The URL can be used to link to this page

2341 Fiddler's Ln RES20-0107 Door Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP: BRYNN K DREDLA 2341 FIDDLERS LN ATLANTIC BEACH FL 32233-4681 COMPANY:ADDRESS:CITY:STATE:ZIP: PELLA WINDOW AND DOOR 350 State Road 434 W LONGWOOD FL 32750 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169463 0114 OCEANWALK UNIT 01 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 2341 FIDDLERS LN RESIDENTIAL WINDOWS/DOORS replace doors $20954.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $155.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $77.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.49 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.33 TOTAL: $238.32 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 6/9/2020 PERMIT NUMBER RES20-0107 ISSUED: 6/9/2020 EXPIRES: 12/6/2020 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 of 2Issued Date: 6/9/2020 PERMIT NUMBER RES20-0107 ISSUED: 6/9/2020 EXPIRES: 12/6/2020 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $244.14 RES20-0107 Address: 2341 FIDDLERS LN APN: 169463 0114 $244.14 BUILDING $155.00 BUILDING PERMIT 455-0000-322-1000 0 $155.00 BUILDING PLAN REVIEW $77.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $77.50 STATE SURCHARGES $11.64 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.49 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.33 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.49 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.33 TOTAL FEES PAID BY RECEIPT: R12085 $244.14 Printed: Tuesday, June 09, 2020 11:08 AM Date Paid: Tuesday, June 09, 2020 Paid By: PELLA WINDOW AND DOOR Pay Method: CREDIT CARD 336102338 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R12085 Doc # 2020085179, OR BK 19180 Page 1999, Number Pages: 1, Recorded 04/20/2020 12:25 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 AEW! llF.('QW!NQ -Rt-T!!J\N TO Pella WIndows & Doors . 350 W State Road 434 longwood. Fl 32750 P£lWlT~UMBEII.: ______ _ NOTICE OF COMMENCEMENT 'Ibc undersigned hereby gives nOlice th . . Florida Stalutes h foil .. at tmprovement WIll be made 10 certain real CIty d . ,I e oWIng Information is provided in this NAil' fC prop. an In aceordance with Chapter 713 u ce 0 ommen cement. • I. DtSCRlmON OrPROI'EItTY (l.egal de . . G SU8DIVlSION CoLCI..'I\ ""c...\~IOOofth:~:crty&Slrcct~ddresl.ifnvatlabl.)T'\xFOI.~XO.: ICc. 1 '1 (Q"6. ~\ I V .t "\ I? ..... (' __ TRACT LOTS"....> HI DC 1 '1")' ·,;>7 • .;voJ..qG Q:2'i I F",l~\..e.IL.\ L"'~ usrr 1. GENERAl. DtsCRIPTIO!l OPIMPROvtMENTI D~~1t-;2 3. OWNf.1l1SBOR.\IA'fION Oil LESSEr ~u • " .... ORMATIOS IF TilE: LESSl:SCONTb'CY . -:a.. .,....,. \ '\. . "" ED FOR TlIt:IMPROVEMl. ... T· • SlIIIIe and .ddt,,,,"'p '{ 'I, \\. V'\ \.J " ~ ~ 0-... )..3 '-\ I F\ ~ ~ ~~ u' (\ \ \ \:) . b.ln"" ... inprofl"'Y'C>\.N'~ . ___ ~...l~G-. ... -h~ ~~k Fc:- c. NoOlo and add,e .. or re. simple d'l.hol~ (;(dilfe"",' If .... O ....... Ii~:::::;~\'Y.£ :;. ~.~.1..3. 4. a. ~OllTRACTOR'S NAMIl: Pella Windows & Doors . C""'clor' •• d.lt,,~ 350 WState Road 434 ___ b Phomr nwnbct: S. SURl"TV (if applicable •• copy o(lh. p'yJgt'.Qi'fs~):FL 32750 • SUI .. Bnd addreu ---tJl.::::d~\:~,-._--------------- b. Phonotl\llobcr: _______________ c. Amounlofbcnd: s. ____________ _ 6. a. I.E)IDER'Sr/AME: \ LCilder.'addrw: ______________ J~~~ ___ b Ph""" numb~~ --'-' 7. Pcr:lOlls within the State of florida de:Jignaled by 0 . ---------Seclion 71113 (I) (8) 7 .• Florida Statutes: wner upon whom notIces or olher doo~m.nls may be served as provide'!! by --t;t\.'rt:::=.'IL==--- b.l'holl.numbcrsordeslsnatedpenon" -, ,- _______________ J~~ __ _ a.Nom.and .ddress: ______ _ B; a.ln.addition 10 himsel~or h;rsctf •. 0m1c:t d,,:,ign~cs of 10 r=lve II copy oflhe Uenor s Notice as provided In Section 713.13 (l)(b), Florida Stalute=s-. ---------- b. "boRe nurabvr CrpCt50Q or "lily duiipDtcd by Ownc:t: ----------------- (S III r or Lessee, orOwDer's or ~'l ihorlud OfficerlDlreclor/Panncr/YJIDal\tr) statcof Vl County of t> IJ \fA \ "Ille foregoing instrument was acknowledged before me this 1. by ~a.~NtI ~Qe:t\Iv'\ for (nome ofpcr5on~ \.J--.-: day of_..:::O:....\!----. !O~ ____ _ .~~~O~u,l~)~&lp~~OL~--~------·--~--(type of a\lthority .... c.g. officer. ttusl~.1ll10n1cy in fact) (ruun~ or party on behal f of ",hom instrument ",us c":"utcd) Personally Known __ or Produced Identifi\..'IIlionL Typc ofldcntilicalion Produced ---''----=--=----- It ... IO·IS·ll Gregocy A. Jakush MOTAR'!' pUBLIC STATE OF FlORIDA comm# 00210224 expires 412312022 (Si~lIl (Print, Type. or Slam Building Permit Application Updated 10/9/18 City of Atl,antic Beach Building Department 800 Seminole Road, Atlantic Beach, FL 32233 **ALlINFORMATION Phone: (904) 247-5826 Email: Buil d i ng -Dept@co ab.us HIGHLIGHTED IN GRAY IS REQUIRED. Job Address: _ ?.3 '-11 f\ ~~\..e.,,~ LfJ.. 'f'.S2-Permit Number: Legal Description 4;) .1-2>/.~.:5· ';)9 6 Q~",-~\ \<. \j (\\t-l ~rs-.r R-E#-1-6-9--'-l-~-~--·()-\-I-Y-- Valuation of Work (Replacement Cost) $ ~t q.::>~"1-Heated/Cooled SF Non-Heated/Cooled '---- • • Class of Work: DNew D Addition ~ration D Repair DMove DDemo D Pool D Window/Door Use of existing/proposed structure(s): D Commercial ~idential • If an existing structure, is a fire sprinkler system installed?: D Yes D Na • Will tree(sl be removed in associat i on with proposed oroiect? D Yes (must submit separate Tree Removal Permit1~ Describe in detail the type of work to be performed: ~~\().~ ~ '1)~~CS0/<e..-~'\ S/~ Florida Product Approval # I \.I (3)~ d . ,() / Iry :3 0 ;}. U Property Owner Information I Name::-<" \L V) V\ ~~\. ~ Address ~ '-Il 'Fl & l.e.o Lo... ~ CitY 'M\t...w...\-\~ ~th -State FL. Zip 3d-a-~~:>--P~ho=-n'::"e-~7i-~-==·:';b~<t~O::""'.---;~:-::~"""";;}.-=7::::---- for multiple products use product approva i form E-Mail _~-:-:-:-:-=:----:--:-_-;-:-:-:-___ -:-_--:-__________________ _ Owner or Agent (If Agent, Power of Attorney orAgency Letter Required) ,---- Contractor Information Name of Company , PeNa Windows Be Doors ' Quali fying Agent -s.'(\.N.J ~ ~ tr-...~ Address 350 W State ROOd 434 City State Zip Office Phone LonQWOOd F..I.. 32750 Job Site Contact Number --Z J. ;-9 ~ ( -tJ ~ Y <.p ----- State Certification/Registration # ~t\{ <a il'a.. E-Mail, ____________________ _ A~hi~ctName&Phone#~-------------------------------- Engineer's Name & Phone # _----' ______________________________ _ Workers Compensation Insurer _-------------OR Exempt 0 Expiration Date _______ _ Application is hereby made to obtain a permit to do the work and installation s as indicated , I certify that n o work or installation has commenced prior to the issuance of a pe rm it and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction, I understand that a separate permit must be secured for ELECTR ICAL WOR K, PLUMBING, SIGNS , WE LLS , POOlS, FURNACES, BOILERS, HEATERS , TANKS, and AIR CONDITIONERS , etc , NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public recQrds of t his coun ty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies ; OWNER'S 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, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY-IF YOU INTEN TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE a l ::~~:~:~,::l~ RECORDING YOU dJICE OF COMMENCEMENT. -".$ CP g ;;: __ ----,,4:::::=:::~-----:---__:_-----ito. m -< (') (Signature of Contractor) ~ ~ 8 ~ ~_l ,~ 2 ~;;: en J r-ZUl~::;j1 S'lgned and sworn to (or affirmed) before me thiS __ day 0 0" (1) Z -6l'~~m ~ \ ........ , \ -< ::l 0 ;;0 c-, o"l N-f\----c_--J""CO;;.=-----i\-;p 1,3 z ' £..:2 '1= q ~-~.-L--------------11 0' N G) :s:: (Signature of Notary) I §r 5D G) ~ . g-r:5 m r;:; 111 i\I<RY Gregory A, Jaku ~ ~ ~ -< I ~ t.l NOT ARY PUBU ffi' N II ~rsona lly Known OR iil ';:!STATE OF FLOI.Itl;;; ..... ~.~ [ J produced Identification -.'i? COlluM GG210224 Type of Identification: _, ___ --'=-\=:\'1>-. --fiE.x.pi~liIs 4/,2,312022 V T Signed and sworn to (or affirmed) before me this ~ day of 0\ ,'Ul9-u ,by M~";J;n/~ (Signature tary) [ J Personally Known OR tproduced Identification ~ L \... ' Type of Iden ti fication: __ ..!,-~~\-~~~\...~------- .. " .' .... .' . .. . . . . .' . .'. . \. ;;c:j.ri ':!"'4 ..... ; ... i \ \ \ \ ;I .\ \ \ \ \ i 4/18/2020 Florida Building Code Online BCIS Home I Log In I User Reg istra tion Hot Top ics I Submit Surcharg e I Stats & Fac ts 1 Product Approval USER : Public User Product A P..I~roval Men u> Product or AQRlica lion SE:arch > 8rm 1icat ion List> Application D eta il FL # App li cation Type Code Version Applica ti on Status Comments Archived Product Manu f acturer Address/Phone/Ema i I Authorized Signature Technic al Representative Addres s/Pho ne/Email Quality Assurance Representative Address /Phone /E mai l Category Subcategory Comp liance Method Certification Agency Validated By Referenced Standard and Year (of Standard ) Equivalence of Product Standards Certified By FL14302 -R6 Revisi o n 2017 Approved *Approved by DBPR. Approva ls by DBPR sha ll be reviewed and ratified by the POC and/or th e Commission if necessa ry . Pella Corporation 102 Ma in St. Pella, IA 50219 (641) 621 -6096 pellaproductappro v al@pella.com Joseph Ritz e rt r itzertja @pell a .com Joseph Hayden 102 Main Street Pella , IA 502 19 (641) 621-6096 jahayde n@pella.com Pat Bortsche ll er 102 Main Street Pe ll a, IA 50 2 19 (6 4 1 ) 621-1000 P J Bortsch e ll er@p ell a.com Exteri or Doors Swinging Ex terior Door Assem blies Certification Mark or Listing Window and Door Manufacturer Association Terrence E. Lunn, PE .; Validation Check list -Hardcopy Received Standa rd AAMA/WDMA/CSA 101 /I.S.2jA440-11 ASTM E1 886 -05 AS T M E1996-09 Fl orida Licensed Profess io nal Enginee r or Arc hitect Year 2011 2005 2009 FLl4302 R6 Egu iv AS TM E1996 Egui va lecy. Statement for FL1 4302.p..Qf htlps:llwww.floridabuilding.org /pr/pr_app_d tl .aspx?para m=wGEVXQwlDqsbC UI TKe I20LZ3hyX4dZCZTTIJKduJcOLnCC lsJne9Ng %3d%3d 1/4 4/18/2020 Product Approval Method Florida Building Code Online Method 1 Option A Date Submitted Date Validated 05/18/2018 OS/21/2018 Date Pending FBC Approval Date Approved OS/28/2018 Summary of Products ·N •••••• _·_ ...... ....... -. --_ ..... _---_ ........... _-_ ...... FL # Model, Number or Name Description ... ...•.........•••.•.....• -..... ......... _-... •••••••••••• N •• _ ••• . ...... __ .... __ ........ -................ _ .. .... .............. . ..................... -.. -..... 14302.1 Architect Series Clad Out-Swing Door French Fixed Sidelight; 37.875" x 119.5 Impact ........ _-_ ........ _---_ ...... _-_ ....... ....... _-_ ..... _ .... -.-, .............. _.-... -..... __ ....... _-_. __ .... -········_···· ____ .·_H._··_ ......... ...... _._H •. __ ._ •.•. _._._ ...•••••• ____ ••.. ____ ................ ........... _ ... _._ ....... --... _ ...... .. ...... __ ..... _---_ ...... Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14302 R6 C CAC FL14302.01 CCl411 H 1188.67.pdf Approved for use outside HVHZ: Yes FL14302 R6 C CAC FL14302.01 Impact CCl Impact Resistant: Yes 411 H 1188.83 89.pdf Design Pressure: +70/-85 Quality Assurance Contract Expiration Date Other: 1) These Sidelights are impact rated to Wind Zone 4 09/02/2020 Missile level D. 2) Glass & glazing shall be as specified in the Installation Instructions attached glazing detail "A" or "6". (Detail "A" is not applicable to F!,14302 R6 II Drawing 1730.pdf sidelights over 95.5" tall). 3) Intermediate Rail with partial Clad FL14302 R6 II Glazing detail A for FL14302.pdf Flat Panel applies. 4) Clad Flat Panel not to exceed midspan of FL14302 R6 II Glazing detail B for FL14302.p-df panel height. Verified 6y: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL14302 R6 AE Drawing 1730.Qdf Created by Independent Third Party: Yes 14302.2 Architect Series Clad Out-Swing Door French Fixed Sidelight; 37.875" x 119.5" Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14302 R6 C CAC FL14302.02 CCl 411 H 1188.68.pdf Approved for use outside HVHZ: Yes FL14302 R6 C CAC FL14302.02 Impact CCl Impact Resistant: Yes 411 H 1188.83 89.pdf Design Pressure: +70/-85 Quality Assurance Contract Expiration Date Other: 1) These sidelights are impact rated to Wind Zone 4 09/07/2020 Missile level D. 2) Glass & glazing shall be as specified in the Installation Instructions attached glazing detail "C". 3) Intermediate Rail with partial FL14302 R6 II Drawing 1730.pdf Clad Flat Panel applies. 4) Clad Flat Panel not to exceed FL14302 R6 II Glazing detail C for FL14302.pdf midspan of panel height. Verified By: Warren W Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL14302 R6 AE Drawing 1730.pdf Created by Independent Third Party: Yes ." I ----~ 14302.3 Architect Series Clad Out-Swing Door French Hinged Door; 75" x 119.5" Impact ------" --" .. _--._----_._--- Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14302 R6 C CAC FL14302.03 CCl 411 H 1188.56.pdf Approved for use outside HVHZ: Yes FL14302 R6 C CAC FL14302.03 Impact CCl I Impact Resistant: Yes 411 H 1188.69 75.pdf Design Pressure: +55/-55 Quality Assurance Contract Expiration Date i Other: 1) These doors are impact rated to Wind Zone 4 Missile 07/19/2020 level D. 2) Glass & glazing shall be as specified in the attached Installation Instructions I glazing detail "6" or "C". 3) lock shall be Amesbury 3 point or 5 FL14302 R6 II Drawing 1730.pdf pOint lock system. 4) Intermediate Rail with partial Clad Flat FL14302 R6 II Glazing detail B for FL14302.pdf Panel applies. 5) Clad Flat Panel not to exceed midspan of FL14302 R6 II Glazing detail C for FL14302.pdf panel height. Verified By: Warren W Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL14302 R6 AE Drawing~pdf Created by Independent Third Party: Yes . "_ . -_. ._ . 14302.4 . ~Ilpact Series Clad Out-Swing Door French Hinged Door; 75" x 95.5" "-------------.. --.-------.~--- Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14302 R6 C CAC FL14302.04 CCl 411 H 1188.63.Qdf I Approved for use outside HVHZ: Yes FL14302 R6 C CAC FL14302.04 ImQact CCl I Impact Resistant: Yes 411 H 1188.76 82.Qdf I Design Pressure: +70/-70 Quality Assurance Contract Expiration Date Other: 1) These doors are impact rated to Wind Zone 4 Missile 07/22/2020 level D. 2) Glass & glazing shall be as specified in the attached Installation Instructions glazing detail "A", "B" or "C". 3) lock shall be Amesbury 3 pOint FL14302 R6 II Drawing 1730.Qdf lock system. 4) Intermediate Rail with partial Clad Flat Panel FL14302 R6 II Glazing detail A for FL14302.pdf I applies. 5) Clad Flat Panel not to exceed midspan of panel FL14302 R6 II Glazing detail B for FL14302.pdf height. FL14302 R6 II Glazing detail C for FL14302.pdf Verified By: Warren W Schaefer, P.E. 44135 i I httpS:/lwww.f1oridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsbCUITKeI20lZ3hyX4dZCZTTIJKduJcOLnCClsJne9Ng%3d%3d 2/4 4/18/2020 Florida Building Code Online Created by Independent Third Party: Yes Evaluation Reports FL14JQ2 86 AE Drawing 1730.ru;!f Created by Independent Third Party: Yes ----.. --.------.. .._-_._----------, 14302.5 Architect Series Clad Out-Swing Door French Hinged Door; 75" x 81.5" with a clad flat panel below Impact an intermediate rail .. ---.-._--.. _----- Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F!.14302 R6 C CAC Fl14302.05 CCl ~11 H 118B.66.ru;!f Approved for use outside HVHZ: Yes FL143C2 R6 C CAC FL14302.05 ImRact CCl Impact Resistant: Yes 411 H 1188.90 96.Rdf Design Pressure: +70/-85 Quality Assurance Contract Expiration Date Other: 1) These doors are impact rated to Wind Zone 4 Missile. 09/07/2020 level D. 2) Glass & glazing shall be as specified in the attached Installation Instructions glazing detail "A", "B" or "C". 3) lock shall be Amesbury 3 point FL14302 86 II Drawing 1730.Rdf lock system. 4) Clad Flat Panel not to exceed midspan of panel FL14302 R6 II Glazing detail A for FL14302.Rdf height. Fl14302 86 II Glazing detail B for Fl14302.pdf Fl14302 R6 II Glazing detail C for FL14302.Rdf Verified By: Warren W Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL14302 86 AE Drawing 1730.Rdf Created by Independent Third Party: Yes ... i _J . _____ .. w_,·~·.· ... · ... _ .. ----_._---_ .. __ ... _ .. _ ..... _. __ .. __ ._--_ ... __ ........................ _._ .. __ ._ ....... __ ._ ............ __ .. -....... ----......... ......... __ .. __ .. _ ....... _-_ ...... _ ...... , 14302.6 Architect Series Clad Out-Swing Door Non-Impact Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +70/-85 Other: 1) Configurations of glass shall conform to the current ASTM E1300 standard with all glass being safety glazing. 2) Intermediate Rail with partial clad flat panel applies. 3) Clad flat panel not to exceed midspan of panel height. " ................ " ... ""."._--" .. __ ............ ". __ ..... _._-_ •• __ • ___ ·" ....... ______ ... "." ••• _···_ ... •• __ .··_·." ... ".m.",._ •• __ 14302.7 Architect Series Clad Out-Swing Door Non-Impact Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-55 Other: 1) Configurations of glass shall conform to the current ASTM E1300 standard with all glass being safety glazing. 2) lock shall be Amesbury 3 point or 5 point lock system. 3) Intermediate Rail with partial Clad Flat Panel applies. 4) Clad Flat Panel not to exceed midspan of panel height. French Fixed Sidelight; 37.875" x 119.5 Certification Agency Certificate FL14J02 86 C CAC Fl14J02.Q6 CCl 411 t:! 1188.:i1.l,ru;!f I I I Quality Assurance Contract Expiration Date 06/22/2020 Installation Instructions Fl14JQ2 86 II Drawing....ln..Lgdf Verified By: Warren W Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL14302 86' AE Drawiog 1731.ru;!f Created by Independent Third Party: Yes ......... -... -.~---..... -.. --.... ----.---".-......................... _-_ ... -................. -.-_ ...... _ . .......... _ ....... _ ..... __ ........... .......... 1 .. _- French Hinged Door; 75" x 119.5" ._-~] , Certification Agency Certificate F!.14J02 86 k kAk Fl14J02,Q7 Ckl 411 H 1188. 59.ru;lf Quality Assurance Contract Expiration Date 06/30/2020 Installation Instructions FL14302 R6 II Drawiog 1731.p-df Verified By: Warren W Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL143Q2 R6 AE Drawing 1731.R.df Created by Independent Third Party: Yes i I , , I _J 1-----------_.-------.. ---------.. -------_ .. _ .. _----------_. -_.] 14302.8 Architect Series Clad Out-Swing Door Non-Impact ........ _._ ... __ ........ __ ._ ............. ----'----_ ...... _ ..... _---_ ... _ .... __ ._ ........ __ .. _ ... - Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +70/-70 Other: 1) Configurations of glass shall conform to the current ASTM E1300 standard with all glass being safety glazing. 2) lock shall be Amesbury 3 point lock system. 3) Intermediate Rail with partial Clad Flat Panel applies. 4) Clad Flat Panel not to exceed midspan of panel height. French Hinged Door; 75" x 95.5" -_ ... _-_ .. _----------_._-_._ .. _---.. _._-_._-------_._. __ .- Certification Agency Certificate --j FL14302 86 C CAC FL14302.0B C!::l ~11 H 1188. 65 .... ru;!f I I Quality Assurance Contract Expiration Date 07/22/2020 Installation Instructions F!.14JQ2 !l,6 II Drgwiog....ln..Lru;!f Verified By: Warren W Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports F!.14J02 R6 AE Drawing....ln..Lru;!f Created by Independent Third Party: Yes - I j I I I I i .. -.. -~--... -----.. -.--.. -.---... --... -............ --r .. --.... ·-·-.. ------·-.... ·-............... ·-.... -·-.. · .. ·-.. · .................. -............ -... -.. _ ................... "'''''''''''1 14302.9 Architect Series Clad Out-Swing Door French Hinged Door; 75" x 81.5" Non-Impact ---_. I , _ ... _, Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14302 R6 C CAC Fl143Q2.09 C!::l 411 H 11!l8,61.p-df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/24/2020 Design Pressure: +70/-85 Installation Instructions Other: 1) Configurations of glass shall conform to the current FL14302 R6 II Drawing 1731.p-df ASTM E1300 standard with all glass being safety glazing. 2) Verified By: Warren W Schaefer, P.E. 44135 lock shall be Amesbury 3 pOint lock system. 3) Intermediate Created by Independent Third Party: Yes Rail with partial Clad Flat Panel applies. 4) Clad Flat Panel not Evaluation Reports to exceed midspan of panel height. F!.143Q2 R6 AE Drawing 1731,ru;!f Created by Independent Third Party: Yes ·-· .... ·-.. · ........ · .... · ................................ · .............. · ........ ·-r--· .... -........................... -... _.--...................... -............. ........... _-_ ... hltps:/lwww.f1oridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsbCUITKeI20LZ3hyX4dZCZTTIJKduJcOLnCClsJne9Ng%3d%3d 3/4 4/18/2020 Florida Building Code Online Architect Series Clad Out-Swing Door Fr ench Fixed Side li ght; 48" x 119 ,5 Non-Impact I I proved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Certification Agency Certificate ,--------·J I , FL14302 R6 C CAC FL14302,10 CCl 411 H 1188,62,.Rdf Quality Assurance Contract Expiration Da te I Design Pressure: +55/-65 Other: 1) Configurations of g la ss shall conform to the cu rrent ASTM E1300 sta nda rd w ith a ll g lass being safety glaz ing, 2) Intermediate Rai l with partia l clad Flat Panel Ap pli es, 3) Clad fl at pane l not to exceed midspan of pane l height. 08/12/2020 I Ins tallation Instructions FLl4302 R6 II Drawing 1731.p...1f Verified By: Warren W Schaefer, P,E, 44135 Created by Independent Thi r d Party: Yes Evaluation Reports FL1430 2 R6 AE Drawing 1731. Rdf Created by Independent Third Party: Yes Architect Series Clad Out-Swing Door French Hinged Door; 75" x 95.5" Non-I mpact ,------------------1 I Limits of Use Certification Agency Certificate --I I --I Approved fo use in HVHZ: No FL143 02 R6 C CAC FLl4302.11 CCL 411 H 1188,(i4.Rdf Approved r use outside HVHZ: Yes I Quality Assura nce Contract Expiration Date ac esistant: No 07/28/2020 Design Pressure : +55/-65 Instal!ati on Instructions Other: 1) Configurations of glass sha ll conform to the current I FLl'l302 R6 II DraWing 1731.J}df Loc k shall be Amesbury 3 point lock system, 3) Intermediate Created by Independent fhlrd Party: Yes Rail with partia l Clad Flat Panel app li es. 4) Clad Flat Panel not Evaluation Reports to exceed midspan of panel height. FL14302 R6 AE DraWing 1731.Rdf Created by Independent Third Party: Yes I ASTM E1300 standard with all glass being safety g laZing. 2) J Verified By . Wa rren W Schaefer, P.E. 44135 ._----------------------------------------------------------. --, Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Pilo ne: 850-487-1 8 24 The State of Florida is an AA/EEO employer, £;QQYfl9ht 2007-2013 State of Florida, :: Privacy. Statement:: Accessibility Statement:: Refund Statement Under Florida law, email addresses are public re cord s. If you do not want your e-mai l address released in response to a public-records request, do not se nd electr:1nic mail to this entity. I nstead, contact the office by phone or by traditiona l mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275{ 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4 55 , F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with th e licensee . However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click hf.:re . Product Approva l Accepts: ~~[s~mJ Credit Card Safe https:/Iwww.fioridabuilding.org/pr/pr_app_dll ,aspx?param=wGEVXOwtDqsbCU IT Ke I20LZ3hyX4dZCZTIIJKduJcOLnCClsJne9Ng%3d%3d 4 /4 GENERAL NOTES; T. AlL FA51ENERS SfWl. BE IN ACCORDANCE WITH THESE ORAWINGS. SPECInEO ANCHOR EMBED TO 75" MAX. FHAME WIDTH 75" MAX FRA E -':'.1" CHfC'," "', BASE MATERIAL SHAll BE BEYOND WAll FlNISH OR STUCCO. . M WIDTH PLOT: W.W.s. 2. OPENINGS. BUCKING & BUCKING FA51ENERS MUST BE PROPERLY DESIGNED & INSTAlLEO TO . ~TRIKE SCREWS INTO SUBSTRATE (3 FIN ~AST _ •. i.,. I"'~",,,, TRANSFER WINO LOADS TO THE STRUCTURE. "c, ENER WIIHIN 3 ~TRIKE SCREWS INTO SUBSTRATE (3 _ 0 3. THESE NON-IMPACT RATED PRODUCT INSTAllATiONS ARE IN ACCORDANCE WITH AND MEET THE PER STRIKE PLATE). SEE f.RAME OF CORNERS & 5"-7"' PER STRIKE PLATE) SEE "FRAME i'! <:..;;. ~EO':.EM!.,:!~o~~ ~~~U~~~'Dp~~~~N~.2~sE T\,rn~kESSURE TREATED BUCKS OR WOOD FRAMING ANCHOR REQUIREMENTS TABLE" ON MAX. O.C. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON i! S ~ SHAll BE CAPABLE OF RESiSTiNG CORROSION CAUSED BY THE PRESSURE TREAllNG CHEMICALS IN THE THIS SHEET FOR SCREW ANCHOR REQUIREMENTS THIS SHEET FOR SCREW II-t-:~+o:.. t-HH- ~W.TERIALS. INCLUDING BUT NOT UMITED TO STEEl SCREWS. THAT CDME INTO CONTACT WITH OTHER r-REOUIREMENTS (HEAD &_EP-SILL) TABLE" ON SHEET 1 FOR REQUIREMENTS (HEAD & SILL) 1;; S ~ DISSIMILAR MATERIAlS SfWl. MEET THE REOUIREMENTS OF FtORIDA BUiLOING CODE CHAPTER 20. 6" MAX. -{6el 6·t Al -l I--6" MAX REQUIREMENTS.~ ~2 It-rjt'.++++- 6. TO THE BEST OF" OUR KNOWLEDGE. THE PRODUCT SHOWN HEREIN IS CERTInED & QUALITY .,-4 . NM~ -z i ASSURED BY A FtORIOA STATE APPROVED CERTInCATION/CIA ENTlTY & SHAll BE LABELED IN --u--. ----. _ . .,... _ . I 1 t'-.. 4 ~ ~ ACCORDANCE WITH WE rae AND THE flORIDA DEPARTMENT OF BUSINESS &: PROFESSIONAL ~. • • .• " e, Ii) Iii REGULATiON SPECIFICATIONS. PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE IN l "-~ 1111:\ I I I~ 6" MAX. NAIL FIN. " • / I.' • " . • -,-fi 8 I ACCORDANCE WITH THE MANUFACTURER'S OUALnY ASSURANCE SPEClnCATIONS " TESTlNG REPORTS.' ' 11'11 f'--I-" 'II 'I ' .!;! Ii 7. CERTIFICATION OF THESE PRODUCT INSTALlATIONS SHAll BE CONSIDERED VOID IF NlY OF THE t //, 11.11 ~! I / II . I 1'1: '%-~ I . Z a FOLlOWING APPLY: 1) PRODUCT IS INSTAllED WITHOUT A BUILDING PERMIT FROM THE APPUCABLE I Y/ / III: STRIKE '--I' • // 111,1 lil g g LOCAl BUILDING DEPARTMENT. 2) PRODUCT IS INSTAlLED BY ANYONE OTHER THAN A UCE.NSED hll PLATE rFRAME SCREWS OR 7/ 1"1 STRIKE • ~ ~ ~ CONTRACTOR EXPERIENCED WITH INSTAllAllONS OF THIS TYPE OF PRODUCT. 3) IF CHANGES HAVE l / '1"1 \ DPPOSf1£ INSTALLAnON CLIPS WHERE' I rl \ PLATE '" ~ ~ ~~:~~~01."R~E t:':c'g~~s~~~~\~'a~i~TI=THAT CAUSE THESEINSTAlLATIONS 1iCl\ r Illi -df\' SHOWN. SEE "FRAME@. .11; O~f1£. Irg;:[.t=',,+:'+++-+- 8. THE lEAST DESIGN PRESSURE SPECInED EITHER IN THIS DRAWING OR IN THE PRODUCTS I \2.11 "v' / Illi \ \2.1 I 'V ANCHOR REQUIREMENTS \. 5.1. ~ I II: \ l..Ql f--1I ... ·.....,r'-...I.....t.....L-i~rm~TI~,:'.= ~E~~'nfr°~"r:U~~S;:s'f~;:~~Ug,kY. WATER PROOFING OF THE INSTAllED I / I'li I TABLE" ON THIS SHEET -. ",NGlE II: . \y . 'V § PRODUCT IS NOT PART OF THIS INSTALLAllON CERTlnCA1l0N. THAT RESPONSIBILITY SHAlL BE THAT OF f--~ Illi \ ~ FOR REOUIREMENTS (CLIPS II! \.. ~ :::lE THE MAHUFACTIURER &/OR INSTAllER. i'5 I / ,I: ~ ARE NOT APPLICABLE AT • ~,LH I \. ~ F:RAt.lE ANCHOR REQUIREMENTS TABLE W I L 11:1 \ I SILL). • HINGE I ':;! 5E OPENING TYPE FRAME/CUP TO OPENING MINIMUM MINIMUM ~ f "' I I IINACTlVEI II! IACTlVEI \ ~, . / UNACTlVEI I I ACnvEI '\' E :3 t5 f-- I (SUBSTRATE) FASTENER TYPE EMBED EDGE DIST. ~ . 'f4.INGE II! ~ ~HINGE SCREW INTO:~ '\ i . . « ;::~;'? a FHAME/SILL SCREWS e: / ,I \ SUBSTRATE (1 PER' I. ~ t; til C!i g:~ g (3) .'N. (2X6 WOOD FRAME OR )BUCK NO. 10 SUS OR WOOD SCREW 1 1/4" 3/4' x I I'I I HINGE). SEE "FRAME • \ II I . ,";; rt.!Z ~ Cfl'" r MIN. GR. 3 & Go O.55 "'" I \ / ANCHOR REQUIREMENTS. ~ I!~ N :::lE w '" z"",- MIN. 18 GA. 33 KSI METAl STUD NO. 10 GR. 5 SElF TAP DRILL SCREW FULL 1/2' ";; t I I TABLE" ON THIS SHEET \. /1 I ::-T a 8 <C ~ MIN. 1/6" THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' N .. 1\ I / FOR SCREW • I . '" t5 Q: "':s I MIN. 1/8' THK 6063-T5 AlUM. NO. 10 GR. 5 SElf" TAP/DRill SCREW FUll 1/2" ::-I I I REQUIREMENTS. • \ I I . '" z 15 ~ Nc;:j:;;: 12) MIN. C-90 CMU (,) 1/4' CONCRETE SCREW 1 1/4" 2" I \ I / I STRIKf"k'\ II 1 (!) w w;:a. lD MIN. 2500 PSI CONCRETE (,) 1/4' CONCRETE SCREW 1 1 2" 2" :: ~ II IJ ~NAIL FIN AND ANCHORING • PLATE / //. ~ '" a. HINGE SCREWS I \ ~ liIT . ./ rr OF NAIL fiN IS OPTIONAL' , \ III L //. ~ z '" ® (J) .'N 2'6 WOOD fRAME OR aUCK r II 16" MAX. O.C. & SHALL NOT ACT AS A· '\ ;1,11 I ~ l:! . . (MIN. GR. 3 & G=0.55) NO. 12 SUS OR WOOD SCREW 1 1/4" 3/4' \ I (SIDES) r SUBSTITUTE FOR THE • ~IIII/ '!3 00; ~ MIN. 18 GA. 33 KSI METAl STUD NO. 12 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' FI I / I FRAME ANCHORS • 0 ~ !§ MIN. 1/8" THK A3& STEEL NO. 12 GR. 5 SElF TAP/DRILL SCREW FULL 1 2' STRIKt~ I T-:-:: 1-M SPECIFIED. FIN MAY BE " I I ~ ~ ~ ~ ~ til til ~ MIN. 1/8" THK &063-T5 AlUM. NO. 12 GR. 5 SELF TAP DRILL SCREW FULL 1/2" I PlATE:; I / // I REMOVED WHEN REQUIRED~x I -6" ~ 6..1. I 6" ~ z ~ .'N. C-9D CMU OR 2SDO PSI CONCRETE (,) 1/4" CONCRETE SCREW 1 1/4" 2" j. \ III / 7/ -I BY OPENING CONDITIONS • T r--, MAX. ~ a: (!)~ STRIKE SCREWS b \ ,I ; ~ __ I_ EXTERIOR ELEVATION: 0 8 ~gJ ~ (3) MIN. 2X6 WOOD FRAME OR BUCK "" I • \ ' ~. " DOUBLE RECT '" C W ;: (.'N. GR. 3 & GeO.55) NO.8 S.S OR WOOD SCREW 1 1/4 3/4 _'--, I 6 MAX. ANGULAR DOOR IX) c ~(§;;:::J MIN. 18 GA. 33 KSl UETAl STUD NO.8 GR. 5 SElf TAP/DruLL SCREW FULL 1/2" 6" liT. )~~ IT I ----::y-SCALE: 1/2" = 1'-0" t; 8 6~ g,"~ MIN. 1/6" THK A35 srm NO.8 GR. 5 SElf TAP/DRill SCREW FUll 1/2" MAX. I r 1'6'+6" -, r 6 (FIN MOUNT CONDITION) I::! ~ i5~ ".,.7 MIN. 1/8-THK 6063-15 ALUM. NO.8 GR. 5 SElf TAP/DRill SCREW FULL 1/2~ MAX. :c 0 a::: _ 8~ ~ (2) MIN. C-90 CMU ('l 3/16" CONCRETE SCREW 1 1/4" 2" EXTERIOR ELEVATION SILL SCREWS WHERE ALLOWAB U ~ t!:(!) !:f;;; .'N. 2500 PSI CONCRETE (n 3/16" CONCRETE SCREW 1 1/2" 2" : SHOWN. SEE "FRAME LE DESIGN ~ (j !:i!5 ~~: INSTALLATION CLIP SCREWS DOUBLE RECTANGULAR DOOR ANCHOR REQUIREMENTS PRESSURE ~ ., 5::> -;:15 MIN. 2X6 WOOD FRAME OR BUCK NO 6 S.S SCREW 1 3/8" 3{4" SCALE: 1/2" = .1'-0" TABLE" ON THIS SHEET (DOUBLE SWING DOORS) " ~ tIl~ ~;il' (.'N. GR. 3 & G=0.55)· rL (SCREW OR CLIP MOUNT CONDITION) FOR REQUIREMENTS. ~ 5 3:0 8 i1. MIN. 1a GA. 33 KSI METAl STUD NO.8 GR. 5 SElF TAP/DRILL SCREW FUll 1/2" MAX. ALLOWABLE PRESSURE .. ~ j, !!1 .'N. 1/8" THK A35 STEEl NO.8 GR. 5 SElf TAP/DRILL SCREW FUll 1/2" EDGE DISTANCE MAY BE CONDITIONS SHOWN ON THIS DRAWING ARE FRAME . j.. 15' .. 8.3:0~ .'N. 1/8" THK 5063-T5 AlUM. NO. a GR. 5 SElf TAPIDRILL SCREW FULL 1/2' DECREASED TO 1/2" IF GOVERNED BY INSTALLATION REQUIREMENTS HEIGHT POSITIVE I NEGATIVE .j, .... '. '.' . (.) NAILING FIN FASTENERS SCREWS ARE ANGLED 15 ONLY. THE GOVERNING CONDITIONS ON ANY (IN.) (PSF) (PSF) .' . N' .. ~ :;< (J) MIN. 2X6 WOOD FRAME OR BUCK / " / " / " TO 20 DEGREES AWAY SPECIFIC DOOR SHALL BE THE LESSER OF (CLIP/SCREW MOUNT DOORS) " z ~ ",V> ("'N. GR. 3 & G=0.55) NO.8 X 1 I 2 SuS 1 3 8 1 2 FROM THE EDGE THOSE SPECIFIED IN THE DOORS STATE o. w~ . y 119 1/2 I 55 I 55 i= ~ .!i:t (3) MIN. 2X6 WOOD FRAME OR BUCK 11 GA ROOFING NAIL / " / "-;-;==:-:=======> APPROVAL OR I HAT SHOWN IN THESE.;··« ,0: (MIN. GR. 3 & G=0.55) . 1 3 8 1 2 I , DRAWINGS. 95 1/2 I 70 I 70'. ~ j' ·~ci MIN. 1/8" THK A35 STEEl NO.8 GR. 5 SElf" TAP/DRill SCREW FULL 1/2" HINGE REQUIREMENTS 81 1/2 I 70 I 85 .. ) iii .' ~ 3'~ .'N. 1/8" THK 5063-1> AlUM. NO.8 GR. 5 SELF TAP/DRILL SCREW FUll 1/2" MAX. FRAME QUANTITY AlJERNATE ANCHOR/SUBSTRATE EVAlUATION NOTE' (FIN MOUNT DOORS) . .., .. t! . ~ (1) CONCRETE SCREWS SHAlL BE ELCO ULTRACDNS. ELCO CRETE-FtEX. nw RAMSET/RED HEIGHT PER PANEL ALL ALTERNATE ANCHORS IN THEIR SPECIFlED 95 1/2 55 I 65 ·.c.1 ~ (2)~~>'~AP~~~~ H~~TlSI~~to~~~u (HARDENED STEEL OR S.S.). 119.5"" 6 SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE ,~ (3) 2K5 BUCKS MAY BE ruPPED DOWN TO MIN. 4 1/4" DEPTH EXCEPT WHEN THE 107.875 5 WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND THESE ORA,"NOS ARE APPUCAllLE ONLY TO THE PROOUCT . . . .0 WI NO INSTAllATION CUP CONomON APPUES. 99375" 4 TO BE EQUIVALENT TO OR STRONGER THAN THE SPECIOED. THEY MAY NOT BE USED FOR TH£ ASSEMBLY '~~N~ • I'R;:" (4)WHEN SCREWS ARE USED WITH THE NAIL nN, THEY MUST BE A WAFFlE HEAD SCREW OR 83'875" ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. ~~o:E '~;;:;'"':~~NR.:;;O= !~/~:~g~~~';", t.<AY 1731 B HAVE A FlAT WASHER AT THE SCREW HEAD. . 3 OF ANY PRODUCT NOT PRODUcro BY THE IAANlJfACTU~ R SHEET NO. STATEO ON lHESE ORAWINGS. E 1 1 OF 6 5: " G"i :I: 6" MAX. FRAME SCREWS OR INSTAllATION CUPS WHERE SHOWN. SEE "FRAME H"-+-I-Ij.!.,= ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS (CLIPS ARE NOT APPLICABLE AT SILL). ~ STRIKE SCREW (1 PER HINGE SCREW INTO .... JAMB LOCK STRIKE). SUBSTRATE (1 PER 5: ~ . SEE "FRAME ANCHOR HINGE). SEE "FRAME i REQUIREMENTS TABLE" ANCH~R REQUIREMENTS UJ :I: , ON SHEET 1 FOR TABLE ON SHEET 1 ~ ~ REQUIREMENTS FOR SCREW .... _ REQUIREMENTS. ~ 6" I I"' MAX.I r NAIL FIN AND ANCHORING OF ::;; NAIL FIN IS OPTIONAL & SHALL 'N NOT ACT AS A SUBSTITUTE FOR ~ THE FRAME ANCHORS SPECIFIED. on FIN MAY BE REMOVED WHEN 0> REQUIRED BY OPENING CONDITIONS FIN FASTENER WITHIN 3" OF CORNERS & 5"-7" MAX. O.C. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS.~ 1-377/6" MAX. FRAME WIDTH - 1'111 1.1 STRIKE SCREW (1 PER ~: :Q, JAMB LOCK STRIKE). U SEE "FRAME ANCHOR . I REQUIREMENTS TABLE" • I ON SHEET 1 FOR . I REQUIREMENTS J~J '1,.-STRIKE SCREW INTO SUBSTRATE (1 PER STRIKE PLATE). SEE "FRAME ANCHOR REQUIREMENTS TABLE" DN SHEET 1 FOR SCREW REQUIREMENTS (HEAD & Sill) q~~. '------SILL SCREWS WHERE SHOWN. " EXTERIOR ELEVATION: SINGLE RECTANGULAR DOOR SCALE: 1/2" = 1'-0" (SCREW OR CLIP MOUNT CONDITION) i INSTAllATION EVALUATION IS BASED ON APPUCABLE ANCHOR STANDAROS ANa/OR INFORMATION &:: RESUlTS F'ROU APPUCABLE TEST REPORTS. THE flORIDA BUILDING CODE VERSION CONSIDERED WITH lllE EVALUATION WAS lllAT IN FORCE AT lllE nUE OF lllE EVALUATION. IN 1llE EVENT OF CODE VERSION CIiANGES/VPOATES OR IN THE EVENT lllAT NEW OR AODITlONAl TESTING IS COMPLETED ON TIlE REFERENCED PRODUCT. PRIOR TO STATINC CODE COMPUANCE WI1ll111E STATE. lllE MANUfACTIJR(R SHAll CONFIRM WITH THE INSTAlI.ATlON EVAlUATION ENGINEER or RECORD THAT lliE. INSTAllATIONS SPEClnED HERE -IN ARE CURRENT WITH lllE THEN CURRENT TESTINC, CODE AND APPUCABLE STANDARDS. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. ALLOWABLE DESIGN PRESSURE (SINGLE SWING DOORS) MAX. FRAME HEIGHT NEGATIVE (IN.) (PSF) (CLIP/SCREW MOUNT DOORS) 119 1/2 I 55 J. 55 95 i72T 70 70 61 1/2 T-jo-I 65 (FIN MOUNT DOORS) ~.I 55 65 EXTERIOR ELEVATION: SINGLE RECTANGULAR DOOR SCALE: 1/2" = l' -0" (FIN MOUNT CONDITION) INSTALlADON NOTE' WHEN NECESSARY, INSTALLATION METHODS MAY BE MIXED WITH ANY ONE WINDOW SUCH THAT INDIVIDUAL SIDES OF THE WINDOW MAY USE ONE OR THE OTHER ANCHOR METHOD (EXAMPLE: LEFT SIDE MAY USE CLIP METHOD WHILE OTHER SIDES USE FRAME SCREWS) i~:: ICH~:' ll'ii ~-:t4 IIMWtU/10 , ( ( i i t ~ lD I i !1 :::lE ::> z Si :3 z c( ~ 8~ 0 I-'<""NO O~ ~ 1-00 O:z !r mon'l ~~ :5 ~:!!;N ztl! 0 ::;;5'f ~~ ~~rd~ C)W W...-a..CO ~~"-® CIIoffi ~~"' t\. O~~ ~ CII~~ !!dz 0::-........ UJa:= "g (1)0 ZC:O 00 tr CD co lOO I:j< ;: COo ;!;8.~::l~ t>8 ~< !11t~ ~3: L£Ja: §~: IO D!' _oor;-~:s ~~~3~ <0 oC(F;S::r w ::c'-' -~Z i~~ gmf I ~.~;:~ ';'I:!,~.:t:O a: . '.'" ,,' .. 1 Z;f, ·,·S' ~':': ~::~~.:.~ ,. DRAWI'~G NO. ItEV. 1731 B SH(£T NO. - 2 or 6 5: t.> ;;:; :I: w ~ ~ C> FRAME SCREWS OR INSTALLATION CUPS WHERE SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS (CLIPS ARE NOT APPLICABLE AT SILL). l-:I: t.> ;;:; :I: w ::.; ~ ... ~ ::.; ~ :::, C> 48" MAX. I-----FRAME WIDTH-- 2 5 ff O®III·lv I FIXED I r'" '''''''' """" ,. " CORNERS & 5"-7" MAX. O.C. . SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. ff ":;'-IB~..:.; " SILL SCREWS WHERE SHOWN.---------------- EXTERIOB ELEVATION: SINGLE FIXED PANEL SCALE: 1/2" = ,. -0" (SCREW OR CUP MOUNT CONDITION) SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REOUIREMENTS. ALLOWABLE DESIGN PRESSURE (FIXED PANEL DOOR) +70/-85 PSF EXTEBIOB ELEVAIIO~; SI~GLE FIXED PANE!. SCALE: 1/2" = 1'-0" (FIN MOUNT CONDITION) ,DRIWm-8't: W •• .5- PLOT: ,..,. ~ 1;; i ! ~ :::;; => Z ::i! => Z ;;! 12 ~"'o ~ w~ 0 t;~ ~ ~~o ~z rr u>"'i ;;ii~ l5 ~:S;N ZIW u~.10 ~ :5 1 ~~ :j ~d; (!) LLI LLJ ...... Q.. 1D ~~e;n.CJ) ~g"' . O~~ <::. gj~~ I Ir ~ ~~ ~g 00 £r:CO co 10 0 t::l< :; IDO ~8.~~. t;8 ~..; !k~ ~3= D.. li:uii :::1:0 0::: _ 5~"i u:s ~!f~~iii !lu ~~ oX" I 3'!:...J ~u!l! g? ~~ im~ ~ Zit '1 ·;·,.5;iS ~ ::.:J~~ '" .: FRAME SCREW PER ELEVATION (SCREW HEAD MAY BE POSITIONED AT THE STOP OR ~~AIZST THE. JAMB) SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" 3/8" MAX. SHIM AT l EACH ANCHOR SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME iEXTERIORi >-:c C) W r w '" g SEALANT BY om;:~~:~K=i:L~EVsi.~A~~' ~:~:s~,2t;~ .. ::~; ;~,/~Y~ .. ~.".~. :~. ~~,:. :~.::,::: ,;:~:i~~~~=. 4::;::-::'R=M:=R=O=U=T=J~ SUBSTRATE BY OTHERS FRAME/SILL SCREW PER "FRAME ANCHOR PER ELEVATION REQUIREMENTS TABLE" SECTION @ SCALE: 1/2 FULL Q7 FRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEET 6 FOR DIRECT MOUNT & CUP MOUNT DETAILS. SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" :'.~ .- 3/8" MAX. SHIMS AT STRIKE l SCREW LOCATION I EXTERIOR I SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME SECTION ® SCALE: 1/2 FULL ~ (FIN MOUNT) (FOR SILL SECTION NOT SHOWN, SEE SECTION Al/4) FRAME SCREW PER ELEVATION (SCREW HEAD MAY BE POSITIONED AT THE STOP OR AGAINST THE JAMB) SUBSTRATE BY OTHERS PER "FRAME ANCHOR . " •. , ~ ::.~ :>' .~-~:'. :::. ::'~:. . REQUIREMENTS . :: c/. TABLE" .... r-- 3/8" MAX. SHIM AT l EACH ANCHOR iEXTERIOR I SEALANT SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME t:c C) W :c w '" g BY -OTHERS~,. :.'S?f&Liz .~ I J' SU8ST~AT~;B~"'O~H~::-' : :.: ;';;)';' PER "FRAME ANCHOR REQUIREMENTS TABLE" SECTION ~ SCALE: 1/2 FULL ~ FRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEET 6 FOR DIRECT MOUNT & CLIP MOUNT DETAILS. DRAWN 8'1'; W.Ws. CifCK[f) BY: W.Ws. pIOf: ~ I;; i I g :::. => z 51 ,., 0A:n:; 12/13/10 => z <i! Q tim 0 }-!;;: ~N 0 OU') a:: 1-00 il:rz ~VWll ~~ g§ ~~N :.hI;! u ~~'f §1!5 :5 Nc:l:; ,,8 rj ~CLc.o !i~~ o-.J~~ Ul~~ ~z~....,~"....--l ~~ ~g 00 0:(0 0:0 U) 0 ~< :; :8 §.£~~ uo z-< zit ~;:: Wa.. ~g IO ffi ~ 80 ~:5 t:;~i'~ «0 ~5 §:r "'u=> 01:0: !Z V)Ul 10 m ~ .~;!:~ ~;::o Q. :83:.~.: OF 6 I EXTERIOR I SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" ~"':.' .: 3/8" MAX. SPACE 1 SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME SECTION ® SCALE: 1/2 FULL 5 (FIN MOUNT) (FOR SILL SECTION NOT SHOWN. SEE SECTION B1/4) 3/B" MAX. SHIM 1 ~ FRAME WIDTH AT EACH ANCHOR 3/8" MAX. SHIM 1 AT EACH ANCHOR SUBSTRATE BY~ J) OTHERS PER .:.' < ,~ "FRAME ANCHOR. '. REQUIREMENTS -- TABLE" FRAME SCREW PER ELEVATION • ~ (SCREW HEAD .'., MAY BE POSrnONED AT THE STOP DR AGAINST THE JAMB) HINGE SCREW PER ELEVATION 3/8" MAX. SHIM I AT LOCK STRIKE SUBSTRATE BY~ \ OTHERS PER . '. , , ::J SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME FIN FASTENER PER ELEVATION SUBSTRATE BYSf\'!.J ;t=t- OTHERS PER .:: .,: SEAL SPACE WITH LOW "FRAME ANCHOR c ;':: • EXPANSION FOAM AROUND REQUIREMENTS _:.' • PERIMETER OF DOOR FRAME "FRAME ANCHOR. REQUIREMENTS TABLE" SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME TABLE" .. FRAME SCREW '~'I \P PER ELEVATION (SCREW HEAD MAY BE POSITIONED AT THE STOP OR AGAINST THE JAMB) STRIKE SCREW PER ELEVATION '.'. :~ SEALANT BY OTHERS SECTION rD1\ SCALE: 1/2 FULL W FRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEET 6 rOR DIRECT MOUNT & CLIP MOUNT DETAILS. I STRIKE SCREW PER ELEVATION FIN FASTENER PER ELEVATION NAIL FIN SEALANT BY OTHERS SECTION (02\ SCALE: 1/2 FULL W SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME SEALANT BY OTHERS SECTION _ @ SCALE: 1/2 FULL\}") (FIN MOUNT) ,,: ~ ~ '~\ ';. ~:~ S? ~!.- ORA~w.i' I~!~ &\': PlOT;"2 r'W/ll/10 ~ ~ ~ :::!' ~ z 51 ~ z <t ~ 8~o bUl ~ g:~g ~~ lr Vl"'i ~~ ~ ~~N t w u ~_tO 5~ ~ N~l Zo ....J oWV' (!)w W...-n..lD !i~D-Cl)' O~~ ~ <{::> Ul!;}~ ~ z:F-.....,~",...--i ~~ ~~ 00 a::CO co tt')O l!::< ::; co Cl ~~ ;;~~ t; 8 ~-< ~~~ ~3: wa..~~~ aD f5ci'8~.! "'~ t:;z ;o<l:ll « () ~5 ~:r~ U)u=> o~o ~ 11)(1) ~mif !j .5 ~~ ~3:u Q. .. ·.I.&~~ w 0: :~; ·;;,.11" .--':';:Tot73r IRs' II SHEET NO. S OF 6 3/8" MAX. SHIM 1 ~ FRAME WIDTH AT EACH ANCHOR 3/8" MAX. SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABUE" INSTALLATION CLIP SCREW PER "FRAME ANCHOR REQUIREMENTS TABLE" (2 PER CLIP ANGLED 15 TO 20 DEGREES IF NECESSARY TO MEET EDGE DISTANCE SUBSTRATE BY~' OTHERS PER .:.:. SEAL SPACE WITH "FRAME ANCHOR:.<:. LOW EXPANSION FOAM REQUIREMENTS '." . AROUND PERIMETER TABLE" :::. OF DOOR FRAME FRAME SCREW .. ~ . .I \I' PER ELEVATION (SCREW HEAD MAY BE POSITIONED AT THE STOP OR :...: AGAINST THE JAMB) I EXTERIOR I SEALANT BY OTHERS SECTION 69 SCAlE: 1/2 FULL {; FRAME SCREW MOUNT SHOWN. SEE DETAILS ON THIS SHEET FOR DIRECT MOUNT & CLIP MOUNT DETAILS. SUBSTRATE BY OTHERS PER "FRAME ANCHOR •.. REOUIREMENTS .•. TABLE" FIN FASTENER PER ElEVATION CONTINUOUS WOOD MEMBER LESS IN THICKNESS THAN A 2X_ BUCK TO BE MIN. 4 1/2" DEEP (NOT REQUIRED WHEN SHIM SPACE IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). [ SUBSTRATE BY OTHERS PER "FRAME ANCHOR .. .' REQUIREMENTS TABUE" ; ," .~.' " SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME I EXTERIOR I SEALANT BY OTHERS SECTION ee SCALE: 1/2 FULL {; (FIN MOUNT) STRIKE/HINGE SCREWS PER ElEVATIONS .REOUIR~M.~N.~:S):;7, •.• /. : NO.8 X 3/4" SCREW (2 PER CLIP) I EXTERIOR I SEAL SPACE WITH ~ LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME INSTALLATION CLIP DErAIL CLIP INSTALL NOTES' 3/8" MAX. SHIM AT CLIP J INSTALLATION CLIP 1) HEAO SECTION SHOWN. CLIP IS INSTALLED THE SAME AT THE SIDES. 2) INSTALLATION CUP IS NOT APPLICABLE AT THE SILL. 3) FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS. 8.187 -j _ o 0 0 ~ f-------6.187 TO o o o o o 0 0 EEl 1.875 l 0 000 ti I EXTERIOR I STRIKE/HINGE SCREWS PER ELEVATION & "FRAME ANCHOR REQUIREMENTS TABLE" p======================~ L BENT PORTION OF CUP MAY BE SNIPPED OFF O.O;-J FRAME SCREW PER ELEVATION & "FRAME ANCHOR REQUIREMENTS TABLE" OPTIONAL DIRECT MOUNT DErAIL TO SUBSTRATE WITH SPACER (HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) IF A NAIL FIN IS TO BE APPLIED TO THE DOORS STALLATION CLIP {,\ FRAME IN \.0 (50 KSI STEEL) -I 1.552 f- ~lrD.024 I fil • 0.262"J0 NAlL..lIN 3003 H-14 ALUMINUM DRAWN BY; W,Ws. OitCICED 81': \IrI.Ws. PlDT: ,., .,," 12/13/10 ~ 1;; g :::; ::::> Z ~ ::::> Z :;i ~ t:i~o t; ~ ~~g ~~ ~ tn U1 1 ~~ g§ ~~N 4: ~ u ~:s'f ~5 :5 Nc;j:';': ,,8 G:f ~Q..(£) !i~~ o....Ji::~ Ul~~ !;!ZI=-_."..._...., ffi[)! G~ Ul O ZO;:) 00 ira) en tOO ~< ;; ~8 g~~~* ~~ ~~ :~? I::: 0.. §3~ ~o ffiC,!)-8o! 0:::5 t:;z ,,~~ « u ~5 ~:r~ U)u:::l o~!t ~(I)(I) IO En n.. ~ -5 ~~ ~~u 0. .' .183:~ W 0: °1731"' I "s' SHEET NO. 6 OF 6