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HomeMy WebLinkAbout00-9724 BUILDING PERMIT CITY OF ZEPHYRHILLS (813) 788~6611 Permit 09724 ,.... Date 9 - .:)-DD (pD BUILDING P~ :::::~::n" !~~~ ~;~~ (~. Parcel LD. # 0:8 - .-:26 --2../- 0/90 - /)0007) - 0 9'0 Radon G':b.;2, f-o ~t!.AH4A ~ EL~ICAL M~ Sewer Conn Water Conn: Water Meter: T.I.F.'s: Zoning: Energy Code: /[J , X ~f ' Descriotion of Work Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. FINAL C.O. q,-"I 3" - 0 () DATE NO OCCUPANCY BEFORE C.O. DATE ~ Company A~ ~~hone# ) Inspector 'i)O ~ilo:).J - City License Registration # I J/ 1 State Certified License# Valuation or Contract Price of:. I) -LO r!) 2.-t= R 'Co '-r (J fiJ:Jl; , UILDING Ftr. ~ /7 1"0 )~ Pre SLB flu ELECI~e:(C" ..- PLU~ I\4Ii€'I"rA 1iI' I CAL Breakers Ducts Insl. Compressor . Final Tp. Servo Rough In Meter Can Canst. Pole Pool Pre-Meter Final Lintel FRM. Insul. CL WL SLB Tub Set Water Sewer 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 PERMIT CI'l'Y OF ZEPIIYRlIILLS BUILDINg DEPAR'lMENT ~ 4-..lT, ';: ",%7-- otJ ;:<.fP. .~ .~ . Qf2~~/ DATE RlCCIlIVJIlD 0 (,. PLANS RlWU1K nu: OWNER'S NAME L 0 ^ ) G 000 IA././ A/ JOB ADDRESS (; ~ z B L i1- U i?(J. L tuDO,l.) .i) R PIIONE l) I) 9- 3S If 0 LEGAL DESCRIPTION: LOT(S) PARCEL ID" tJ3 - ::>'fv-;)../ - 0 /QO- WORK PROPSED: ONEW CUNS'l'HUC'l'lON SUBDIVISION Oliver {)c:t..k.s .'9 'j BLOCK o AL'l' ERA'1' I ON o REPAIR D INSTALL Os 1 GN o MUVl!: o DEMULISH PROPOSED USE: DSGL F'J\MILY DWEl,LING OCOMMEHCIAl, OMUL'l'I-f'J\MILY o lIWUS'l'IUJ\L 0" OF UNITS o SWIMMING POOL D MOBILE HOME o OTHER DESCRIP'I'!ON Of' WOHK D RESTAURANT & IIEl\LTII IJEPAHTMEN'l' APPROVAL /0 XZ1- S'cRt;:FrJt-/' . " BUILDING SIZE SQUARE FOOTAGE ;200 rvt fJIJ O? l/O I . HEIGHT RESIDENTIAL: A'1"I'ACII (2) PLOT PL1\NS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS." '!" COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. .~ PROPERTY SURVEY REQUIRED F'on ALL NEW CONSTRUC'I'ION. rsi BUILDING PERMITS REQUESTED $ c?< t/ (P;;. em VALUATION OF TOTAL CONS'l'RUC'l'ION ., D ELECTRICAL o PLUMBING D MECllANICAL I. AMP SEIWICE o F'LORIDA POWER o W,R.E,C. I', ". $ VALUAT ION OF MECIIANCIAL INSTALLATION :Ii o GAS o ROOFING o SPECIALTY o OTIIEH I. 'l'YI?E OF CONSTRUCTION: 0 BLUCK o f'IV\ME o STEl!:L' o OTHER " . , FINISHED FLOOR ELEVATIONS IS PROJEC'I' IN FLOOD ZONE AREAD YES' (J N9 \ I ! ~I " *********************************************************.****.*.. 11"'-/ Cv ^"S T COMPANY ;j :.s STATE CER'l' OR REGIST It r:I<CD.'':?~4'L1 Cl'l'Y pnOCESSING It I~n IT( I", BUJ:LDJU\ ; SIGNATURE QA~~ ELECTIUCJ:.l\N ,. , COMPANY S'l'~rE CERT OR REGIST H CITY PROCESSING fI SIGNATURE ****************************************************************** PLUMBER COMPANY STATE CERT OR REGIST It CITY PROCESSING It SIGNATURE * * * * * * * * *." ".'" *.",.,. *." * *,.,.,.,..",.." *,. *,.,. ,.."." *,.,. *.",..",.,.,. *.."......."......,......."...".............. COMPJ\NY STATfo: CERT OR REGIS'f It CITY PHOCESSING If MECHANICAL SIGNATURE ~~.,,*******~~~~**~*~***~~*********~******~****~******.,,********..** OTH&:I\ COMPANY STATE CEnT OR REGIST If CITY pnOCESSING 1# SIGNATURE *.*.A*.*.AA*........~..A.AA~A..AAAAA..A...*......A............... '" \I CO/WIT/OIlS oJ!' PlmMI'J' Al!'(i'lIJAVl'l' A. 'NOTICE UFO LJEEO HE:~rl'nJ.C'1' LON~J 'rhe undersigned understands thllt thls pennlt may be ~lJhJect to "deed restrictions" which may be more restrictive than City t!~q\lJ.ationi'l. The undersigned assumes responsibility for compliance with any appllca15J.e deed rer,triction!1. B. UNLICENSED CONTIV\C'1'OHS ANIJ CUN'1'HAC'J'OH HE~H'UrWllH 1,J'I'H:S If the owner has hired a contuwl:or or conl:J:llctoJ:i'l to ulldertake work, they Iltay be required to be licensed in accordance will. nlale II III I local J:eyulalions. If the contractor is not licensed as required by law, hol:h the owner. and contJ:actor may be cited for a misdemeanor violation under state law. if the owner or ill tended contractor are uncertain as to what licensing requirements limy apply for the Jlltendm..l work, they are advised to contact I the City of Zephyrhills Building Departrnellt, 013-700-6611. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor ::lectJ.oIIA" of this application for which they, r will be responsible. If you, as the owner s.Lqns as the contractor, you are indicating that you, rather thall the contractor, are respollslb.Le for the work. If the contractor wishes you to sign as contractor that may be all illdication that he is not properly licensed and is not entitled to permitting prJ,vlleges in the City of Zephyrhills. C. TfV\NSPOH'l,^,l'lON IMPACT F'EE3 AND U'l'1.l,ITY CONNECTION FEES D. CONS'l'RUCTUION j,IEN IJ\W (C"AP,/,(1:n '113, n,OnllJA !J'l'^,J'U'l'r;S, AS NiENUEIJ) I certify that 1, the applit:<lnt, have ueen provided wJth a copy of "Florida's Construction lien Law - 1I0llleowuer's Protection Guide" prepared by the E'lorida Depar.tment of Agriculture and Consumer Affairs. If the applicallt is someone other that the "owner", I cerify that I have obtained a copy of the above descrIbed document alld promise in good faith to deliver il: to the "owner" prior to COllllnencelllent. E. CON'l'RAC'l'On' S/OWNEn' S AFFIIJAVI'l' I certify that all the lnfot:lllatlon in tills applicatIon is accurate aud that all work will be done in compliance with all appl.Lcable laws regulating construction, zoning, and land development. Application is hereby made to obtain a permIt to do work and installation as indit:ated. I certify that no work or installation has cOllullenced prior to issuance of a permit and that all work will be performed to meet sl:andards of all laws regulating construction, City codes, zoning regUlations, and land development reguiations in the jurisdiction. I also certify that I understalld 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 compliallce. Such agencies JIH:lude but are not limited to: "'Department of I Envirolllnental Regulation-Cypress 13ayheads, Wetlalld Areas and EnvirolUllentally Sensitive Lands, Water/Wastewater Treatment "'Southwest Florida Water Managelllent LJlstr1ct-Wells, Cypr.ess Bayheads, Wetland Areas, Altering Watercourses "'Army Corps of Engilleers-Seawall1'l, Docks, Navigabie Waterways "'Department of lIealth & Hehab111tative Services, Envirolllllelltal Health Unit-Wells, Wastewater Treatment, Septic Tanks "'U.S. Envirolimental Protection Agency-Asbestos abatement I also certi[y that, .Lf f111 mate/:.Ial .l.s to be used in J!'lood Zone "A" or "A, etc.", it is understood that a drainage plan addressing a "compensating vol wile" will be submitted which is prepared by a professional eng.llleer registered In the State of Florida prior to peJ:mit issuance. A permit 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 pe.tmit p.tevent the Building Official from thereafter requiring a correction of errors in plaiis, cOllstruction, 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 permit is suspended or abandoned for a period' of six months after the time the work is cOllunellced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. 'rhe extension shall be requested in writing to the Building Offic1al. An approved Inspection Inust be logged during each six month period, or the project will be considel:ed abandoued. WAllNING '1'0 OWNEH: YOUH FAILUHE '1'0 HECOIUJ A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR I PAYING TWICE FOR IMPROVEMENTS '1'0 YOUJ\ PHOPERTY. I I." YOU INTEND '1'0 OBTAIN FINANCING, CONSULT WITfI YOUR LENDEJ\ OH /\N J\'1"l'ORNEY BEFOHE RECOIUJING YUUl\ NOTICE OF COMMENCEMENT. JOBS UNDBR' $2,500 IN VALUE IJO NO" HEEIJ '1'0 HECOHD ANIJ POST A "NOTICE OF COMMENCEMEN' ". (, i, I " i ~~~~;yO~FFLORIDA f?&LS~ The foregoing instrument was acknuwledged :;fore J1it;~~~Of ft~tU,-r, j!JJ~ ,~ ~l1alne of person acknow1edgedl rn-wilO is personally known to \lIe, ur ~o has produced (type MQid not of identif1cationl take an oath. STATE OF FLOIUDA I'Q COUNTY OF 1:2.5 Co 'rile foregoing instrument wa~cknowledged ,. i ~~fore me }!)~i-i!:}~ldL/' ~~ :r-~ "../ (name of person acknowledged) : lf1lho is personally known to me, or o who has produced (type of identification) ~id not take a oath Name typed, ~ person taking acknowledgement "'~~"~;;'" Suzanne Bahr ~'i~\ CQlilmi~~IQr:1 # CC 790B 17 prill tetl t;~ 'E~m~oov. 15,2002 c;.#!::, BmmEO THRU ',. A,LANTIC BONDING co., INC. S1gn tlallle ~"~ SblZilRne Dal:u typ, ',""'}hr. ~slUr'=#~t:MQ81lJ1 ~;J.A.1~E Exp . N9Y, 1 5, 2002 ~,"'1".......~," f....'iOd; THRU "',R~,~\''''\. ,:.\.i ...<:, 'JNDING co., lNC Ie .. 11.J. ~ 0fzi {' .::::.N ~'L'-X..\f " f~ L f\ u (Lh.LuJ l:f\)i) D<< ' 1/3L)~'~ SQ. FEET PRICE . MAIN OR LIVING AREA $ OTHER AREA UNDER ROOF '1-crD $ 5" ~"":;' I ~ . OTHER VALUATION $ Z.6DD_0~ "'/ r.-- BUILDING: $ 0O,<u CREDIT: $ ELECTRICAL: $ PLUMBING: $ MECHANICAL: $ Z ,-/0 SC'~. FI RADON $ L. '-1:0 l t G, 2- '+ to> ~1-r1"L.- I T IF'S ,I s ~ J:O(l)~ I 00 I I I OJ fo I ~ -- ~ - ::: - ..,. IL. ~(I)<...i 0 .~O N . 0 ~ ~ 0:: Z <( Q. i f... ... ~ - I I ~ ~ (:) ... ~ I, ' Cl c.::::- ...... Cl '-- =-~ <( :: ~ ~ ~ o ~ Aug-22-00 OB:23A - P.Ol E3C> LJ ,..... J:> .A..Fl."V' .s 1.J R.""Ev" LEOAJ.. DESCIUpnON: LOT 9,lA\1IU!L WOOD AT SD..Vl!Il OAKS, AS Rl!COIWED IN PLAT BOO~ 32. PAOE Ill, I'UBUC Il.ECORDS OF PASCO COUNrY, FLORIDA. I~ I'? i ~I 4 ~I. 81- ~I' Q:: :;:)1 :51~ . . I! I" /....= r( '.rg ... "'0' 0..." ..... ;l' '_1>4. I CBRTIf'Il;C TO: GARlI' O. GOODWIN I'HH MORTGAGE SUNSTATE TITLE AGENCY, INC. FIRST AMERICAN TITLE INSURANCE COMPMlY drzd~ ,__q~ )1). ~d~ ~l,. HAVill L. SMITH~~ PROFESSIONAL SURVEYORS .t MAPPERS 1Ne. o \f'0 ~ ~'VE~O PJlOP8Jl'l'V SHOWN ~N.yop1lAJ\ll TO BB LCCATIlD IN FLOOD ZONB X PBR. F.UU... 1'10. 1303" OO'''C D....'1ED 12.117191 naSSUIlVlrYORNAJC.BSNO 0\ 1.AJV.NTBBs AS TO THIl....CCUIV.CY OF nus ABOV1l IN 'ORMATION. t.OCAI. 1'.11.""'- ,",Olnn' 8HOU1.D BS C<: 'NTACTBD PO" 'VIlJUFJC....TION TllIS CP.RnFlBS THAT THIS SlJRVSY WAS MADE UNDBR MY SUPBRVlSION AND MUETS AI ~LlCABJ.Jl MINIMt.IM n3CHN1CAL S'T ANO....RDS SB'r FORTll rN C~ 61017-<5 FLOIUT.JA AOMJNIS,",^TTVI! CODB PURSUANT TO !II!CnON .7~.027 PLONOA STATUTEs , /::J ~ -\. ./.:1...-.::- c.., \1-1<:>0 II:>A VtD L. SMrnl DATE JPIlCIFBSSrONAL LAND SURVEYOR IFLUJUDA RBOISTIlAnON NO, $265 NO r VALID WITHOUT THE OJUOINAL SIONATU1U! .'N:> R.A.lSeD SeAL OF A PLOR.lDA. L1CBNS8D :nn 1 VBYOIl a MAPPEJl ,- lOl 10 S.8912'28"E. 155.00' N ~ 10.0' I '~ '79' LOT 9 ..... PFWf'os E 0 SC KEEN R.eol'( ;" 5.8912'2S"E. 155.00' 101 f\ :t . N I") ;..... ..t- O o vj ,...a.Jt 1tr' .. .." . I b U') R A' ro fiI...V~' \ ~~::::c> 1:::- o~ ... .01/:5J V ~ if-TF BI!AR.lNOS ARI! BASED ON TIlE EAST RJW LIN1! Of LAUlU!LWOOD OIUVl!. S.00"47'32"W.. PER PLAT. LICENSED BUSINES. L.B. e.ea .. 408 VV. LINII!!:IB.A.LJQH ,,-,,:VI!:NUE TANlP.A. P'LORIDA 338 t a PHONE (813)935-1960 FAX (813) 933-9446 ...r.o - A ~OO/ Of' A.5~. - A.5~1 e.M. - el!HCMWoU o [L. :~~~ z coo<<:. - CClHO\m ill g;"" : ~H ~ De. - oaD~ 11J~. :~MfH'T J ~. _ ~e.<fHf crJ - rlfID ~fH'T r. - ",HI~ 1'l00lt ,. .C.M. - f"OU"ID o::::MoICJPJ!Tr MONU..tHl "I.r. - I"'OUNUIItON"P'f' r.I.~ . I'CUND 1!tON ~D r.r.~ - rQUIlO rlWCl1l:.IW.ON .Nl NGW - ....TlOIIlllo GWorl'C II!:ltJlCAl.OAllJI.I o ~ll. . CII'T'lO....I!ZCOItD5 IlOC*. 0't1 . ~ W1Rl I'G. - rAGt r.c.r . ~~l rcoH'T r........ - P'tllMIIHtH'/ I<n"tltt"CI: "<JtlLMfHT r e. - P'lAT llOQI. '" -.....f OAf A poe. . roHl or IleG''''''NG r o.c. - I'OIHl Of' coo...fHCtM r c. - rooHf or aJIlVAl1JIlI: r~c. .I'OIHfor~~ rf. . I'OINI or fAlGDlCY ~.,.. .. P"OWE~ 1'Otl - - IUGIIT or WAY !l1.1l - ~ '_1lOD Lll~"2 !l.D. - ~ OI!l1( Lll ~"2 ""'" . ~ll(H01"'- l'rT'. - T'l?lCoOl. 'N.C. - v.m.el!l am.t~ 'N. r . - -..:lOO I'tNCl! NO UNDeRGROUND UTILITIES. UNDeROIlOUND eNCROACHMENTS OR SUlL.DINO FOUNDATIONS 'NJ3RB ME.AsUJUlD Oil LOCATBD "S PAllT OF ~~~~'H-=~ AND SHRUBS WBR.I! NOT LOCATED UNLess TIllS SURVEY WAS CONDUC't'RO WITHOUT THJ! BENEFIT OF A.N ABSTRACT OF TrrL.e. n-mJu!FORE TItERS MA'V HE OTH.ER.1I.'\.8I!:MENTS RJOHTS OP WAY. SETBAClC LINES. AOR.EBMI!NTS, RESERVATIONS. . ~~~~~~ OTHER S%MILAR MA'M'eRS OF P\JULlC kECOlU>. NOT ~:~~~~S~ANces SHOWN It'BRBON REF1<R To FIELD DATE, 06/09/00 lOB NO. 0006-S7 ROOF // " :::.- ,-:::::_":-.~--=-~- .'--=-~ ~~~:-'-_..::~:" -,,::-'---:_':'-~'=:='.~-.'~':'_-:=--===:='; - - .', SEL:;cr EDGE BEAIot TABLE J ~ , AND ( OH TABLE J.1 2 SOliD PooF SE: SLAg DE,AILS FC~ rOOT\~iCS ';.N FOH ~AAX. L;PR!GHT '..'~NGi~ ,- ," 2- '....,NDOW FRAMiNG CA.N A"AOr; DIRECTLY TO HEADER = '-- --'--- ... '----;;AAES ~J6~~~EV.3"i.J.a.O~,c:.~-G~CE)~ --. iYP!CAL GlASS ROC~'" WITH SOUD '<CCF iYp!CAL FRONT 'IIE,V FRAMING 'iHE,GHT CF '~PRIGhT IS 'AEASl,;RED FRO'.l TOP CF 1'<2" i>LA TS "0 SonOM OF WAlL SEAM) GLASS WINDOW iNSTAlLED PER .WoNl,;;:AC,URERS SPEC:F'CA,iQ,'o.S CONVENTIONAL ;:RAMING OR AlU~H,NI.;M COVER SYS,EM SHEEr:,NG 30TH SIDES ANCHOR WIn.;:sa x 112' SHEET METAL AlUMINUM SHEETiNG OR VINYL AL TE~NA 7~ CC/"tNEC7.QN AT FASCiA ,oLLCNED SEE SEorle,N 7 FOR DETAILS LOAD WiDT,.., FOR RGOF BEA'AS ------ SOliD RDCF _ , _ / ..n LW '. ,-- P'2 ' "'2 ~ -~.-=.--"'=::=:~ ~-:.~:....-- ~~~~--- s'~c: ~'OA" "'NO '~PRIGHTS ?=R' ABLFS / / O.H. : EXISrlNG STRUCT1J RE GLASS ROOM WALL SECTION i P = PROJECTION FRO.',1 :;;'CC. !_'l'i:: LeAD 'NIDTH '''I''\~iES r:---- r-' VARIES --t4 MI,NiMWA 2" x 2" x 0.032' (TYPiCAL) TYPiCAL SCREEN / GLP,SS ROOM "",'- Si-'EETING MI~iM\';M O~E SIDE ~ --"'--- """ --~ ~-- ------::---==~ ~ '" "' ~ Ci ~ MAXiMUM WIDrrl =, EDGE 3EA~ SPANi: "RO:JGrl C?E"ING' ',vlrrl ~o HEADE,<' 2" x 2' NorES:N:C;-'CR ,. x 2" CPE'l BACK E.XT~USiON 'NIT'e< 1/4':<2.1~' OCNC?Er: F..STENE,"Y.AX:....VA OF 2'-{)' ON CENTER AND 'Nlr", I 'I 6" OF I~PR!GHT ANCHOR" x 2' TO WALL wire< 2.112" #10 S;-;EEr ME'"AJ.. SCREWS Wlrrl WAS"E;S 2'-0' 0,'1 CE....TE.", ANC;-;CR BEAM ;.'10 :';;::~IGHTS ,NTERNAll Y OR '^\1-i ANCHOR c,-:p~ AND #'0 SCREWS AND WAS"ERS. Mltl,MUM SLAB THiC:"N2SS FCi'! SLAa ON GRADE IS J..~,'2" CCNCRErE. SE EOT FRC.'" WALl 3EAM FROM TABLE 'JSiNG U'"RGE" LOAD 0'110111 VALl.:E OF ?12 CR?'2 .O.H. 'P" 'S CLEAi'l DiSTA.';CE FROM f'OST srRucrURE TO =RGNT""AL!. BEAM. Re,\OVE 'IIN'(1. WINDOWS 'trrlEN WIND S;:EEDS ME PREClICr=:O TO 3E is M.P.H. OR GREArER. SLAB J.>'2" MI,"iMUM (SEE DETAilS) TYP!CA,L ELEV..\ T!ON GL<\SS ROOM 'NAl L ~ <J"~" ~~~'bs:62/A8lES ..4V . '~~ . SiRUCT1JRAL OR PAN ~.# " "'''- "'. .~, . ~. 'A' .~ ~ d~ / ~ / ,....' ".- V . .~~ ,/ -...;.~~ ~ ~~P?7~~~~"/;f-' ~~. ,... ./ ~, ,., -, "~~. ..y ~ v.~~~ :/;/:,) ,>. oS ~"'~"/' ""' c ,,;>5''\- /........./ '~~.~. 7'/~ . ~~~ '~." . . dY '" '-'. "~ ~ ' ~ '-...... ,': . . PANEL SPAN "", ~. '~I ~ ; 'A' ~'\. '",X"'. .\ .1 SEE TABLES "")~ ~.' ',.p-<\\, '.yP' ; >~.,..~'.. ',;/ '.:I-'//~~ ."...,,;-YO ?' /". .::;:,.. #'.... , ~/-~~/. '~ '! ~ ,.' .~~;.":: ~./ ,.....' ... "'-'/ ".,;r.P" I ~~ :\ ,e.P1 '- ~i ~!~ ~~ I ~ "'- --4 "-"! ,/ / ~/~ ~.' #,/ "' oS .... , / ;.S-\':; ~/ '--.../ " 'H' -It . UPRIGHT HEIGHTS TYPICAL FLAT ROOF ENCLOSURE TYPICAL GABLE ROOF ENCLOSURE y "" 1',""," '" y~ -"0, .~ ~!:.. C J -: x r ~i ~ , -"0, 2" X 2" PATIO EXTRUSiON y ~,. -;-~.-r ;....~ -"0, ; :1 ~ i j ~ t Oc~"l-; x I _'< SOLID C::;VE,q EDGE '3EAM ~ VARIES A = 0.65 in.l WT = 0.78 Pl.F. . Ix = 0.54 in. Sx = 0.43 ,n. 1 5063 .. T6 2" X 3" X 0.050. PATIO EXTRUSION NOTE: 0111EH POSSiBLE EXTRUSION SECTIONS NOT SHOWN SEE ENGiNEERING MANUAL ;>.\o<>'Oc:'" --~, --' ! -- ~. .~ .____--:-. .-" J''1Oo . --........,.. ~ ______.l-'---lf--.. P<'vf'. ' '- '''--:--/ ~ - ; ~ ----............. ' . ,--'f' . -' ,-1 r - - _ < r -------1- / . . ~ 1~------! ~ I ~-"-~ ---~. ~~. . ~ - ----..-- -----=::; """ \ ~ ~ \. .;--- -..-- ---~- , I I !-- I 11,' SO"'~. "\ 1\'J"l : I' Z" . S' S 'A 3. ,;E.>D"i'l ~ !5 I >( _~~_______ -= I >( I~ ;"oj .;S (~/T ~ .:~. ': :; :~"";~~ ;::OA',~',.\ ---': ("of I ~ I ~ , I ~ ...Lr-- -.-........""> -~. AL -::F(.~A7IVE :!E.A..~ Sl";:l"CR r RECc.iV',~G C.....j..-\.~~~:.. 5 ~a ( . ,'2" TO STUD a <a. ,,?, TO 3EA'.4 '?,IQGC. C~? ~-,.- ~..\.~':--........, ~ .............----:-"':::--:' ~ . ~.s.2~ J''l ~:-, __ -_-'" . . 'Ci"'.'='o -.-----. ...-:-=-- ' , - ~', j '~( .- ;. _~~--;-f--f-~--~~ '~____ ~ .::---,;-:.- -------- - ~ --- -- --~... ____ I I -------- ~ , I I '., ,---:-.., I : I J j' I : i ' I : Ii' '~-- 3EA'.4 SU?"CRT , : 2 ) I : I I 57''';':51'''?tCAi. ; i 2 >(1 10( 110(1 >( ,:,:') I-I Ni-, N:~ I 1 I: I j I?; _c.....J... -1-_ ;.s x ~,"Z' :~ ,:::=,~ ?A..'-lE~: 'x ~IOGE ~E."M -,-'("'- ....:..- ,.-1- FR.~.'~i~G DE7AJLS "HE ST;li,JC-;'"AA!. AiJOI-'C."'S AS S,..OW'< .'< "."S E."G,"ES;l,'<G 'ACKAGE ME ~ES;G''''E" 70 SE 'AA^-~:ED.O A ",^'<UFAC7'~~ED HOME ST?UC";\.'RE. iME ;:)'E.~ SL:P?CRT S'YSTEV FeR "",",:...jE I.,4A"f~~AC7'JREiJ .-4CME U,~lT AS ~EF~.~.E~CED SY i'r': :;M\I RULE '5("..-4.COi2A.\(O ThE '\A110~l MA..\iI..=,J,C71JR.=J f-oC\jSI~G :GNSiQUC7'CN AND SAFE7Y STAACARCS AC7 J28Q,306 S ADECt.:ATE 'f"o r--A"-lOLE iHE .J.CCITiCN.-\l. ~;,.'C~"..;:v..L _CAD 7RA.'-tSMJITE~"70 ';"'r-e M.A..~UrAC-r;,.'R=~ ~CME S7'RI...C'7""",.:~E;'r ''''E SiRUC~,'W.. .ADOI7!O." 7'd: ?A.N S?ANS S,..CW~ ME CAl.C'J\.ATI:J C'< ~ENC~S7 CAS" LOAD OF 120 M?'1 'NINO UP'.:FT OR 20 # I SQ. F"'. L;'oIE LOAD \lUl 'G?L Y "UMaE."l CF SCREWS CR ANC;~CRS SY CC...YE;lSION FCR DIFFE,~,,"T.'IiND LOADS re<E DES:G,"S AND S?ANS SHOWN ON 7'-ESE DRA\V1NGS A."E 5ASEC ON "rlE LOAD RECUIRE.'..1E,<TS FOR THE FOLLCWING CODES: I) STANDARD 3UIlDING CODE '99i, C",APTE.q ~5 ,NC:'UOiNG ssm 10-;6 2) SOCA NAT\C~ SUILDING CODE'S96 3) TE.XAS DEPARTMENT CF 'NSU,RANCE WINcsrORM RESiSTANT CONSTRUCTION' 993 I II?: 11 'k ,. x 2" xJ04A" ~ c t i- 2" x 2" x 0.04A" .... ~ 4 WiND LOAD 70 SNOW LCAD CCWE,RSiON TABLE: I ~ YR s~w LCAD OESJG.'< s."O'oV LOAD I ""..Q LOAQ I ~"''lO'NG ~ 15.2S~isa.FT. J.1HISO,FT.' 9SMPHiCPEN ,25-JO # I sa FT. 51.70 j {SO. FT I 100 MP!-< 10PE,N I 31.J5 ~ I sa. FT 61-70 j {SQ. FT. I 120 '-Ii'" / OPEN ! 3~0 # I SQ. ;:T. 51-70 j I SQ. FT , 'O'.lFH.' ENCLCSE::l : 6'.70 ~ I sa. FT 51-70 j I SQ. FT. 12:1 MPH I ENCLOSED SEUC':' ~F CR. WALL. \lCE\laE~S F=lC'" ~?'P:.AT"E Nl~O l.CAU :AdlES. CONVERSION DETAil 1 ,-::( 2,~25.:'( ~. x a ~O" RECE!VING C;-'A'<~EL EACH SiDE r- 2 . 25"--' . 'r D'I-'< 1 ~ AL.JJA' ~ j-~~ 1- ATTACH CI-i.A.~"ELS ro EXISTiNG 2" x 2' POST TEXAS CONVERSION TABLE: WIND ZONE SS1't1ARD OF ICW. . iNl.AND OF IC.W . INTERCOASTAl WATERWAY CO....VE,"lSION FACTORS ROOF WALL 0.67 1.00 0.i4 1.00 EX1ST'ING 2' x 2" x O.C,u' UPRIGHT WINDOW FRA',<E CONVERSION DETAIL 2 J08 NAME: OPTIONAL SCREEN ROOM TO GLASS ROOM CCNVERS:ON DETAilS ADORESS: c- ~ -.-:- ::"'= J:=:~.',~~"":"l'" .------.-.- .'....-., ----,'" ....--..------.--,---.......-.- ---..-...-....-~.._.- - ~ ~-"&-......_..,_.,,,. -~...._.~'...-._.._---.-..- ~_....._---~...,--..----_._.__....._...__..-... ...J < :J 'l'J Z < ~ :;: C z C I", c::. V (/) (/l (/) ...J (/) :..u <c < 0 f- ...J (/) l.!J (J w 0 06 cc: <"'l :J f- Z >- U 0 >~ :J f= a:: u ~ t:; t:5 L:..;~ cc: :J U Z (/) ~ :J <l: "- WI<: ~ ~ D.. :5 '" :n ~ ~-~ i,.~ C3t<(~ C~~::::J.l c:q:~~ c.:3:<~ cno::~~ ~5~;5 W~~~e. C) "il(l.~ <.J .~ r1 UJ u.. C'~~uj C)::; ....1<:'" 3: 0 ctl ~ -..J SEAL SHE T 1 -::: '-:;i= (Z) ~,o x ,. SHEET "'ETA.!. SCRE'N INTO SCREW SlGTS ANCHOR ,. x 2' P~TE TO CONCRETE W1TH "4' X Z.1iZ' CONCRETE ANCHORS WITH1N ,. OF EACH SIDE OF EACH POST AND 24' O.C. 'M.X, '"''->. :~i1~;=- J ~ U~ ~I\ IIU' ,I I,. ',I ~ /- :.,~ "":0,, -: \ 1'1 ~ / MIN. J-'iZ" SLAB 2500 PSI CONC. \'. I~ '. . '~. ! 6.';.lCx~O 1'1 W.'J.. CR F',BER MESH '" -:.------~ VAPOR BARRIER t-NDER CONCRETE --~ B EAMJ1-; EAD E R ALTE.=<NATE CONNEC710,'4 DETAIL 2" X 2" X 0 G6J' ANGLE COl'<NEC7 UPRIGHT @ B EA.WH EADER AND CHAIR RAil ," x 2" EXTRUSION \.'ia' 'AIN. ,N CONCRETE HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL rxrCRrxrCR~SM6PO~ ANCHOR ,. x Z" PLATE TO CONCRETE WITH li4' x 2-'iZ' CONCRETE ANCl-'ORS 1V1ll~IN S" OF EACH SiOE OF EACH POST AT 24' O.C. MAX. OR THROUGH Ao'<GLE Ai :4' O.C. HAX. ~:o" I ~"~ / ' - ~ I :J 'J (4) #'0 X \12" S.fA.S, EACH SIDE OF PCST HEADER BEAM H.BAA OR GUSSET PLATE 2" x 2' X 1116" ANGLE EACH SIDE ATTACH TO POST AND CONCRETE AT LCAD BEARING WALL WITH (Z) ~10 x 1/2" S.fA.S. EACH SIDE I' x 2' EXTRUSION '.1ia" l.liN. IN CONCRETO: SElF.MAT\NG POST TO BASE AND SElF-MATING POST TO BEAM DETAIL EDGE BEAM ,. x 2" OpEN BAC<< ATTACHED TO FRONT POST WITH #10 x 2' S,fA.S. ~ 6" FROM EACH PURLiN AND Z4' O.C. FRONT WALL PURL,N _ ("\ ~ ft-JI J1'~ rJ(~- E0 TYPICAL CORNER DETAIL SiDE WAlL HEADER ATTACHED TO 1" X 2" OPEN BACK WITH MIN. (2;#10 x '.112" S.M.S. SIDE WAlL ?\JRLi,NS ATTACHED TO I' x 2' OPEN BACK WITH MIN. (2) #10 X 1.1/2" S.fA.S.IN SCRE\'V BOSSES FRONT AND SIDE SOTTOM RAlLS ATTACHED TO CONCRETE WITH 114' x Z.Ii4' MASONRY QUICK SET AT 6" FROM EACH POST Ao'4D 24' ON CENTER MAX. AND WAlLS A MIN. ,. FROM EDGE OF CONCRETE j~ I <I fT', I J A II '-- --- HEADER ATTACHED TO POST -'-1./'r- WITH MiN. (2) #10 X '.1/2' S.MS. iN SCRE'N SOSSES ---'" ~ -ir' .-;---: POS~, ATTACHED TO BOTTO" J''''' 2'. 2'. 2" · J' OR )" · 2' HOLLOW M ~ ~ F> . ...... ~ SE: SPAN TABLES W\TH'A\N~2\~la.~.;i2"S.MS. ~ , ~___ IN SCRE'N BOSSES ----I';, FOR S.NAP EXTRUSIONS CrAIR , RAIL AT" ACHED TO POST WITH EXISTiNG SLAB MAY BE USED iF - I ~ MIN. (Z) ~'O X '.1iZ' S.M.S. IN IN GOOO CONDITION AND APPROVED .f' ]1 SCREW BOSSES BY THE BUILDING OFFIClAL J. II ~ ~ . ;' x 2' OPE.'4 BACK BOTTClJ. RAIL i')HILTll/2"x:)-112"KSU- _~.~I 'I ,.0-.. BOl TS APPROVED FOR 665#~ 7'" 2 . .. .SONRY ANe OR UPLIFT ."11TH STO PLATED CUT ',' . . .... ,4.. .114 ""', . H STEEL WASHER : ,~ @ ~ FROM EACH POST ,..,.NO /' 24 O.C..'.IAX. \,, :.a" s::u ,f)? J' PO::>T (Z) 3;a" aOl TS FOR )' x 4' PO"T CO'APOSITE ROOF PANELS: (4) 114".4' LAG BOLTS WITH WITH ',114' FENDER WASHERS PER 4'.\)' PANEL ACROSS THE FRONT ANO 24' OC. ALONG SIDES (WAU<.QN) 2" x 2" OR 2" X 3" HOLLOW SEE SPAN TABLE HEADER CHAIR RAlL AND KIC<< PLATE 2" x 2" HOLLOW RAIL ,.1/2" X 1,1/2" X 0.C80" ANGLE EACH SIDE CF CONNECTiNG BEAM WITH SCREWS AS SHO\VN CARRIER BEAM SEe TABLE 3 . , . 2 ~ f / RISER PAoNELS: (3) 118.,/2" SM S. PER 12' ?ANEL -~ TYPICAL UPRIGHT DETAIL ~'" - & llJ 9> 2i I - 0( f- - ?> '" PRiMARY BEAM ~ ~. ill , - .~ 0- SEE TABLE J. U ! i ~ ;:: I - 0. I ~ '.lJ - 0 I I; ~~ MINiMUM;;S S.M.S. . 314' LONG NU'ABER ,REQUIREQ EQUAl TO BEAM DEPT'rl iN I,NCHES NOTE: EXTRUSIONS WiTH INTEHNAL SCRE'''' BOSSES flAY BE CONNECiED WITH (2) #'0 X ,.112" INTER.'W.L Y CARRiER BEAM TO BEAM CONNECTION , , .2 OR 2 x Z ALUMINUM __~/ - '/ I I ,c.;==- . ~ ~i ) iJ U~ I'~ 'l' CLIP OR 'U' CHANNEL -~'}. I j /~ CHAIR RAIL ATTACHED TO POST CHAIR RAIL AND KICK PLATE ~ ./ ____'- WITH ~AIN. (4) #10 S..'AS. 2" x 2' 0.044' HOLLOW RAIL ' ~ IP I, , ---' ~- . I ---.J ~..L I ....-' 10 l= 4',_ _._ =-- ,f ,~ f 7~ '- -- .I , TOP I X Z CR 2 x 2 ATTAOHED TO -_/' POSTMTH ,. x,. x 2".1/16' x O.04S' ANGLE CLIPS EACH SIDE OF POST WITH MIN. (4) ~,a x '/2' S.M.S. ANC:..,OR, x Z PLATE TO C:)NCRETE WITH 114'.2"'2' CONCRETE ANCHORS Nm"IN o' OF EACH SIDE OF EACH POST AT 24' OC. 'M.X, OR THROUGH ANGLE AT 24' OC. ~MX, ~-: MiN. Jo,12" SLAB 2500 PSI (;O,NC..J " ~/_ €xfl-'Cx'O WNJJ.. OR FISEH ~FSH ~ . . . .' - - ------- ~ \'APOfl BARRIER ~ I Nt:li:R C;)NCRETE - PAo'4 ROOF OR ','1000 BEAM (4).'0 x '12" SMS. EACH SIDE OF POST 1 x 2 OR 2 x 2 ATTACHEJ TO BOTTOM 1'1/1' x ,. x 2'. 'I~S. 0.045' ANGLE CUPS EACH SiDE ANO ~AIN. (4) ~10 x 1/2' S.,,", ~ ,".2" x a.~. OP'E~ BACK EXT ~'.'1:8. lA\~. IN CC~CRE1E SELF-MATING POST TO BASE AND SELF-MATiNG POST TO BEAM DETAIL NON-lOAD BEAHiNG WALLS ANGLE OR RECENi~G CHA';NEL --------.....--------- ~ PRIMAil.Y BEAM SEETA3LE3.U l22J ""------ u~ -r~/ j\=> <=$' I 11/- r- ~= ~ I I:-~ MIN. JolIZ" SLAB ZSo.."O PSI CONC. \, ';n . ..' .'~ _ / axs-l0x10WW.,M. OR FIBER MESH \~~ VAPOR BARRIER. UNDER CONCRETE UJ ....I ::l 0( f- a: UJ 0. , '- ", ".~ 9):;" ~ .q,~, -.'- , .g;~. '" '~ 9J~~ I. "" ' ~ :::'" .....--~ ~...~ ,",', " "" <"" ' , '. >= 0- UJ Cl MINH~I.JM #8 S.MS. x :J.!-l' LONG Nt-IABER REQUIRED EQUAl TO SEAM DEPTH IN INCHES !'JOTE: EXTRUSIO,'4S WITH iNTEH.NAL SCREW SCSSES MAY SE CONNECTEDW!TH (Z) ~10 x '.1/2" :NTERNALL Y CARRIER BEAM TO WALL CONNECTION BEAM TO WAlL CONNECTION (2) 2" x 2" x 0.060" EXTERNALLY MOUNTED ANGLES ATTACHED TO 1"1000 WAlLNITH MI.~IMI"M (2) 316" . 2' LAG SCREWS PER SIDE OR (Z)1I4". 2,1/4' ANCHORS TO CO.NCRETE OR MASONRY WALL ADO (1) AoNCHOR PER SIDE FCR EACH INCH OF BEAM DEPTH LARGER T"AN 3' (AL TERNA TE) (1l ,.314' x 1.J14' x ,.314" x 1ia"INTEH.'W. u..cup ATTACHED TO WOOD WALL WITH l,liN. (3) 3Ia" X 2" LAG SCREWS PE.R SIDE OR (3) 1i4' x 2.1i4' ANCHORS TO CONCRETE OR MASCNRY WAlL ACD (I) ANCHOR PER SIDE FOR EACH INCH OF CANTILEVERED BEAM DEPTH LARGE.R THAN 3' ~ :J ~') Z <:{ 2 :2 0 0 Z 0:: (J (f) (f) (f) ~ (f) w ~ :'5 0 f- (f) w (j w 0 ~ 0:: CO') :J Z >= f- U 0 Z :J i= :> 0:: U Z f- W W (f) (f) w :2 0:: :J U Z (f) 2 :J ~ <:{ '- W. <: f:: ~ . ~ N o..~N <: '" ~- 8 w: ~ Q.) ~ ~ ~ ," C",O,,".o c<~~~ Q.)6~~":' CO~=2..~ .;.;=.UJ~ W555~ :t~~~ Q.)u"'''''''''' w.. C""t .....i C ~... ~ Q.)(J~ L- <: ,T' ~~ ru~ ....J<.J 2 -...-------........-....-------.......-..-.----..------ ._-~.. ,.-r= s! ,-11 r-r J. I I -r 1. - - + ~~ <'7'~.-. - ..... . '. \ . ........ I: ... ()' ~/--..- U.O"-"NNEL '- '- .,., ./ .'-...../ <. /' ,- '../ '/ POST II" CONCRETE #4 BAR '2"' LONG POURED CONCRETE REFER TO TABLE 2.4 INTERNAL OR EXTERNAL RECEIVING CHANNEL ISOLATED FOOTING / '-'(1 I ' I {. t ~ + f -<"~--- 2" . 2" . 0.063' A.NGLES - ,.=.. <> ...... ./ ('11(0 '~/. <<,~0---- ~~-- ~~- }, -.! ----- "- )'. )' POST T1.JRN BOtTEel TO ANOiCR RISER 2.314'.2.314'.2,'/2" LONG 11a" TUillNG WELelED CONNECTION FAST"'... PER TABLE ,2" "2"'. '14' PLATE 3-'/2" CONCRETE SLAB INTERNAL OR EXTERNAL ANGLE CLIPS BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION ~- TJ~ { ~ {~_.- ,t~ L f'J ~ i~ ~~ ~ ---- "( - ALl..MINUM TUBE COLUMN ":---- EXTRUDED ALUMINUM 3ASE OR BREAI< FORMED U.{;UP CORROSION RESIST:VE STEEL THRU BOLT PE.R SCHEDULE CONCRETE SiJ\3 OR FOOTiNG CONCR.ETE ANCHORS ?S"I, SCHEDULE TUBE COLUMN BASE SCHEMAT1C INTERNAL BASE .' , -;-'~ l' = Tl-HCKNESS OR REQUiRED POST V" TOP OF GRADE )' . )" POST PER T AaLE, 80 ib. 2500 pSI CO,NCRETE PRE.MIX )ia" . 3-1l2" BOLT OPTIONAl. CONCRETE CAP BLOCK OR BRlCK ANCHCR AlUMINUM FRAME TO WAlL OR SLAB ',vlTIi 114". 2-VZ' MASONRY ANCHOR WITIiiN 6" Oi' POST AND 24' ON CENTER MAXiMt;lA (') ::4 BAR CONTiNUOUS a'. a". 16" BLOCK WAll (MAx. 32"1 --~........ 11' /-- '~!J ,/ -n ~ r],___, ~m7--t .~. '00,-- (') 1/.5'" BAR OR (2) 1140 BARS MIN. 2-112" COVER )' x 3" BASE NOTE; ATIACHME.NT DETAILS SHOWN REQUIRE DIAGONAl. BRACING FOR FREE-STANDING COVER PORCHPOSTCONNEC~ON ALUMINUM CONVENTIONAL CONSTRUCTION . ~ " (~X ~ I..' t ,j (1)::4 BAR AT CORNERS AND 10'.0" O~ CE....rrR FILL CELLS AND KNOCK OUT BLOCK TOP COURSE81TIi 3000 PSI PEA ROCK CONCRETE RIBBON FOOTiNG OR MONOLIT11IC IF MONOUT11IC SlAB 1$ USED SEE ,NOTES'" OF DETAILS BELCW r 12- " KNEE WALL FOOTING FOR SCREENED ENCLOSURES --'IT \,.,------ ~ ,-----' ALUMiNUM ATI AC:~ME.NT -_._--._'--,:-~ 3.1/2' CONCRETE SLAB 6.6. '0.:0 WELDED WIRE MESH CR FIBER MESH CONCRETE VISQUE.NE VAPCR BARRiE.R UNDER SLABS HAV:NG STRl..CTURES ABCVE ~ ::; ~ - :: ~ ~ , ~ := == I~.J = .:;:: <>- =. :::: -z-~ ~ ~ '," ~ --- CD a", '2' CO"C:,FE FCOT:'NG WI"rl (1) #5 CONTiNUOUS LOC,\T: O,N l..,NDISilJRSED NATURAl. SOIL (1) #S VERtiCAL BAR AT CORNERS AND '0'-0' OC. WELl. COMPACTED Ct::AN FILL OVE,~ SACRIFIC:;D ....ATlJRAL SOiL ~O~. RELATiVE DE.NSITY '" '" CONC,RETE ;:;LLl:D BLOCK STEM WALL a' . 0' . ',6" C..'A.U. '0.,-- !c ;., RAISED PATIO FOOTING (2) 2' x 2" x l' ANGLE OR (1) U.{;i"ANNEL x l' 16' :"" 'l.<:J" MIN. BEFORE SLOPE "" 3-,/2" -;1 - - - - - - - ~q "~"~"~"~,-,~, ----------"'"":-.~--~---~---_.- ----- - - - --- . '. .' . - - _'._._ - "1,-' - _.._. - - - - - =-=-- ",-",,-=-=-'::.-.=-=-=," ,l-a"--,f- N TYPE I FLAT SLOPE / NO FOOTING 0.2'/12"' TYPE I I MaCERATE SLOPE FOOTING 2"/12"' .1'.10' TYPE III STEEP SLOPE FOOTING >1'.'0' Norrs: " NO FOOTiNG REQUIRED EXCEPT WHEN ADORESSiNG EROSION EXCEPT FOR EXISTING SlAB W1Tr\OUT REiNFORCEMENT. T11EN TRIBUTARY ROOF AREA LIMITED BY TABLE 2.4 2. MCNOLll111C SLABS OR FOOTINGS SHALL BE MIN.. 2.500 PSI CONCRETE WIl116x6-10x'0 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH, 3. IF LOCAl. BUILDING COOES REQUiRES A MINIMUM FOOTING USE TYPE 1\ FOOTING CR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS, SLAB DETAILS ADDRESSING EROSION "".",.----- '" " , . ,I- e" --,f- (~ , ' -LJ~ .: -''''.' . ,a. ~ . --..., ,l-e"~ GALV."~ETAl. STRAP (~4 GA.. ") ~~ ~\'< ~... ~ ;:3: ;:: ~--= -=-J.-'~ ~ 3" '. 3 I . ~-= .. .:;.: . ',' . .~-~. a' x B'. ~6' CONCRETE 3l0CK a". 24'. :4' POVRECl CONCRETE PAD / ;:r (2) ~5 BARS (1e' LONG) EACH WAY CONC."ET!: POURED CELLS wm~ lIS BAR (SAKRETE i'l~DY .MIX"I GRAVELl PAD FOOTING ALUMINUM STRUCTURE FOOT,NG 2500 PSI CONCRETE WITIi (')1/.5 BAR CONT. MiNiMUM 2.112" OFF GROU.ND RIBBON FOOTING TYPE I (IT J I ' ,-" : ." .:.... = ". -"< , ,f-- , 2"' -;I" AlUMINUlA STRUCi1JRE FOOTiNG 2500 PSI CONCRETE WIn-l (2) 1/.5 OR (3) #J BAR CONT. MINiMUM 2,11'2" OFF GROUND RIBBON FOOTING TYPE II ...J <t: ::l (j) Z <t: 2 ~ 0 0 z a::: 0 (j) (j) (j) ...J (j) W < :5 0 f- (j) w l? w 0 06 a::: ("") ::J Z >- l- e u z ::J f= :> a::: u z f- W W (/') (/) w ~ a::: ::l u Z (/') ~ ::l ...J <:( u.i~~ . r..; ='<I 0.. :5 ;:; Vl '" ~..~ i ~ Q) l.l 0(" ro- c~~::!~ C..(J:- ""..., ::E >- '" '" Q)t\.o(-, CDo~g;:e .~~:;~ WUJo::lzQ> Cl 0- Q)'~S:~ n:l::"'JJ"- ........,J.J~__ C ..(J ... 'JJ Q)~><'" '- ~... ro ::; 0.. G 3 0:= ,... o Table 3.1.1: Allowable Beam Spans - Hollow Extrusions for Screen and' or Vinyl [Open] Reoms with Solid Roofs Aluminum Alloy 606J T"i 10' 11 12' E,um9ie: For 2" ;( 2" x 0 .:J44" Extft.jSlon oeam 50a.1 is d:s:ance :::e:-Neef1 up(1'i~13 to e~H~f :ao:e r'Jof oare! ;;ro;ea!on of ~ 4.'.0" find icad 'N10t:, L,\N :; 14'/2'" 2' 0 H. = 9' Enter :abieJn ieft :Jncer ':oad ,'t,dth Loao 'l'fdi,' = g'.,')" ?ea<j soa~ wr'lcer appropnate 'oad' L~...e Lcad @ 17::. / SqF:. / ~02 '.A,P ~, Load 3eam Span :; Note: Giass ,~ooms Tne 3ad:tJcn of alum1f"Jm fraJ1"ie ',4/U1dO'^,S Nlth ;:ass pa(les that are deslgr'\e~ to 110 M,P H. 'Nlnd 'oad ieq'Jlrerrems :0 the above ~ori9ht sizes Inc:"eases tl"1e stre~gt., so :hat additiof1al fraMing 1$ ("ot ,"eq:..ilred. Taoles aSsurT'e extf"".jSicn oriented 'N1m ionger eX1!"'USlon ~irrenSlon ;ara1:e1 to aopl,ed '"cad ,-'OP;;PH Load W,dtr1 5' 6' 7' a' " 10' 11' ----n~ Load N,oth 5' 6' 7' a' " 10' 11' "TYT~Fl 2",'''.0032 s'..s 5',1'''' 5.6" j -2 4 . ~ :J .I" 4'.-; ~.r--, 2",2'xO.O~& 3 '1' ~ -2' j .:,' :;-1 ,.1 ' 4',3 4., -..-- ,. - , ,:1 - ~ ~ ;--roa o-Ni 0 :h 5' o' 7' 3' 3' 10 11' 12' ~oad 'NIOth 5' 6' 2" x 2" x 0.044 /-~. S...... ~.3.. 5.' 0" ~.~ ~ '.,j 4.', ' 4'.," \ 2"x2"x0055 3.1 (.,'. 5 . ~ 0" S .~ a' 3' S'..)" 5 -'j ~ -, 5,3" 110 MPH NinO ,,:.ne 12'~ 1...t?H A9Pli.C LoaO 2J~/SQ Ft. 20 ~ I SQ. F l ,-iJ , ." ".1' .-.S; :0/ ,. i .t _ j .:. ", ~ ." J .., , .. '.) ,;.,: J' II~ , ..) ~.~ . j~ ~4 ::0 -..I 4.' . 4. i 1 ...oj ~ ., .l.J ",' ----a.....j~ ':'-:, --'-- -- ,. ~ 0 r;:'.3' ~~ ,.',~" '.":1 , ,5 So:. 4 .'(.1 4-, .;f-,' -:-.4 -: -..J ~.~ --? ~ ..,;. 4.', 1.5' 5.,,)' ':0" , ,...1 ~ -..:. ,,' ..; :: . ~ ~ ,.., , .2 ,., :: .J ~'. ~ i ~.' :;...) 4..-; ~ .'0 ".., 12mPH zs ~ I S Q F l ~ -~ 4. ~ 0' 4'.5 4., .} . : ~ ... .~ J. , j <~ )-'J ~ .(. 4 'G .l-~ 4.' 3. ~ G )"0" J'~ :: .1 ( :;-5 : . ~ 4'.'~ ::.~ '. ,4 ~ ~".) ]'.10 5 .c 0'.1' ,." 5", 4.1 '; 4., J -J 4'.J :)'-6 140'~~ 32111 Sq. ~ 4 -1 4-1 4..)' 3 .~ ,;..? " .4 J't. ~.: , ,i." j,." " !' ,,' , ,;..~ J .? J ./~' -----' ) .< :J ", 4','1" .4,'1 4.J .4 :~. 3 . ~ ....J " .3 }.6' :;.1'1' o. , .1.1 : 4.3 4'.~' 4,2 0." , .:.. ~ O' Table 3.12: Allowable Beam Spans - Hollow E~trusions for Screen and' or Vinyl [Open] Rooms with Solid Roofs Aluminum Alloy 506J T"i :----,0 i'il P H Nina Zoro'! 12~?H 140 M P'l'1i \1C !~?H 125 MPH Load Width 5' >i' T a' r rr 1" ir{1T~rl 20~j~~.rt. > "l'1"lO:O~" 3',:;,' 3 .~ A opll.d Load ~~.-rrSq. ,.l )2:11 Sq. r:--t. ~ j .' 'j. ',~ 'J .~~ j .~ ,. " 1.'1" , ,I' ,4 'J." 'J . ~ G .,'.::: 'J '::l~ ::l"':' , '0 j. ; ""'J :1':' ,. . (.:: ~ 'J ..... , ..) , ".) , ,,' :) .~ , ',~ ... ',.i 0- ., J. :. .. 1~r-- loa d ,Vioth o' 6' r--- a' 3' 10' ,,' 1~ ~oad NIGln r- 6' , , >' x~~n~ 4 'J '2'.: . a'., ,'.2 , ....:,. ~ ...;. ~'.J . ., ,,' ~ -':l ." , ., 'J'';' J. ':' ,.., 5,3' .I."" 4'.~~ 3,' /.11' '-4 IJ;" ,:\,:' ,. -:,...., " . , ., '.2- ,.:0" 0-2 . : ' >:..,. 0''; ,.., :J:j~ - --,.........,..,. 0.., 2" x >' x C.O~" 11'-1" 10'-2" '~'-J 3',3' a'.o- , -. -~., 3 . 1 ~ 3 -, 3. " ~ l,. .,,;. ,. , 3., ~-.:. , " ? .'J T ~ .-:; a . ~ a. 5' " 10' 11' 12' Lead W,eth o' o' T a' 3' 10' 11" 12' 0" b .oJ' , .~ , -, (. ~ G' ':: -~ ,., , '0 : ''j '-6 'J.j ,." (,2" 2" x 4" < Q.050" ~ .,,:: :: . ~ 0' ,. '3.;" ~ 2 --: ".i:... 11.j :0.(. . iG -'.I~ ~'." 3.., 12',-;" 11. 10" ~.II '~ -4 a - ~ :.. 3'-.1 1-" I ..,~ (-i .;'.;' ',i'I' "",.; , ., 3,3' 3',J I . ~ J I -6' ~ C'. ~ C" is; .3ft 9'.9" 3'.J' ,'.'0" 1:..; __ :::l'~ 3. .. :.'.~ . '. i ~ 3'..,:, /'-0 ,.., Note: G:ass ~OCITS Ir:e addrticn 01 aluml.'1um :i;!ml! 'Ni(lCCw'i ~lt~ giass :ar.es trat ar~ ceslgred t~ 110 \1 ? H -N,,..,d !cao requl(err.ems to t.1e above '..,;:)ngnt sizes ~creases U"',e stre0g:"'l so !.rat aCdlttOnal framing ;$ not reqtolr~. Table 3.1.3: Allowable Spans For CARRIER 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 5'.{)" 10'.{)" 12'.{)" I 3'.{)" pp Ie Zone Lo-idl "0. ~ IJ I 15 Sg, " ..) : U I ,~Si ....J <:( ::) (/) z :2 <:( o :2 \J Z cr: ~ (/) (/) (/) W (/) W <:( 0 aJ ....J (J) <:( o ll.J f- ~ cr: (") ....J ::) Z >-f-O ~ () == ::) f= > C!: () Z' f- i75 ll.J (J) u.; :2 CC::) () Z (/) ~ ::) ....J <:( >- '<!; Wo:: ci ~ ~ - <:: : ...- 0 u.. :! a:; ;: <" ..... r~ZL:!~ C~~.~,' 0,)11.>-::"~ cn8~g;e '.I.J=:-_ .it5~C5 Waog~ 'Ul 0,)1<:<0 U 1l ~ c !; ... O,)~ ....~ :;~ CO~ ......Jll Con~ ~on F I ctOt 1.JO I 1l.~ .~ : "l'. I '}..,...-----; SHE T 4 CF 6 Table 3.2.1: AJlowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum Alloy 6063 T-.s Table 3.2.2: Allowable Upright Heights Screen. Vinyl and Glass Rooms Aluminum Alloy 6063 T-G . z . o.on Hollow !:..'ctruSion Nina LOf1e : ",'JMY.rl. ; '.5M.r-rl. ~pplled Load 2S ~ ,I:;jq. ~~ "J ;:; I:SQ. ,l 3 -:I I .~ , j ,~o~ i 36 ~'~q. rl j .0 Load Width ,'11)2"".1':7 H. '10 M."" r1 Lead ,',',dlh I ~6 ~ I i 54:: 50 ~3 ,. !~q. Fl. , -':J ;1'\ 3.., ~ ..J 2J;: I~q. 'rot. 0" , ,j-.;. 1 ., i .~ ~ .~ i" r-<2: I ~3 I ;4 t-;~~ i ,; d 34 :oJ 'J ~ -, ~ -,; I ., '~ o. I' ~.., ~.t. o .' 'J o ,{ ~. :~ ~'O , 00 ( .j o. ,.j 0' , ~.: J ..:. ..j ~ ',J 0-/ ")~ ., .i 7Z ~a 34 '--'0 0;,',1 ~ ..3 ~ .~ J -;1 ?'J ,., ...) J .,; o -c :;.";' J ".1 ~'" J --j ') . ~ i Z . 2 x 0.036 r10110w E.r.truSlon L"ad W,cth , i I I I I J6 .. - 47' f---;.. 1--s4 r--Eo : . 56 [--'2' 76 34 :~' n~ ~ne : i 2J .~"'.l-"'. r1. ;'.pplled LOad 25;; ,Sq. rl 3-, 3 ! L ~4 I I-'O~ I ,. 1.5 M.P,rl. 140 ~"'Y.H. '10 MYH. r-wTVI.r>.H. Load Wioth ., ~, '3 23 :; I~q. "l 35:; r~q. Ft. i 3.j I { '0 I .~ - - -::-rr---: (..j : "'11 ~ I'. I ~.o . ., . ~ ') . ~ 2J ii/Sq. i-l )4 '9 ~ ISq. i-t. 10 .J J 0" ,-:l ~. ~ J 3-4 i .'1 3.: 7, 13 {-, , -~ I I , ,0 Note s: (oj "'1 i ~-( ':: -~ J - ~ Q ~-, ;;-:l o -J ~., .. .: 1 4 -j ~-O 0" I" ~., ~-:l d4 1-'; o~ J. i i :) . ~ ~ ;;,<3 .:-~ 0-0 0-' Glass Rooms T'ra 3CJ:!icn ':/ 3'1....'1'1!ruml.a."'ieNH':do.-NS 'Nlth glass oanes n~a\ are ~es'(~:"',e<j to 1 ~Q:\'1 PH N\r.~ icao ~eQ'..Jlre~:":e-r-:s~; tt,e aO'Jve '-'cnc;rt $il:S lf1creaSes ere st:en;:" so :~at acd:~loraJ framlf'lg ,S ~ot re':,"J ~~~ Sc~een SOill1eS 01"\)" Side ~Xt['1JSIOI"i ::..;~r,ed ',vlU"1 )" S!d~ para:!el:o sc:e Gla~e 0' 0-' J -? nOllOw E.r.truSlOn W,na Lone 120 ~.~_f' .M, pplle 130 VlY.H. 90} ~. i 1 ~-:l Z )( Z")( 0.044' .. .0');0 , r~02 '~ " c; i ': 0" ~Il r" rl HOllow :',1; {ru~o" ?i'lnd lone i 120 ,'II.... H ' :.:. M ... rl Applied L~a.d ,,~ :J '~q. ~t. I Z"i:Z {~a. rot. '9:t.i:'qFL ? '-J "J :t. ',:)q. r- t. '.;,-/ :~. , , ., ., , II "I i~ .~ i _, , -I ~ -J J . ; ~ ,., ,,,, "'. i-"' r1, ,,1 :t. ,:::iq. r-t ~. I'... I ~ ., ;~ -/ p j-~ ,,J..... ~ L -J i 1 .J . i..i - ~ :40 :II.? .M. Jb :: l:iq. I-l , .J 11,,. 'V.I I I '~-::~l 0'0 I :J... ! j -'J I , ., ': 40 ~.., r'I '1. ...1) .: !:'::q. rot ':: - I I I 1 't. --+ ! . :.:.-J i i -, i J -11 I J .1 ':.J-., IU -,J ~ -1 ; , " US!fl; sc;een ~ane,t '-Nlr.:'.:-:"N' ,See ':'tt;:llI:a';.3S5 ~OOr."l Cr3.''/If',f''.g.), ~e-:';: 'J?f1gl".t ~Ielgrlt ""H" :e<J'JI.e~ fram (he maXt!T"iW'1 .'ielg.",~ ;i':cwed ::;r -:2'C:i eX'L"..iSI',J,1. Exam pl~: Scre~n panel 'Nld~~ "'tr = SC'. l..,1ax:mum "H" lor a 2'" :( 2" x 'J 050'" HeleN ExLruSlcn = 1J'-J" Lead Wiatt, 10Z :o.'Y.H. 110M.".H. 125 M.P.H. 4" 46' 54 50' 60. I,,> { ~ i C' I.j j.iC e -J . ~ 'J Table 3.2.3: ~.., ~-,; 3+0 ,:)..,;. 3-4 '-II... , , ., ~ -<3 ~ '0 ~-:l ;;-4 ~-D 0-' 0"> :l~ Load 'Niet.., / -0 I~ /-:l i:~:: i I I 64 ~O i -11 ., .~ ~"> ~ -j /., ~-11 ~'d o-~ ;;'. ;:I . i ~ /-1 /-4 0" 0-2 0'.1 ,-'\ Load Widtl, 102 VI.P.H. 125 "".....M. 140 VlY.H. Load Width Notes: Giass Rooms The addition of aluminum rrame 8lndcws,vlth glass panes :~at are deslgr,e<j ~o 110 M P H Wind IC30j reqUlCe~eflts:o ',r.e aoo,e upr'gn: sizes Increases :r.e strength S.:J that add/tlo"al framing IS not reqUlCed Screen Sellnes on 3" Side extrJSlon !Jmad 81th 3" slce carai:~ :0 see plata USing sc:eefl panel Width "'V' (See typical glass room draWing ). select uongnt reqUlCed from ~e maximum !",elght allowed for eac.~ extruSion Example: Screen parel wldth'W" = 50": Maximum "H" ~r a 2" x 2" x 0036" Holi()\V E,'L'\;s:cn = 7"-11" 54' I :~:: c-----n" 7S" &4 . 90" '-:: - ~ ~ .J I~ ., ;~ :~ i 0 ..1: ," -: 1,J .: II -oJ 1" -? :>. ," -) 1 ~ - I i : 1.. 11''';' T.... ... :~ :~: u '4 .) ,..I.:, -:-'1 , " I 'J -? ,.. ,~'1lla.'-I ~X~:-l..lS.IOn. Nln~ .:;,Jr1i! '20 ''''YH, " .( -4 ;( 'J...:; ~ , 0, ~~ ;.> rl. "[J ,OJ! i-1 .""'1 r-~~ "r~ . ~ ,.pplro.tl Leao ~'"~, I~q. r-t. ., ~... ,: '::::i:i : OJ .' ~ I .., ~ -.:, '':)-1 I :J -J ,4. -? i-'~r::1 I ~ .j . 1 10.... \b. \ ,b -0 , ~ . ~ 1J -, 'i J-- j ~.: "" I, ... 11- , 'J ,. , 1~ .oJ 14 -oj , 4. . ~ . J- ,"'1 ',,-I 1 I -0 1,)-.::: :02 !~.P.H. ~"J l~Y,rl. 36 . ~SQ:'~~rt 1. -~ I I..: I 13 -" I '" , 42" 43" 54:: 60 66 . 72" 78" 34" 90" ~ .::: _J. : I,: i i.-.; : ~:~: .:I~ '3 ,0 a','1- 3'., 8.T iQ ..0 10 -' 9'-., 9'.~ a'- I I ..., , .. ,:..:; /.'1 I ,:.-" I ',0 t 2" x o,~, o~ r-lOlfu'H r:.xlruslon Wtnd Zor.e 110'J.?H_ I '20M.PH. 'to ppll~d Loa 0 1;:6 iI,Sq. Fl I ~:: : 102 \I.P H. ~SQ:'Ft. I I ~~:~: I , -.) i I '" .,: . - .J ..: 0 2J = ,Sq. Fl : ~~: ;~: 1".1 :~:l: ,. 4 '1J".a" 1~ " 9'~: 'J.J" o.li" '2"0 , 1 .1~ II ~ 10'. 'C. '0'-, :' -J .. \ ,.: 0" a',)" a-.j :O"v 9'.,,- 125 !~.P.rl. 29:1 'SQ. rot. !, '0 10 .,~ g' - 1 ~ 0"-'" 5.., d." " ~ i-IV I -?~ , .J \25 \I.P.H. 29 :liSq. Ft. :~::~: 10- :- 9:-:: , '. a'.,' a'.,- s'. ',- 1,10' \~ :.l.P.H. :S:# ,Sq. Ft. I J'-4 ~.I d.' 1 :::~: i-<j I ---4~ I ..)~ 0'-3' 0-0 I 130 ~~ " :Lr: It I I I I 1 T.T" T-i)" Table 9.J: Selt,TapPlng and ~acl1tne Screw" AJlowatJla Lo.ds fef'rSlfe Allowable Loads On Screws And Bolts (As Recommended 3y Manufach.ue~ Strongtl1 55.000 pI>; i SCf~'N Diameter I ", r--no ~'i. Ill" ,J4 Ji'b ";"0 Sc~e'flf' Di<lmeler r-- ~ f-----na :---"J. -n. Sltear 14.000 p" ~~ -bouble [ - -Pu'U Out' Sh.ar 1105)' Sh.ar ''1bs) \ I'b~1 ; 'r..>d ~ J I~ .,,,n ...~~ i :;.,') ,:" ",::il:3 ~ -.J-..o ...'0' :.::" o3U . .;::.:. .:::.':}J:J I :.&j ,). '.0 :lGd I :o.Ietal to ?!'fwood Si8" .I ply :-' ~n?ull-6utr Shear Ilbs I Ilbs I 'Shear I'bs I ..) :.j 1.12'. ~ pl'f Pull Qui SheJr i)'::/Si (it:Js.1 1I4" 4 ply I PUll CuI (ibs,i " " ., " , , :-'j :' .-0 : Scre'N Diameter I ,1.a ,..- -,.,,- - ---;;: Wood Laq Screw Loads USing Soutnern F'ine S.G,. 155 O( Equl'ialent ~-1!:r Thickness --. _._,-- -. JO~oie -~\lithdra;a,~ Shear'lbst Shear IIbS) (Ibs.) I JrIS .:~ 0.;.... ":'0;... " ~..v Conaete Screws And Bolts i~ Cvf1cre~e, anc\< O( C.,'If.J. (Embedment '-;1ust Be a Minimum of ~-ilr Thickness'oNith ~.ii4.' From Edge) --Z:-1JQC;:I '....oncrele J:UQ(.;;I! C<::ncrete Screw Diameter \;~ )fIb :H TenSion (lbs.1 TenSion (lbs.1 j,,: Sheaf Shear .;,.::;" :;I ,j ::... ~::'O ~....~ , :'.':' Aluminum RivetS '.vid"l AJumlf"um ~ardrei" , \ Screw Diameter . VIS ~. Jf 10 TenSion ~----~ (Ibs I Sh.ar , , ...:l"; ,;;.,::" ';'1':; \ Screw Diameter r- 1/3 5tJ~ ~1b Aluminum RivetS with AlumInum ,'~andul TenSIOn (lbs.1 ':4~ Shear .r-o.- :":-..J I Allowable Upright Heights Screen, Vinyl and Glass Rooms AI;Jmlnu~ Alloy 5CSJ T-o J :( Z";( O,,,,~V' 110110w utru~on v'/lnd Zone ',0 M.?rl. ApplIed l:}ac 25:# ISq. ~t. I,," 11 '0 10"0 j...:; SC:"?N ;oes :..fC-....g-: '.'NO $:ce'S :f .....ef"";er'S ~ All t;ar~e1 :ef'g::-s Cai.....s ,,-c!..s'.~;a\ Q,...ai\'.y :"';se r"af'l'..f~!'~re~'.l g:'c fOlf1<;e ~o li'Ja:::..-, \ma; .Hall \~IQ<.ress of COf'.n~,O" :":se ,;:.-art io Ssec: sc:e...... iJ S "'.et SL.iOstJtu~.'on ot ar:cro( spe-:;f'catJo~s lei ,ora-....ln;s Table 2.4: ','Vind Zone = Applied Loao = E.xlstiog Slab on Grade Nith unknown reinforcement Isolated Footing DimenSIonS". 1'..0" I ,'..0" .( "-0" "-.4" 1 "400 x ,'--r "-6" . 1'-6" . ,'-6" "~" . 1'~- . r-o" "~" . "-3- . r-6- r-o- . r-o- . r-o- r-o" . r-o- . r-6" r-6" . r-6- . r-6" r.o" . r-6" . )'-0- Footings" :o.Iaximum Roof Area for Carport Posts 102 '.lPH 17 :l.iSq. ':t '10 ,'APH 10 "'Sq Fl 120 'API; 23 "'Sq. Ft 12S \\P H ;:6 "'Sq. Fl 140 \\PH 32 "'Sq. Fl 20 i7 15 '3 10 ~aximun"l Attnbutable Roof Area in Square F'eet ~..J:5 20 ! 16 5C ~3 5i 38 5 \ 78 9d 102 \27 31 ., 64 30 33 10. , 2: ?6 102 39 ':1 "5 ,..3 2CO '''' '7: ~ S0 : 55 127 132 '65 '94 270 230 1 ii J::J 2:5 2..1IJ 2' 2 "~otes: isaia:ed FOOling IS .3 pour~ c;(',c:e:e 'ec:ang\,,;i<)( SOlid (Le0qt,"l :t W'C:h ;( Di"Otnl S:aO 01'1 grace ml,..:S: ':Ie rew ;r r1 ,;COd :onCtt,on Pre~ast Block Footing P:e-cast fOOll09 :JiVC'\.. :, to race Olmen~ons j "..J.' I 1'~'. ;( :..... 16" 1. '-:; t J'.', J( :~,. :iaiCw grace N1lh 30 tI ::;ag Dre.(1"1:x C00c:eia and baCkfilled ~aJ;lmUm AttTlbutabl~ Root Area In Square Feet 3: :a 67 54 I I ,"Jotes Glass Rooms The addillon of alumU1urT'I rra(1"':~ ,.."i('1dcws WIth glass pa~es that :ire ceSI9f"~ to 110 M,? H. 'HInd load requirements to ,r,e above !,.'pn9"f sIzes increa~es tr,e strenglh so that adrjitlon~ framtflQ 1$ no~ reqUIred Us;n~ screen pane~ ......iCtt1 ...."V :Se~ ~plCJl ~!3SS room 1r3Wtng 1 S~i~~ '.JpngI'lt ,-~QwIP"~'d f~on"l the maXl!'nutn reTght JjJowed 1.;,)( eJd1 e't~.'1JS10("l Sc;"~~n Splines on ).. s.Ce el.~"'..SI0n tl.:m~j Mlh ).. :ild~ Darat:~:o s.:ie plate- .....J ~ ::J rJ) Z ~ ~ ~ o Z ,'v <.J (jJ (/) ~ UJ u.J (JJO~ :s (JJ ~ <.J UJ r- ~ cz:: (") , ::J Z >= t 0 Z ::J f= :> cz:: (J f- UJ Z(JJ(JJ UJ UJ ~ '" ::J U Z (JJ :2 ::J .....J -< w ~_~ '" 0.. :5 '" :t) ;'"') ~..~ '; ~ a)C~Z~ ~Q....:g C-lJi;:ie:2 ",::;; -,.:. w ,., ..: ;; .", cn3Q~:::.. .~ 1t g w 5 g- a)... [~ (J", j"" C '" 'JJ a) f- .... 3 ro ....J 5 ,.... or: C PAN ROOF ANCHORING DETAILS " -- ~--- -;:/ ~ ~}'~~J// , '... . :l ~ r- ~.! ~------ " -===I' i ~ ~~ N/ 1_...._. .1a~ ~. . ----~ ._-~ -'-1.-J " EXISnNG TRUSS OR RAFTER SEAlANT HEADER (SEE NOTE BELOW) I$<J. 91~6' S.MS. IJ) P'OR PAN AND 1'1 AT "ISER ~'O. ,.112" S.M.S. (1) PER RAFTER OR TRUSS TAIL ROOF PANEL .,0. J.!4' S.M.:::. AT '2' ON CE'H'OR I$<J . 91~ 6' S M.S. (J) P'OR PAN AND I') AT RISER AL TERNA TE CONNECT:ON: I$<J. ,.1/4' SCREWS IJ) P'OR PM/INTO FASCIA mROUGH PAN 30XE!:: E.'m EXISTING FASC:A ROOF PANEL TO FASCIA DETAIL / .-. ----~- / / ;' // /' //1 / / / / /. , -' / / /r' , .-~-- ~' ~ / . '// ~ - , / I w;:"",,:--, / . H~- ~0j..-:. ~ / /~- . /~. ~ HEADER (SEE NOTE BELOW) 1#3 . 9n 6" SM.S. (3) P'OR PAN AND (I) P'OR RISER FOR MASONRY USE "4'.,.,14' TAP-CON ANCHOR OR EQUAL AT 24' ON CENTER ;:Oil WOOD USE ,,'10. ,.1(.:' '3..'AS. Cil. WOOD SCREWS AT '2' ON CENTER "OCF PANEL #8.9116' SM.S. (3) P'OR PAN AND (1) PER RISE,R EXISTING HOST STRUCTlJRE: <'1000 FRAME, MASONRY OR OTHER CONSTRUCTION ROOF PANEL TO WALL DETAIL ROOF PANELS SHALL BE ATTACHED TO Ti-!E HEADER \'1m.; (3) EACH #8 x 112' LONG CORROSION RESISTANT SHEET 'AETAL SCREWS 'NITH 112' WASHERS. All.. SCREW HEADS SHALL 3E CAULKED OR SHALL HAYE .NEOPRENE GASKci 8E1\VEEN mE WASHER A....D mE PAN. PAN RI8S SHALL RECElVE I') EACH 1#3 x ,12' SCREW E.~CH. mE PA....S MAY BE: ANCHORED T'rlROUGH BOXED PA.'1 WITH (3) EACH 1#3 x l' OF THE ABOYE SCREW TYPES ANO mE ABOYE SPEC:FIED RIB SCREW. NOTES: 'i~ ~~ L _ _ ~=-=-=-- ~. PAN~ '/ // o~ %;\ \~.~ \ '\ \ . \ \ \ \ \ ,. FASClA (MINIMUM) BREAK FORMED METAL SAME T11ICKNESS AS PA.'1 (MINIMUM) ANCHOR TO FASClA A.ND RIB OF PAN AS SHOWN #8 x J.!4' SCREWS @6' D.C. #8 x ~12" SCRE"'S @ 6' O.C. J ~ I HEADEH (SEE NOTE 3ELOW) #8 . 9/16' S.M.S. @ a' O.C. ROOF PA.NEL FOR MASONRY USE 1/4' x 1.,14' TAPCON ANCHOR OR EQUAL @ 24' D.C. FOR WOOD USE #10 x 1.112' S.MS. OR WOOD SCREWS @ 12: O.C. EXISTING HOST STRUCTlJRE: WOOD FRAME, .'MSONRY OR 0111ER CONSTRUCTION ALTERNATE ROOF PANEL TO WALL DETA1L NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER \'11m (3) EACH #8 x 112' LONG CORROSiON RESIST ANT SHEET METAL SCREWS ''''ITH 112" WASHEHS. All SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRE.NE GASKET BEN/EEN 111E WASHER AND mE PAN, PAN RIBS SHALL RECENE (I) EACH #8 x 112' SCREW EACH. mE PANS MAY BE ANCHORED mROUGH SOXED PAN WITH (3) EACH #8 x ,. OF THE ABOYE SC.c<EW TYPES AND 111E ASOYE SPECIFIED RIB SCREW. COMPOSITE ROOF ANCHORING DETAilS EXISTING TRIJSS OR RAFTER N--- / ---'k:~~ . ~ "-"1 '" . -< ... "-., .",t ~a. 9116' 5MS SPACED AT 3' 0 C. B0111 SlOES ROOF PANEL .10. ~"12" SMS OR WOOD WOOD SCREW (1) PER RAFTER OR TRUSS TAIL ~10 X 314' S.M S. OR 1'1000 SCREW SPACED AT '2' O.C. #8. '),16' SMS SPACED AT 3' OC. BOTH SIDES EXISTiNG FASG:A :l =' Ul " '" ~.J--l ~ r ~ 1: ~ :;:.~ < 'J,J ..... "- 0 ~-I ROOF PANEL. TO FASCIA DETAIL /./., / / /' /.'F I' / / / ~. ~.,> // / /// / / . EXISTING HOST STRUCT'~RE NOOD "'<AME. MASONRY OR OT\-<ER CONSTRUCTION #8. 9i~6' S.'~ S SPACED AT S' ON CE~TER BOTH SIDES .,' 1: ~ :;:~ Q. ~..... ;:OR MA-SCNRY USE "4'. 1.,14' TA."OON ANCHOR 'JCl EQUAL Ai ':4' ON CE,Nl ",R FOR WOOD USE #~O. 1.112' S.MS. OR WOOD SCRE'NS AT 12" ON CE.NTE.R , --.......... ROOF PANEL #8.9116" S.M S. SPACECI AT a' ON CENTER 30111 SIDES '...... . ROOF PANEL TO WAll DETAIL NOTES: WOOD STRUC'TURES SHOUW COi'tNECT TO TRUSS BUTTS OR T\-<E SUB-FASC:A FRAMING 'NHE.RE POSSIBLE ONLY 15~. OF SCREWS CA.N BE OUTSIDE rrlE TRUSS aUTTS. SUB.FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCRENS [....TO T1-<E HOST STR.UCil.,;RE: SHALL HAVE MINiMU'A 1.1/4' 'NASHERS OR SHA.lL aE WASHEH HE.ODED SCREWS. HEADER INSIDE DIMENSION S",A.lL 3E EQUAL TO PA.NEL OR PANS 't". mE WALL THICKNESS Sr'ALL BE mE mICK."'ESS OF THE ALUMINIJM PAN Oil COMPOSITE PANEL WALL mICXNESS. HEACEHS SHALL aE ANC",ORED TO THE HOST STRUCTURE Wlrrl ANCHORS .~PROPRIATE FOR n<E 'MTERiAL CONNECTED TO. rriE A....CHORS DE""AIL.:D ABOYE A.RE BASECI ON A LOAD FROM 120 MPH. FOR SBC SECTION 1606 FOR A MAXIMIAA POSSiBLE Sr>^-N CF 'HE ROOF PANEL FROM T\-<E HOST STRUCil.,;RE. ."-- 6' 10' #8 x 112" ALL PI~RPOSE SCREW @'2'0.C. .' "" ~ =' f- U -=' c:z: f- Ul ... <J) o J: i -~ I ! + , I BREAi<FORM F1..ASHI.NG FASTENiNG SCREW SHOULD 9E A MIN OF ,. BACl< FROM rrlE EDGE OF FLASHiNG / , 3' COMPOSITE ROOF PANEL SEE SPAN TABLE ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS ,. FLASHING TO BE iNSTALLED A MIN. 6' UNDER n<E FiRST ROW OF SHINGLES 2. STANDARD COIL FOR FLASHING IS 16" .019 MIL COIL 3, FIRST ROW OF NAILS WILL HAYE TO BE REMOYED TO INSTALL FLASHING PROPERLY 4. FLASHING WILL BE INSTALLED UNDER n<E FELT PAPER WHEN POSSiBLE 5. HEADER WILL BE PUTTY TAPED ANO CAULXED EV'i::-I T110UGH FLASHING IS TO BE INSTAllED 6. IF THE DROP FROM THE EDGE OF T11E SHINGLE DCWN TO mE TOP OF THE HEADER IS MORE THAN ,. mEN mE DRIP EDGE WILL HAYE TO BE 9RCKEN TO CONFORM TO mls DROP 7. WI1EN USING FL-\SHING mE SMALLEST SIZE HEACER AVAILABLE SHOULD 9E USED 12' .03 MIL. ROLLFCRM OR a' BREAKFORM IS BEST SUITED FOR HEADER SINCe IT KEEPS mE FlAP UP OF me HEADER BACl< FROM 111E EDGE OF T'riE FLASHING a. WHEN SEpARA T!ON BEnvEEN DRi? EDGE ANO PA....EL FLASHING is REQUIRED 112' SEPARATION MINiMUM 9. STRIP SE.~LANT BETWEEN FASClA A....D HEADER PRIOR TO INST AllJ\TICN PAN ROOF ANCHORING DETAILS RIOGE CAP ,_._ _____ HEADERS A.ND PA.NELS ON 30T11 SlOES OF 9EAM FOR GABLED APPLlCA TION -- L7 #8 x 9116' S.M.S.IJ: ?ER PA.'1 // P 0 AND(1)AT PA.'1 RISER .,___..J '--- A.N RCOMPROOFPA.'<EL Al TERNA TE CONNECTION' #8.9/16" S.MS.IJ) PER PA.~ #8. ,.1/4' SCREWS (3) PER PAN ALONG PA.'1 BOTTOM...J... INTO BEAM THROUGH BOXED . -,.., END CF PAN AND HEADER. ROOF PANEL TO BEAM DETAIL ""~ ~~ f Ii _u_ lj-- NOTE: WHEN FASTENING PA.'1ELS OR PA.NS TO WOOD PlATES SCREWS SHALL "'AYE A MiNiMUM E.MBEDMENT OF I' FOR COMPOSITE ROOFS: .10. (t- 'l2"j S.fI.S. W'TH ,.1/4' DIAMETER ::ENDER "-.'SHERS @ 12' O.C. (LE,NGT11 = PA.NEL mICXNESS. 1'J @ ROOF BEARi.NG ELEMENT (SHOWN) A.ND 24' O.C. ,~ NON-8EARI.NG ELE.MENT (SIDE NALLS) ROOF P.......Ei. iPE.R T AaL::S; SECTION 7 FCR P^-'1 ROCFS: (3) UCH I$<J < '12' LOSG S..'~. 5 -Eo1 ':' PAoNEi. (1) #8"12" NITH HEAD S M S TOP OF EACH RISE,R ROOF PANEL TO BEAM FASTENING DETAIL SUPPORTiNG BEAM (PER T ABl'::S: -/~ ~.~/~- ~~ ""'"'00"""'''' -"~ 'h' " HI HEAD S M s. 0 C .NTO SEAM 'y , (3) PER ROOF PA.'1.,0 X" \'11m ~// \.~ S.M S T'rlROUGH ROOF PA.'1 A.ND BOX HEAOE.'l. 0 C INTO HOST STRUCTlJRE I ROOF P"'-'1 BOX HEADE" BEAD OF ':AULKiNG AlCNG -OP OF BOX HEAD::.R .,0 x 1.''2" WASHER :-<EAD S.M3. T1;ROUGC' BOX HEADER '2' O.C. iNTO HOST STRIJCi1;RE NOTES. I WHEN HCST STRIJC"RE is MASC,NRY USE '14'.1.114' !JRIVE P'NS OR 114".2.114' -:"riUNDERBOl TS 2. FASTEN ThE EXISTiNG SUS-~ASClA TO RAFTER TAILS F!RST NI~.., #10. J' S..'A.S. PAN ROOF AND BOX HEADER "",,""G 0 ". C"" GA ""',. ~ I I ~ 2.. 2" O.C6" x BEAM DEpm - 4' ATTACH A.NGLE "A' TO F ASClA WITH 2.3:8' lAG SCREWS A T EACH ANGLE MIN. 2' x 3'. 0.C5O' S.MB. (4) #10 S..'AS. AT EACH A.NGLE EACH SIDE ~ ~ '-' :l & & A = WIOT'rl REQUIRED FCR GUTTER B = OYEMANG DiMENSION BEAM TO "'AlL CONNECTION: r-- A -/ (2) 2." x 2." x 0.060' EXTERNAL Y MOUNTED ANGLES ATTACHED TO WOOD WALL WI111 MINIMUM (2) 3/8' x 2' LO.G SCREWS PER SIDE OR (2) 1/4' x 2.114' CONCRETE ANCHORS TO CONCR~TE'OR MASONRY WAlL ADO (1)ANOHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LMGE.~ lliAN 3' (ALTERNATE) (I) 1-3/4' x 1.314' x 1.3/4' x 1/8' iNTERNAL U-ClIP ATTACHED TD WOOD WALL WITH MIN. (3) :li8:. 2" LO.G SCREWS PER SIDE OR (3) 114" x 2.1/4' CONCRETE ANCHORS TO CONCHETE CR MASONRY WALL ADO (I) ANCHOR PE.'l. SIDE FCR EACH i,NeH OR CONTILEVERED SEAM DEPTH LMGER n...,AN 3' . , ~ RECEIVING CHANNEL OVER BEAM A.NGlE PROYIOE 0.060' SPACER AT RECEIYING CHANNel ANCHOR POINTS, (21.'0 . 2.112" S.M.S. AT RAFTER TAilS OR 2' ON CENTER MAX. 1'111112.".6' SUB FASClA I : o i o I I NOTCH ANGLE CPTIONAL MUST REloW,'1 FCR ANGLE STRENGT11 ~ 2' x S' SELF 'MTI.NG BEAM wlm (4) #10 SHEET METAL SCR.EWS AT EACH A.NGLE E.~CH SIDE CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL -J <:( :J (/) Z <:( 2 2 0 0 Z c::: (9 CI5 (/) (/) w (/) W -J < 0 CD (/) < CJ w r- od 0:: l' , :J Z :;:: f- 0 Z u f= ;; :J a:: U f- W Z (/) U) w w 2 c::: :J U Z (/) 2 :J -J <:( uJ~ ... - . .... N o..~N ~..~ ~ ~ ....... (J :.J.. r-... ill ... <(: ,." C~6;!~ C~!)::e:g ill~o(3":' COJj~a'~ .:>.;:: w;- W2S568. ill:l:~i:~ , '" JJ '.:J 'J.I '~ '-.J 'JJ ~ ..J C <: ... W ill(3)(f- L.,.<: ::. w . ;>~o ro-a.: -.,j 6A CF 6 ~ l f , 2' 12" WIDE x VARIOUS HEiGHT RISER [INDUSTRY STANDARD] ROOF PANEL Tab:e 7.1.1 Allowable Spans f~r Industry Sl.1ndard Riser "aneis for 'iarlous Loads Aluminum Alloy )105 H.14 or 'H.2S -r: fT.rl-fT'""TTC~?, I1<eJ 50 up;ei'-~7di(lg$ ';I'oC,oseO ~ullcjlnqs -- "(J7nd --;"D9I0ed-- -. C\<\:d.,J"nq:-:.naIt:on --. .'/ind -~po;~cf-- ---- ....erh.l(,..~ I..Q('Iat~IOI"l ~~r;lon Lo.ad ~~.'E'" --1'0-- zr lj--::~"----:.r...'j"'-'" Re1ron L?ao 'J(')~~e--r.r-7 .r-;:~--r--r~~- ~02T,(':-i ..- !,..--- ~'..-- ';'.----,:;--1".':;'" '':'":- "#021.4-'~ ..- 2') .;' '''; --;-:---~-:--~;-:r- . I~O ',f -, '1--- ~---- -: j--:-" :-.----;-- ;--r---:- '~.- f1~A -,-:.r-- :s-- - .: ;~,"T ~-,~O 1,[ ?"".1~-1~--:i.:-: ;-::,,---~~_r.;r--l'20.,A ;:r:..r-.Ll-... '"12;'1 ;:li-q-:r-T"-- :7>---~~"~1.;--l2S l.r_~r.r-jS--:' ~~ :~J6'I,r::';.r--:~ P1-~-7.~"""---':!ijf;(;"-~~,;,'~ .. r:-f74-(" ~-=:" 1 n:,:mcf ,",)reIS ._--'O~-;;2U.!Tall"'qs c.f"<;:c>e13r..lla,nqs --rli-Fo-:?;pp;iea:-- Cve-rf'anqC;H'IodlOn - 'N'r-d - --;roc~,ed" f....,lier,..,.lr'1q '_ondltJon ';:('e",cn I oali ,'.fO':'-j'('----r'.;j...--r.J-y~---r_...,..._ ReglOI1 Load ''-JaNE ,.<) -:r-:::v---r.;r- ':;;~;~:. -~; -~~--:--7-'~~;;~~;~g~;- ~~- ""'--':C-" _~'~. ,"'1fi',fP"'H,---,:r - j4-~~-,.r :":'".~,lrr.r~:H----:-.~ 'h; .") ;j._; -r,,,,r~=:!) ;-.-..--;;-~ ~'~C-~:~~~':"'-""'- "" -:r:-:- ,~4G',l_~, J~~~ ~" ~., ~,~~ ...... ....., :.-:; ,.,.-:r;r-( fZ'"""7,['C.." Klsef ...arels ~n~l('Igs ::.ncloseo :3ul1dlr'1'iS ,'JJr'1-j Ap~:iTieo-~rf,an9 r:onddloM -711r'fJ"- ';"pc~,e:j lJ....-er,..,af1g '....Jf\d,tJon :::;:e~~an Load "'~~W--Y~----r~~- F)e~lon Lead ~~-<J :-0 ).<) "-J ~01'".r~--''--c., 3-4 ':~~OZ'T~~T -;..., 3.~ ,,,,,,,,-~:~~---,, ,. ,,~-:::r--::s--T.~ ,..; '2~,n.~~~~.~~..:--7.~T~~~rr1. 4' :-J - , ""''2f'\f-~ ..-:'II ~.~~"ZS--'"I'l~-I, 4.5 4.:~ ;-1 ~.~ ~~ ,;l :3.: ,~.~~~~~ ~r-7;::~s ~iser ""JnJ S -::pen'"3""Ul"Tdlf"gS ~,Apptlf:d, - ~~3r,g Cond1t:on ---;--/ino :-ApPlled 1 F:eglon I Load ':lJ~c-r-v~'------zr~..J~ Reglen lead ,-VC:'.E '~:rv",,~~-"""'--;;-:'., '7., 'nr'T::rq--~.., .'" .,', iT1~~~:j1; :\- ' .::;.) '10~,~.;..5 :~.. ~~~~R-~r~ ;--5-) ~ :.~:--~-n~~' ..l-d ~r;r.~~'. "4 ~:,-~~~r;r.~T-, -'.. :.'1 11J.C:;'A .;;l,~. J~ .... ,,-J 'JC""IJ:~H. ::l,) j.'~ ~~~-?i1nelS O~i'--:rc:ildjn9' ~""c!osed 3ullClng;s ,'i I r"'d , Apolieo IJvernang I_Or:dltlO/'". ,vlnd ; Ap:JLed ''';...erT'lanq '..on01tlon I ~ef';lCn Load ~e-~~~~ R~~lon Load ~C\E 1 .;r :-q--~~ i1'02'J:~7 ,.:, ~...1 ~G.~ ~1:":"~r7:~~.: 3-'J '~-..J mo......? ,..t 20 3--v ,.'1 "... l'-O-'T~J~... ~-" ~.~ i,,' ~.?H, 2J, ~,-Q j-J .,'.:. 1~iO'T? ~ 41 .. ~ ~-a :'-n~~:r--;:-rl.,.o .,.~ '~ZJ1J.?~.t 45 ..'" :-~ 1~~2 ,., .,.: - ;. ,-," l~;J~~o ~.o ~~~~?3nel' ~3ulldln9S cf'IClosed dUltdlngs ,Vlf1d Applied '..)',er,..ang '-Ol"dltlon,V'i"ri'a'"" ,Appl'e;i ~...-ernan'9 '..O(HJltlD~ :(.t91on I load """"'1O~.c: 1 .i]' ~~:::y--~:rr-, Region ' Load ~~~ft 2..:J n~ r'1'-1\'~7 1".4 "1-Q ..I'~ 1".; ,-O~ 'd.?H L'"3 ':.l ,.". '1~ ....-" i1l1fl;(~(T '':-0 ',.'1 '10'-.t.".-rr---~5'"~ :''1 .3.'.. ':;-J ~.~2J .", 3'.,; 3.i~ '1.~~ " ~ 12:Jl,f,?rl., J,1 ~,-.J .~.., 11Z5'..t~~ :;:5 1-';) .'1 ,.., 3-/ 1~~,~~ .,.~ .,.~1 ~.; ?'.J ~~~.'-i" I-j 1 (.'':ow 1-' "J'~ ,40~.?,rl" ,.\,,?,.., .'~~ ~closea :3uddlnq'S C'.e(l"'anq .....JnOltJ on , .;j~ Z-0 J"..:J ,., ,., ", "4 ..., ; .~ ,." \jote: i~~ ~ ~ ....ctl"l :: room <Ir1C1J1 ,;)jUS ...aII,..,at!"'\ P!t..s :.e.....arog H f 12- 12" WIDE X 3" RISER iNTERLOCKING [INDUSTRY STANDARD] ROOF PANEl SE: INDIVIDUAL "ANEl. SPEC:F!CATlCN (iN TABLES) FOR ALLOY AND THICKNESS Table 7.12: Allowable Spans for Industrl Sl.lndard Riser Panels for Vanous Loads Aluminum Alloy ;'05 H.'4 or H,25 ~o 0'<;. =\J';'IH~:H"ICIS ---O;;-n 3lJlid'r>qs -;"~-;::d - - Aoc!le-~-- ~- ~>.~~;-,l~q COf"ld.tlon---- Enclosed 9lWdlnqs W,f1d-- ':'oplled Over""anq SondltlOn ---,------ - Reglon LOJd 'jCA..iE l',J"' [oJ" ~..]. ,W)" Rec;'on -;'CT''(-P-:~--:7--- ~.~-:~ -~?--'02'd?~ ~""l ~ .,... ,.- " .~',,,.. ~~ il0~.?~ -'20M?~ 2.1 ~,I ..-:. 'C."- ...~O~ T20"f~;-t .;O-;;-~-E--r:z:: - 2' -i)" ~f . ~ . :; .:. 3"J. ~ ,..j' 1" ~ . LOJd 29 :5 r.v. 4'.0" _' :. l' .("'.~~ . L..;- .-.," ., ~'~. ,'.T ~ -, 125 't! pi r-l 2$ ~~';~~2- "J,::' '25 '14 ? ~ '40 \-A ? ""l ).-- ,..';' ;'.' ' "5 3..-.). '(].',;" ,.,.. !.,- 5~ 3" .' ~' , 'J' 4. . r."( 't' II: ':102fr. ~I=.er PJf1eis Ooen 3lJlldJr'1qs Apol'~d !.Jyemanq Cond'tlon Enclo'::.eo 31Jtidu"\gs C...~-,..,.'\"".j C,of\ddlr..., O~~- -~::y:---r~'Y" '~.3~ .,... .,..- - '2",)- l' .>3- ?!' ' . .:. ...3' ~ ".5' ~'.' ,. 3'.Z~ g'.':-' 1C',3- "'I'" IN,n<1 ApOller'l l.':':"d 19 35 ., 4.S 5& - 3' ':1'..;1' 1'.i'" ~e9;on '02 M~ H ", M.P '... 120 M i' H '25 \4P "'l 1-l-O 'wIP i-'t Lo,"" ',O,~E 17 'l.' I' 20 '2' '0" D , . , :6 ".T )2 .,...- -,ic-=--r--;r--.,"7i'" Re9'ol~ l02 \4~ .... , 10 'wi P ;-1 '10MP H '25 'oil P 11 ~40'wI?H ,. I~ . '4'.'. ~ 4....,. '5.:' .5.... 'J'.S' ',." 4 .2.... ',f.~. "'." ',~' ','.T ~'. -;.. 3'. i~ 3".5' '0'.5' ,:'.,:- ~ iJ . , 1- 1 J".... '2"' J: :).')2'" .~j~r Panels Open 3UII(jlnQS ApDjled O"~rT'1anq CO('ldrtlcn L03d ,'JO~JE 1'-0" t.1J- ]'-1:[" ~5'.5~ '5'--5- ~5".':" 'S-?~ ~4.";'"' ~4--4' ~4'.3~ '5'.S~' EnClosed BUIldings ':'PDlil!d 0ver~anQ COl"dltlon I Lead "JCNE 1'.0" 2".<J" 7..'.0- 29 ~~'-9"" ".~~. '2.3' ..,.'t~ Nlnd \NH~d F:1eglon '02 \4,P,H. "O...P.H. :20 ~A 1'.11. ,,..7" Region 4'.(J" '02 M.P H. "O".~ H. " 1i--4- 20 2J ;6'.:;; )5 ., 4.S 5& 'G".;- . ~ . 5 "2'.JR 4-J ~20 M,?rl ~25 \(,?:-t '40 MP H, '2'.5. '2'.;-~ ~J.~- ';'..:r' ~4'.'':- 12S~"',?rl. ,,'.,- , ~',S- '".~;~ .Z.9'" 'J'., 140 ,''',?,,~, ~ J" 5 - ~ 5..., 'J'.)' lJ.'cr '.{'-6' ,..',' ,~ ,.. " '0'.," 1& 12 ;'.:- )',0- 3'-~~ . ".2~ \ ,'-:;- a'..;~ ;-J." ':J'.S. 11'.5" ,.::! ~.~ -: ,.,"' ~ote: ':"013/ r"Xi =ar-e. '~C'tJ"1 = rxlm 'tf'lctn :;n,.l$ Nall '~C".." :)lI..S c..tl:~3f";. fable 7.1.~: Allowable Spans for Industry Standard Riser Panels ForVanous Loads Aluminum Altoy J105 H-28 ~~~~3.r,CIS ~oulldlf19S ~clused ~Ujldll"l'iS .Vind ~p~wea O....-emanq GO('ldlOOn ."'1,nd ;'pp:,ed C..emang CondltlOrl Reg,on . Load "~~~~T~ Reg,on . Load "lGN~.;,-,.;r-'l"~~ ~~~cr '1.1', ',4.5"" ~)., ~ ~c~n. IS ~O'-, ',C'.'j ";~...:. ~Z.2w '')'_j'' '~~~4'~Z.'~ 'J..,l ~4.~ ~::l'~ 110Id.~.H j-S---'1.o .".,.... ";'::1 ','-4 ',,-? ~20~tt.?::-; 2:3 ',~.~' ~~Z-? 'J-oi 'J.~ t20~,?,,-; 41 3-~~ ''Y., '~-" ~~.~"S ".2p '~.4 . .,..... '",.~ '-,.'T'!5V~..., '1., ~l;.:: ~~." '~?_H. J2 'C.~~..l 'r;.",J ',., '~', ~~V_?~ 50 ,. 'j..j ,. , )" x '2~ lC O.~Panels Ope" oUlldJngs cJ'lCIO;,eO ::Hmdln9S ~\nd ':'P?(,o!d. '~I....Q....dltlOl"\ '.~ 1 Applied Q..emang ...onOttJon Reg,on Load ,C';c-r-.;,-~.;r---T.;r- Region I Load'lm.c-r.y--y~~ :10~?M. 17 o.~6.,,) 5'0 ~,.,,) ~~.~=~r-~z-'O 13.,. ~4., 1--n~~'2~1 ~5..... :l-~ 5"., I o.~, l'O'd,?--l. J5 ~~.J ~,.::: (..~ 'J. iT ~2~~2J 'J"'I '~.f.:) '::-', ~~?j:.r_?,H. 41 ~::;., '0-, 'Z."" 'J.~ :''1S-'-A.?,M. 1~~J.~.a ',4_ '::"':' ','lS'\f,~g;.~~ ''J"., 1,~-., ,,-, ~,".j ~.?H. :32 .,-." "." ~.2.:) ~l..i 14C'l~~~~ ~., .,.'1 ~cr..,,~ '1.~~.\ '3" l 1,2- .... a.OJ'~?J.f\e(s Cpen 3Ulldlng-s ~3UllojINJS 'Nlnd Applied Ovemanq'.....Jnditlon ~d ,Applied Ovemanq '....ondltlon RegIon Load 'RJf.~~.w--J~:::r- RegIon LOJd ~o-.~..o----r~ J-Q 4.(j --'~r:.r:",H. '7 1/.'0- ", .,~ ,~c-~ ,~. 10~~"~~J.'1oi ~4..l ~4.'", ;:::.~<J~ -n-o:~"Q ,6-?' 0., 5.',\ ',,-0 0-"':' 11'~,~~::., ',. ',,).IJ i'4.'u n2!rV,~~~.I) '5".~' 0-0 1.~2Ifll,P.H 4' ,1"" il,~ '.::.',\ ~4..... '----n~~4S ~4.::l 14. ,14.,1 :'-Q I O.() 12s:..T~ '::l.'l 11." 4-0 '~-I ',--rJO~d,"',:-t. J~~'!"=_ ~J.Q :.&-4 ';.,,). ilO:l.~3~-.) 1Q., ....-~ ,1-0 '2.a"'", ,'late: 7'otal '001 c3f'ej 'NlctM = ;"")Om ....,..:tn pjus -N3f .....ctl"l CIU C'.ef""'.a.---q J l I / ----,--- - '2.00" ---------/ INDUSTRY STANDARD CLEATED ROOF PANEL ~2-1l,':1j\" Table 7.1.4: Allowable Spans for Industry Standard Cleated Panels for Various loads Aluminum Alloy J105 H.14 or H.25 '......e::lll.ed iJ:'N!:\! ~3ujldl!'gs O....-erf'lanq CondltlOrl '.1 2'.0 )'.0" 'C . ~. . , ,; ,~ ~ Wind Appj ed ?e~lon I L:I.)d '""'JV1'iE :T~..."'I: '7 ;'.l :1\.1 1~~~~O , ,PH,I 2J ,.'~ TIn~ ~ 25 114lf1l;;J "4 ' ~2 of': d'. " :-"':. . 'C 0' 4,'.0- '~2" c 'J ':J2S (.,eJle-:l. ~:.neli I '..ipen 3Ullctil'H~S ~ :"pp1,ea i Q',erhanQ ConojrtlO~ ; ReQlofl \ Load ~c 1.0; Z-J' J'..:1' ~?H ~7 '{..,~ " , " <.~~,H.i 20 -j.~"~ ,. ,~ i~R12J:. ' ~~"T~:-J jT"d\i,?"1. ,$ ,,:;, '1_ ......., ~?,H.I ~2 ~. j-d ~2" ~ ,}:n .....;ea(e~ ;lanelS Open oUII!jln9S Wind i ':'P?I,eoj I Cvemang (..onojdlon : Reqlo('l Lnlj ~-I~ ,.t). Z'-D J.o" ,,~..,...... i~~~7 '1.) ~';)' ~1.1~ '7~.:-.~~ '110'd.?:-! ~a .t", 'J., ,. 'J >21J,\4.~.-I. "J ~,...., ~O"":l ',.:) 1 '2. T2'IT? "'1.1 ,,$ ~-~. -j4" 9.',' ~. "- ~.Pi-\.\ J2 :"4 ,>~ 3.' '~.) 'J,.,:' ',..,;, :1',a- 4'~'. '4-.:r ~ J' .5' c.) CJlcJ05eQ aUlIolnq-s ~.Vlr"d' - I Acc~.eo \"::'i~mar'1q C;:)ndHlon 4-') ~eQlon Ln" 'JO.E j,.. ; -J . = ,2 , 02 'A ~ rot. 1 d i , . "OlA.~r--:-.,.; ..;. 1~?H 41 I ).,~ '~l~~S "., ';.~~~ ,s ;," '-v '~ .r., :J'1CJQs.eQ 3iJlldll"qS \~rid' ! ~ppliea, i.,;'Jemanq '_;;,r>olt:on I~ ~eqlon ,I Lc,)d ;"'1Qr.e 1';;" l.::r )'-0' ',~rr~:~ ' ." ,. , '2..., 'l'u~,~~ ~..; ".,1 ~20\4,?H .a1~ '23""'.rP H. 4-5 ".,,1 . ~40 M? "'I, ~~ ,. . N'iFIa ReQlon 102 ~A.? :1. , 10 ~,P M 1~~.-;. ! 1 LS \A.PH_ ~40 ~A,?!1. ::,,'"IC10seO 3u1101l"gs I ':'"""ed, O...emanQ ......,;/.lIJlilon Load ~G:\c. ,.... J..... ~~ ,- :5 ". 4' , ..~, " ,.., ~'.) 1::1 .-" ..., ~ote -c:aj -<:;o( :::are; .....0::'\ = '')0'- ,I/IC:~ :1" s Nall ,;r1C'.:'I ::;J1,.;S o'.e~a...'g 'Z.j~ ,., ,., :: " ::.., , 4.r J"J t-'? . .0" ....J -< :::J (/') Z ~ ~ o o z c:: <.9 (J) (/') (/') ll.J (/') W ....J :s ~ ~ <.9 w f- ,., c:: r-- ....J :::J Z )-f-O Z U i= :> E2 U Z' f- 175 w(/') ll.J 2 0:: :::J U Z (/') ~ ::) ....J -< $ . ~ '~ -I...... '- W~ N 0.. 'il i:; . <: .... =:8u.~ Q),:;~,. C~O'" c~>-:e a5 g ~ , :s ~ W~ Q) u c Q) L.. 3 ro -l SEAL SHE T 68 OF 6 /r- ALUMINUM SKIN ... '.-1 '~ ~ c:( '~ ::.. 0 E? S CCRE SIDE PANEL CCNNECT. TICNS 'lARY !DO ,'<aT AFFECT PANIOL SPANS) SELECT PANEL DEPrn FRCM TABLES 4&' " COMPOSITE ROOF PANEL [INDUSTRY STANDARDj Tabie 7.1.5: Allowable Spans for IndusUy Sl4ndard Composite Roof Panels for Vanous Loads AlumJnum Alloy J105 H.14 or H.25 1.0 EPS Core Densrty Foam :~-;O,~'I}~ '?3n~IS ---- '-co;n31"\~in("'" ~~clo::.ed 3U.lldIIH:ii~ ;----;vii~--;rppro:-:r-- --Ch~~ ~l"In- - :.vind'. ;rp~17;;d i,,)',emJ"~ SondltJo" - Reg'on Load 'lcro;e--I'<J~~T~~ Reg,on Load 'lC"!'.E 1.()" ~T'()" -1'0" ~-lO~.;r~ 17 '.1' .." ';:..-, ').4 '4..~ lo1V.~4:~~.i ~~? ~ 20 .~......----r~.~ "" ',.;; 'J. 1'-O-V.~1~~~..., ~~~:~~C."< ':~.'G '2.;1 1"2"OYP , ,-1 41 3 h1S\A.?~ 4~~ C.~ ".-i 'Z.;--T31l:PX:-45 A i-UO"'~J~ ,.,' ~~.,--n1ll.T~", J.. 3.oj ,.. 'C .J ,., ." . ","\,. .,..... ~ .';.. ,0 ,~'J.O,,4 ,...anelS ':.ioen :;lulldlngs Cf'lClosed 3u.11dlngs ~Ir"d Applied ~~I.anddlon -'Ni~~lled ,-,',...ert"ang LJndlt.JQn Region Load ~~----:-~-----r~----~- RegIon Load ~E 1 -'J -r:::r- J..Q 4.-oJ ,10Z"',?,:1. 11 'J...) ',~V... '4., 5~ "Ol~ 23 '0.2 ",-i ~:.J.,~ "">j iTILrV:~O .~~~ ~4'Q l'O.'1f?rt. J.5 ,.,J .,;..J :-"T2o "",?rt. 2J ,:)' 1 .~". .;;: .j ~ ~20 ~,?rl. ~, '" ~,-, :~JV.p.1I..; 25 ~~~1 1':-') 12_4 ';;.:) ~S.~,~~. ~Z' '",.:) ~~ ,_., ...'~ '~'-;Z-' 1,J.Q~".j::Irl. 56 ,~ Q.1", ,., v' . , ." :..j' ", ,., ,. ''J-., j-4 ... ..l.3" I 0.0)0'" ?arelS G;::>e:n :::IulIdlngs ~"'CiOseO =l.mdlngs Nln~ ,App~led ~CondJtJon Wind "Applied f,J...emang ConOlbQn RegIon Load ~~~ 'Z-v J~..u- Region Load ~ONE ~ -J "Z-:::r---"T~ J, ..;:;- '1"02.~,?rl_ ,~~~o..; '':).~J j,.-: 101~23 '".J ".d 'J.:) 4., -TIO-V.~2O'----rr-? ~~-., 1:)"'-.1 ':J-d ,~~~:;.~~ '1_~ l.:~ :'"2~.~2J ...JJ 1,,).., ..' ~4.'1 ';"., '"2O"M,i"',r't. oi1 1.,.....-4, 1(....,' ~~.1 r-l,SIl.~2~~;:.~J ',,)...:. '4'.1 ',5",,/ ',SM,?rl" ~ 1.-3 ,.~Q 1].:) ~'..J, ~.w'd,?,i"4. 12 ~~.., ~"." ~.:..'," ~.w\4,?H_, ~ ".6"" j, !...." "...~ ,.-:r ,'.tote: "'otal r?C1 ~""'o!I M<:t:"l:;' "'OomM(jt," ~u.s ~I 'Met," 01\..$ C.efr',af"l9_ I ----T 0.019" ALUMiNUM COveR PAN OR CONT'iNUOUS ALUMiNUM SHEET 118 x Si8" CCRROSION RESISTIVE WASHER HEACED SCREWS AT 24' o C. AL TER.~A TE 118 x Si8" SMS WI 1/2" OIAMETER WASHER. W TYPICAL INSULATED PANEL NOTES: ,. I"'STALL RIGID FOA.... INSULATION INTO AlUMINUM ROOF PAN 2 COVER ,NSUlATION WITH 0 0145' PROTECTOR PA.'<EL ,.,.,TH CveRLAPPI!'4G SEAMS. J. .!'4SULATICN PANEL SHALL 3E CLOSEO WITH ALUMINVA ENO CAP TO SECURE ?LACE'<4ENT A.'ID TO DISCOURAGE THE NESTING OF WILDLIFE AND CR :NSECTS 4. PROTECTCR PANEL WILL BE SECL;RED BY 118 x 5.-8' CCRROSICN RESISTIVE WASHER HEACED SC.REWS 5. SC.RE....' PATTERN WILL BE '2' ON ALL ?ER,f~ETERS AND 24':l C. FIELD 0.'4 EACH PANEL. 6. Alu~INUM E'lO CAP WILL BE ATTACHED WITH (J) .;ex~12" CCR?,OSION RESISTIVEtlASHER HEACED SCREWS. Table 7.16: Allowable Spans for IndusUy Standard Composrte Roof PanelS for Vanous Loads Alum,num Alloy J105 H.14 or H.25 1.0 EPS Core Density Foam .....J <{ :J (/) Z ~ <{ 8 ~ o z a:: 0 (/) (/)U5LU (/)LU.....J :sOlD 0iij~ a(l a:: 1'0- .....J :J Z >-f-O ~~i= >a::U Z' try ~ 1Ij ~ a:: :J U Z (/)~ :J .....J <{ ':'-4 -r-:(~:r~'1 '?,Jr-els ~3iJiT;r- .j' i:J~CjO~d-3Ulld':1Qs. ~,O---Appm---Q7~eman9 ~ltJc..., .V~'1I'I:ed' -'~~'C"3nrllt!On ~eglon Lead -'./C~.E'-l"-if -:-T.r.r-!.Jj---r'::l"~ RegIon Load 'iG,',c , -0 Z.O j.Q --nI!V;r;r ..::--7'." .... 'SCy--'~r:.r~,9 " ,'" ~.~'O " ':r::--';;;;;---rr.~:::-1l~"~J'- ,., ' , :-l"~~-n--',,,"/ ".,;; ~Z." ''J.:) .:,., f20,..? r1 41 ';1.j -'-'2~~:5 ;~J) ~2-~~~23'"1l.~:I' j. ,~V,~r-'''7"-" 'C., ''J.~1 '1.'~~~JlJV.~o -.--.- 4' , 4~ , ~ -: ~ ,.,: .,j -Q ~ 1 -.I 1'~ ~'['~;'-anels eper\3UlldJn9S .'flnd ;'pp~ 'j,-<,ert"ang l...-JndltJon Nmd AOOlled Re'J1on '-oaO I;JG.'-"'E- ~'.J",. - r.:j"'--J'~J:.;:r- Region ~oad~C'.c 11"02 '-,4,?',H. ,.r-~-~-~-~--~S~:::'~ ~e.., ~. -.J ~O!V:~ -, mo ~.A,?,H. 20 4_.. ',.4..:) J-d fS":r--'?"'.; 110 M.PH, ~~ ~rr:;r,jo.J,r'" ,J "d ~J- 'J., :~~'20M.?H 41 ~p~:o ..... .,j..... '~.j' .:..., '::5~d?H, ~ ~.~~~......----r~.... .....~ '40 'd,;S--;:r.--;"'3 t:nclc-;,ed :3uHdlngs ....;...ert'ang ':....)odIIIQn 1 ..;:;~ Z.-J ]-0 "" '" -:l '::r.~ . r:;. ~' : 1 .:, 'Z-,j '''' "'J '3-4 I ''''1 'C .1 -:l-d j'.a 3".::; 3- '';..J. i ~ .~ l~t~~W~ r'ar.els Nlnd i Aopl,ed Reqlon Load mn.r:;r;:r-< 7 ~~o :~?X-:J :-fZ.s "'.?,i"'l. ,,5 :-n<P.r~2 ,-,pen 'EJU11 d.r'1g 5 E."'close13UlldIOgS U"eman<;1 C~ndltlon 1'Vlnd "'PP'ied U"'erf1anq l..onOlllon ~O~.'E-""'~-T..rr--J'-r:r--r..:r-" RegIon 1 Load -Ki,~e. 1 -0" Z'~~ ./., L.~~." ,--3 ''::~n?,";;:r--i'3 'J-oj ~J... ~.r.~ '..,~ to'~ '5''; ~,'::l ,~,~~,- :l'..1 ',~-' ~rJ,4 \2D~,~~ 4' :.::; ,~ ~4~ ;4.'u ':l~ ':)':l '::~ ,~ ,. '2.',~ 13.' 1~-? '~'J '~~jO '2~ '".' '3':11 ~ ~ - '3 , . .- ., I".', . , J. ~ , " . ,;-:l ':3 -0 J.' , .~ 't ~ -:) "./; '~ote' ~O,31 "X:A ~anei .....dtl"1 = room 'Met;' :;l4....s 'N~l NlC':;'I ell...S c~at'g .... ~ W~ a..~~ ..~ : ~8u.~ (1)....0(:'" C~a;!:g c::<\:~~ (1)5<3'" CD~::e~ '>'="'3 W~5ae OJ~~:: uijj , C~ (1)~o '-'<Jell ~ 0 ro 0- ---l 6C OF 6