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WS-10-132 != Miami Shores Village.F 001111114 lift W � 10050 N.E. 2nd Avenue , z Miami Shores, FL 33138 -0000 �r F Phone: (305)795 -2204 r�ti xioRtt� Expiration: 0810212010 � r Project Addr P arcel Number Applicant 14 102 Street 1132050230120 JUAN PENA [ MitmiShores, FL 33138 Block: Lot: Owner Information �� Address Phone Cell JUAN PENA 1400 NE 102 ST MIAMI SHORES FL 33138 -2622 Contractor(s) Phone Cell Phone Valuation: $ 3,200.00 LOWES HOME CENTER INC 407/370 -2872 Total Sq Feet: 40 Type of Work: DOORS For Inspections please call: No of Openings: 2 (305)762 -4949 Additional Info: IMPACT A vailable Inspections Classification: Residential In Type: Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $2.40 WS -1 -10 -36912 $ 135.40 $ 50.00 - Education Surcharge $0.80 ,. <• Y' Permit Fee $120.00 WS-1 -10 -36912 $ 135.40 $ 135.40 $ 0,00 Scanning Fee $9.00 Check #: 3292 Technology Fee $3.20 Total: $135.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. February 04, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy February 04, 2010 1 ! I!!!If 11111 lIII��1!!i !I!!! 1111! I!!I! bill III CFH --'y —#:LrJR00253?2 OR 9k 27148 P9 27591 Qp9 ) RECORDED `:131l13f2010 16:01:54 HARVEY RUVI N f CLERK OF COURT Permit# Folio# MIA1EI –DAQE COUNTY? FLORIDA LAST PAGE NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property and in accordance with Chapter 713, Florida Statutes, the fonewing Information tsprovided in this Notice of Commencement: Oft apace rescued for recorder 1. Legal Description of Property: Lot i Block 3 Unn S Bidg # []Lengthy legal sttachad Subdivision 1 Condominium y %it m day Q,4. a Street Address if available: I yen NC- 10 S P 2. General. description of Improvement i- , Z i r 3. a. Owner name and address: Suuvr Qh a b. interest to prope 1400 N E Iv2,•-4 $T INt' ry " CL. w s FL 33 t3 c , Name and address of tee simple titleholder (if other than Owner): 4. a. Contractor name nd addre"i - 7Cq b. Contractor's phone number. $S29 cng4 �• aa,ar k C i r ci fr t� <� hd p G L �ti8 j9 5. a. Surety name and address: Pw1i b. Surety s phone number. �� 5 a C. Amount of bond: $ y . r •a ey e� 1 �pJ it S. a. Lender name and address: ono b. Lender's phone number. 1A 7. a. Per vitled by� Flor des ida statutes: Own er upon whom notices or other documents may be served as 5 Name: Address: b. Phone number. ,r b S. a. In addition to himself or herself, the Owner designates g to recehre a copy of LMnoes Notice per Section 71 / b. Phone number of person or entity designated by owner�C�' 9. Expiration date of notice of commencement: `� k (the exPMon date is 1 year from the date of recording uMeas a dffrererd date WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTi F COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE. THE. FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. I Signature( Ofnced Di agar rector /Partrter/Atan BY c fin ^s® By a ® Print Na J�..r t= - e �lA; Print Name r t Thh"Oftn:s . lele/elrree' C j�S �— 34 C�p pp i STATE OF FLORIDA COUNTY OF BROWARD The foregoingg Ind t was acknowledged before me this 23 day of D L c iL"6 ❑�" y, °r r] as for Lit p" known, or produced #19 -Irg type Ofidenfifkallat: l i r Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92525 FLORIDA STATUTES OMF ROBERTO L. Under penalties of perjury I declare that I have read the foregoing and g` + Notary Public State of Florida that the fads stated in it are true, to the beat of my Irowiadge and belief. My Comm. Expire Dec 27, 2013 Slg %'Commission # DO 921629 re(s) of Owners) or Owner(sy Authorized OfflcertDirectodpartner/Manager who signed above: Boldled Through W Notary A88n By B S k i f � � __ _.� Uet. zj. MY IU: ►UAM rLUU No. MU N. 2 ; n l* Sho F � � - AN 2 7 2010 I MOSS N , a avenue. Mia da 13s Tel: {305) T95ZM Fax: ® ®.a.. ®.......0•® (305) 7SG;l m MG l C 2004, Mist" P it No. Permit Type (circle) BUIMI Roofing user's Name (Fee SiMple Titleholder Owner's Addren f City stagy 3 P TenwtILessee Name Pi ne #r4 Job addros (wher the work la being done) sr p p pity Ma mi ShQM i illa�e Coenty 3l. Ys Burl lstor+�h� YES NO_ contr does Com eme r - r�o�e� Z� •Z�S ntractor° Addms y G wei Name fy c 777 State Certificate os Re tina No-f CartM sate OMOmpetmY No- .A,r6 tectfEnSineWsNat+ (ifappliceble) Mae V' du* of Work For this Permit $ � Square! Ut�r li ootag$ tag Woark; ofWoxk: ClAddidon PAh raim ❑New, ❑ ReiiairfRsplacp ❑ clidon iA ibeWork: C/ Z .�, Submittai Tee S' 2.�• • . $ Permit Fees - +ccc Naanry S' Trainl DMTAV=tfon An $ TeeN�l fee g • Scaaning Rook $BIts Al $ CQdenf'orcemet�t $ w mebtral Review �^.—;- �,_._ T Fee �tt�w ,� '• �, Ste "RoAfte aide -�► Bouefing Company's Name (7f applicable) Bonding Company`s Address :w city Stan ZIP 1VMorW o Lender's Nagle (ifapplieable) Mortgage Lender's Address C ity stagy Applioatian is hereby matte t obtain permit to.do the work and l>t Jtatlatis. indicated. J + ti1.3r that �nowork has obt in and ittg S, WEJ.LS, POQ�S, FURNA1r'ES, 84YLER,S, Yi FAS, TANYGS and AYR. C+QNYi~�Jti'NI E'TC..... ,,.:. . OWNER3S ,,M AVIT_ k0ertify. tbat ail the applicable tasys;regulatrtig ca tivotion and aanm a infRrmation is aysuratc and that alY work will be done in compliance with all "WARNING G T+; OWNER:., YWRARAILOM TO REC+t�av A Nt�'1Ptc� ';'CgM1V1��tw�+YEi� MAi'. RESULT IN °�Q CONSULT PAYING TVV CE FQR IMPROVEMENTS YOUR PROPERTY`. tF ' M U10 'I'Q Q>3TTAITT LT FI NAN C I NG Y Y}LT NTH' YOUR LENDER. Olt AN ArrojtkLX 8XV0 X RECORDlINC YOUR NOTICE OF CQMiVIINIt>�AITAII;" _ ldotica - Ate; As ra otiM tQn tcn she fssrn®We o a f Pap2m t wifk Im "fimc"d va[W e=eadi'ng $2500, the eprpltcant p P iw a of the notice of camwn nnanl anad consasrctipri lien lam broclsa:r y f/ r lr d to :tha Petsorr pronslse � oad' whose p is sub eot to ataacfsnena. AGso, a certl'ed, a,�afm recorder) mice Q{C rtnenG rent it ?St i8 for the iirsa inspecttan3 wlitalY oc�s seven (Y} dW der the building perrunt issued ; in tin d' tl job says e approved and a retrtspectlen f¢e will be chargsst Rr such posted noaice, the impeadan will not be Sigru�ture � Signature Owfter or Agent Cotttraetar The foregoing unsaent was acknowledged before the this 12 ThO fa rWi ng instrument was aaknowiedged before me.this , day a zo &, by � dqy0 20J by s� who Is personally known to me or who has produced who is petmnaliy known to me or who has 'Produced AsidontifiQation and who did take an oadt, NtIT as xdentllicad a *A*ho 4W take as oath. ROBERTO L `4 . GUTIERREZ NC1T� 4: ROBERTO L. GU:OfFlorlda ns Notary Public -. State of Florida "a • " My Comm. Expires Dec 27,2013 ," a Notary Public - Sta fission DD 921629 My Comm. Expires 013 ended Sign °;� Commissl # D9 Print: fo °' g r Print. My Commission Expires: My Commission Expires: ak � a �� # � roraa � sck � # � tt �� atr � , a* drytr � � � ia � Aolear � a �# Aw�a��rww�rat�+ 4�i��ft# �s ��r�tr a#, 6& ww* �a� #�ra�ia��,� #,kra,��4,ps APPLICATION APPROVVE'DBY: r Plans.xaminer engineer .Zoning , (Revised 0711 oH} t) ��� 6acz "N � �� ��► 't o� boo �Z .�a� 132-- ' .. / 20 lO ' G. -rl � r RY ��� AN 2 R = - m �nP ^JG DFP T I WAR IMPORTANT INFORMATION: CORNER OF BUILDING TO EDGE OF WINDOW )F17 SU JEC TO OM LIA CE V TH LL F D ST TE AND UN R LE5 ND OPENlAfGS: #1 #11 #3 #13 #4 #14 #5 #15 a + St_ #6 #16 -_ #7 #17 A k N ri #8 ' #18 Wa" #9 #19 - #10 #20 O S t MUST NOTE. DISTANCE FROM CORNERS OPENINGS INTERIOR OPENINGS DO NOT APPLY JUST CORNERS �, M DO YOU SEE ANY SIGNS OF SHUTTERS? ACCQWj ONS PANELS • • ,fl w Co ° •�`••• ¢- • W ALTERNATE MEANS A . , Sir# ft .:.. 5w S•WHEN DOING DOORS Ic 4. • . • : • • U k! VE • QUESTIONS OR CONCERNS, CONTACT Lan COnSUjtMtS InC. Ar {305) 225 -5374 FRONT Srre PLAN ExrERt )R 1NF'oRlbLaTION �••.• f J r • • . • I+ p ® m ALTERNATE DOOR FOR EGRESS (NOT TtRU GARAGE) (g) - X - REPLACING EXISTING WINDOW OR DOOR • CONDO OF STQ % �s TO Tet ro+aS a DO NOT DO WIDTH: • o . • A GHT • • LENGTH ` oNO ORAYMOS SHIM. n�M DRAW= AIM TO ag UE® FOR PROJECT STAI® o Oows DOORS ONLY Mm Stu w BE usm OR ' 14Al REPROavrsLa svu ANY os� CONDt9r3/�HSE _CORNER UNIT:._YES__ _.NO__ _FLOO�t i tyMT50EVEA tumour n OTlLLR ee WKS= ' CusrocfeR Nppt6: .V PC DID. YOU GO THRU THE GATE TO GET TO CUSTOMERS HOME? YES—NO — A "gyp S A2� �g IS'THEIRE AN OVERHANG WHERE DOOR IS BEING REPLACED? YES._.NO..._ Y IAi BCAl.2V ORJ$N6fON8 Iq N rmr 1+'Y TLS: ADDRESS: Ii L`+'1G vv- WHAT IS THr= SIZE OF THE OVERHANG? o, SCR&PANgBS PAID! co �� WIND02 v2 -21 Simplified Wind Load Design (Method 1) per ASCE 7 -05 Description: PENA RESIDENCE, 1400 NE 102 ND STREET MIAMI SHORES, FLORIDA Anal is by: EDWARD TORRES, R.A. V Basic Wind Speed 146 mph Cat Structural Category (I, 11, III, and IV) II Exp Exposure Category (B, C, or D) C RHt Ridge Height 12 ft Eht Eave Height loft Ht Mean Roof Height of Building 11.00 ft Theta Roof Angle 3.81 Deg L Length of Building (If Gabled roof, along Ridge) 78 ft B Width of Building (Perpendicular to Ridge) 60 ft Lambda Adjustment Factor for Building Height and Exposure 1.21 1 Importance Factor 1.00 a 10% of Least Horiz Dim or 0.4h, whichever is less 4.40 ft 2a Length over which Zone A acts on Each Comer 8.80 ft . O 'e p O n s Transverse .,� .�• Langdud[nel Wind Pressure ps (ps on Main Wind Force Resisting System (MWFRS) Zones Load Horizontal Pressures Vertical Pressures Overhangs Case A B C D E F G H EOH GOH 1 40.97 -21.22 27.18 _12.63 -49.20 -27.98 -34.22 -21.66 -68.87 -53.92 2 0.00 0.00 0.00 0.00 0.00 0.00 0.001 0.001 0.00 0.00 • • . . • • •• Notes: .• .� o : : : :•: •• * ps = Lambda * I * ps30 •. ... o .. . . . .. . . ••• • ••• ••• . .. . • • • ,. •• • . . •• • . •• • • 0:0 0 www.mecaCOnsulting.com i i• 0 0 i 0 te 000 0 a 1 WIND02 v2 -21 Simplified Wind Load Design (Method 1) per ASCE 7 -05 Description: PENA RESIDENCE, 1400 NE 102 ND STREET MIAMI SHORES, FLORIDA Analysis b : EDWARD TORRES, R.A. h h a a Flat Roof Hip Roof (7' < 0:5 27') , Gable Roof (0<_ 7 °) Gable Roof (7° < 0 <_ 45') ❑ Wmior zoo EW Zones ® CWWzMas Pow6•3®11Wd8 Z=4 V.04-91W4 B PO*.7o 3 Double Clic on any data entry line to receive a hel p Screen Wind Pressure ( on Corn ants and Ciaddi C&C Description Width Span Area Zone Pressure (psf) (ft) (ft) (ft "2) Positive Negative 1. DOOR 3 6.7 20.10 4 44.37 -48.32 2. DOOR 3 6.7 20.10 4 44.37 48.32 Notes: • • ••• • ••• ••• Zones 2H and 3H represent roof overhangs : '.; • • • • Zones 1, 2, and 3 represent the roof '.' ;' • .' Soo • • • • Zones 4 and 5 represent the walls • ' ' • • • • wwW.meCaCOnsulting.COm Page 2 of 2 •: • . • • •: • : • • •Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: Permit No. Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact or Door or Mullion Number Design Pressure Pressure size Yes / No es No es / o ( +) PSF ( ) PSF +) PSF ( -) PSF buo t A K f ®t, QZ. 1750. 0 — ® o ® �' J- ...... .. .. ..... .. ...... • • . .. ...... .... . . .... I Florida Ba=lding Code Online http. /1"www.floridabt ilding.org/prJpr _ app _ dd.aspx?parmnt - WCEVXo -K. BCIS Home • Login . User Registration i Hot Topics' Submit Surcharge= Stats Facts: Publications F6C r ' 9 Product Approval s USER: Public User Product Approval Menu > Product or Annlicatio S ch > AfflkA ion List > Application Detail FL #► FL1 0975 -R1 Application Type Revision Code Version�`� 2007 ° Application Status Approved . Comments Archived Product Manufacturer Therma Tru Corporation Address/Phone/Emali EDWARD =24 R.A. ` ❑REVIEWED s @Mechnologies.us 0 REVISED ❑ REVIEWED WITH NOTATIONS ❑ REJECTEDND RESUBtkPirr Authorized Signature Corrections or comments ui a� �Mittals or shop drawings during this re I ev 4 i 'a contractor Irom c®mpliance with requirements of the drawings and specifications, This check is only for review of general Technical Representative. conformartne. 'evith the design concept of tt'ie pr oject contract documents. The contractor is reeponsilsle for Address/Phone/Ernail conforming and correlating all civantities and dimensions, selecting fabrication processes and techniques of Quality Assurance Represeni struction; coordinating his work with that of all other ra es and performing his work in a safe and satisfactory Address/Phone/Emati manne ®ate / U aterk►r� Category Subcategory Swinging rior Door Assem Compliance Method Evaluation Report from a Florida Registered Arc Professional Engineer if, Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License •' *%-434Q9 • • • • - • • I�tio�A:cr&diS *nand Management institutt Quality Assurance Entity • • • • • • Quality Assurance Contract Expiration DateZR� • • : : • • • .. .Ryan J Kin P.E. Validated By • • • • • if vatidat "CheW4t t; Wdcopy Received CATE OF 1 hFPFN Certificate of independence •' • • • Lla� �1 COI C 1t� ' 0 0 � �r�� r 7ittKt Ii7.2� Florida Building Code Online http:// www. floridabuil(tng. org/ pr/ pr _app_dti.aspx'?param= wGEVXO-w... Referenced Standard and Year (of Standard) Standard A TM E 0 S 13 0 �.: ASTM E1300 \ TAS 201, 202, 203 Equivalence of Product Standards Certified By � ` N \\\. `\ \ h Sections from the Code • Product Approval Method Method 1 Option D Date Submitted 06/12/2009 �� Date Validated 07/09/2009 . Date Pending FBC Approval 07 Date Approved 08/11/2009 :: :...........,............ f.:.::.:: , :::.,.::..::.,. _ .._......_ \ h : :::: :••; :. ••.... ................:.::.:::. �:..:::::..:.:::: .::::...........:::::::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::: :.::::::::::::::::::::: :::::::::::::::::: ::::::::::::: :.:::::: ::::::.: 1 \ \ " a. FiberClassic ", "SmoothStar , 6'8 Impact Glazed Fiberglass Sing ^:y "Classic or " ClassicC raft Rustic" Configuration \ ti\IN '' Limits of Use Installation Instructions Approved for use in HVKZ, es_ FL10975 R1 II INST 10975.1. pd • \ Approved for use ou _� tside HVHZ:Yes' Verified By: Lyndon F. Schmidt, P.f \ impact Resistant:,1�t! Created by Independent Third Part Design Pressure: N/A Evaluation Reports k �\ Other: See INST 10975.1 for Design Pressure Ratings by specific Model FL10975— R1_AE_EQ- E84- 00 -04.p and for any other additional use limitations and installation instructions. FL10975_RLAE_EVAL 10975.1.) \ .• (Note - ASTM E1300 -02 utilized for areas inside th HVHZ) Created by Independent Third P U \\ 143975 2 b "Fib erClassk - %* "5 rriofltftsiar , 6` #rr#pac>" Cat d Fi b rglass S[ng ` \\' "GlassfcCrafk" or. "Clas5ir"Craft Rust)c" frts�nring zir Ctftsw�r�g 4ranfigwtatTorr LrrnitsOf:use tnstal:lafi n l9l ns ...:., Approved for use in ,HVHZ Yes :: ;; FL1fl975 R1 if Ii ST:109.75 Z.)df \\ Approved for useautsidft :Ye s �tenfi>d e HV fly' Lyndor► I+ :Srhmu,1?:f ? \ Itri +�t R sista Yes at # Itzd r�dentTKk Dart~ • \ \`e ,� Diestgn Pressttr� ;N /A 1= val6aon It�erarlts 4 \t#er `set INST 1E3975 for Resogn Pressure Ratings by speetftc Memel \,\ and for any.other addibonal L€se l�mitattons:and mstafiatwn instruct<ons Ff..1097a ] _Al�I~VAt 1#3975 2 6 {lalote AS. T E1 02 tThird Pad 10975.3 c. "FiberClassic ", "SmoothStaf'; •• • • {'S "Impac�'•Glazed Fiberglass Sing �\ ClassicCraft" or "ClassicCrfff RuS10 • • ar Op ts ' ng- C onfiguration \\` Limits of Use Installation Instructions \\� Approved for use in HVHZ: Yes . •. ':' .'. 'f 109 'R i INST 10975.3. df Approved for use outside HVHZ: Yes . . . . .. . Verified gy: jy0 on F. Schmidt, P.f Impact Resistant: Yes •.' :' ..' ' Peatedbyr Independent Third Part Design Pressure: N/A Evaluation Reports Other: See INST 10975.3 for Design Pressure Ratings by specific Model FL10975 R1-4E, EQ- E84- 00 -04.p \, and for any other additional use limitations and installation iAltr4ctiont. ; ; PL!LV9j5_R:._AE_EVAL 10975.3.) 2 of 4 12/21/2009 02:24 PM Florida Building Code Online http:// www. floridabuilding. org/ pr/ pr_app_dd.aspx')param= wGEVXQW... INS (Note -ASTM E1300-02 utilized for areas inside the HVHZ) 1 Created by Independent Third Parfi 10975 4 d "FiherCtasstc ; "SmootliSta' 6'S�irnpact gazed Fiberglass i3ou. "ClasstcCrafi" or "ClassicCraft Rustic" Configi�rattvn 1a�nits of.i#se fnstaflatto''rhimructtons Approved ; for #a'3e tf1fHZ Yes F110975R1 11 INST :109_ 5d -f .� Appravedfiorraseoutsicl HVHZYes ..: VenfietE4 1 l :iV HarEey I'E I trMPW Resistant: Yes Cr at �i b#r frttfepetrdettt TE�ird at MM Desr�n Prssure:;NJA Evalua)+crr1 Reports ` Other See INST 10975 4 for Design Pressure Ratings by specific �Aodel Ff_10. �FF ,: 1 (1 and for arayvthet additional: use litnitatieanx and tnstaftattvn.iristructivns Fi.1075 Rl #'4VAL 1fl975��€,n ` (Note �iSTM E1at)0 utllizerl for: areas inside the WVH) Cteattd by irfdrtd>YtatThitd:Pa 10975.5 e. "FiberClassic ", "Smooth5tar ", 6'8 "Impact" Glazed Fiberglass Dou ♦ "ClassicCraft" or "ClassicCraft Rustic" Inswing or Outswing Configuration ♦\............................................. ............ ...... -......................................................................................... ---------------------- --------------------- Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10975_111_11_INST 10975.5.pdf •,`?`\ Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E *� \ `♦`ti Impact Resistant: Yes Created by Independent Third Part \�♦ ti '' Design Pressure: N/A Evaluation Reports I Other: See INST 10975.5 for Design Pressure Ratings by specific Model FL10975_Rl_,AE_EQ- E84•- 00.04.p and for any other additional use limitations and installation instructions. FL10975_R1_AE_EVAL 10975.5.p (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Created by Independent Third Part - -- . •.�`� � 1#19 ?5�6 ,: f �IrrE•iet�las5rc ", "5rr�vthStar ", "trrt� act" GIaZ�d Filaer lass:Srrrg "A S ON ♦ "Clas%c - fati" or Cl ssicCta t Rustic° k It #swirtg trr Qtrtsui!ittg ttrtpgurx ` � Lnxits of Ube Installation tnstruction3 Apprroved Cdr use in HVHZ Yes FL�117'S� R1 il�INST 3#1975.6 tidf �, ` Approved for iuseoutsid HVHZ'Yes Vertfieil BY Lyndon F Schmidt, P 1 Ittr,pact ReStStartt:. Yes Created by Independent Third :Path Design Pressure. N/A—: Evaluaon l�epdrts apthryr SeiS.INST 10975.6for Deslgrt Pressure Ratings byificModel ! L10 ` R1 `A E < 4 �♦ and: for any other. additional use limitations and installation instructions FL111975 Rl `AiEAL 111975 6 0 N6te ASTM Iti300 02 :utilized tor.areas iristde the hIVHZ >wreati d b}r IrRdependasrit Third Park �♦ �� 10975.7 g. "FiberClassic ", "Smooth5tar', 6'8 "Impact" Glazed Fiberglass Sing "ClassicCraft" or "ClassicCraft Rustic" Multi Point lock - Inswing or Outswir N, _...._ ..... ................... . . . . .. .................................................................................................................. ............................... `.. Limits of Use Installation Instructions \ Approved for use in HVHZ: Yes FL10975_Rl_II_INST 10975.7.pdf r ved for use outside HVHZ: Yes Verified B : Lyndon F. Schmidt P.E PP Y Y Impact Resistant: Yes Created by Independent Third Part Design Pressure: N/A Evaluation Reports i � Other: See INST 10975.7 for Design Pressure Ratings by specific Model FL10975_Rl AE_EQ- E84.00 -04.p . ` and for any other additional use limitations and installation instructions. FL10975_RI —AE EVAL 10975.7.p (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Created by Independent Third Part ......... . . . . .. .. ....................... ....... ....................... 111915 8 i h "FiberClassic'; "SrmvotfiStar", 6'8 "fmipact" Gazed Fiberglass ng �� w HClassfcCraf€" or " dassicCraft Rustic" Multi horn# tart lnstvlF, or Otatswir \. Lir»its crf #ise '`. •r . : nsta'Ila�ioZr lit tructions Apprdved ©r use m tNI IZ Yes + • • • 3 � II S 13 75 , .df Approved >for use outside HVHZ: Yes en e'` lyndon F.>Schmiif i P:E ` ♦ li#tpa[e Resistant: Yes Gteated by lndependrt,tThtrd Part ♦ �, Design Pressure: N/A • • • • ��raluaitsrasi Reports �♦ � `°♦�` 4tffelr See INST 10975 $ for Design Pressure RIting bye sp j Jfl L * t �.� \ 10975 8 ' (Note I�STII Cri4 02 raiizf for: areals. Insi ��:CIT 1 IthIZ! Create by In .retRdtrt Third R ••• • • • ••• • • 3 of 4 12/21/2009 02:24 PM Florida Building Code Online http:// www. floridabuilding. org/ pr/ pr_app— dtl.aspx?param= wGEVXQW... 10975.9 i. "FiberClassic ", "Smooth5tar ", 6'8 "Impact" Glazed Fiberglass Dou , "ClassicCraft" or "ClassicCraft Rustic" lock - Inswing or Outswing configure Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10975_Rl— ll —INST 10975.9.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E Impact Resistant: Yes Created by Independent Third Part Design Pressure: N/A Evaluation Reports n w Other: See INST 10975.9 for Design Pressure Ratings by specific Model FL10975 —R1 AE— EQ-E84 -- 00.04.0 `•`'` and for any other additional use limitations and installation instructions. FL10975 R1 AE EVAL 10975.9. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Created by Independent Third Part tiff \ti 3 0975 IO J: "Fi1a rClass�c ", "Sxr outhStdr ", 6 "8 "irrt act" Glazed F�erglass latvi : Classrtraft" or "ClassicCraft Rustrc" flrlulti Pb1nt Irscg 1>�swtrlg or '0 M � utttits of Use:: tnstatlation trtstructitrns A tt fdr use:�n HVHZ Yes s7 F#1_Il ilTfi97.1t}.t�d Ap{�rosred for use outside HVHZ : Yes Ver�Ift 13y Lyndran F; Schrnrdt, P f ReiStrtt Yes Created by Irederieridnt ThiCd!Pnr sloi ressure: N .. Evaluaton Reports . INST 10975.10 for Design Pressute R ten s i� sec. 84 'k ``� , `t Mo el.artd for any:other:adiiitional: use limitations and nstallation FL10975 . R1 A EVIL 10975.10. \.` - Instructions: (Note < ASTM E1300 OZ utilized for areas inside the VHZ) Creat d by l nde *.nd nt ThlWPArt a � 0 OIL DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard `� Tallahassee, Florida 32399- (850) 487 -1824, Fax (850) 414 -8436 O 2000 - 2005 The State of Florida. All rights reserved. Copyright and Disclair \, Product Approval Accepts: M MIN as 00: \ � 3arvred •• ••• • • • • • •• • •• • • • • ••• • • ••• • ••• ••• • • • • • •• • • • • • • • •• • • • •• • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 4 of 4 12/21/2009 02:24 PM 0 E ff `MA1TRtJ` 1H R "`� a 1 a TH MA ° T R U DOORS z Ii W�; 1 18 INDUSTRIAL. DR., EDMEATON, 01-1 43517 $® g TES.. (419)2913 -174D ~ �FRAME MOTH - -a• 4 36,W MAX. PANEL WIDTH -- -'^^-I I m u " $ ts "S STAR" " FIBER CLASSIC", P d 0 a a` PP CLASSIC CRAFT` "CLASSIC 'RAFT RUSTI � c `� FIBERGLASS GLAZED DOOR ISIS iNG / OUTS WIN ar I me a Pa GENERAL NOTES i $ o t �o 1. this product has been evolua led and ;s in compliance with the 2007 Florida Building Code (FBC) _ z structural requirements Including the "high Velocity Hurricane Zone' (HVHZ(.4c, i v it M m � 2. Product anchors shall be os Wed and spaced as shown on details. Anchor embedment to bass ¢ x v, material shall be beyond wall drerwlg or stucco. a ra o 3. When used in the 'WVHZ" this roduct co x p complies vkth section i 626 of the Fonda Building Code aria does.. nattibiq► ire an impact resitlont Covering.I a • • • • cal C : 0069 : 4. LRAM Sed in arec:oulsi�of the "HVHZ" requiring wind barite debris protection this product complies a ! > • • with Secion 1 609XZp}}'' +he 2:07 FBC and does not require an lmpoct resistant covering. Thrs product os • • • « • • 6 14b3 RVe level � ` and includes Wind Zone 4 as derived in ASTM E]99& • • S. Foob stud lramingl�tln, anchoring of these units shall be the same as that shown for 2x tuck i •••••• •mas�r�ycauru• •• • • •: • • 6. • 94 RdA thaiolWZ*&,rn the details of this drawing require further engineering analyst by o r O o «.... J.nsedpgineer or, rtgred ar.10act, • «• • 7. t>7utr; Mo carriiguraiRlASra # tg coastal oW.Ing Cam 431 meet water infiltration requirements • • • • • • 4.1iing contlgurah.& croZisvding C.flgr3 3ofts using item #18, #14; #15,# 1034 and Item #37 do • • rcj g1jj the wotAttRAltfiAov, requirements for the "HVHP and shall be Imtalted only in non - habitable ; • areas oypt habftgp- i a2 protected by an overhang or canopy such that the angle between the 3 • i • « « • e i of canopy or o. to A is less then 45 degrees." TABLE OF COMM i i SHw0 - ©ESCttltM1 1 SHEN0 oMSCWTIOht � � �k� #t ��x�' I Typical elevations, design ssums ll geneml notes 7 Vertical cross sections S 35 /Gd 2 Door panel detais 3 glazing delaft (Smooth Starr S Buck and trams ancha ng 2X buck masonry constriclion 3� Lear panel details (Float Ciasicj 9 Frarne anchoring V auc k masonry corufruCt on INSWING 37 Dwc BY: JK m' 4 Door panel details (C3asiC Craft) 10 Component .75" x 62:OD" +� ,4D § §;Q cm � LF5 J �.... L S Door panel detais (Classu: C+vif Rustic( t 1 BiB of materials J MW= NQ.: a b Hortcanta4 a= sections - pti2S6Y 37.75 x8a 17 �a3 __:G f F•L 14975.7 0 OF id _ L; 4 3 a 24.58" MAX. 39 D.L.O. 47 INTERIO —� a m o 1 j \ 44 o> i ® � - � SRol 33 e C ! as a °. 44 O EXTERIO Gl 1� 46 49 39 g O a 1 HORIZONTAL CROSS SECTION o � a I z c -- r— 4.1LT' _ _� °o � tn 41.54 7 DETAIL A -A 'a • DOOR PANEL • • Smooth Ste o o • • • •: • • • • K• HINGE STILE i0 RAIL B TTOM RAM 4 - - -- LOCK SOLE i �� EXTERIOR INTERIOR • • • • • • • • • • O GLASS BITE N A • ••i•• • •• � � 1 "THK. z • • • • CELLULAR GLASS V) .••••. •• •• GLAZIINPGE IITTEMPERED • see GLASS • • • • • • • • • • EXTERIOR AIR SPACE 0 49 • • • • i • • • 5/32" ANNEALED i • • • GLASS o 2" < • • • • • • • 39 w s • • — DIA. MAX. 0.090" PVB INTERLAYER � ._ � - ---� • • J SAFLEX BY SOLUTIA 4d -- INTERIOR o a ` , \` 1 /8" ANNEALED a O O O O O O O� DOW 995 GLASS z SWIGGLE GLAZING 0 d O M SIKA552 — SPACER 45 3b D ATE 6/25 08 N.T.S. AREA O SCALE M M. JK a d GI GLAZING D AIL C, BY, LFS a DETAILA -A 2 VERTI CROSS SECTION ap"NG XG, ° Pones reinforcement 2 FL-10975.1 r sir 2 of 11 ° oe R: \A . Projects \Project Folders \Proj 1301-1400\PF 1390 \D. RWBC Drawings \FL -10975.1- 5.dwg, 3.1. •• •• • • • •• •• • IN • • • ••• • • • • .__ __.... A • • • • • • , • • — 65.33" MAX. D.L.O. ° I • ••• • • • • ••• o —� 010 � O • 0• z y s O 0 �a w •• w� m m .o • •• ••• • • • a \� 0 1.54" N 6 0 H O� f/1 o N - -- a — m Z m m i � A A Rl w A - o ✓ T1 ° I- -1.56" P \ ; PRODUCT: Documents Prepared Sy: THERMA -TRU R� ,BUILDING CONSULTANT", INC. I $ rn FIBERGLASS GLAZED DOOR U I/ P.O. Box 230 V.1,1— FL. 33595 OJ Z N YYY Phomr No.: 1113.659.9197 $ N NO PART OR ASSEM9LY: cortlncots oL horlcatior, No' 98133 , �- 0 ° NO DATE BY DO PANEL) DETAILS G / � J Q REVISIONS IFlBER GLA$$IG) Lyndon F. Schmidt, P.E. No. 43409 24 W MAX. 3 Q a " m ba DLO 39 INTERIO ° u 84 a � � � um 225 po EXTERIOR C5 61 O 39 o 3 H ORIZONTAL CROSS SEC770N 1.49" - 4 T � F77771 f � m� f i q L DETAIL A -A � b0 = 11 PANEL 1 ° Clamc craft EXTERIOR INTERIOR i I I �: P•) b2 TOP RAIL � BOTfOM RAIL } m • • H • • •••• • •• �t.44' (� 4.10 "� • 4 '^ ED • • • i • • • • • • • • • • �— 2" DIA. MAX. H►NGE LE 87 LOCK 3TRE o i••••• oOcod • `O60' •.•••• •••••• • ` • _-- I <.T> DAM' 6/25/08 c . • • • • _s Z / 28.86°G OPEN �J "O sca. N.T.S. • S oso* * ` AREA MAX. 1 JK - a • • • • DETAIL A•A CM ev: LFS 3 Panel reinforcement r2"\ VERTICAL CROSS SECTION DRAW= Noe a 4 FL- 10975.1 S sNO r 4 OF 11 0 a 24.58" MAX. 39 O 3 D.LO. R g INTERIOR 39 72" ° g m C5 EXTERI X 46 71 Q $ 0 1 O GT 35 O $ 5 HORIZONTAL CROSS SECTION \ _ o � f L � DETAIL A A - ofn z o 70 DOOR PANEL I — 1.49" Gdscic aaR rustic TYP,I 1 EXTERIOR I NTERIOR a y 0000 GT N • • • •0 0000• • • � • • • • • • ^ 75 BOTTOM RAIL o •:060• • • • • 0 00000 p • •• • ; - � 0000•• • •• _ 9 0000• 0000 00000 -� • • T DIA. MAX. 00000 •• • 0000 ,z 4.19' • • • • i 000 000 71 •••••• N 00 • • • 6. • •L•••• O 000• • ••0.0• L ! `/ O d • • • 3 • • 0 28.88% OPE u • • AREA MAk. b a 0000•• ••••6• oar 6125108 00" DETAIL A -A 72 TOP RAIL 77 HINGE AND LOCK STELE 75� N. T.S. ` Pmelreintorcement >, .Y.• , DM. BY. JK a CHC ere LFS ? VERTICAL CROSS SECITON naawmc r+o.: o 3 5 FL- 10975.1 sir 5 of 11 ° 3 z O V II INTERIOR 50 60 L n 10 40 70 Y H 10 I p o > w — Z�o ° ' V O C ° O ra Z - gQ ( <I t o 7 , i LU E XTERIOR (�� o 0 Zz ::E i 1 -1/4" MIN. EMB. (TYP.) 0 O • Z I k e E 1 • .w�• v i• '� ♦• �• �.• •• • •zz�• P INTERIOR 50 60 L n 10 40 70 Y H 10 I p o > w — Z�o ° ' V O C ° O ra Z - <I o 7 , i LU E XTERIOR (�� o 0 Zz ::E i 1 -1/4" MIN. EMB. (TYP.) 0 O Z E 1 MI. MIN. FM8 50 60 �31 HORIZONTAL CROSS SECTION Shown w /IX sub-buck substituting $0 70 concrete screws for wood screws per INTERIOR Section 1714.5.42 of the FBC INTERIO EXTERIOR • • • °• •� • H C'SINK • • ••' • I • • • RYN •rr/4t Rhll`l. •• ,••• • • EMB• (NP.) • i _ HORIZONTAL CROSS SECTI S Inswing configuration shown Outs ,g also approved 2 r V-/O. I S' MINK � (TYP,J C 1 2 1 HORIZONTAL CROSS SECTION Insw ng configuration shown Outswing also approved I< °v ° O ra Z - <I o i LU < o 0 Zz � i 1 -1/4" MIN. EMB. (TYP.) R gg W gn g ��m oz Q -z 2 ° z I U o 0 o � =W O 2 �C7 J NV} Wy g 'D=tn U' U O 0 f Z 6 25 08 L& N.T.S. `. sr: JK u ar: LFS wwa rro.: � FL- 10975.1 'c C ET j OF 111 ° EXTERIOR I" MIN. FROM I" MIN. FROM s-+— MASONRY EDGE MASONRY EDGE — R (TYP.) (TYP.) ro 2-1/2" MIN. FROM 2 -1 /2" MIN. FROM MASONRY EDGE - MASONRY EDGE - r5 • p c (TYP.) (TYP.) U En i EXTERIOR i �i INTERIOR EX TERIOR INTERIOR 14 18 INT ERIOR EXTERIOR m MN 1534 \N r1 VERTICAL CROSS SEC17ON 40 70 `.\ ; \ 16 37 2 VERTICAL CROSS SECTION 7 Outswing configuration shown �' 7 Shown w!1 X sub -buck subst'rtufingI m o Inswing also approved m �'\ \ concrete screws for wood screws per o I ` \` >. / Section 1714.5.4.2 of the FBC a a INTERIOR EXT ERIOR °_` __,__-- m EXTERIOR INTERIOR • • 32 1 2 -112" MIN. MASONRY EDGE MASONRY EDGE FROM 2 -1 /2" MIN. FROM �� /` • • - • 33 - - 60 \ .`�` 31 Z (TYP.) (TYP.) • • .5�• • . : / � K4� VERTICAL CROSS SECTION 44 70 \� l / 7 Outswing confi ur 7 • see general notes , sheet 1 = o • — �; for"XVwaterinfiltration • • • • • requirements •• •• ° ••° ° •� • • ° _ a • 2-1/2" MIN. 2 -1 /2" MIN. FROM a FR • • • 2 -1 /2" MIN. FROM 2 -1/2" MIN. FROM z • • • • • • • • • V,&!:)NRY EDGE MASONRY EDGE - - - MASONRY EDGE -- MASONRY EDGE - - wre: 6125108 • • •(TYP.) • •• (TYP.) • • • • 5 VERTICAL CROSS SECTION DWG. BY. JK u • • 3 VERTICAL CROSS SECTION owc 8 ,., LFS s 7 Outswing confi oration Inswing configuration see general no es, sheet I n see general notes, sheet I for "HVHT' water infiltration oRAsNx UW for "HVHr water infiltration requirements requirements FL.- 10975.1 c sr�r 7 or 1I S — _ a3 W C1� nM a 1 o O o Q °v ��m a m o TYP. HEAD & JAMBS -- i 6z SEE NOTE 1 S o r 8 m MASONRY MASONRY — — , O 0 Z!3 OPENING OPENING o O 1 O RiF FRAME –' ® $ o Ri g fin � �p UN L y ro 2X BUCK –., go 2X BUCK ^ U LATCH BDEADBOLTDETAIL SEE NOTE 2 �2 p m a (1 1 SEE NOTE 2 L m IIL ,1, 1 L 10 $ �•�• I . •••••• • • • Z • • O • • • • • • • • BUCK 4 Ci�ORiPav HINGE JAMB FRAME ANCHORING STRIKE JAMB �r • • 00000* Masonry 2X buck construction HINGE DETAIL Inswi •i• iA�T_: •••• •••••• 9 9 fR a • 1! ptco Concrete screws anchoqq'ngAbuck require a minimum 7" clearance to masonry edges, a 1 - 1/4" minlmum embedment and a 10 .� • *MIv1) rum 4" ckAftqce :o adjac0r�t conaiete screws. Substitution of equal concrete screws from a different supplier may have different L • edgy d1stancS i1nor o"fer distan"r8*1rements. Concrete screw locations at the comers may be adjusted to maintain the minimum • • � distance to mortar joints. IIjy W jp screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum • edgy distance to joints, a anal Concrete screws may be required to ensure the maximum on center dimension Is not _ ° •:• pjWded. • •••••• 1® 10 0 Z L •••••• nnrE 6 25 P i 0 so 2. 414" ITW concrete screws anchoringkamsand /orsiil require a minimum 2 -I 12" clearance to masonry edges, a 1- 114" minimum srxE N.T.S. • el��dment and e•Animum 3" clgarancg to adjacent concrete screws. Substitution of equal concrete screws from a different supplier owc er JK o may have diff&g pipe distance and center distance requirements. Concrete screw Iocallons at the comers may be adjusted to maintain the min mum edge distance to mortar joints. if Concrete screw locations noted as MAX. ON CENTER" must be adjusted to cm erc= LFS 3 maintain the minimum edge distance to mortar joints, additional Concrete screws may be required to ensure the maximum an center DROM No.: H ING E OuE DET FL- 10975.1 dimension is not exceeded. r. S, SHEET 8 OF 111 d W Eo n m g mn NOp o O a i I o 41m `J u;z° a f Z O Z O N J Ou.Qmaa r s Fi0 MASONRY TYP. HEAD 8 O p 28 m OPENING JAMBS C o j SEE NOTE 1 SEE NOTE 2 Y • FRAME t w s ?z iXBUCK �U LATCH LDEAD801TDETAIL �z F SEE NOTE 1 0 SEE w ' – — - - 7" NOTE i SEE NOTE i H a t ui •••• 1 • • b 0 -- IO • •••• • e• •sees• • • z • • • • • • HINGE JAMB • • • FRAMEANCHORING STRIKEJAMS o L • • : me. • • • • • • Masonry i X buck construction • ee e• seems ••es •••••• SEE / Inswing • • • • *see NOTE1 9 ems•• • m • • e e M s 1. ITW concrete scre s onchrW J WW and /or sill require a minimum 2 -1/2" clearance to masonry edges, a 1 -1/4" minimum o • 0 sl?r}llledment p64%W1lmum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier H 10 NOWS: 10 may have difieient edge distalCe jiRdr�nter distance requirements. Concrete screw locations at the comers may be acyusted to z • maintain the m� edge du grace fo•nortar joints. If Concrete screw locations noted as "MAX. ON CENTER" must be adjusted to r •s• 6 25 08 z r�idi�tain the pin mumodge distance to mortar joints, additional Concrete screws maybe required to ensure the maximum on center 1 fl dimension Is not &Mded. sr N.T.S. DWO• BY: JK u 2. 3116" iTW concrete screws anchoring frame and /or sill require a minimum 2 -5/8" clearance to masonry edges, a 1 -1/4" minimum cwr. BY. LFS a embedment and a minimum 2 -1/4° clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. muwws rm.: a HINGE DETAIL u Outswing FL- 10975.1 sr+EEr 9 or 11 S - a - 5.83" 5.75' b 0 -2.37 --- 1.68" 2.36' I I � � m � ' E ' SWWI T OMUM WRESHOLD INSVWNG THRESHOLD t' Composite sill 303 AdJ* = bfo St andard Full substrate substrate --- 5.8T 5.&T 2.36" 2.37' 1.68" _ 7 E %U,ISTNG THRESHOL OUMMNG THRESHOLD INSWING THRESHO C I Hardwood SM P.djustable vAh Standard substrate Fug substrate Li �i 4.56'-- 5.83" 2.36' 237' 1.68" 7 V) z D) OUIANO W;ESMOLO O ITISNRNG MG THRESHOLD e WI Standard substrate Standard substrate • •*iw• IST rrTT] 6125108 2.36" SCALE' N.T.S. • J = 8, SIDE JK Self adjusting Cm OY.. LFS DROM NO.- FL-10975.1 c c c 10 i BILL OF MATERIALS BILL OF MATERIALS p ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A I X BUCK SG >= 0.55 WOOD 50 FIBERGLASS DOOR PANEL W /STEEL REINFORCEMENT FIBER CLASSIC) FIBERGLASS B 2X BUCK SG >_ 0.55 WOOD 51 FIBER CLASSIC DOOR SKIN .065" MINIMUM THK. FIBERGLASS FIBERGLASS C MAX. 1 /4" SHIM SPACE 52 TOP RAIL COMP. e z Z o D 1 /4" X 2 -3/4" PFH ELCO CONCRETE SCREW STEEL 54 HINGE STILE LVL/WOOD ul E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 55 BOTTOM RAIL COMP. z > M a 301 OR HOLLOW BLOCK CONFORMING TO AST C90 57 LOCK STILE LVL /WOOD o -1 4 E F 1/4" X I -3/4" PFH ITW CONCRETE SCREW STEEL 60 FIBERGLASS DOOR PANEL W /STEEL REINFORCEMENT CLASSIC CRAFT) FIBERGLASS a �' # G 3/16" X 3 -1 /4" PFH ITW CONCRETE SCREW STEEL 61 CLASSIC C RAFT DOOR SKIN .0 90_'' MIN TH FI FIBERGLASS 9 P H 1 /4" x 3 -1 /4" PFH ITW CONCRETE SCREW STEEL 62 TOP RAIL _ COMP, E `a 1 1 /4" X 2 -1 /4" PFH ITW CONCRETE SCREW STEEL 64 HINGE STILE WOOD c �E J 1/4"X 3 3/4 "PFH ITW CONCRETE SCREW STEEL 65 BOTTOM RAIL COMP. K #8 X 2 -1/2" P FH WOOD SCREW STEEL 67 LOCK STILE LVL/WOOD L # 10 X 2 - IT PFH WOOD SCREW STEEL 70 FIBERGLASS DOOR PANEL W /STEEL REINFORCEMENT (CLASSIC CRAFT RUSTIC) FIBERGLASS 1 EXTERIOR LITE FRAME ALUM. 71 CLASSIC CRAFT RUSTIC DOOR SKIN .090" MINIMUM THK. FIBERGLASS FIBERGLASS 2 INTERIOR LITE FRAME ALUM. 72 TOP RAIL COMP. r 3 LITE FRAME TRIM PVC 75 BOTTOM RAIL COMP. 0 y 4 #10 X 1 -1 12" PFH SM SCREW STEEL 77 HINGE AND LOCK STILE WOOD o 7 MEDIUM REACH COMPRESSION WEATHER -STRIP FOAM W 8 LONG REACH COMPRESSION WEATHER -STRIP FOAM 9 4 4" HINGE .097" THK. STEEL 10 # 10 X 3/4" PFH WOOD SCREW (HINGE TO FRAME) STEEL 5 14 THRESHOLD OUTSWING -SELF ADJUST ALUM. /COMP. 15 THRESHOLD OUTSWING - 5 -3/4" COMPOSITE SILL, FULL SUBSTRATE ALUM. /COMP. �I m o m 16 THRESHOLD OUTSWING - 5-3/4" COMPOSI SILL, STANDARD SUBSTRATE ALUM. /COMP. 17 PASSAGE LOCK - KWIKSET MODEL 200T - GRADE 2 STEEL & 18 THRESHOLD OUTSWING 5 -314" THERMAL BREAK SILL ALUM./WOOD 19 HEADER JAMB SG >= 0.42 WOOD 20 SIDE JAMB SG >= 0.42 WOOD - 21 KWIKSET DEA B L - ER ES 800- GRADE I STEEL ° 27 LATCIj STRIKE PLATE STEEL • • DEADBeLorT STEEL z 1• COASTAL OU ING THRISHOU ALUM./WOOD 0 DOO M TTOMPSWEEP • • PVC 0 • 33 INSWING JDJUSTABLE ID" STANDARD SUBSTRATE ALUM. /COMP. •• 34 OUTSWING TH ESHOLD- 5- / " WDWOOD SILL, STANDARD SUBSTRATE ALUM./WOOD •• 7/16" 1/ LE • • o STEEL 9 • *Mel INSWINC+PPMMHOLD- FI ARD SUBSTRATE ALUM. /COMP. a •• • OUTSWINOTHR@6HOLD •••• ALUM. /COMP. o 38 INSWI BLETH ES"LO-FULLSUBSTR_ATE ALUM. /COMP. i• X89 PANEL REINFORCEMENT STEEL o • 40 FIBERGLAS DOOR PANE EINFORCEMENT SMOOTH STARI FIBERGLASS 0 •• 4 4"w HINGEULF., WOOD z ° • 45 BOTTOM RAIL • • WOOD 612510B •� INSULATI CORE • • POLYURETHANE ScaF: N.T.S. ` 47 LOCKSft D Dm BY: JK d g 48 TOP RAIL COMP. cm BY.. LFS 3 49 SMOOTHSTAR DOOR SKIN .070" MINIMUM THK. FIBERGLASS FIBERGLASS DPW" NO--° FL- 10975.1 r 1iofL 5 " ce lorida Building Code Online http:JJwww.ftoridabt ilding.oT&r/pr_ app _dti.,spx?param= wGEVXQ t... e SCIS Home Log to F User Registra Hot Topic Submit Surcharge: Stats & Facts'•. Publications' FBC c ' Product Approval trr• f1SER: Public User Product AppnMl menu > Pfgduct or Application Search > Application List > Application retail FL # FL7730 -R2 Application Type Revision Code Version 2007 Application Status Approved � Comments �! Archived ("' MR Product Manufacturer T - orp doll Address/Phone/Emad ariild °�° EGISTEREDE W 7 (419) 29 81740 ❑ REVIEWED 1 ED REVIEWED WITH NOTlATIOMS � REJECTE Corrections or comments mad on equipment submittals. or Authorized Signature shop drawings during this revs tiahMMeve,contractor from compliance with requirere 8Jr**c Md specifications. This check Is only for review of general Technical Representative conformance with the design concept of the project contract documents. The contractor Is responsible for Address/PhonelEmail confirming and correlating all quantities and dimensions, selecting fabrication processes and techniques of Quality Assurance Repres c struction; coordinating. his work with that of all other �i and performing his work in a safe nd satisfactory Address/Phone/Emad manner. Date By ite ors Category Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Arc Professional Engineer ,f`,.,°. Evaluation Report - Hardcopy. Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License P A- 4 10 . . . . . .. ;Jadonat:Ac`oF&I �dti6n dn$ *nagement instltutc Quality Assurance Entity . •• • • • • 004 • r • Quality Assurance Contract Expiration Date JM7j4111P.. • • . • . • . • • • Validated By Ryan J. King, R.E. • WIP iWldatoo Charhlist -kWcgpy Received Certificate of independence • • • a k730 RsjAtd&RTiF A11:bF iND1 PEN[ • • • • . • • • • • .•• • . • ••• • • of-4 1 7r7t r7rrrw 07.70 tm Florida Building Code Online http:/A vww. floridabuilding. org/ pr/ pr _app_dtl.aspx?param= wGEVXQwt... Referenced Standard and Year (of Standard] Standard ASTM E1300 ASTM E1300 ° TAS 201, 202, 203 �4 Equivalence of Product Standards ° Certified By Sections from the Code Product Approval Method Method l Option D Date Submitted 05/28/2009 Date Validated 06/02/2009 .� Date Pending FBC Approval 07/18/2009 Date Approved 08/11/2009 \♦ .. { :} }:• } {•:Y�::i :. .. •: v: ? -: w: ;: : :,.iC:ii -}: Yii } i :::3 ?w :::::: :: T: Tii::7l•:::: ?:::•'.:::i:::::::i :::::i:::': :::::::i:::::::::i::is :: :::: ?:;'. ::: ii: :: �. : i : ::. <::: S: i:: :::i::: ::isisj:':::: +: :: :i`i: ::':;:i "::i:: >i i::> is :: \;i'i:::i::::: ;::::::: i1. yi::: 'r'.'::`:? >i:'', Iq:/.f•K!:::i:: y::::i: ::::::i:::: ............ i FC7 7730.1 a. "ClassicCraft Rustic" Series 3'0 x 6'8 "Impact" Opaque Fiberglas \ , Inswing or O utswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7730_R2_II_INST 7730.1.p4f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E Impact Resistant: Yes Created by Independent Third Part \ • ` Design Pressure: N/A Evaluation Reports Other: See INST 7730.1 for Design Pressure Ratings, any additional use FL7730_R2_AE_EQ- E84- 00 -04.Dd limitations, installation instructions and product particulars. (Note - ASTM FL7730_R2 _AE_EVAL 7730.1.2df E1300 -02 utilized for areas inside the HVHZ) Created by Independent Third Part 7t 30 2 b Fib' ClasSK ,. SrrrQOth 3'(I.x i'8 °trr#pacY' paque.Eibeeg[... ..... sfc�raf C Y" or "iassacQr ff Rustfc" Qutswing ......': Sere <' >:: itiitlts �f >e tristlitin ti, strut in : �•� Apprtxy cl `for use; In l4t l� Yes FLT * l 2 I t' IN T 730 2 hdf Approv d for use outside HVHZ. Y Ver�$ect By Lyndon F mtdt, P ' ImpactResistartt ' - Created byindep nderttT�tErd:Pa `�' pesegtt Pressure N /A rarrp�rts fee INST 773#1.2 for C3resigrr Prsstree Ratings, ar�r addMaonaf use Ir17731 12 A-8 Ir84 0Li 04< ` tb #attvns, nstalMat orl anStr tct+c r�5 �n�f Prudutt Prat cufiars :; Nc ► A ;3F# 7 0 00-02 A iii i - 4 #or areasAnsFde IFre HVHZ) : " I ncii�tThtr a ` 3'0 x 6'8 "Im pact" Opaque Fiberglas 7730.3 c FiberClassic ", ' SmoothStar , "ClassicCraft" or "ClassicCraft Rustic" XO) - Inswing or Outswing • ••• • ••• ••. Series � so* s Limits of Use 9 as :In6tailatiollitions Approved for use in HVHZ: Yes FL7730_Rf II_IMST 7730.3.Ddf A for use .E out side HVHZ: Yes • • • . . Verified By: Lyndon F. Schmidt, P Im Resistant • . Created t i Indep endent Third Part 2 of 4 12/21/200 02:29 PM Florida Building Code Online http:// www. floridabuilding. org/ pr/ pr _app_dtl.aspx?param= wGEVXQwt... L � Design Pressure: N/A j Evaluation Reports Other: See INST 7730.3 for Design Pressure Ratings, any additional use FL7730_R2_AE_EQ-E84- 00-04.pd ` limitations, installation instructions and product particulars. (Note - ASTM FL7730_112_AE_EVAL 7730.3.1)df '\ E1300 -02 utilized for areas inside the HVHZ) Created by Independent Third Part 770, d "�ilsert�lasrc ", "StrtnotbSr , 3' x''trtpt"3pqu Eiberg(as ti "ClassrcCfaft or °ClasstcCraft Rusttc." Inswtng ctr t}utwtng \ ` Senes Ltt>tts of fuse Installatton Enstructao�s for t#s�'.in HVI1Z Yes ���73t1WR� !f` INST 773i14�df _. prorrddId iuse.:outside 14WHZ Yts rifieil By ndon F .schrnldt,. F�;E ` Nr»pact R�eStstartt:Yes Cita;ted lsy Independent Tkrd Parr Istgtt Pre sure ;NfA Ev;�rliuiaii�ri R�e+drts. \ +Rer Sep INST 2730 4 for pesigd I�ri�ssare Iabnrs,rtyatddistor►al Usk FL7712r&4�#lf3J4 pcf Iim>attons, installa instructions and product particulars #Note ASTM F# 773f3 R2 AE�EVAL 7730 4 tip ` EX 0Z i 4ltzecf for areas instde tl a HVFfZ) Crest d by lnifepi�nd xtt trd I'a 7730.5 i e. "FiberClassic ", "SmoothStar ", 6'0 x 6'8 "Impact" Opaque Fiberglas "ClassicCraft" or "ClassicCraft Rustic" Outswing Series \ ; Limits of Use Installation Instructions o Approved for use in HVHZ: Yes FL7730_112_II_INST 7730.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, PJ Impact Resistant: Yes Created by Independent Third Part Design Pressure: N/A Evaluation Reports \ Other: See INST 7730.5 for Design Pressure Ratings, any additional use FL7730_R2_AE_EQ- E84- 00 -04.pd limitations, installation instructions and product particulars. (Note - ASTM FL7730_R2 _AE_EVAL 7730.5.pdf E1300 -02 utilized for areas inside the HVHZ) Created by Independent Third Part 7 Q 6 f " i et less* Ic7 "Sm*b* hst r", " X 6 Imps' Opaque 1= iberglas ' � "ClassicCraft" or "ClassicCraft Rustic" '�li3swing or Otat�nng Senes ` ; Ltn�tits of fJSe ttaliaton tntitsttrsns �� Approved :for ilse'i n HVHZ Yes FI;7730 1 2 if 1l! T 7730 �i lxdf \ � Ap#�rov�dfor use::otrtside HVHZ :Yes ` Verifie ifi 8y Lyndon t= 'rriitt, t�:f fmpratct Resistztrt#; Yes tad by Inge. nd�rtt Third R are Crea It+gxt Prssur f<I /A Ev�tlu #orr ifs�rrts w� wher• Set' I N T X730.6 for Ilestg s Pr ssuee Ratings, any acfdttronai use W7 E_Eg,1 84-0C} #4 tad limrtations tnstatlat�on instructigns and product particufars #Pfvte ASTM 7730 EVA1.773D.f3tlf fW100 02 iatifized for areas: instde the HVHZ) Catd b trtdependrt"Cittrd`Paifi .... 7730.7 ; g. "ClassicCraft Rustic" Series 3`0 x 6'8 "Impact" Opaque Fiberglas ti Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7730_R2_II_INST 7730.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, PJ Impact Resistant: Yes Created by Independent Third Part MIMI Design Pressure: N/A •• ... F-vabuatiorLRepgns Other: See INST 7730.7 for Des Pressure Ratn s an aaditionalW ' E E - E84 00 - 04. •. � 9 9 � Y W. • I.7�30LR�� d _ Q p limitations, installation instructions and product particulars. (Note•- AS14 : FVZCt<M_AL.EVAL 7730.7.pdf , E1300 -02 utilized for areas inside the HVHZ) 00 "' * Crdhted bye Independe T P DCA Administration • • •• •. • . . .. •. ••. . • • ••• • • 3 of 4 12/21/2009 02 PM Florida Building Code Online http:/ Avww. floridabuilding. org/ pr/ pr _app_dtl.aspx?param= wGEVXQwt... \` ` Department of Communi ty Affairs p Florida Buildin Code Online Codes and Standards \ M1. •�1 1555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 .. (850) 487 -1814, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclair Product Approval Accepts: ME 0 1011, ............ %: •• ...... . • . • ••• •• • • • •• • ••• • ••• ••• • • • • • •• • • • • • • • •• 00 0 • • •• • • ••• • • • • ••• • • • •• •• • • • • •• •• ••• • • ••• • • 4 of 4 12/21/2009 02:29 PM THERMAITM °T'H A T RU DOO yy 1 1 e 114DLISTRFAL DR., EDGERTON, C1H 4351 7 {� — 37.75 � � c t - � TEL. (41' 9)298 1 740 -- - °�°� -) FI �° i� 1 . .. 35.93" MAX. �om e� L i PAN81MDiH I e� CLASSIC CRAFT ,> CLASSIC 'RAFT RUSTIC ,....� g��gp F �¢,°� # �p B /9g�� E p p R q�,,�� GLASS ap t3O �,g O R � �o B8'rdw�lr8rING / O ! I a G U GENERAL NOTES vr Ilr4 f[lf"/�C r 2. 1. This product has been evaluated and is in compliance with the 2007 Florida Binding Code (FBC) structural = _ o Ed z requirements including the liigti Velocity Hurricane Zone" [HVHZ}. a �o Z Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall ¢ X O o 0 be beyond wag dressing or stucco. 3. When used in the "HVHT' this product complies with section 1626 of the Florida Building Code and does not ilm require an impact resistant covering.. i 8 j Fv' 4. When used in areas outside of the "HVHZ" requiring vdnd bane debris protection this product complies with o �, Section 1609.12 of t91a,?007 FBC and does not require on impact resistant covering. This product meets missile I r i � a • level "and H 4% d Zone A as defined in ASTM Ei996. • •• 5' For 2xstud frar;lnc cpgluction, anChoringof these units shalt be the same as that show for 2x buck masonry 6. • Site conditions t'naT deviate from t1 414 of this drawing require Further engineering analysis by a licensed • • Vc,jln'eer or re4s1%dt%chRect. • • • • • • =� '' � ••••• •••• •••••• �Q� o • +Wing configgg ior%using threshold item 44 meet water infiltration requirements tor'tiVHZ". ; • � ,.. _ . a rt. -�' r �' • 44g conf lgurbtion?dhd outswirll�mfturations using threshold item #,r5 do not meet the water Infiltration �SNIOCITH INSWING 37.7&' 822x' + 75.0 -76.0 yt � requi0ements for tt&e "HVFlr and 6WI i %ipstoged only in non - habitable areas or at habitable locations STAR • • ,faceted by an overhgrlg or co",*juch that the angle between the edge of canopy or overhang to sill is • less limn 45 dayreer "• • } INSWING 37 :75"x$2.25" +10Q.0 -10().0 ; • • 1 81E OF CCt?dl I'm CLASSIC q w • • • • IEEE 8 tfMPti N • • CRAFT g I iy &Qi elevations, design pressures b ral notes fjtlTS'lUit�G 37,76'x$0.76' �1 QF .Q ° 1 C)0.0 2 Door ponel details [Smooth Star} INSWING 11-75" x 8:45' + - 90.0 a J 3 Door pa details (Classic Craft} DAM /7 OS 4 Door panel ;oTs {assic Craft Rusticl RUSTIC 5 Door panel dso8s (Fiber Classic} OUTSWING 37.75"x80.75" +90.0 -9 — -- 6 Hadzontolcrosswitans owG a1: AL m 7 vertical cross sectio » s FIBER INSWING 37.75"x82.25" +75.0 °75.R am sr LFS aw�a vc ua: g' Sock ,&( raitle anchoring - 2`(buck m asonry co nssructicm CLASSIC ^, F'1. -- 7730.2 q Frorne anchoring . IX Cluck masonry construction C3tdTSi4►ttJG 37.75" x 80.75' +80.0 -80.q 10 BUt of ntgieriols & aam s >ts a+sE ? N I _ ra 48 47 41 EXTERIOR 47 41 Q c ^ S z am a a t z INTERIOR 46 C46 o ° 2 �aau43�o 1 HORIZONTAL CRO SECTION r Ito 2 - 47 E r 41 0 �� 1 O °° ao 0 a g j 4 — L EXTERIOR INT ERIOR o 0 �• • • ( � 42 TOP RAIL 49 L K STILE m • • .OQ9 1 L • A - A . .. • • f 00 • N PAN . • ••.••• Z S+ •.•.• G�GO�GG • N • • c'O °c •••.• 1.18" 47 25 � ••.•• uocGO � JL G GG •.•• � • • Qc�Q�oo •.•• GoGCGGGO •.• • o • .GGO�GO �•• .• • GooGOOGG a o � •.•••• 064LO)o I'D o •• 28:6% OPEN c c G 7 AREA MAX. HINGE SIILE 807TOM RAIL Z n o G o a c �. G 2 VERTICAL CROSS SECTION �h 517 z GooGGG0 o oGGG0000 2 w Am* N.T.S. � GcoGOGOO DtlrO.BY. AL m' Dwc. rN: LFS 3 DETAIL A•A m ❑ Panel reinforcement FL.- 7730.2 ❑ SHEET 2 OF ! N g a 56 57 51 EXTERIOR O 51 Y 3 g p m 1 > a 1 t I r o E u INTERIOR 56 m o ] c E o Z 52 �m'ia m« e 3 1 HORIZONTAL CROSS SECfldN gb � � � � � 51 O 0.32" I� �o ��• 3 c 1.49" TYP.4 13 CORNERS ' �� c OF PANEL % EXTERIOR INTERIO 0l ••• + a a 1 ` LOCK STILE m i••••i L ••• J • 4 •• SZ TOP IL 53 • • DETAIL{+ -A • • • 0000•• Lg • 0000•• L100Ro EL •° • • 50 class c Croft • • • ^•' • 0000•• ^' • 57 0000•• • •• •• •• • • 0000• G GOO 0000•• � > • • OOCOGOC 1.44 ° � D W 0000• 51 � Q C �p a Q o , b • oe 0000• 1.a9 0000•• OdOC�`UGO 0000 fi • • oyoaooc ••• � —{ 0:000• 56 � 000000co I 1 0000000 0t• 0.34" P • a�oGO� � ��/ ° 55 Z • COOG OGGG ,� • 2" o 0000•• c�vi•oGO • 2� T � ¢ � D0000raoG q-r � fl 28.86% OPEN ' AREA MAX. HINGE STILE SS 80 OM RAlL p 8 O�oO O t 00000 O 2 VERTICAL CROSS SECTION omE 5/7/08 z �' OOGC�CCOp G0000GGO 8 SrALF-' N.T.S. cm BY. LFS cGCCOGc �? in DRAWm N0: Q Pane einforrcement FL- 7730.2 0 air 3 OF S o: O 31 31 n n EXTERI c ro I I � a °meo s i 32 v ooao INTERIOR 2 a 5 C! o° 4 1 HORIZONTAL CROSS SECTION s 4 3b 31 - -- U O 1 49" 4 TYP.4 13 CORNERS / � o EXTERIOR INTERIOR F o OF PANEL O K ...� i • • • • • • 4 • • � BOTfOM RAIL 1 ;Q 0000•• • • • �- w • • DEfAILek • - O 0000•• • • • • • • DOOR IBANEL • ° • > z 31 • 30 C`assic Craft Rustic• • • •• 0000•• � � 3b StS 0000•• • •• •• •• V7 �y r 00.00 • 00:69 35 0 • • cao 0000• aeQ OUCO 0000 • • L- a o o • ,,pp qqa 0000 ,� ••6.9• doobbco �4AS —�I F • • :;OoOoGoOO O 06009 COC •••••• ccO�Go •6• /. 3� i o •• o s i7iw CC) O �I 5. i •o 00.00 • $ 0000•• " O0000 • /� a •ac9, 0 0 0 • i 32 TOP IL ¢ J 0 0 0 o•G G O �� (Arched) o m S 011 o o o � 2 VERTICAL CROSS SECTION z c00 0 0 G0 o a 0 28.86% OPEN 4 z o 0 o c AREA MAX. LOCK S HINGE NILE DAM 5/7/08 z ffi °o�o SCAM N.T.S. GooGGc � oc ^ocoo owc.er: AL m' ew Br: LFS 3 DRAW= No.: d DEinforcA FL 7730.2 0 Panel reinforcement N s t 4 - , 3 a 63 66 67 61 EXTERIOR r rT I NTER IO R 66 bb 1 HORIZONTAL CROSS SECTION 61 z O 1-- 4.10" g m —� EXTERIOR INTERIOR ok ° ral 0 a a • • • ¢ 62 TOP IL LOCK STILE • • ANEL s • N •••••• caste • • o • • • 61 • o o •••••• O r'00 •• •• ••••• gcaaiaGO ••i•• V' r}', • • 00000000 1,jg" 67 Ij � ••••• QVOOlt OC •••• � 00040 CW^00 • • • 0G o•. G oo ••• � I -1.53" •••••• 00000coo n I f 66 • • 01100 GOO ••• •✓ / �'• �, ri• - P. - z is •••••• 000ec•cvo • / ocootoc •••• + �; o • d000QcG •• �Lj rq T a •••••• o ccGGCC �• • '�k o , ^ • 28.56% OPEN AREA MAX. yl HI G SALE 65 BOTTOIIA RAIL Z o 00000 - C 2 VERTICAL CROSS SECTION one 517108 2 0000000 p 00000000 `§ SCAM' N.T.S. 00000_c pWG, gy. A[, ro ow Sr, LFS oaawwc NO, � DETAIL rce FL- 7730.2 0 Panel reinforcemenl n Sir 3 7 7 ^ off � b L �o � ngW ;� w �mw o _ZDa o m pz �3 Z � 19 INTERI a G'a 2 i •: ;. it o 7, 3 T lB I A 0o EXTERIOR 40 30 14 z fzy yr 60 50 �/' I Co I g n 1-I /4"MIN, 61 P 41 EMB. (TYP.) t c~i 3 6 4 5 B 3 HORIZONTAL CROSS SECTION a a n. ••• 7 7 7 7 6 Shown wi 1 X sub -buck tih substituting \ ! r • ° • • • 4 L 1 • • 0 15 concrete screws for wood screws oer m • • • • • Y� Section 1714.5.4.2 of the FBC •gg • —� • C'SINK C'SINK O • • •' .p • • • rj i • PP.) (rYP'I I ° w »a • •• • > i•• ° • •o)! ki• • 8 9 9 8 ° p z • • • • s I • • • % 70 INTERIOR INTERIOR 10 \ \ re m • • L l z o • a z z • ••' I I I \ A 4 < Z U 30 40 EXTERIOR EXTERIOR 40 30 14 I �h 5/7 08 L 16 �: N.T.S. ° » 50 60 60 50 ? I..1 /4" MIN. owc. 6Y: AL m EMB. (TYP.) � 1 - !/4 "MIN. DRAW N: LFS 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION EMB. (TYP owswwo em: 0 6 Outswing shown - inswing 6 Outs pproved inswing FL_7730,2 0 also approved SHFM _ �L OF 0 v s V MIN. FROM I" MIN. FROM -- MASONRY EDGE MASONRY EDGE (TYP.) 2-1/2' MIN. FROM 2-11/2" MIN. FROM MASONRY EDGE MASONRY EDGE Ui INTERIOR EXTERIOR - - V� L z: A 8 EXTERIOR INTERIOR INTERIOR EXTERIOR a (T VERTICAL CROSS SECTION VERTICAL CROSS SECTION 2 \ VERTICAL CROSS SECTION 7 OutswJing configuration outswing shown - Inswing 7 Shown w1IX sub-buck substituting see general notes, sheet I W also approved concrete screws for wood screws per for "HVHT'water infiltration Section 1714.5.4.2 of the FBC requirements • • • 90980: EXTE INTERIOR EXTERIOR INTERIOR 7 0 so z INTERIOR EXTERIOR 6 30 40 LD so:** *so* 30 40 W 0690: ... so 60 so 60 (D4, 7 10 50 6Q a E 14 I 5/ 7/08 N.T.S. 0". BY: AL 6� VERTICAL CROSS SECTION cwc ft. LFS VERTICAL CROSS SECTION VERTICAL CROSS SECTION � 7 a 7� insw;ng configuration K �7 inswing conriguraticn see Outswing configuration DPAWM M: general notes, sheet I see general notes, sheet I see general notes, sheet I FL— 7730.2 for water infitration water for "HVHr ter infiltration for'liVHZ' water Infiltration ro requirements requirements f requirements Z of 10 a sM o 1 1.08' MAX. n m N 4` d ON CENTER TYP.SEE D TYP. SEE D g F E g j NOTE 1 1 NOTE 1 TY ' u m ° a a m° fr MASONRY MASONRY. 4 a M ONRY JAMBS — J I j OPENING OPENING Y ENWG _ t X y -- FRAME N X w u ¢ u } N�� 2X BUCK - b° u a 2X BUCK 0 2X BUCK- o I O N m W a Logo: • • • • BUCK ANCHORINGv i • • BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB • • • • �IP a= 80 PV 80 • • 80 < DP <= 100 psf sonry 2X buck construction • En **:ego • _ ••••• ••••• •• li • • o •1••i •• • •••• W 606 o: 00 NOTW • •••••• L - I • a t 14 Elco ConGrStS "e:vs anchdrlh; t&tck require a minimum I masonry edges, to mason edges, a 12 a 12 f g • -114" minimumembecinent an41 a rrljnjlnum 4" clearance to adjacent concrete screws. Substitution o a • • Squat concr%t % screws from cldi�ren► supplier may have different edge distance and center /� o distance requUemen @ �oncreteIcrew locations at the comers maybe adjusted to maintain the 14 minimum edge"ARce to mortar joints. It Concrete screw locations noted as "MAX. ON CENTER" a must be adjusted to maintain the minimum edge distance to mortarjoints. additional Concrete screws may be required to ensure the maximum on center dimension is not exceeded. D 5/7/08 ° z SQ'IM N.T.S. HINGE DETAIL LATCH & DEADSOLT DETAIL DVM a+: AL m CM er: IFS 3 DPAVMG NO.: e FL- 7730.2 5 sxEEr 8 OF ] 0 rR a M) m d » ri TYP. HEAD &JAMBS g 5 6 o E LL SEE NOTE 1 a m c� MASONRY _! a 17 OPENING —�- — i �, G SEE NOTE 2 U i � Z PRAMS —' co U _ __� z 20 f m OU L O L, LATCN & DEADBOCi DETAI 1X SUCK �o • m 0000.. .. 0000.. N •• • 0000•• a ° ? 0000•• • •• ° Z 0000• 0000 0000•• � • • • • • • • GE JAMB • • • • FRAME ANCHORING STRIKE JAMB 11 — • • • Masonry 1 X buck construction • • • •• 0000 \ �SEE NOTE I 0000•• • • • 0000•• 0000•• • • 12 • NarES: 0000• • • • • •• ° b' • t• • j/f1" ITN conne � sFrews ancPlorifRg f%ne and /or sill require a minimum 2 -1/2" clearance to masonry edges, a I.1 /4" w z minimum enbedrngpt and a mTnimum clearance fo adjacent concrete screws. Substitution of equal concrete SEE NOTE 1 0 g screws from & Siff0ent supplier may have different edge distance and center distance requirements. Concrete screw 'm locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. It Concrete screw 2 12 z n locations noted as 'MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional Concrete screws may be required to ensure the maximum on center dimension is not exceeded. 5/7/08 ° z S sw-L N.T.S. ° 2, 3116° ITW concrete screws ancnoring frame and /or sill require a minimum 2 -518" clearance to masonry edges, a I -I/4" NfNGEDETAII DM BY. AL m minimum embedment and a minimum 2 -I/4" clearance to adjacent concrete screws unless otherwise noted by aac. BY. LFS 3 concrete screw manufacturer. muwm N°- rc FL- 7730.2 v O SHEET 9 _1O N g — z o a s 3 � � F BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 X BUC SG >= 0.55 WOOD 30 CLASSIC CRAFT RUSTIC DOOR- SEE DOOR PANEL DETAIL SHEET FOR DETAILS R b B 2X BUCK SG >= 0.55 WOOD 31 DOOR SKIN 0.090" THK. CC RUSTIC Fy = 6,000 PSI MIN. FIBERGLASS m R C MA 1/4" SHIM SPACE WOOD 32 TOP RAIL (CLASSIC CRAFT RUSTIC WOOD D 114 X 2 -3/4" P FH ELCO CONCRETE SCREW STEEL _ 33 LOCK & HINGE STILE (CLASSIC CRAFT RUSTIC) WOOD /LVL E MASONRY 3,192 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 34 BOTTOM RAIL (CLASSIC CRAFT RUSTIC) COMP. 1% a _ 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 35 PANEL REINFORCEMENT 0.023" THK. CLASSIC CRAFT RUSTIC) STEEL - u G 3116 X 3 -1 /4" PFH ITW CONCRETE SCREW STEEL 36 FOAM CORE POLYURETHANE o o $ n H 114" X 3 -1/4" PFH ITW CONCRETE SCRE _ STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANE DETAIL SHEET FOR DETAILS � i . c S 3 � `" J 1 14" X 3 -3/4" P FH ITW CONCRETE SCREW STEEL 41 DOOR SKIN 0.07T THK. SMOOTH STAR) Fy = 6,000 PSI MIN. FBERGLASS m a a o L #10 X 2 - 1. /2" PFH WOOD SCREW STEEL 42 TOP RAIL SMOOTH STAR COMP, a p g a 1 INSWING ADJUSTABLE TH RESHOLD (IS300AJ ALUNQWOOD 43 LOCK STILE (SMOOTH STAR) WOODAVL z 2 N$W!NG THRESHOLD (IS300HP5) ALt1M.1COMP. 44 HINGE STILE (SMOOTH STAR) — WOOD ,� B 3 INSWI SELF ADJUST THERMAL BREAK THRESHOLD (ISP30M) ALUM. /COMP. 45 BOTTOM RAIL S MOOTH STAR) COMP. g 4 OUTSWING COASTAL THRESHOLD ALUM. /WOOD 46 PANEL REINFORCEMENT 0.023" THK. SMOO STAR) STEEL S OUTSWiNG STANDARD THRESHOLD ALUMJWOOD 47 FOAM CORE POLYURETHANE b INSWING TH RESHOLD ALUM. /COMP. 50 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 7 DOOR BOTTOM SWEEP VINYL 51 DOOR SKIN 0.090" THK. (CLASSIC CRAFT) Fy = 6,000 PSI MIN. FIBERGLASS 0� y 8 JAMB PINE SG >= 0.55 WOOD 52 TOP RAIL CLASSIC CRAFT) COMP. ° 9 JAMB (OAK) SG - 0.55 WOOD 53 LOCK STILE (CLASSIC CRAFT ) WOOD /LVL ° 10 WEATHERSTRIP FOAM 54 HINGE STILE (CLASSIC CRAFT) WOOD /LVLS mCL� 11 HINGE STEEL 55 BOTTOM RAIL CLASSIC CRAFT) COMP. w° o0 12 #10 X 3/4" PFH SCREW STEEL 56 PANEL REINFORCEMENT 0.023" TH (CLASSIC CRAFT) STEEL �m 13 #9 X 3" PFH WOO SCREW STEEL 57 FOAM CORE POLYURETHANE o m 14 LATCH STRIKE PLATE STEEL 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS °o 15 SECURITY STRIKEOWNWt STEEL 61 DOOR SKIN 0.137"THK. (FIBER CLASSIC) Fy = 6,000 PSI MIN. FIBERGLASS a 1 to #8 X 11/2" Pffr,C,96% STEEL 62 TOP RAIL (FIBER CLASSIC) COMP. y 1 R� 4" PFH SCREW • • • STEEL 63 L OCK STILE (FIBER CLASSIC) WOOD /LVL m 18 J KWIKSET 200 SRR"WirAGE LOCr STEEL 64 HINGE STILE FIBER CLASSIC) T WOOD I 600 SER DEA�BOLT • • STEEL 65 BOTTOM RAIL (FIBER CLASSIC) COMP. • • • • • • • 66 PANEL REINFORCEMENT 0.0 THK. 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'.�?t *? ,.t.'a -° _��'�.� ,..c ..,.� _ _ys����" - tw.y -ate •+> i. 'x'x:.mm4•:�:a_r'':�'�a�52•:4, P ?�ar'wair� ks. � '��Tt' �:''7'�. - �!sF'�5''- :.;r= �.._'�. -_1"'r'ri?&P';== 'F:! -, _ .. S�'h -:a ..,;� 'k' z.� �',_ - '�;`- a -v , a nK- f a is c�ffici �i .n'r� lire t 1 by r: 1 I tc e Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 139405 Permit Number: WS -1 -10 -132 Scheduled Inspection Date: March 31, 2010 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Windew Bees ' � .. Owner: PENA, JUAN Work Classification: Door Replacement Job Address: 1400 NE 102 Street Miami Shores, FL 33138- Phone Number Parcel Number 113205023012 Project: <NONE> Contractor: LOWES HOME CENTER INC Phone: 4071370 -2872 Building Department Comments INSTAII TWO NEW IMPACT DOORS (REAR AND BACK) * ` VA'c Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 30, 2010 For Inspections please call: (305)762 -4949 Page 23 of 23