W r- (/) 0::: i'-. W::lZ ~ r- 0 0:( 0 ;- a:: ::l r- u...a::() Or-ill (/) (/) g ~ ~ ::l Z ~ ::l ~ 0:( f- w! ri~ ....-~ ....U C)f- C~ C~ C)o.. enS UJ ~ ::Os wiiSo 'U') ~ ~~~ ~6J N N '"' ..; u.. ;:!' 0(" ;: 5 ;:; ~ ~ ,.. :2 ~ ~.~ '" ,.... ;;;~ Z '" ~- c:~ LU'.J. ..; UJ f- 68 OF 6 j ,; Z :l. <( '.lJ :l. Cl r I~ AlUMINUM SKIN E,P 5 CORE SIDE PANEL CONNECT- T!CNS VARY :DO :-<OT AF,::CT PA.'iEL SPANS) SE!..:::C7" ;],<\.\'EL :;E?TH ;::o,C~A - :'9:"'::3 <e' ~------r C::V.PCS;-E ROOF PANE~ :INCUSiRY :37 ;','''C;'~,CJ Tao,.7,1,5: Allowable Spans 'Dr Industry Standard Composite Roof Panels for Vanous Loads AlumInum Alloy 3105 K.j4 Dr K-ZS j,Q E?S Core Density Foam -~~~:-tls ,...ane,s -- - ---, ~3~I:d,rgs ::..rc;o-:.eO 3UI'~;~S - -- ---;r~ ~pl;eo --cr:.-:eFa::~-::~- - 'l{in~~ - ::'/er."'~~'- :::e~lOf"l ':":::30 """""'::;r,~r":-7....,....---y~-~"-- RegIon Lc.ad ',I,.,\C: .,;.,-v 4-...J --':7';r?~, ':-:-'--"=--~~vIV~'2r--~-;._ '.... ~:~:D --:-'~'~~,~'.J" -':J""'.r.7~:~~~: ~,rl'2~_i:J,roi 41 -,::: I"? ""'I :;----~. :-., ~2.5 '''\1''''"'''1. ':'5 ~~ \k? :"'\. ~2 ~.' , ~~ '~-~~.r.;r:~:lO -,; x la x :,"'JZ".i ::lar-el$ -:...:10 !..;'ce~ :3t.1l!d:r-;s =.........:;)sed ::hJ!iOlr;s ...vemal"1g t.-Of':;3I!;lon 'N'lnd ':'pplleo '...'(er:"'ar'g_~rCIt:on ~,"-~~7..u J....J J-v Re9lcn L::>ad ~.~..o---r:;r--.J.i,.J 4-<..J .~ 4. '''J i~r;(~~-":-::-~~:-'~ .:--:~~.-: : lo:;r,rrr--:r--7... '~~~:iJ"f;r?,:",\, 4' ~~ '..,:-r:~.~~5 ~"'; ':-~,~-o ""'POlieo ~,e';iOf"l i_oad ~~~ - - " ----.-.:-rX~:a -'::-7-?~:~ ; ~ :;7';:S-_ , -'1.:---r;r,~r---: : ,J .( ~ ~ "..~~ ....anets ....~n ~;s ,'lIr"1a ,....O~llleo '-,ve"""~"'9 l..::.nOI~on ~eql~n L...oad ---::,::;~~7~ 1e1'l,~r---':., '~":;: -o;l~~~-s '4.: ,=-~c,oseo ::!(.wojn~~ --'~:-r;r.~:~~...c "'MO ;"ooi.eo C...e~3.I";_~('lC:ltlOn ....... .=<:eglcn ~~alj ----r:-~~.~ , -v "-...J ~:::r- ~:---':~~t.7'1.?X-~-r---'7.~7:---':'".., '3-; '4.~ ~ \,o-~.~:~~.'~ .~~ ...., '~.~:-y:.{.~""-----"~'.' .... ,,,.,1 :;~::-s-"";r~r-;-:= ',4 '.,::' .~ ,'.I,,......, ~o '. --..::~,~:o ...." :~~,i="-~:~-~zr." .Io~e: -'::"'::a~ ":e :ar~' 'f. ~... ~ .~ ......oj..;. ~'-iS..-:aI' ....C"'."": :::'_5 -:~~ T- 0,019" AlU\'\iN1.;\,\ COVER PAN OR T CCNTINUOUS AL"MINUM SHEET ::a < 518" CORROSION RESISTiVe: ,'lASHER i-<EACE:J SCREWS AT 24. oe. AL 7ER.~A 7E ::.a l 5/8- 5MS "" ',/2" ')iAMETER WASHER. -,'/ TYPiCAL iNSULATED PANE~ ,...C-~3 ,'is, ALL R'GiD FCA~~,,'iSULA "CN ,N-O "l~MIN1.;M ROCF PAN , C:::VER "NSi..iLATICN WITH 0 j,<5' ?RCT~C70R PANEL Nl,rl CVERLt;PPiNG SEAMS :-<SV,.A ,ICN PAN:oc.. Si-'ALL 3E CLOSE) NI,\-1 AlU\'\INI..!A :::-<D CAP TO SECURE Pt.AC::',lE,'iT ~,~~D -:-0 DISCCU?..A.Gc -HE SEST;iNG CF N1LDl:F: AND 8~ i,~SECTS, . '?C7~C:7C,? PANE" NILLi 5E SEC:';RECJ SV ~ < SiB" C::;;:;'ROSIC,'1 RESISTIVE "'ASH",! HE.ACEO SC;:eNS 5, SCREW PA TTER,'i ,'1'LL 3E . 2' ON ALL ?E?~~E~ERS ",-,.Q 24' 0 C, FIE!.:J 0'1 E.ACH ? 4,'" E!., \~~D~i~~~REE~B;...APNIL" 3E "TT "C:H,,') NiTH (3) ~x' 2" CCRRCSIC:-< RESISTIVE "'AS",E'! Tao:e 7~,5: Allo'Habie Spans for industr)' Standartj COr::poslte Roof ':lar'1elS for\"'Qr~ous I_'~aos Aluminum Alloy J,105 H.14 or H-25 1.0 E?S Core DensJty Foam ..J <t :J Z <t Vl~ W 2: 5 ~ Vl I-VllJj () W ..J ::J 0 en a::: Vl ~ I- llJ r- Vl ct r..... W :J Z ~ I- 0 <t () 1-- ct ::J u.. p:: ~ o S; Vl 8 2 ~ ::J Z ~ ::J , ~ -~...a~:-'.:l;:JJf'1els :...-pen~amgs-- :-~c,C'sca CUI(('J,"';'-S -- ,T~'Ir-o-~ ;"Opll~"--C~...~ndl\'On--~ ---;:P-;:;~-~73f'1q '_.:)n~lt~ol'\ r:<e;!on L..:aa -l.~c\;c--r':;~:~~j.:;:'--r.J'"'- Keq10n :..oao --"'\''JC'Y~''''.J ""'C':2 ',' ~:"'I ..... ~.'" .. . . .., 'crx~ ~~:;'!1,?r1. ::~~~..~ '~J :::.~VT~.:l' '20'J"".?~~~~;:.~~~j":, '':'.:) \~,?,r'l. .:., -':~,f?~S ;.., .----, ~".; \,{? :-i. ~ -.".l.V'.t:1~~~~~~~~,?rl. .i ...,~ :;:l'':; ~..ax-r-~..J ~lN~!S c;p:enaUlldH"gs ",Ird :'pOlleo Cverral"q I...oondltl::ln ':(eqion Load -'~C"->lc-1..J-- T.l)-r-tJ---.r.:;r- .t~-r;r~7._ ..... '.,~ ,'jll'\d =-~C1Qsed =uIICin~~ App"ed O..err.ang '-'::nCltlon I Lead ~0,vt::. 'I...... Z...,,; ~ " '':''~ 1'1J',T""'-~" Req10n 1L:2 'A,?,M. ~O\".~,H ...w '2~?'-1 ....., ~ ,,5 '.t,? ,M. \~ "4 ?~ .--' .~ ~ .~ J~...:. .... ..I~ '..~ ''7.~ . . ---.---- . ...-; -'::~,r-~:j ~ .., ..--: :--O:S'1r.~~:;----'~~:--'T" ~.,.~ ~-,<,;~,,,~"~, ~-S~... ,~Jre!s ....ve~ ~'-'IIr::lr"gS ="""C:lcsed =UI,01:lgS Nino ':"OPl1ed Cvem.ar'9 t.-onOI!Jon ,"',no ,....pp..c-O Overr-..anq t.-onOitJQn Regloi' ~=ad ---'-;C~~"'-.J"""""-2'-..;:---r-v"-- .r~:-- ='eq1on ,-=aC -';;'L'.c i -<..J 7-<) ~~,~,~-= '/.1(; 0'" iO,,'A,?,r-\ ~,,;. \,,;~ '4-, '4.'v :-rr()';[?,'1 20 ~.. :,.:;! .,.~'" 1~~,~:~.._";' ~~~~~.~ ':;!.J ~~ .--=---,:~-c;r,~' -"~5 '<II,? r1 d) '.4~ ~4-o '<:- '" 1;."'::l ~:5 ." "':"l ~ w '"l'~,~2 ". '~7~.~:.~:r:::r--:"': ---..-~ :: .... '.jote: -Cia! rOCf par-a 'Mc:h = 'ocm W"c:.;o, ;:ll....s -..vall 'M'::"': ="I...S c.er-.a.~ f- ~ W ~;:; ti ~ N ..~ : ........, a ~ C3 u < C~6 c~~ C!)a~ lJ)~z w 'rS ~ '" C!) 'l: '" Ujj~ ~c~)( L..~g ~"'d .' CO _ !l. -.J ~ ;: " :g ~~ .. ' '" " '" ' ;;- Q~ i ~ UJ u... .... UJ >- 6C OF 6