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HomeMy WebLinkAboutBLDG PERMIT #4940 {OY/q; ( ::zl;?'l{ci:: City of Cape Canaveral, Florida / I I BUILDING PERMIT ~940 I I PHONE: 321-868-1222 INSPECTIONS & FAX: 868-1247 I I r-- PERMIT INFORMATION I LOCATION INFORMATION ------ I Permit #:4940 Issued: 4/11/2007 I Address: 230 COLUMBIA DR I Permit Type: WINDOWS & DOORS I CAPE CANAVERAL, FL I Class of Work: 434- Add./Alt. & Reroofs Res. ' Township: 24 Range: 37 Proposed Use: Condominiums (3 or More) Lot(s): Block: Section: 22 Sq. Feet: Est. Value: i Book: 18 Page: 9 Cost: 2,282.00 Total Fees: 97.501 Subdivision: COLONIAL HOUSE CONDO I Amount Paid: Date Paid: - Parcel Number: 24 372202 442 CONTRACTOR INFORMATION OWNER INFORMATION I- Nam-e: WINDOW WORLD OF JACKSONVILLE INc _ Name: BORMANN, ARTHUR E. Addr: 8110 CYPRESS PLAZA DR #405 I Address: 230 COLUMBIA DR. # 307 JACKSONVILLE, FL 32256 ! CAPE CANAVERAL, FL 32920 Phone: (904)443-7001 lie: CBC1250321 Phone: 321-452-8248 i Work Desc: REPLACE FIVE (5) WINDOWS PER SUBMITTED SPECIFICATIONS I APPLICATION FEES sUIU:51NG OVER 21< 65.00 j PLAN REVIEW OVER 2K 32.50 j I I ! ' i I I , i I I 1 1 I i 1___ ' Inspections Requi",d ! iFinal I i I I I I II I I I I ......, I I APPLICATION A-CCEPTED BY: \.J L-PLANS<5FH::CKED BY: "'-~-APPROVEb BY: - NOTICE: TRis PERM1TSECoMES NULLAND VOl1fTF ViJORK OR CONSTRUCTION AUTHuRILED IS NuT CuMMENCED Wi .N 6 MONTHS, OR I ~Fu~~~~~~~~~~~ ~~^~?~~\~~ ~~~~E^~DE~z, ?~,A~~N~~~~~~~~:":.E^RI<2Dv?~\~f~~~~~~.~T ~N!}I~~.6':::~R ~~~~~l~ S;:~~TED. i p'RoviSioNs'oF'LAVVS~AND'ORD;~~~C~~~O~~~~~G ~~'is ~~~E~~';%O~~ ~;~t~E' ~;~~~;~; ~;;.~ ~~~T~~~ 'S~~2~F~~D ~~'REIN OR I NOT. GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. I WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Of I' r;.' l' '") 4;'"''1 l: rj 01 ! Lv 1 Ltl !.. {J/i .JI, Date CITY OF CAPE CANA VERAL Tracking # 67-(33G -"-- '--0 BUILDING PERMIT APPLICATION Permit # 4Q40 r- ref...... , -. ~J R' '''' ; " n_ i'~. ~,..' 2 6 1007 (321) 868-1222 City ofCapc Canaveral B\.lilding Department 1U5 Polk A.v(:, Cape Canaveral, fL 32920 Yau may download ihis application: wwW..myflqrida.cQm/~~l~, You may fax. to: (321) 868-1247, All applications must. include tl\e backside of this form. Import<mt: Please complete the checklist on the back ofthis form and provide other documentation as indicated Oil the checklist. A copy of contract may be required. Application package~ will not be accepled unless complete, APPLICANT WILL BE CALLED WHEN PERMIT IS READY. (ContraccOIJOwnc;r-Builde is rcquired to!:i for the building pcrmi!, unless indicated otherwise by affidavit. LD. ma.>' be required) Address of Job Site;;;;f1 L I ~'1 _ Zoning claSSifiU~on: ~ _ Legal description of pmperty: .WN;._ _ RNO; SEC~ 'U60; _. Bl.K; ~~_ . G;.!.'l!L. ProPerlyowner~e: i,r;;T~ ~ Phon~1ff-f~1&d-&Q-+f:- Addr~ss~~-?[) ~flj JSe. ,_. A-\J~RA1-1 EL.. ~ _ Fee Sunple Titleholder & Name (if Ollie, lh.n OWI>"r): Addrcs1:; Bondi!lg Company: _ _ Add~ts~: _,:- -". '.~ Mortgage: Lender: _. ---"_.~ -'- Address; ".----..-. ....-. "-~"---"'- ~ Type of Penn it Brief description of';""ork .'W... ~ Buildin "- Electrical ,-, -', .. -...... ' - _...~..... . Plu!!}bing Me 1anical ther OF 5 UJiA 11Y'l(t1~ )1J 'E'i..J.'5,T,oJ~;&J ~~ ,,- .:57;. CTU... , Type of Const. 0.,,,- J."PI. lIllI:s City Sewer Will this ~ Building Squsrc 'fype IIpan.,y currently 3\13il:1hle stru cm re # of #..t #or lI"f V;alllatillll of work Feet (lA, Group ll"oilable 10 10 $lIrVe have built-Ill st01"ics <lw.,l. b"cl. W;1ler (please audel' VB, (~,R.I, $el'Ve tloi$ thl~ gas ling r'(mmlf closeL", indicale ::IS rQ'lf C:IC:) de.) property? properly? "ppli;mces? units ~ppli~able) YcsJNo Y esiN 0 ~es/No .. .~---~- Commercial $ .. '",,- -~ 'm____. SFR $ Townhouse .. - S i-- -". _. .'~.. Apartmem $ .. )(q~ .. --... - Condominiun $ 1-. '- .. . .., Glher $ t....-...J.,. ~ " .... .-- ... .." -'~'"- r- oo ~""._. ". .. - ArchilectlEngiucer Name; .. .-.. < . N,!me of Company: "'_._.. '. .'-.- Address: .'--'-"~--._-... - ... ....Phone (cell/pager.): '. Stale License No.: Phone (lltll\~e): ........ Fax: '" w. Primary Comractor Name: -_....~~. ". '..... Name of Company: "'"._-, --.- j A ddr="^' ..~ "-'~~. ..... ,....- I Slate License: No.: '" .. Phone (otlk!;); __Phone (cell/pager.); Fax: ..., '.. I Electrical Contractor Name: _.___"_ Name ofCompllny: ___..... .,." '-'-"--.- I Address: -. .,------. Stale License No.: Phone (Cltlice): Phone (ccllJpagtr.): " ,~- Fax.: - ~ --" Plumbillg Contractor Name: _._.... Name of Company: '- Address~ -.-' -.. . . ".".--. ,. ........ - State License No.: Phone (office): Phone (cell/pager.): ., Fax: ~ I Mechanical CO(llracmr Name; ~_..._....... _.. .~_ Name of Company; - . . ~M_ I I ~ddf1:ss; . __.......~.._. _ .', ~ ..-............--..-- 0.. . _._ n.__..,_~ :::ililte LIcense No.: ...._ Phone (office): Phone (cell/pager.): .- Fax; ..-.-... Specialry/Other Contractor Name: __ '_ ' T.g;:: N<:lme of COIIll)any: ' .. Address: ~ - - '--WINDOW WORL OF MfLBOURN'E1 IN(;, r State License No.CB..D I a6UMhone(oflice): h"-'__ ~U, ~.~C~FQ1'l ste:-i'1J3 Ft~~~ ...--. "'-W. MelbOurn, l 2904 -. "-"'- a...1I\ .,~. 'iiji}" ~ '''''''I' "'-;3 Q.~ G:\Bldg.Depl.l'ol1'lls\BP APPUCA TION R~". July 20, 2006 (J 2S/1:a6E'd .Lb21S9S:01 8"lW .:JO O"lClOM MooHIH:IJJO..l.:J SO :81.L!;jQ;l2b:)72-CltJW B~ildin~ Permit Applicatiob Checklist ." ... Notes Com lered Permit: A licatioll CIll1'enl code edition; ~'L Bldil. Code 2004 (as revised) Current survc; showin an ro Dsed construction 'and Jandsc:ap'Gtg Cheek with Bldg:' Depl. for setbaeh .,,-, Notarized signa[ure - OwncrlBuildcr Affidavit - h_. ff own~r is ~(:ling a.~ e"I1lr.lctor . Sc~~r Impact F~ receipt ."---- May be deterred until C. O. Unless job ;$ remodeling ..... '''-'''-'. ....~u ..........-- Coun .. ~mpacl Fee reCC!Et May be deferred uniil C.O. .. '-.-- "... Capital Expansion 1m act Fee receipt M~yhe dcfclT"d ImtiJ C.o. Sidewalk Impact Fee receil:'..__ .-. If sidewalk .."j 51,. on Il,t ,'-- -,,, 1--- Recorded Wanant Oeed / Proof of Ownership ... ..-- -_.. Co V of Recorded Notice of Commencement (ovr;;r $2,500) OVer $5,000 for Mecbanical clL1nge oul CUlTent Worker's Compo Policy /Exemption ... .- Retllrci wiD be 'kepI an file "ftcr initi;d ~llbmiltl>l -. .. Community A rance Board ApJ:lroval }'or ;.11 w~rk. \1isibl~ ti-nrri"r'l.Iblic Right-Of. Way PlallIlin and ZOrlln Board Site Plan ApprovaJ "'_. for;1I new constN",,-ion offO\lf units or more Concurren Forms .... .. For all new eonstrudioll not pnrt of appro\1ed site pi;!] Primary Comractor's State License -. . - . R~~ord will b;k~pt on file ;Iltl:r inilial submittal Subconlrt1ctor's - - Authorizations: . . Ileet\rd wiU be hpt On tile after i~t;;\1 s-l;bmill~1 S.llite License Notify Building J)ep"rlmenl of contradar ch:lJ1g"" Plumbing Conlractor f'lumbhig Contractor '~". - -. '. '." Elecr.rical Conu;.clor Electrical Conl:ractoi'~-. ....,,- -... ". Mechanical Contracror Mcehallica\ Contractor -,. -- - .. Roofin Contractor Roofin~ Contraclor - .--- Sw:immin Pool Contrnctor S~i~ing Pool ConinlCtor .. .--"- Gas Contractor '--' Gas Confractor Specially/Other Contractor .... . - Construction Drnwings: "'... I 1 S_~.;ialty!9ther Contr.a<:~,:,r. .. Per F.e.c. "lO4 ---'-- Two Sets of sealed construction drawings (three sets if C(lllllllcrcial) -,. p"" F.B.C. H).r-. .... . EJc:Ctrica1 Load Calculations -- .. "--.'- I'hUl5 must indica.te pcr~on responsible for calculations Eli::C::lricaJ Riser .......,... AUne';" scrvil:.. mu~ b~ lo.cated lJllderground Plumbin Riser .- .- Plans Dlust indicate person responsible for design Ale layout Plans must indicate !laSoll reijlOllsible fQf de;i~ T~o Sets of Energy Calculations -. '-'I--::-.-'-~ PliU\s must indicato P""l'tl!l responsiblc Cot" c:>lcula.tions Lot Drama e SW'Ve .... J.<'our sets of Fire SUPPTessionlSerinkler/Alann specillcati~_ lI.equ;r~ Fire llept. ;Pprol>iIll prior to isslJahce of pern';t Pool B:mier Requirement Fonn (si~ed) Pool permits will not be issued witbout" bnrricr . - ........ -.. Application is hen:by made to obtain a permit to do the work and installations as indicated. I certifY that no work or installation has commenced prior to the issuance of a pemtit and that all work will be perfonned to meet the standards of all laws regulating construction in this jurisdiction_ The Building Code in effect at the time of this application is the F1oriq~ BuiJdiJ~g Code JQ04 Edition_ I under~nd that aU permits require inspection~ as indicated. TIlls permit application is valid for six months trom ~tc of submission. By signing, applicant affirms that aU above is true and correct and that he/she is an authorized agent ofthe Contractor/Owner and has the aU"L~ority to apply for this pemlit ~. uJ~ ~ ~ ~ Applicant's Name: Ie- (! D Applicant's Signa re: , .It (. ~ _ ~ J -, I {!DJ~b. LK Date: ~ ~ l.i lOt] Site Address: ~ 80 J CL . I f For Notary use only: State of Florida, County of Brevard Lc,\....r: e... t,..J~ \~ Sworn and subscribed before me this _7;N~ day of f'!"-~ ,20~by Printed name of Appiicant ~hO produced identification: or . 15 personally known to me. cR .. ,................'M......._ S ca!: j ot~~ ~ -- : ~lll r:tnfa Notmy Aan ~ ; G:\l3ldg..Dept.Forms\BP AJ'PUCATrON R:;v. July :W. :!OO6 ~;;'''''...iI.Iir.....,u..u..................dfhj9turri'l m.JY be dupJ j'tlTed, 2S.l2:a6E'd .Lb21:S9S: 01 8lW .::io OlC:JOM ~100NIM :WOJ.:l S0:S1: .L002-b2-C:J~W Addres~& L1Iumb I~ ~So/ BUILDING PERMIT FEES: B 'ld' P' . f UI mg ermlt per square ootage:............................................................ Total Sq. Ft. (Living Area): Total Sq. Ft. (Enclosed Area): Building Permit based on valUation:..............~.d2.~~......... ej,5,OC:> Total Sq. Ft. (Living Area): Total Sq. Ft. (Enclosed Area): B 'ld' P . . 11 UI lng ermlt mlsce aneous:......... ... .............. ... ..... ....... ...... .......... ...... ...... Total Sq. Ft. (Living Area): Total Sq. Ft. (Enclosed Area): ElectricaL......................................................................:..................................... . Plumbing... .......... ....... .... ......... ... 0... '" O. ....... .... ............... ............. ... .... .......... ........ Mechanical. ........... ........... .......... ................ ... ...... ......... .... ... .... ...... .... ... .... ............ Building Permit Plan Check Fee............ ...... ...................... 0 .............. ........... 0" 3:2.60 Fire Dept. Plan Clleck Fee................ ................................... ................. ....... ..... Radon Trust Fund: sq. footage .................................. Concurrency Management Fee.".................................................. ........ 0 ............ Capital Expansion Fee. ...... ............................. ............. ................. ...................... Total Building Permit Fees:...... 17.50 SEWER PERMIT FEES: "wI OF "e er m pact ee.................. 0............. ............................. ......................... Sewer Tap Fee..........,........................... 0.................................................... Total Sewer Permit Fees.om........ By: Date: Brevard County Property Appraiser-- Online Real Estate Propert.y Card Page 1 of 3 -'.Iim. 6\0,..4'1" C!!I' D' 6\ '\f~:~~'~l~i~."" ". ~~I ~~~m~_;". . ~~B@i"~~1 I>lI::iQnAI"1I'M~I' 4'niDl'ca:~~IAl'ly' ~!Ii'~~~@"ir"l'!/liil/!'io~ .1"~1i> ,"l~~~'W~~f ~~~Th"'7i~'":l1l'i~~I~'~!" Di .. . 'c'" . t '1~.M~~'~I~~ff"~ ~M~M...,1l ~ I I [Ham.fill ~Fort:ll ~er's Jo.bJ IE8Ql IQencrallnlo] [Save Our Homes] [1;'l'"mnrion,;J lJangible 1:'f.\?1lli!lYl ~l \J,g) !lQl;alions]IE.o.rm:;:j {Appeal(iJ jfH,lpeny Re~.\1!<l.r.QbJ [M.(lp Searc.bJ JMBf,1s.& Dala] [Uo.uf.\abk.f'.ropcny] [Tall Av!f.lQr.itie.sl [Tax 1"~!i.!13l !f..t:QnOmicJn.Q!f'&!Q[$] IWl1ar~J~,L\''-\;Yl [J.inks] [Pre!;Iii,.tt~as.e.s] [Tax ESJir!:1B.!i!!j General Parcel Information for 24-37-22-02-00000.0-0004.42 . 24-37-22-02-00000.0- . Millage . . .. . Parcelld. 0004.42 M~lP Code:' 26(,0 Exemption: 1 Use Code: 414 A* dSdite. 230 COLUMBIA DR) CAPE CANAVERAL, FL 32920 ATsx 2433110 ress. ccount: ~ SiLe address information is <1!;siI:,'llcd by the llrevard County Alldress AssigJUnenL Office for 1.\9-1-1 purposes; this informatiun may not rellect community location of property. Tax in:t.Q.r.m.a.lion i.5.1!.Y.!!iJ a bIe ~tl.1h~_.BIev ardCmmlyTax CQUGhtQ.r.~s...\.v..e.b site (Select the back butlon to return 10 the Property Appraiser's weh site) Owner Information Legal Description Owner Name: BORMANN, ARTHUR E UNIT 307 THE Second Name: BORMANN, JOYCE E Condo Name: COLONIAL HOUSE . . 230 COLUMBIA DR APT Plat THE CONDO AS ?ESC Malllng Address: 307 Book/Page: COLONIAL IN ORB 222,:, PG - 0018/0009 I-lOUSE 1916 AND ALL City, State, C~PE CANAVERAL, FL CONDO AMENDMENTS Zipcode: 32920 THERETO. View tlaf. (reqlltJcS Adobe ACIobat. Reader:":fJlc ~iz~..1l1ay be 1~!gQ,) V.:iluc Summary for 2006 Land Information .. Market Value: $94.94U IAcrcs: t U.U31 Al:!rieultural A<sessmeut: . $U Site Code: Q Assessed Value: $80,:150 *** Homestead Exemption: $25,000 **~Other Exemptions: $0 Taxable V slue: $55,150 h This is the value esLabiishcu for ad valorem purposes in accordance with &.193.011(1) and (8), F!t)rida Slatutes. This value ~nol represent llnti.cipated selling; price for the property. ,,'.* Exemp[ions as reflected on the Valul: Summ,lry tabie are applicable for the year shown and mayor may not be applicahle if an owner change hilS occured. Save Our Homes - Estimated Tax Savings 2006 Values MilIa2:t Rate Taxes Market Value (new owner, no homestead) $94,940 x 16.1173 $1,530.18 Exemptions (homestead == $25,000) $25,000 Taxable Value (with exemptions onlv) $69,940 x 16.1173 $1,127.24 http://www.brevardpropertyappraiscr.com/asp/Show _p<m.;eJ.asp ?acct=243311 O&gen=T &m... 2/6/2007 2s/~:a6~d LD2~BgB:Ol 8lW ~O GldOM MOGNIM:WO~~ 90:B~ L002-D2-d~W Florida e~~ License # w- ". . .. .c;::e;c; C8C1250321 ,~",. lvdJ, ..~ gw'''Simp/y the Best for Less.a Window World at Melbourne, Inc. 4301 Woodland Park Drive . Suile 103 W. Melbourne, FL 32804 (321) 722-9848 . Fax: (321) 722-9258 I, ~a;;: ~ ~ ~~ ) owner of the property located at /30~j~&~ 'i){2..:lf.1A"1 .r ~ ~A~~LJ fL. ~2..'lZD understand that it is my responsibility to supply windboard/dcbris protection fm the above address. Homeowner: ~"C6;~ ~f ~~ t~- f/ -= - Date: ~ -:JCj "of! -" 2S/9:a6E'd lv2189S: 01 8lW ..::10 OldDP1 r100NIM :WOJ..::I 90:81 l002-v2-d~W I '< .,~"l' "j' /- " \:~" ,> -" (" ,) :''t'-' 1 ,\: ........ ' " __ . -.' -', t',' !"',' :'[ / ?'" ",") ~,'" :i t/; /' '. " ,,", .. , ". ",r r', I ,.: {f,' " t' ' '" (',I' ," ; ,,' t "., J1 ,,'. 1. a.o......... . t: / . ./, ... . . ./" ". .,/ . , " I' ':'" ' " _. . " -_.. " ___ M __....__~ -; ...- I "- b" I . :3 {- , . I... " J 130 \ It \ t ':Ii . 'I i " JP',', ,'.\ V, \' \-. \',1 \r '~r( ~ ~fr jf' '. ~, ;,er \ . ,/. yc f' ' " ... -,..... .. \ rD' \ COMMENTS: . TYP~ CONSTUCTION:GI:9ro llRICK WOOD . . j 1"1- TYPE WINDOWS: ~~ WOOD IRON /,./); ~PI~, Ie!. L7~h..x'+9J+ . Mvl<L~ _ D' 50 j;) i A 2. .3'f x ..V.% a 15 J rrOstcA.fI-w'v!~ " ~o, S ("8tLX ~I SL L-~ ') vI'...... 3.- 'IT -~ I~ 13._ . rR'l- ~ fY'ffl.. 4.5/ SJr...r .J 7 if 8 . . 14. 5. 15. ....__ 6 _ 16._ 7 17~ .s_ 18. 9 19. 10.~ " ~ 20. OUTSIDE ~1EASUR.Elvrm'IT:' WINDOW NUMBElC . '0 BlW ~O OlaOM MOONIM:wo~~ l0:81 l002-b2-a~W 2S/l:a6ed lb21898. 1 Print View Page 1 of -I ,.""".......... '_"'M ......".,..... . ...""".,,..... '. . ....",om....... ''''''''''''''', ... .."......m...... .... ,...............................', . """"""""''''','''''' Print Specs. for Ultramaxx 0601 Double Hung Colors: White / Beige Int. Woodgrains: Lt. Oak. Dk Oak, Cherry Ext Laminates: American Brown wi White or Beige Min; 25-7/8 15- 1 /4 Max; 84 52 Max U.1. 136 Standard '-G. 13/16" overall DSB Clear/Clear intercept Misc. Options: Foam Wrap Grid Options: Flat, Contour, Brass, Woodgrain, Etched Grid Style: Colonial. Prairie, Doubls Prairie, Diamond Glass Options: ClimaTech, ClimaTach Plus. ClimaTech2. ClimaTech TG2 Frame/Sash Weld/Weld Construction: Frame Extrusion 0.079 Thickness: Sash Extrusion 0.079 Thickness: # Air Chambers 8/4 Tilt Latches: Low Profile Frame/Sash: Frame Depth: 3-1/411 Hariz. Metal Reinf. at: Meeting Rails Sill Design: Pocket Vert. Metal Aeinf. at: Integral Lift Rail: No Limit Lock: 2 Tiiple Seal Sill: Yes Max United Inches: 136 Sash Interlock: Yes IG Thickness: 0.8125 Accessory Grooves: Yes Standard Spacer / Opt Intercept / SST Spacer: Snap Legs: No Mullion Usage: UV10 Wood Jamb No Head Expander I SB! Opt. I Std Extenders: Anale: -- 'i:J.-- "m ..".n. ....-...-...-..... .....,...."...."....,,"'., ,.."......ti".,......,.......... ............"......M..... .. ..., ., ,,,,,,,,.,,.,,,,...,,,,..,,,,, .... ".",,"'" ",,,,,....,....,.. .",.."".., ""...... n 1/ I . I . rl fl)' \,. '1...... A I '.J D ~. . j ,,/,,-, " "" " "ll ^ J-"^ ''''~'''''.r~~ Itr.' nl'UlUr!l "'",. pun.... ,,,,,.... ~..... w.~+ OMO' ....-. ----"s'lw .:llj"- O'lC:!OM -t'iOONIM 'WOJ.:l .L12I:81 .L12I02-b2-C:!tlW 2S/8:a6ed .Lb21898 ,01 . Florida Building Code Online Page'lof3 Her Topics :. SubmIt Surcharge Publications FBC Staff . B . Product Approval USER: Public: User " EI:od.uct ~~MEnu > em..J.i!!:L.Qr ApplkallQf1 5ei'lr.<;;.h :> Al:u~.Ilcation List: > Application Detail i,\~j\~j{iJB~JWliJ\W~:1~ t~~~F@~~ FL # FL1233-Rl ~'..' ,f" '.. ,~ ' . ...... ," ,. ,,/ I ,.,.. , ':liJ~~*~;~~' ".1... ' '.. ~.. ':. , Application Type Revision "~~""1%/:ii~:~_ !:!;~~~!:t:it' ','.~.,~: ".. ",', ; Code Version 2004 ~~1~1~~~:;."~'~;',,, .:.', , ,I Application Status Approved (1'".~~ ,1i"~~':li, I ~ Comments ;~;~~:~~1i'~WM~_~ I), '. :"'il:',"'j~'I';J,I"~tfr~~ Archived i;ii;:t~<~;~:,'~~~:~),,':~:' . '. , Product Manufacturer Alside, Inc., Division of AMI Address/PhonejEmail 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2108 mfern baugh@alside.com Authorized Signature Marsh Fernbaugh mfern ba ugh@alside.com Technic;;:;1 Representative fvlarsh Fernbaugh AddressjPhonejEmall 3773 State Road Cuyahoga Falls, OH 44281 m fe rnbaug h@alside.com Quality Assurance Representative Address/PhonejEmall Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers . .. " ,..., -" ., ,. - BlW ..:IiJ"o"i(;iOt,r MOONIM":-WO,Jj . L0 :81 .LiJ02':b2'~i:!tJW 2S/6:,36E'd .Li721898:o1 Florida Building Code Online Page 2 of 3 Referenced Standard and Year (of ~j:andard Standard) ANSljAAMA/NWDA 101 IS<~ Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/15/2005 Date Validated 09/21/2005 Date Pending FBe Approval 08/20/2005 Date Approved 09/22/2005 r-.....mm.....__.....-- .-... ..."...."............................"....m...._........... . ... ....,'....,. ...~.~...'_N...........M"'~..Mm.."MM~..._"'" .., ...........'" . '''M MM.............""......''''.,. ". ".. . .......-.....,..-.....-............."... Summary of Products .. " .. FL # Model, Number or Name Description '....... .. ... - ......" 1233.1 0601 Replacement: S2x61 DP3. I package (3 earn locks/keE w/"H Key" Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ~ Installation Instruction Approved for use outside HVHZ: PIttL! 2.3;LR.~_CCertifil Impact Resistant: Verified By: Design Pressure: +/- Other: 0601 w/"C" package: 52)(61 DP35 (+36/-50) , "'" N'".~__ -.. .. - ." 1233.2 0601 Replacement: 52xS4 DP2, DPSS (+/-60), 36x72 DP~ " Limits of Use (See Other) Certification Agencv Ce I Approved for use in HVHZ: Installation Instructioi'i I Approved for use outside HVHZ: Verified By: I Impact Resistant: Design Pressure: +/- I I Other: 0601: 52)(84 DP2S,44x77 DP35,44x60 ~~~=~.~.~/-6?)~~6~?=...~~.:=..~~<~65) . ... - ... - - L____~l~~._._1 I_...-_.._~:~~__.._...J DCA..!,.d r:l1.in istratio n Department of Commun/ry Affairs Florid.. Building CQdr/i: Online Codes ilnd Standards , .. " ... . ~ .. ~.. ..- .. 8lW .:10 -OldOM--MOONH1:WOJ.:I . .L0 : 81 lO[f2 -:.. b2":- dtJW 2S/IJT:Cl6ed .Lb2T898 : 01 IB/0412El€l6 1~:08 3309222220 ALSIDE ENGINEERING PAGE 84 I A ~ 4.rchtteduriil Tetttng February 14. 2.003 Marsh FernbaUgh, Director of Testing AIside Window Company 3713 State Road Cuyahoga Falls, Ohio 44309-1365 RE: Masonry Installation of060l/06jlDouble Hung Window 3' 4" wide by 5' 0" tall. Dear Mr. Fcmbaugb: I ha.ve perfotnlcd an installation fa&tener ana.lysis for your 0601/063 1 double hung window installed to tnasonry block walls. The window size eonsidered was 3' 4" wide by 5' 0" tall. The design wind pressure for t:.bis window, as detennined by the testing documented in ATI test Report 05-30137.01. is +/- 47.0 PSF. My analysis B.9!iWtled \Ising 3/16" diameter Tapcol1 anchors with a minimum embedment of l-I/4". To safely resist the design wind pressure, 6 such anchors are required. At installation, Use three mchon in each jamb; one near the top comer, one at midspan and one near the bottom cotner. Thi~ installation detail ig appropriate fol' smaller windows oHms model subjected to the same design wind pres:nlre. If you nave allY questions regarding my analysis, please contact me. Sincerely ARCfHTECTURAL TESTING, me ~--;, ~I.o ;J;~e:ph . R . P.E. ~ v-6irector - Engineering Services J AR:j m- ec: 01--44093 05-30137 . . . \ ' ;. ." . "" 'I, ~ H ~" .', ..:. '~~. 7l :--A ~~r.~~ .1.'11//./ " '0.- I , pro.. .~ {i~~2t~~::::Z::z~.: ." ... ",,:'- . . ., 130 Derry Court / . ~"~Sf:';'~~i~~';i.' Varlc. PA 17402-940$ phone: '17_/64.71()o I e-lW "0 Ol"~f" ~e:b2-""W fax: 117.7&4.4"9 WWW.an::ht..cr ""M 2S/11:.36E'd .1..1721898: 01 DESCRIP1l0N - ev -- M 1/16" VAP<CtJN ::: CSJ ~1oINIWW Il / ,"m~ :;0 w FR~ (TtP.) ~'" ~V I .:.!) rnAIlrt<U: [lJ <[ .~ -J o <3" -C:> ll. I . ~ · 0 '." [lJ . (SJ ." . " " . . .. (SJ .-.SI .- ~ II . . . A -.J . . " . Q A tI on I--' .. .0 CO . I o ~ <l . . .. (SJ CO - "T] . -, . -- 0 1.!:1 3 Z .. H A E iL H w El-B z w CJ z 0 H E QJ j 1!KI.JI:i; E z w 'I. (J) Jln" t~ PEIl JAI.II. ~ AT EA.OI 0 100IMR MrJ ':1) AT -mE WG'IM,. JIMf) (t) II TIIf( :;0 w B I. B r 0 ILMl ANI) 5U A;f 1l€ WIClSPNI (8 mTAI.). CJ H sE1ttT ~M IlfNG'DI SIJCH ntAt A U1 0 -.J 1iIMoIl'W Eil8EIl&I:NT Of I ,.1/.... IS ActmIE'D "T] tl INRI H M~FtY !'flNnilG. ::: j 1NSl'JU. lAPOON ~ ~ to r :z. ill if'APIXM INSTAllAllQtol ~ :to SlAl K 1fl1'E'f1OA AND :xrn:I1Cfl P'EI11Iol(tERS -j 1"1'1-1 SUIXJtE I~ 0 .. '50 fOlAS()iIlrf FRAWlN~ !>>iOOlJ) ae: COHCRfJE. CO J/lfJ- 11IASl)t.l1ft~, al UCHlIOQ-lT "'A~ fil.O(;t(. m CO I--' A Jos~h A Reed [lJ -C:> 130 Oerr)' Ct -.J lSl 3/11" TIi'IXNS YorI!. P'A 17402 N C'J I f1. PE IS8920 N N ~ -,~S~S;:;~;~~?~ o. N SH&l 3/4" WOOD. 0601 All n:sr Ra'ORT , 01 ID r.IAX. (I) .-,.- :t r-cr +/- 1!.(I1 "., C15- JDI!ICIO.:01 ;r] ~.......,:.Jo- -~.i'rr,.:ct.. .......:;.-; , WASaI'n' . I:-r ~ $'-1" + /- 3.U1 p4If i!l6-3OllOO.01 .'~~ ~.~.~':~~~~~;. lr . ~J ~~ ~::- ~~.-~ fWAWWG . - .. ,-; :;.,i('_ :" ~ ..~._.,o;~,';'jYl" .. . to . . y -11' X 8'-5'" +/- ~Ol ps' i05-.Ml!OO.O I UI b 04- " _.,,;.l-~-:;i"'" ij~ .~"."",,-_.,.J lJ ~ ~ '.. " ill lSl 0." )'-e" Ii 5'-(]" +/- 56..0 p:sr QS-!OOOO.1i1 .'." ....~, '.D .-I "0 . ,..;.. . ~ ru . o <1 " _.~'.~t:..-r~ :'~":~' ~'.:~'--,"~. :. .. . II .. S~ )( ~:-ff +/- ~o pcf 03-DOO.I01 p I.D <.I " [lJ ::;) '4 <1 0 ~ D "- iD " .. 01 I:'l J" -(]I" )l 6'-0" f/- M.O p<<I l>>-Di In In [lJ "- A-A v CSJ ...... lSl ~cr~ Plt(UCl H.ulI:: 0601 DOUBLt HUNG A [ItA..... .-I Of-5J612.0f 122 -,34 woo: AlSlDE INC. AlASONRY INS'fAlLATION .......... .... lel/El4(:LEl85 10; ElB 331219222220 ALSIDE Et~GINEERING PAGE 1:l2 1 ~ Ar[:hltectuut Testtng March 26, 2003 Marsh Fernbaugh. Director afTesting Alside Window Company 3773 StBte Road Cuyahoga Falls, Ohio 44309-1365 RB: Alsidc 0601 Vinyl Double Hung Window (3' $" wide by 6' 5" tall) Installed to Wood Framing Dear Mr. Fcmhaugh: I have perfoI'Illc::<l EIIl installation fasten.er analysis for your 0601 double hung window install~ to wood framing. The window size considered was 31 8" wide by 6' S" tall. The design wind pressure for this window, ag detennined by the t.esting documented in A TI Tcst Report 01-32348.05, is +1- 40.0 PSP. My analysis assumed using #8 wood screws with a minimum penetration to the wood framing of 1-114", The wood framing must he Spruce-:Pine-Fir with a. specific gra.vityof G=O.42 or bcttc;r. To safely resisr the design wind pressure of the three sizes oonsidered, 6 such screws are required. At installation, use three screws in eachja!l1b: one near the top comer, one n~at midspan and one near the bottom comer. This installation detail is appropriate for sma.ller window!! of this model subj ected to the same design witld prossure. If you have any questions regarding my analysis. please contact ml:, Sincerely. ARCHITECTLTP_A\ L TESTIt-JO. INC ~~ J ~eph N. Reed) P.R irector - Engineering Services JAR:jar - .~. .""H..,l',/. ~. ,~'~l~:~,M:l. .. ...._ ...(~;<::'~~',~',~"~:'-.;{~.'~"''' .~~.. .:,' cc: 05-32348,05 /:~>~..~~+.~.,;~~.:~'Z'.:.' _.. ,',~. :. ..~~~:\:;::::;,~,:\'~ .:,.,;::,c'''.~:~~:;''~_' ',;. ;"=': :"~";';?~r. " ""I ;.. .': '. .. .~l.""'-:.-~~''''_ " :':" _ .::""'.' ~.'. _ . ,":. \'," ":~~.": ",' . , . ''r:."'"-::;~./''''' . . ,,:. .' . '.' , ... t ,.:'.,:..,- ....,.~". .,~~-:,=,:~;~ . 1 ~o Derry Court ~~: if. , 'J.. -', !' ,.,' York, I'>A 17402-940S ~' '., ,.' pho~e: 717.764.7700 C ~ tu.: 717.764.41i.9 ~ /2 :::>>/D"t WWW.Al.(.hte.n.cQrr! I 1./ - , . 4 """ 1.L....,T898.01 8lW ..::10 Ol(jOM r100NIM:wOJ..::I 8121:81 .Ll2I1212-b2-(jtJW 2S/~T:d6~d LVC. . DESCRIPTION . .~ . . -- ..... 14 ~:.,lllUj WDOICl 5aItElI 3 (S;) ,;-I-Ijof' ....... PEHl1!RA1ll:lJf -" D AI 1NTO FJI~ (J'\1P.]1 I w [lJ \9 -r:> q J I a.. [lJ (S) (S) \ --J , f-" OJ (S) OJ T] - -, Q 3 t.c;; .. 7" A E H B-B H l:k: :z w 0 w 0 Z E H J ~ (!l ':""" Z I. (3) fI!I IaXl SI:8E!II5 Pm .w.II. (H: A'r (JlCH 0 W 8 18 CO'i!NlR AHD (1) JIlT 1HE Ial!PAN. All:! l1l1i1 nil: AI r w hlEAll AJIlO SIJ. Al'"M ~M r 1'Ot,l,l). 0 Q SElEcT SCMW l8iC1H SUCH lHA A H WIIIIWW PO€1RAinI {y' 1-1/"- IS lOiIE'<iD 0 (JJ T] ...J 14'10 'JH[ llMal ~ <J: j 3 2. $I.L H 1f:'UilOR ANI 00"ERICft P'eJlM[l'fRS r rn "'TH SIftJClN ~ .1. TIl&R IFJI'AWM: 5I1OOUI BE S?iIUCE-PItlE- I"J;J (c-o.U) O'l llf:TJER. -I Q .. - OJ '""" lIIOCIO ~ Jo~ A Reed m OJ A 13() Derry ell f-" [lJ ,. WJOD "fork. PA f7402 -r:> f"L PE 156920 --J (S) N N SltII sp;- N wooa. (IeOf A'l1 1'tST rlEiI'oA T , ,.;. :,~,;.~:'~~~~~~~~~~\~; . {'l IIIn N 01 ~'-4- X 1'-li" + 1- 2500 p1rf 05-30S00.0rI I;S) M lUlIER ~-4. IC "-1' +/- .J5.0 pri Q5..,JO&'IC,. 0i1 .,.. "~ ...~''':J''~.. ~-O'-~ fIl " ':- -..,.~ ~Jr IC" iii "'. . flWotIlIC ~ .. ~~~ "'"...._,.. _~"~""1i'." ]'-t/' X 1'-5" +/- 1.UI'" QS- 5ll5OO.0I f-- .l$<'.:.~~~::~ '~\". ":' co .~~~- . ~:iG.2.{)~' -~_..- (SJ 3' -!f' JC 5'-0" + J- 5l5.0 psf 05-~11t .~~:'J;~:,"~::~~}_': ~ I;S) 3'-... )l S'-ff +J- !6.U pili M-306llO.m ..... 3'-0' lC' 8'4 +J- ~o pst t)S.-JO!i(J(lO'I - - --." ,.~ _,... IM.t;, lV~"","",:--,; f-" t1J ;. -~:" .':~j ,--,~~C:':'/~~<:-- . -l( (SJ 0- -.,". ,Ok<<. J -~ ~ <Xl ~:~~:~;;~~"r;: ii, J [lJ N A-A .... '<Y crJ "- F'ftIAIi:CT HO. ~ MAlE 0601 DOUBLE HUI"JG :~ tRA-.G m 01-53512.01 rl WOOD INST Ali..A TI ON 122-l-4 <:18f1: AlSlOE INC, r ~ .1'....... Florida Building Code Online Page lof3 . . \.:.'(0.:':- <~"~:'iJ)'~'~'~"')'jlll~"\'~"t.;,~r,''':!~,^!,''' ,~'\,11111';",t 1'-"'"",\ ",' f~ "'~ ... :i";'.; '?r'~::~f.~ ~~~'i: .9:~/\:/'''oil"t,)~I~~1j~ 1l~'rJt ~~ . '''\~ ~iJ1I'~~*"I}htt\~, ~J'l h", Jill',,'} "'/~ . \lk.1~ ~,( ~~ ,,"- 1>,(j'," J,.. C"':1B' ....:;5 ..l.'.....'.) ~ .('.)'~I. ..<It'l,l' ',w." ("j~;.jj,),I)"I"I''i.''('''''l\ '"' ,)'/ "~",.\(,":II (I" : . . .; '~~$5~~#;l~f,'~/d:;!~~'~, 1~~~;~~'''~~~~{~ ~'i'f"I'l!!i'; !'" . t~>'!:':;;:~:il: 'r,!.,I \ ,,', 1"';"""1" "\I.f~:?;,q:'i , " . ';...~'" -~r:'J.! 'i "... ,... :irs.'r:Q:;.! lllnlj:J"/ ,~;.\ i""""u;,l'(' P)~ ")~, i, J :t' ''11./.:..''\ 7.: ~"""' j'J. 9. .;i i'"1 "~~""-\11~~1'1\ ~~,tjt~ ~~ ;'~J ~1, '~L'I'; ./t ,.J"..'I N 'J'! ~ _, !~'\~: I)' I jCl" ,~){~'H~~~, .tnp\ ., . .,: . ,::.~ . ..~":.: ,I ,'J. ,:'!~,;:,;~::,;;~.~':~~: .~, \~;:,r~~7tf::l' I':. I;:: .':~' '.":"~I"::" r" ',;.:':; I:'~:,: . . ""(/!,: .,;)",},..A~~~ifi<'I~~'1.~I~~.~ ~tri.;,;:JJI"~:;"""'~"Il!!'h',')~ J "",;:":':);;;~;.;...'Y",~~ '"<', " ~'-' l.i '~~~ ~~~ ':2.4~a,.J: 'i':C i0,~~~~ k~ II (J,t ~ ' ~;\ j\\)Jilj ~~: ,~~f:l! \"' r ' 'f .... l". :I ",' ;'.')' ,\ )1;kJ V'Ji,A 1"I?L ~Eu}"~ ; . ,....'-.. "r ~\' ~ ~ ... ....::\:' ~ ""~~~'flllJ""'l? 'l~)"'l'l-l' . ,.,;,,! 1'" rn\(y "," .\:,,,,:,: "~..~:..:-;,~" t~l;ir:~:e.' ~~~1~{:..:tS" :" ~;\I"f.!lf{~~g~~}~~ ~l.; ,~ 1,,;{;~',~~t"J;:tGfl~~~-\~:~';'''-'''(:' /,' r~r;".;:('~~, ~/;~l,~l, ,.I"J(1~~~~~:" .' . '. :r.~:. . '1i~i BCIS Home l.oll In HacroDlcs Submit surcharne . Stats & Faccs Publications FBC Staff B ~,.;~' '1~~ .~ \~~~~ ~ r......... \~f.. ,:;::" Product Approval ~. ~~ USER, ,,,1,11, U." ,~ ~~jV:" ~ 1"" . ..iff.!; ;l~W~;, Product...8Rf!r.QY..<1J .tJ.!;.f.Ll!. :;.. Er.QQ..\.Ic:t ql" Appllq:!.n~Jp Eit.:}lI!J! > f.l.p.pllc.?tlol1 I,.I:iJ > Applh:iltlon Detail , .. ~....;" ,,'. ~ , .'. '/:"';.:S~~~~;;~;~t'.l:;j~.'~.:':'~;i;.}(~:)}~. '.~',.;'~:':i~t:;~~~~tt!;I~'~~~!, FL # FL6362 ...... Application Type New , ~, m.....:, }~~~;~9,g~~~~ Application Status Approved . . .. ,..,~".~ . ~,..,,~..., Comments ." '; """ " '~:~~:~;~;~JJ~lt~i.~&~~?~, (,L~:;2~'~~!ltf::~:': Archived Product Manufacturer Alside, Inc., Division of AMI AddressjPhone/Email 3773 State Road Cuyahoga Falls, Oli 44223 (330) 922-2108 mfernbaugh@alside,com Authorized Signature Marsh Fernbaugh mfern bCl ugh@alside.com Technical Representative Address/Phone/Ernail Quaiity Assurance R.epresentative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Regi~ Licensed Florida Professional Engineer Evaluation Report.. H'3rdcopy Reef Florida Engineer or Architect Name Wendell W. Haney who developed the Evaluation Report Florida License PE-54158 2S/ST:a6ed l.b2T898: 01 8lW .:lO Old0i'1 MOGNIM: wo J.:l 80:8T 1.002-b2-d~W Florida Building Code Online Page 2 of 3 Quality Assurance Entity Architectural Testing, Inc. Validated By L.F. Schmidt, P.E. Certificate of Independence f.b~362... RQ. COI Certific~t~_.Q.[Jnde"p-~ Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1714.5.4 1714.5.S Product Approval Method Method 2 Option B Date Submitted 0.3/10/2006 Date Validated 03/10/2006 Date Pending FBC Approval 03/13/2006 Date Approved 03/22/2006 I' . .. .......-....... .. ................ ......... . .. ... ......................... ........ . .... .............. . ..... .... .... ..... , ""'"'' '" " ..~""" Isummary of Products FL # Model, Number or Name Description -..... tI = ~ 6362.1 a. 3100 Structural Mullion - Extruded Aluminum Cllppl Replacement Constructior'! Masonry or Wood Openin~ I LJ.:;~~~~~i::r use I:"'HVHZ~ No l;~6,:;~~~~~I~~~~~C:i~: I Approved for use outside HVH2: Yes Verified By: Wendell w. t Impact Resistant: No Eva!uation Repo!"ts I Design Pressure: +120.0/-120.0 FLt?3~:2. RO_AE_EVAL 631 Other: .See INST 6362.1 and [VAL 6362.1 for I any ..~_~~Itl?nal size a!",.d use li~it~lions. _ ':'"alJ--;~.:,~~;" ...."...._. 6362.2 b. 3100 Structural Mullion - Extruded Aluminum Clippt New Construction Wood Openings .... Limits of Use Installation Instructiol1 Approved for use in HVHZ: No Fl63ti2_RO_.IC.INST 636 Approved for use outside HVHZ: Yes Verified By; Wendell W. f 11 Imp!,u:t Resistant: No . IIEvaluation Reports III DeSign Pressure: +120.0/-120.0 I FL63p2_RO_AE_EVAL 631 I Other: See INST 6362.2 and EVAL 6362.2 for any additional size and use IImlratlons. - .,. ... 1116362.3 .1~~'3100Strl..lctural Transo~ ~ Extruded Aluminum Clippt Mullion - New Construction Masonry or Wood Openin~ J . .... .,~ .. 0<.. _. 2S/9T:CiGed .Lb2T898:01 BlW .:10 Old0l'1 r100NIM: wo J.:1 80:8T .L002-b2-d~W Florida Building Code Online Page 3 of3 Limits of Use Installation Instructiol1 Approved for use in HVHZ: No FL6362_RO_ILINST 636 Approved for use outside HVHZ: Yes Verified By: Wendell w. ~ Impact Resistant: No Eval uation Reports Design Pressure: +120.0/-120.0 FL6362..RO._AE__EVAL 631 Other~ See INST 6362.3 and EVAL 6362.3 for any Cldditional size and use limitations. .. ..--- --_ .......::.l::.._.~._. ... ..- ..n.::.:.. '--'''-''~'''.~;'''''~_ ....;..__......... .....n.n l<.i.,' }, H.... ~'......:n"'.....c:......_._.._..__n.__.......". "'~ ...-.....--,.---....."....,....". I" B...:k l ~ext J DC~ Admir,i5tration Department Qf CommunIty Affairs Florida 2555 Shumard Oak Boulevard Tallahassee, flaf/aD 32399-2100 (850) 487-.1824, Suncom 277-1824, Fax (8S0) 414-8436 (f) 2000-:l005 The State 01' Florida. All rights reserved. CO.0:'rj,9b1j1po Disd Product Approval Accepts: fI:J_~a . \. .-. .'li".I'!lJ~ 'f! l!~ :l"'<lill.j'.,j ...--- '~f'M: ll' 't. 2S/.L1:036E.'d .1..1721898:01. 8lW .::10 Gldm1 MOGNIM :WOJ.::I 60:81 .L002-172-d~W 3: ]J AI I [lJ ..p, - I --A~ lHCAU5f. un I~ J'OR lIVlNG1J I , ,~. ~ ~ 'I~ C~~I\.'1 OJ I ~ PI *'~ f~'i~ 37nsrATE,;.~D. ~Ui'A.'-'OGFAl.lS. OH4WJ I !' t ~'~.. (S] PI!. 3J. g,;2.5J~a FA~ m-J22-XXXJ< y~.x. COMB'NfD .'.WI. CDMB'.'IrG I ~.~.;i ~ ~ ~ IJJ 3100 STRUCTURAL MUlLION ~ '11"'''" " '''''", J '= :~""~I"~"~~ J1 L H ~ Ii Jl; REPLACEMENT CONSTRUCTION ,"'1- _I I 11 ~~~;~t ~ (=,.,. .' J 1 r r II 1 e OJ . e ~ 5~1'C 3 ~. .~. \ II ~ s q1 g 11 .I=;; .. . I -j !~ 1i -lI,....lll.), -:0 "ii \ ~~ L ;~ GL"ZII'~G GLAIZIi\'G z . GLAZ:NG . '.;LN.',I,IG ~ ;.~ ~i I'; :z " a I L~ I ~ ~ "RODDCT ; P""DUCT! ~" ,"RDD'~T: o,'oou," ! ~ 0" '\ ~ '-S ILl I GLi\NJG ' 2: I. .. ~ .c.... JJ:R-UO"l GOAL MJ5T -STYlE BMCt<~l ?ROIJUCT: I '3 '" J' t5 (.4T h[},D ""119 SILL). .3 ~ 6~ q AI l~ j j I:!: . .::t:- ~ r . I ' I I ~::>.. 0 GENERAL NOTES: 1,.1 ; ;' ~~ g~i 0 . . J <t;'Q ~ ~ ,., , "'" ""'",, '"' "". ~"'"'w .,," " " CO""''",, "" "" nu"" L "L ,L J ~~" ''J, 8UilDiNG :CDE Ej(CU}Cl'~'~ rr~( ''fU:';h' 1iE'~OClrr ....LIRRll:",.ANf ZOIlED. . 53] ~ 4.le! ~ 2. 'J'COD Bj"c/<S i!t OTHER:5, MUST BE' ,!",ICI-URf:C PROP,,~L Y TG TP.M1S'lffl LG..J,S'S ~::< ;' ;;!qi m to 7.'it: SlIT:JC'l!f/E A'JD BE:" 8E"',1(,J'~ SV lH.E' BuiLDING O~F):"'L :r, j < (i<> J_ ,~!..::'U[)N A11C't.,')R EI.-I&rD.\.IE','JT fO BASE" ,\l1.-;-r,;t-AL Sl,l.JL~ ec B'€'r'O\!J -h~-!..L g gii -c J::. OqCSSi',J {]q 5 fliCCG. g:::~ u: ~. 5~P:4RAT!: oRC'Jucr flPP'?GI'4LS tOrr [AC~ GlAZ;,'i':'; P.'/OOtXT VSEiJ II'tn., 1!-'ES[ ~ LlAlI. X'\15'I~'SD -- LU.X. CCU~N<[: .--i ~I. t. -1 tt'UL!JOro.'S ,'.,lUST B[ StJB,,J.Ti[D .4L~IG 1,4lfih' 1h'l5" f.JULU,JrJ ?RD[lU;:7 ."P-?r::O'lAL, !JIUE!l'ShJi"J IS I CE II .Jll.JEt,IS'ON 15 I'mr" I:: 5. ,1.~CFDl7.l'IG aF EACH. CU,ZlJ.c' PfIODu'CT 7:3 TNt: i.lL"-L'O'J SH~~~ BE: AS SI-lO~l,'i '^'! ---II '.V2 --- WI -H-- 1~'2 ._ CO :\' E~Cfi f/;!J(;1CJJll GLAZING PF?iJDvcr APPiiC'JAL I. II (Jl f_ ANY CiJNlxno.~'': 'J:J, C[)'JEflEO J'i n-!15 E..AL~:~;;~N ARt: .5Vf1J(:::l TO $. [Pfl,~Ar.:1 ~ -,- :]'1 =, f] ENG'I,'r;:E.RlI.'G E>:,.lLWT,Oi'l. I 'i !' r- ) I ~ 1 I [lJ 7. .\~ulUO,'1 ~FS~~{J PqES~!)RE ar'.!U,':], SEE lOAG fl/l,TIMG Tm:"E SHEETS 2 A.'t-D J '. i' i I ~ ~ f ~ ~ OF rr-'IS i:l'1~Il'''.'JC. GJ..A2,'NG I . GLA,ZI,'-lG GLAZII,'G . GU\7r!,'G I I )11 8. ThT DES"GN .DRf:"S5li!"l[ RATI,~G OF 7HE: A5SE:,\'6'L~ S~ALL f1:: T'if LESSEFi.. 'i OF 'l-JE PRODIXT i PRODUCT; 2:, PRomxr I PRC.lO'JCT I tz.. UJ~::::' {:;JJPAC!N OF nx: .\IVWO/'J 45 OE7EP.\I!/'JED USING 1H'S Ai'PflO'J/lL ,:]ii 'Hi:' I;;:;:; I [~ DfSrCN .DRfSSLflE: RAT,'NG or TJJE: IrJDr..,n0A, GL\Z!"lG i'ROU'XTS \Jsm. ! t^, -c; GLA'lING' Z II ., ~'. 8OJ,'iDII'IG B:JX Dllo'f:NSIONS FOR ~OLt!7i1>:; SH..PES ,',Illsr Elf. fOL'A'- lO C.Q I I PROclUCT . . 1 2. 1'-- l :.:: LESS n'IAN iHE Rf,CiANCUI.>>I DtM~NSIONS Sl-'ai'l'N "'(R~IN. II 'j ~ . ! ,. ::. - . - .~aORT1"G ooc""""'rs .. nnn"-NCf ' GL4ZiNG . GlA2J/'JG ::;; .. Gl..AZI,'IJG'." GLA2J':G .' ",-,.-. ," ,~~" '" '''''-'~ n ~'J P , 'rT R . U '.- ,. "" ",,"oc, ~, OW, "",,,,-mm ''''-OM'' """" ,,"',".' PRGvUe, I Il ROOUCT L [RO:J;.J u I r p ,:),) C I ~ P,'1ACJCE CONi"ORIlING 70 Th'f R8:l!JliI(l.jE'll~S Of SECfoON :71..j.5.5 or TH( I ; 6 fLDR!:JA BlIl:..!JING COD[ 20D 4 E~I7){JN, .---1 ~ ~ i! ili ~ TYPICAL MULLlOrlJ CONFIGURA nONS """ ~ 7A8LE 0, CCi'<'/"E1'lTS .. ~ SI-'€CT # DESCRIPnCI\' ""-H..( I-" ! : '~ICl.L elEVATIONS & GENERAL IIOTES ""c,. "'" D2 ]? 2 i)ULLlOII L:J,IID !,JBlE FeR WOOD Sc.'iI!:".... A....CHORi...G (Hf. "" Ul '" UULuor,' LOAD iABLE FCfl IAPCOI'I A/W::'KlflII'lG CJ\.WI'" IOJ [lJ g ANCt-IQf1 D[TAI~S 4NO Sr::CT"~N !:[TAI':"S H.-Bu7 5 :HtfD lor" ~ ::: JJ AI I ru -P> 3100 STRUCTURAL III ULLION lOAD T~LE (PSFL _ [ ~ I " ~ TRlIlUT ARY IWIDTH I ~ ~ \l -'.! 26" 30" 32" J4- 36'" ~W' 4111" 42" M"4ti" 50';- - 54" . ~~ ~ 1 ~ ~) co I .- ...! t1I \"\ 64AJ EO.~2 ti.29 ~4 35 5177 4945 47 J.5 ! 45~2 4:]65 42 OCI 4IH6 ~R(~ I ~.5j ro. ~ ~ u ~ , ISJ 7625 7178 67.87 EHl 51.33 ~t4 to] 14 I 5H~ 5U1 49.75, 4793 .;<6J~ 14120 I ~ ~~ It: . \0 rH') '112--1 83.26 78J9 7L.lii 7G.4~ 67.13 &llca 61D: 53~1 56.43 54.33, 52.11 50):9 Lill6 . ~~~H~ ~ I' --It--. 9115 65 H5 8121 771& 13.52 7().lO 6717 &OU[' 1U4 ~~45, 57.29 55';~C51.~", ~ : r: ~'~. ~ ,., '0 1~.C6 942"3 0923 ll4ie e07~ 77~1 j 71.77 roll 57.a9 Qi;.2\i 6.2.M eo.~jJ. 5651 l~~J.;~ ~ '0 __ ___ 0 J E. 0 ~, {;i.AlING I C0~)m:I'~.20 103.00 98.33 ~H2 88.91 Bl:.~2 aUJ 77il6 74.71 71ffi'. el2.) 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I , rW'-11 H'2----i i' I 1 1,~SrRucna,~s fOR us". .~rH[ MUL1.IO'(J.!M!Lr~B~W-: I ;t 1. D!:7EP.,\IIm: :'HE OESIG't tCl'lD f![Q\,'.'RCMEN7 f'fR CVAPTrn !6 Q~ THE FErG rOfl Tlit L. ;: CJ.2il'Y.; . : Gl.JlZ,lN~ '3 , PAilffCtlLAR OPS'/WG. ~; ;;; . p,DeOUCT . PROuU(;f <i: '"' 2. FO.'I iHE ,.,.ARTICULAR .:}Pb~;r+~. Dm}IJ~I~'f: fHE YP..'!:Il.'TARY '}J.'r;~.~ ,JJW MiJU,GN I' ., '" SPAN, i'/f:FfRfNCt. 11-!( $1{t:TCHLi C,', rH.'S 5i'1EU FeR AI,,'LL'CrJ SPAN APIa Cl lJ G'..AlING ';! I fRlBUfARY rflDTJ.! [;flTRM','!),7Q'l. 2~ !IJ :: pRcover g '" J. 1.'1 Tf!'[ r.'.'~sl C.JLUII{~: Of 741' 7ABU:. WCATE JH[ MUW::'''J SP.Ii'J. ,'.'I 71-[ I'lflg ,.", 2/27/06 i1l .~ ,. . I' :5 ~ ROW or Tn'!: tABU:. WCATE ~h[ ffifBU"AAr j\'lDf"l. Ai rf1E f,\lfE,'lJf'[TlO~ c'r THE "'-'U. NTS .. i!' LJ ::li Rmy COMTAWING r"lt: ~lULL'(]11 So"M JIII!~ TilE CJCUW," cDNTAIN!I'lG iHf ::RltlUJARY _. "" 'i\I~ I-" ~ I W'DTH, AEAD I'-'l: ,l,h.KliON LOAIJ RATt.'IIG Cl'ifl\l iN 1'5". THE UULLl()'i LeAD ~nrJG \0 ~ ! I P.lUSl 81: [QUAl Te GII GmA'IR 11'14.'1 Irh[ OC:S}(;N lQ.4LJ RW,,';:/ElI.f.'lT ~JO[.GI.JINm <:he.... II'hll Ul _ IN STEP .' A80"E. "",,"0 ""' ru ~ fL-Bii7 g _ Sltt"' :2 (F 4 '" :3 JJ 70 I ru -J::> I . 3100 STRUCTURAL MULUONLOtlD T~iElLE (PSF) ru Q ',0 Q 7Rt3UTARY WiOl'H ~ ~ Q qJ " . . 2e" w :IT 3-4" J6" Ja" ~O' 4T 4<1" M" 4f' 5~' M" \i!~ ~~:~; I-' ~ _i~ s.... ,I \l] OJ 76" 64~3 €M2 57.29 506 51.i7 4R~5 47.i~ 45.41 4J.65 42.00 40.4a ::.9.06 1I.~1 ,] }".., _ . l'I ; Q 1---- ~~; fu: 72" 76.15 71.76 67.87 64.43 !JU3 5(1. .e4 56.1~ 51;~J 5L71 49.75 ~~.ro ! 462~ U20 IJJ 1-- :S: Lit.! :: I'I~ r- WI ~r IV2 -j ro" 812S T8.3~ 74.15 70.41 €?1O ~,k~o &1.i3 5.!J.a1 i 5tiA8 ~~.Jl 5234 511.49 I--~ ~ ~~ ~.~ lV~ i -- 01'1 \.-ii\ 'lI lj.9" g'; ~5 f:.5.85 31.23 7'.16 73.52 70.20 5717 :.44J i 6f.E4 594:3, 5729 56.26 5~.&' lJl N" B:. .I:: C ! . - ~\ . "T] ~~.81 U 1oI:;e ...;;J I: 66" Ii)), GO ~.26 83.23 80a .!\OJ 6 Tl.l~ nn 11171 I 67.69 f:.5.29' !J.&l 0064 z 11 Q <c . 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'1(FfREIJCE mf S.<rrCH[S (Jill I'rtlS StiEfi FOR ~lU!.llO'r SPAI'l AND .0 CJ ,I l ,~" " TRIBU,A'," \\l'Dm OUERM'Ii!\llON. :z JlJ P.~ODu'('! '2 . ]. IN THE 1'11751 COliJ',1," rlr THE TMlLL Ulf:A7~ mE M!,LlIOo'l 5PA~. I," ThE fIRS.. CAn: , 2/27/06 ill ~>< III ~<( RO'r.' OF 'Ht TAE/LE. u:C."J'E IHi~ TR131JrAflY ~ID1H. U ,liE '1IJF.f/SECflON OF THE SiX[ N'5 .. I . i j ~:> ROW CO'-llAI;'JI,~G THE PJULUON SPAN JI.'i/J Trl[ CG~.u'.\li\I CON~A'''''.',G THE fR,'.9UfARv coo:. .1I?r. '1M ru 'A"{)1H. READ THE I.lJll,Ol\' LOOI .qAf:NG G.'Ii[J1' liII FSF ThE: IIL'lLIOI\I lo.\[:, ftATJPiG Q }.JUS, m: EOUAl. 10 0;;1 i:f1EATER Ti-1Ar,1 rHf Df'.iIGN LOAD .~r:oU!fI[,W:;'J1 D!:1fiiM'lrJW CHA Ii"". 'A''''H -... Ul -L IN STEP I A.30YE ,.. N1JY.:Iot:J.: ru Fl.-Be) SHiEl J or " 3: J:) Al I [lJ .!:> ~' ,~ --j\ J.l S;J I '5' ...: \. (\ CSl ! ~. --! J75" ':' ., . M ~J J .75u ~ I I" ; (6) li(i )l :- '/1" . ~ ~ ~ M f-lo ! l 7<"~ 'I r l i 7f\l'OC!J ~jC~iWS \1"~:1;'; OJ L...- ,~ :~ ~L!l a. ..t~.'i . .. , 'I '11' ~""~ CSl ! 1 'I /, t~" ~ v IJJ ~ I l: 1\ 'J ~~. -!..<! w ~~ 0-0 C \0 , ~ l ;/1' i1>:::H(4. ~: ............... I t'I ~ ..J ~ ..~glll~~ll:; .-: ~ . '" /,1 )'IIUN'4..r:\. . I - :::::,. ~ n "" '~2 -n I I'. :.J "2' - \ I..:n 'I ! = ,I n "Z" g .., ~m--- +lJ I . ., H/'.WN I 'j ij;JlF~; ~ ;"727" -1' r - r - - I i !:l.18EO. ,lNrHOp. i').21( STUD II <i: .n "-4 <D ~'~""-~ .. g fl CIt.~~R ~:Jtt. . ;~R 7G 2X alli~ j ~ ~ ~ ~::. E H." NO. B[ ~!Qli. , Slt'fG J 1 C' If I 1 Ir,. 'I t ~ . ~ ; H l~ JSt:O """'UJ USWG lIAr'L: 605J-T6 ~ :~V1'.oD srcnl~ - ,." . ~ ',Er' d' ~ . :z (;C\~GRET[ S.:::RfWS '" '""" ,.ne. J ~ "J 0 jq . ~ 2X 1./1\f'L. SPR'JCE, d ~ - . PI.'lE, ::JR "}'1 SG ; .~ III /\ 0.42 OR 8!:rrEi1 ~" ") E .. l 09 ~~ 0 ~ . I I . I ., I I ._...L~ l ~ I \. I. ~g ~,~:J fd 1 . ; I-J/B .....IN. C>:.'" i:]~ 0 /,l\Ji.L;a,~ ANCHOR 9F?AG'KET 5~m ~- i'MSm. '-:tii ~~tj ,\\A7'L: 605J-T6 " <<,,5 . c,a 0 = - \ 9:,-, >-; :z:'-' '1 -. ,~~, ~ '" I" ~5t- ~. g~ r- _-.J ~ "\..-\4) j/dl ;.c 2-1)'+ ::'aJ'\'CRE:r= ::;~ Lo..: t.IC: 3: '- - . . 'y/ S.;:::RE1lJS' P-:~ :~l h:i5 r ~. /, '''I'' -OIG" ~1"'ll'CE ,-. ., ..... "'u "':z: ill ; I . 1/ 1..111. t. _ J~.J \l .2:' ,(,.:1 / ':':1 "'l" -.. 2:.0;:;:: . "/I . U ,---' --, ,::l 1;::a.. 0:';;:. ". l g ~~ ~ ~! / i:: :<~; -l .Ai ,- ~OP','2'~,'\T.4!... .J,L~,\h,'tJ"J IlJ"',,l.lOPIJ 1';--:: <1 - / '\ (.j~~)!J? S!:'>',l;;lArr ;.PP.~av"".j i D OJ n, .I \. I ' gj .\! ~_~__~________~~~/ I l=U l-i/~" j,,,,~ ~(l ~, i .!:> DJ~ C:.I&D. t~ _ _-=I ,~-J .r ~. ::r- . '9 \ i I ~ , i cJ " ! ~ ,\ (4J .~10 )( J)4' ..:'Y 1'057, . '" . J .. \ \ ~}1fE" ,lJl'TA!. S::;R:~'S BRAC.'(t'T' ~ I ,#8 X J)4" S.\lS :!,4 SMS.. i J \ NIULLlON, / .. \ ! ~ c1' ,/ "'- ~\ . I, ~.~ ~ ; d i t'" = -;. \ ~ MICrfOR~~\, i, I ,~ .~ ^ j /~ [. I 0 \J .. ~ ANC.YClA 7~ .VASOMR'r' ~ \ ;~ ill 1l " ~ v51.W; 1)4' Y. '-3/4" " j ,. -(4,J 1)," 1/ 1.-3/4" ""'t,2/27)06 :::l ... .~O"'~'?flE SCRElIS .,/ r01,Cm:n SC~EWS ~ ,'ns .. ~ fM!N ECGE ,:)1'i7MCE IS 2.S"j c.... "'" w.,. ~ -5 .L 'cbG.. a-: ~';M " ~ BASX: Mo'tl IO~' BRACKEr A~'CHOfi\'r,G SASJC IJL\'.LiON 9RACI{E7 ftJ.CriORII\IG" ",..."'" "L g] ~ Far? CONGflGt: -SCREW C:JII'NrCllONS ANO F:JP. \IIXD SCREW APPLICATIONS FL-8fi7 i S!.JS SCRr", :'MtJLL TO WLL] COIJ/,'fCrI\JN5 ___"""" 4 '" '_ Print View Page 1 of 1 ".,.., ....m... . ".,,-,,~ ... . ."" .......... Print Specs. for Replacement Awning 0951 Single Vent Awning Colors: White rraupe Int. Woodgrains: LL Oak, Ok Oak, Cherry Ext. Laminates: Not Available Min: 16 19 Max: 48 48 Max U.1. 96 Standard I.G. 13/16" overall ass Clear/Clear Intercept Spacer Misc. Options: Foam Wrap Grid Options: Flat, Contour, Brass. Woodgrain, Etched Grid Style: Colonial, Prairie, Double Prairie, Diamond Glass Options: ClimaTech, ClimaTech Plus, ClimaTe~h2, ClimaTech TG2 Frame/Sash Weld/Weld Construction: Frame Extrusion 0.080 Thickness: 0.080 Thickness: # Air Chambers 10 J 6 Tilt Latches: Frame/Sash: Frame Depth: 3-1/4" Hariz. Metal Reinf. at: Horiz. Sash Rails Sill Design: Stepped Vert. Metal Reinf. at: Vert. Sash Rails Integral Lift Rail: Limit Lock: Triple Seal Sill: Dual Seal Max United Inches: 96 Sash Interlock: No IG Thickness: 0.8125 Accessory Grooves: Yes Standard Spacer / Opt Intercept / SST Spacer: Snap Legs; No Mullion Usage: UV10 Wood Jamb No Head Expander / Sill Opt.! Std. Extenders: Ang!e: .. U. 'H'~' ,,"',.,.. ...n.. nrtn"//\.V\lJUT ,,1"':...1"'''';......l.......,''' ~~+'D_:_.u:lb2Y8g8:oT.'. BlW '.:::l0' dl~OM 't'inJIF{:woj~ 01:81 L002-b2-d~W 2S/22:a6ed . Florida Building; Code Online Page 'I of 3 :,';'fWJ~:kis.:j:t~~\,K::,,~';;";~ ""!,.""~. 11l~~i:2t~ ~:~:~ii~t;i~~~;~::i::W::~~z.:~~~~'::;::'::ii~~ , Met Topics , Submit Surcharge : Stilts & Facts Publlcaliorl;; FBe Starr B Product Approval USEI{~ F'ubJil: User !>ror1.!.t~,t I-\pgr,,9xal Mf;,D.!.J :.. ProdlJ.(i,Qr App.U!::.i'ltion S,t~iln~b > ApgJKil.ti,on Lis~ ;;. Application Detail ;:~i):I~n:r~fJlJi8~ll;ili>m~Wl.r,;;~~ H'"'\''''m~l,)I;ll!''' FL # FL3784-Rl ,~;,!""..,I~\Wt\, ..' , ,,~ , ~,~}~J.~'., ,I" '.' '.i ~, ,. \ '.,'.' :.'~ ,: It:.',:' ~ " 'J",,'m'I"')UI'\(~R\)iff__~ Application Type Revision '''''I&'''l~'~1'4l~~~'H' :J;~1\;~::;:;~:~;1~~~;~~ Code Version 2004 ,.' ':.. ';t:~"':PY).{('~''11'~li~~:I~r'__:____",_""~,,,__,___,".,' _ Ji: Application Status i[:I;t:r~~:S1~;!" \' " Approved Comments trt)p<~~~:~:.;~~~~:~~ . Archived Product Manufacturer Alside, Inc., Division of AMI AddressjPhone!Ernail 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2i08 mfernbaugh@;;slside.com Authorized Signature Marsh Fernbaugh mfcrn baug h@alside.com Technical Representative t"larsh Fernbaugh Address/Phcille/Emaii 3773 State Road Cuyahoga Falls, OH 44281 mfernbaugh@alside,com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Awning Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers http://www floridabuildinl!,nn1/nr/nr !'Inn Iltl O\ct"\v.)T\'....,'m-m(:CUVf\..,+f'\~.\~l,,'i~V~,.I.(jt=8T .L0(P-.!b2::?JtJW 2S/~2:a6ed .Lb21898:01 8iW ~O OidOM MOONIM.WO . ~ Florida BuHding Code Online Page 2 of 3 Referenced Standard and Year (of Standard Standard) ANSI/AAMA/NWDA 101 15-2 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/16/2005 Date Validated 08/05/2005 Date Pending FBC Approval 08/09/2005 /"'...'.....'.."................-..-'.''''.'''.........'............,.. ,........"'.., ....,....... ,... ...,........... "." ,,"'.........,_.....,.,. .. '. ..,'-..................... .._, "'............,."'.............. ". ....'..' .........,.,...., ,., . ..... Summary of Products FL # Modell Number or Name Description 3784.1 0151 New Construction X: 48x~ 1/8" glass I Limits of Use (See Other) . Certification Agency Ce I Approved for use in tiVHZ: Installation InstructiOfl I Approved for use outside HVHZ: Verified By: I Impact Resistant: Design Pressure: +/- I 'I' Other: 0151 :48x32 (1/8" annealed) DP30,48x24 (1/811 Annealed) DP40 13784:'; 0153 'm. .'. - ~ew cons.t~~~- u;;;-:~ I " DP3S; 1/8" glass I Limits of Use (See O'he') I Certification Agency Ce Approved for use in HVHZ: Installation Instructiol1 I Approved for use outside HVHl: I Verified By: I Impact Resistant: I Design Pressure: +1- Other: 0153:48x72 (lIS" annealed) DP30, Ii 36x72 (1/8" annealed) DP35 II ~- .. .... ,:: - 3784.3 0951 Replacement x; 48x32 D~ j 36x24 DPSO; 1/8" glass \ Limits of Use (See Other) Certification Agency Ce ! Approved for use ;n HVHZ: Installation Inst!"uctiol1 I Approved for use outside HVHZ: Verified By: I Impact Resistant: I Design Pressure: +/- I Other: 0951 :48x32 (l/8" annealed) I DP30,48x24 (1/8" annealed) DP35,36x24 (1/8" 1 httr,,/lnJ""" f1,,,.i...l.,h..~l.-l;_~ .-_.-I__I.~- .--- .J.. -;-::'1---0'" 8lW .:JO~.O~l.'JU""'M.~MOONlf,1':wo-j~-- . 01 :'81 .L002-b2':';;Jt:JW 2S/b2: 036 E'd .Lb21898. u 0 _ Florida Building Code Online Page 3 of 3 ~anneale~) DPSO .. J .... '....MH.... ----. '''~'~''-''''._'''' _~",...'u_ ~,,_.. .,.........._...... .... ..... ., .~:.._. ......... w., .... m.._......__.......... .,.".........H.. ~"~""" _.....,.::....___ _._. ..,.. > ", .......m .. ._.. ..__.... .""..._.........__.. . .."..... ..."""". [- ~ [--.- Next. _..J 6ar:l{ ''''''--... . I,KA.AQ.!:!!.!.!:!.!.iation. Deplutmenr: of Communltv Affair~ Florida Building Cade Online Codo~ and Standards )555 Shumard Oak Soulevard Tallah(~.55ee, Florida 32399.2100 (850) -187-18;;", SUllcam 2//-1824, Fax (850) 411-8436 (~) )000-2005 The State of Florida. All rights reservco. Copyrlglll and LJlsc.1 Prod...d Approval Ac.::cptl!l; ~-~E '::; . .~.,..tl?l:k - fl1...""" . :$~".\I"Dd ~,..,...--", "lUll'''''''' nttn://wUlW t'\>Tl(bhlliJ,-!i...,., M"'/~p/~~ Ib2189s-:'oi'Cl.--.S'lW .:::IO""OldOM~~1ciciNI.M.:wo::(T . 01:S1 i002~b2-~~W 2S/S2.a6ed 63/22/2667 05:56 ::l:;lEl9222220 ALSIDE ENGINEERING PAGE 02 6- ~ Arc: h ltectura I T&sI:1 nil October 1, 2004 Marsh Fernbaugh, Director- afTesting Alside Window Company 3773 State Road CUyahoga Falls, Ohio 44309-1365 R.E: Masonry InstaJ1ation of 0951 Awning Windov.s. Dear Mr. Fernbaugh: r have pc:rfonned an installation fastener atlalysis for your 0951 Awning Windows instal1cd to masonry walls. The windows consid~rcd Were as follows: Siie DP Test ReDQl1..MQ. 4' 0" x4' 0" 20.0 flsf ATJ 05-51610.01 4' 0" x 2' 8" 30.0 psf ATI05-51610.01 4' O"x 2' 0" 35.0 psC ATfO.s-S1610.01 3' O"x 2' 0" 50,0 psf ATI05-5161O.01 My analysis assumed using 3/16" diameter Tapeon anchors with a minimum embedment of 1-11411. To safety resist the design wind pressure, 4 5U1:h anchors are r~quired. At installation, use two lilI1chors in each jamb; one near the head and one near the sill. This installation detail is appropriate for smaller witldoW5 of this mode! subjected to the same design wind pressure. If you bave allY questions regarding my llnalysis, please contact me. Sincerely, ARCHITECltJRAL TESTfNQ. INC ~4~-~ 'W'.~ '''L " - Joseph A. Reed, P.E. Dircctor- ~nginflGring and Product Testing ""., ,~,:""'~'~~':~~"':r~'J:=~,,.~ .;'2~'~'~,-~,.. IAR:jar J:.,'>.,.,....""--:. ~ \: . . ..#Te.... ~~~. ;,'~t..,..:..;.. ..:..~.i:::..l\."...O- ~."...~{i)":"II7.c:!)~',.:-;j,....,,~...; . 2S!;.:;;;:'#;j.~~."" ~1. '(;-4;"0. ~:~(~'c . c:c: 53790.01-122<!4 ,<,~,f"<;:~':~~~~c;;': ~;J,>'S\~~/~~:~ . . .....~._... ,Jc,r;...".6ti..,. <;..0 "'~ _ .'.. ~",;:~".r~~' .... . \:'''!f: '~;g.=~~~:. L "":-:~.~ ~TA'J1;'-O~~~'~"" "~~::~~"~;':-'~' _ , .... _''::- ~..'.<.t;;.,:.~~:;";';Jo~. ;.;~,i:.~,-:-o:;:.\O""" ". .....(OR\Q1>-.. ~~~"" ;'l~......^.:....:..~.:...~ g~.. . ."..,~ c:a~"'''' ~':<'.; " .~:;.;;e,. 8 ~.~~-- ~ .. .,...... ..'.n.,' .. ".. ~ . ~ ." ..,....,,_ . ....~~ 'OMi..';rr" !I,o'.-tlr~.~~ 130 Derry CCl1.Irt . ? -;:"":_~ YOrk, PA 17of(JZ-9"'05 ".,~~ D!lont:: 717.1~.7100 fllX: 711-164-4129 r /0/7 /0+ www.archtesC.cOIT! 2S/92:a6E'd .Lb21898:o1 8lW .:lO OlC:/OM MOONH1:LUOJ.:l 01:81 .L002-b2-C:/~W OESC~IP1JON BY - {J) :3 ~ ~~~7~ JJ AJ W \ HI" m', " I ru I.!J ..j:; <I I CL [lJ GJ .......... '"'"--.......,...,,~ GJ -.j I-" CO I-" I-" '1 -, 0 l!J 3 Z E -I SECTION - 1m ,-". H W :z w ~ 0 Z 0 H E (.9 :z E W 0 AJ W HmDl; r ;::a B t (2) JjlS" OIA. f N'COIIS I'EFI JAW. (1 J NU\R H HrAD 0 ..... (JJ ~ NC:I. (I) NIE~I 1HE SLII.. (4 lIOTAW. SEller SOlEW 0 ...J '1 <I I...E>>rnI SUCIHlH.U A IIINI4IM Dl9miElHf Of .-1/" IS ACHIEltD 'HO Ml4AS<HtY fll~Q. :3 r 2.lHSTAL!. 11' Aif"OOIIf ~i:HORS J.C<XIRDIN(; l'C1 ill JrAPOJJlIMSll'N..LA11lON ~ J. ~ li'f'EB1Cf4ANJ ilEX'ltlFrolt f'tJlIETERS. -1 'filM Sll.IOON: .~ 0 .. A A ~. WASa4RY flfmItlG StiOULDI lIE ~, CO m I.lASllNAY BUlClC, oilR ~1GIlT IU<!OiRY CO B EIJI(K. I-" Joseph A RaJd, IP.E. I ru ..j:; i ; -.j ~ fL PE 56920 .:'1 130 Deny Ct ;"'1 EXTERrPR ELEV A nON y 0f1t. P A 174G2 \:'l C'l C'l . :,.~~,.~tf";;A;~~;';;r... . en (SJ fJ1 ~- 0<;-' ......... ~<:~r.":"'-' ml '~:i~.~ .....,..:..\: 1\ 11 ~ORT I fRAW[ SZE (In AlLOWN3I..f D.f' -'JC'~ .. ~ .. .,4f};... . :':>~f~~~~:~if:~~':'. \.Di ~51610.01 -46X-43 :1:20.0 ptrl ~I 05+5.610.01 -4fI X J2 "lJ :I::JO.O jflf . . ...... OJ SJ 1il 05-+51610,01 48 X 24 :l:M.O PII' I'D .. 1"-' ru (S) 05-+516 J 0.111 Ja ~ 24 :t50.0 psI -.j ~ "- C'l <Jl "- ru 01 N "'- ~ClIO. I"RO.E C r NAWC.: ()951 INSTALLATION A [)RA\IlHC; f'J CSJI 5J7~.01 T 22 -34 CI.JE)l r: ALSIO[ iNC. MASONRY INSfJ'llATlm-l OETAtlS ..-r.... 1a3/22/2007 05:56 3309222220 ALSIOE ENGINEERII~ PAGE 04 & ~ J..rt::h1t&ctunl Tutlnl {X;toner 1,2004 Marsh Fetnbaugh. Director of Testil'lg Atsidc Window CompDJlY 3773 Sw.c Road Cuyahoga Falls, Ohio 44309-1365 RR! Wood lnsta.llation of 095 1 Awning Windows. Dear Mr. Fembaugh: 1 ha....e perfonncd I'Ul installation fastener analysis for your 095 1 Awning Windows instaUcd to wood framing. The windows considered were as foHows: Size QP TIS~f Reoo[f No: 4' 0" X 4' 0" 20.0 paf ATI 05-51610,01 41 0" it 2' 8" 30.0 f1sf ATl05-51610.01 4' 0" X 2' 0'1 35.0 psf AU 05-51610.01 ~I 0" x 2' 0" SO.O psf ATI05-St610.01 My lUlalysis ftiiumed \Ising #8 (0.164" diaml;ter) wood screws with 8. minimum penetration of 1_114". To safely resist the design wind. pressure, 4 such screws are required. At installation. USe; two screws in each jamb: one near tbe head and one: n=lIr the sill. This, imotallation detail is approptiate for smaller windows of this model subjected to the same design wind pressure. If you have any ql.lQstlons regarding my analysis, please contact me. Sincerely, ARCHITECTURAL TESTING, INC tI::~~. ~..~ Joseph A. Rced, P.E. ,~, Oircctor- Engineering and Product Testing ;~:~:~:. )-~ ~~'~";::.;;~";~:;'.;t., ","" c." C~ ~"'."('" ("e{l:,.....~'..,. JAk:jar " ("" (. L .r.:: WI' ~,... ,..-.~ /"~\fl".'... ~~.--:), '-.";;;;~~;~~i~;~t~l~.,,_. cc: 33790.01-122-34 ,....~;...~ ..~ST.A.Te~O~~~~:. , .' ........;..;.~. ..... ~i."'ofIlJ' !~t '. ..,,:,'i;~~..~O .... ""('OR\\) ....., ,,::;':'. '" .;",',' -; . ~ . .. ~. " "~it~ ~~.s;.-.d~~...,~fi" ,,0$.,. 'JONA,.\o.;. 7-" t 30 Der~ LOUr{ :1 "',~~."" ". ,,',," Yorle, PA 17-40Z.94CS ~r-1:;;f phaReS 717,764.7700 t~~: 717.764'412~ Id (11 www.lIrc:htest.Com 2S/82:a6E'd It>21898:01 8iW .:10 OidOM MOONIi'1 :wo..J.:I 11:81 l002-t>2-d~W DESCRIPT'ON _ !BY - - 3: ~ D Q ~ I ru W ~ <.!J I ~ ru ~ Q Q -,j ............~ ",.....-... \..-..., I-" co I-" I-" '1 .., o 3 <.!J E Z H H Z tlJ SECllON -. 8!B. 0 w 0 Z E H ~ <.!J 0 as _IUll.-cl f!J W 0 Q -; 8 ~ 0 ~ 1. (2J) ~ WOOll SCJilEWS Pm J.liIIB; (I) HEAR N: HEAD AND '1 <[ (II) ~1EAJl M SRl. (+ TOTAL). saE:C'T SCREW lO,arr.! SWi ;a lWoT A ~I Il9IElRAncw ~ J-,/-t" IS ~ WHO OJ THE: .'I1IlIBlR fTUMNG. 2. Si:AL 11~ 1NlrmK)li! AIiO EX1ERIOR I'f.RIM[1IRS -1 Willi SiJC:(fj[ CAUlJQNG.. 0 J. 1'MU fRAlIN(~ $iCllJU] BE: .$fR\JOC-f'lHE- ~ m('~~)~IKrnR co A ru 8 Joseph A Reed, P.f. :':J FL PE 5S92'J ~ ~~a N . . Yolk, PA,17~.., ,_ . '. N EXfTERIOR ELE'.IAno'" " "~'..'" . .= , ('I , . " n ....;.;;.,~,...'. ....utJ.7!~ii.t-.. '........;,;,.':'....:~...... N ~ ...."" ~'r....,... '.IOCr.: ;>1)'" .; 01.;',:-~ n.~ "'U.~"I" ',~"":-:l.:. . ill .. ",:: _,,~ ,,.s "'",FIn-I:\, ~.'.';:.. "'.__ .. \T1 ~... ~ ",,0 <;..\. ~"""~'"'' "" ('1J, ~::;' _~ .. *\~.: '.' . ..-J"'A~. ,,' _ :;"". ':"'. . , : oi-'-~:-:'-"'tt' ~"~If,; _ .'.';.;.. _~; ,..,~~ !..~:-=- . ::.~~,~~.' 'l An., REPORT , fRM4E SJZE: {In AllOWABlE O.P .~ .....~:,.~~.,.- S~92t):~. ~"'-:;' UJ ' :_.,....~ ..":-:" - i> 1] ~ OS-51610.Of ~ X 48 :t:2{).O pst _ . \.1. ,.::.,~" llJ LOt ~'Wl (] , ~.~ ~ . ',_ _ _-; 1:<" I~ o:~:t. ~ CiJI fJ!t-5161<101 48 X 32 z..J'Y. p'-,.'"o ~ . ;:; IA'::>t)(). ::'."4.:./i-.' , .. l .-..,.... ".. ..... ...,. '. [lJ '--. 05--5Hi10.01 4a )( 24 ::tJS.O pt1 ,:~. ~'",,9.., ""t..oA\~''':' . ," .: \0 CSJ · . ...,...;.~.".~ .~.f., ",,;"t<1' ;. " 1 dJ ~ OS-51BJ<I.0l J6 X 24 :1:50.0 l3~f~::,;~::-..'J%:ii'AL:". '.~. )0 1 ru C'l C'l M JfiOJECl jlH'l PfiQ,[C7 ...u:: 095' INSTALLATION ... IlRAWIlC Q 537ge.01 ............ WCIO{]) INST.M..lATION DETAILS 122 -34 a..DlT, ALSIOE INC. ~r......