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HomeMy WebLinkAbout17-18970 � CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 18970 y, '� BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18970 Address: 39777 MEADOWOOD LP Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: MEADOWOOD ESTATES � Est. Value: Parcel Number: 13-26-21-0140-00000-0630 Improv. Cost: 9,834.00 OWNER INFORMATION Date Issued: 10/24/2017 Name: CARTER IVA JEAN Total Fees: 157.50 Address: 39777 MEADOWOOD LP Amount Paid: 157.50 ZEPHYRHILLS, FL. 33542 Date Paid: 10/24/2017 Phone: 727-409-7713 Work Desc: REPLACE 8 WINDOWS S/S / DOOR CONTRACTOR S APPLICATION FEES CLEAR CHOICE WINDOWS & MORE INC BUILDING FEE 127.50 CONTRACTOR CERTIFICATE 30.00 � � � f� � ( � G�(-3�gI Ins ections Re d FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the � local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly 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, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvemen#s to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application. All work shall be pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. � �� C NTRA� R SIGNATURE PERMIT OFFI R ��PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER O� Ii.�NfOfl .�,-'".�.�.,�1Y�'�'r�' ' ' �� _ . � \� _` City af Zephyrhills BUILDING PLAN REVIEW C01�2��ENTS Contractar/Homeowner: . `�,, `�,s�l�Q� CQ �V� ►"V�� Date Received: � �Y � �j— � � site: �� <�(k'.a���.0 Pernut Type: c�111G��s � Approved wlno comments:❑ Approved wlthe below comments: �L!? Denied wlthe below co��nents: ❑ , � �. I This comment sheet shall be icept with the permit and/or plans. � 1 f .�'" ��"��'/ �� ; � _ Kalvin S itzer��ans Exarniner Date Cantracto or omeawner {Required when comments are present} i e��-�eo-oozo Gity of Zephyrhills Permit Application Building Department f Dete Recc�lved C Phorre Contact for Pertnittln , �I 532 010 � r,� y����'�7�"�-��� ean Carter (727)409-7713 ��+� ��' Ownere Name Owner Phorte Number Ownera Address Owner Phona Numbor 727 409-7713 Fee Simple Titleholder Name Owner Phone Number Fee Slmple TRleholdar Addraae JOBADDRESS 39777 Meadowood Loop �or�r 63 susonnsioN MEADOWOOD ESTATES ppRCELID/ 13-26-21-0140-00000-0630 (OBTAINm FROM PROPFATY TAX NO710E) WORK PROPOSED NEW CONSTR ADD/ALT Q SIGN Q MOVE Q DEMOLISH � INSTALL � REPAIR PROPOSED USE � SFR Q COMM � OTHER TYPE OF CONSTRUCTION � BLOCK � FRAME Q STEEL � OTHER DESCRIPTION OF WORK R/R S/S 8 WINDOWS&1 DOOR-IMPACT RESISTANT.FL#1435.61844.715215.11 ���J9 / BUILDINf3 SQE SQ FOOTAGE HEIGHT �% BUILDING $ VALUATION OF TOTAL CONSTRUCTION 9,834 Q ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. Q PLUMBING $ .�}i ��`�� •��' � �� �,�e_��j. Q MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � � � ��I/ y�v �� FI�NISHED FLOOR ELEVATION� ROOFING � FLOOD Z N� OTHE��S QN C�. � ���S � r � � �v � 1 BUILDER �f COMPANY �� /'C� Q/C � �/l� (Gdf�/�Y� i SIGNATURE '�� •�J RE019TERED Y/N �E cuRr�rir Y/N Addresa License# ELECTWCIAN COMPANY SIGNATURE r�c�s�r�n Y!N r�cuaaeHr Y I N Addreas ���� PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREHT Y f N Addreas License# MECHANICAL COMPANY SI(iNATURE REGISTERED Y/N FEe cuRRENr Y/N Addreas License# OTHER COMPANY SIGNATURE REOISTERED Y/N FEE CURREM Y/N Address ��n�� RESIDENTIAL Altsch(2)Plot Plans;(2)seta of Building Plans;(1)set af Energy Forms;R-0-W Pertnit for new construcdon, Minimum len(10)xrorking days after submittal date. Required onaite,ConstrucUon Plans,Stormwater Plans w/Sift Fance insfelled, Senitery Fedlities&1 dumpster;Sile Work Permit for subdivisions/large projecls COMMERCIAL Altech(3)complete sets of Building Wens plus a Life Sefety Page;(1)set of Energy Forms.R-O-W Pertnit for new consWctioa, I Mfnimum ten(10)wortcing days aRer submittal dale. Required onsite,CanstrucGon Plans,Slommvater Plens w!Silt Fence insfelled, I Sanitery Fadli6es 81 dumpater Sfte Work Permit for ell new projects.All commeraal requirements must meet compliance SIGN PERMfT Attach(2)sefs of Engineered Ptans. i ""PROPERTY SURVEY required for all NEW consWction. Dlraetiona: � Fill out application completely. � Owner&Contractor sign back of applicaGon,notarized If over 52500,a Notlee of Commencement la required. (AIC upgradea over 55000) � " Agent(for fhe cantrador)or Power of Attamey(for fhe owner)would be someone with notarized letter hom owner authoriring same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgredes AIC Fences(PlotlSurvey/Footage) Drivewayallot over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to°deed"restrictions" , which.may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. if the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a°certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owne�',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner'prior to cammencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be pertormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identiTy what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, WeUand Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, WeUand Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health � Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU OTICE OF MM CEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR f Subscribed and swom to(or affirmed)before me this Subscribed and swo to r affi ed re m this by by..: 1 Who is/are personally known to me or has/have produced Who is/ar�rsonally known t has/have produced as identification. as identifiration. i Notary Public Notary Public Commission No. Cammission No. � Name of Notary typed,printed or stamped Name of N ar�(•' tl�pr�nted p,r��giq�AMtL�A U'EY•GRaY � .aP,'t� .-`�t�: ''' '- MY COMMISSION#FF238554 "�;h'o;���,�� EXPIRES August 25,2019 (4C/�:igG.O•S7 hbndalloaySen•ke.;un � i iiiiii iuii iiiiiiiiii iiiiiiiiii iiiiiiiiii iiiii iiiii iiii iiii � ' � ' NOTICE U�COMMCNCEMENT 2017135994 . � Rcpt: 1890720� Rec: 10.00 DS: 0.00 IT: 0.00 Permit No._ .� 08/28J2017 eRecording Property Edentification No. � E � " ��0"�� '�� 7�'�����v '!"ciE UNDSRSIONED hereby �ves notice that improvomonts will be made to certain reat property,and in aocordance with Section 713.13 of the Florida Statutes� s following information is provtded in this NOTICE UF COMMENC�MCNT. I.Doscription af property(legn d scrip�tai: � ,� a a}Screet Address: 2.Gvneral desc�iption of impro emonts: 3,Ownar Information t� ,�n / �f�� ���Z�p��.rh r�l S �3S 7 a a)Name and eddress: c�COI� �Ll� Y - �,L��g�1 , by Name and address o fae simple titleholtter(if other thsn owner) c)Interest in property i 4.Contractar 1 nformation �����wys���e,Inc. -4�35�Iarkey Rd,�gA, fl 337}3- a)Name and address: b)Tefepfionn N o.: �2 _Taz No.(�pt.) �'�� � s.surety lnformacian ' a)Name And ad�ress: I b)Amount af Bond: � c)Telaphane No.• � Fex No.(Ops.) 6.Lender a)Name and address: � Phone No. 7.ldcntity of person witliin the State of rlorida designated by owner upon whom noticrs or othec dacument�may be sen+ed: a)Name end address: � _ _ b)Telephone No.: Fax No.(Opt.) 8.in addition tn himself.ow:teq tlesignates the foilowing person te raceive a copy of tha Lienor's Notice as provided in Section 713.i 3([)(b),Fla�ida Statutos:i a)Name And addressc� . bj Tolepltone No.: , ' _ Fax No.(Opt.) 9.Expirarion date af Notice of Commoncement(the expirntion date is one yeEur from the date of recording anless a different date is Specitied); WARNING TO OWNER: ANY PAYM�NTS MADE BY THE OWNER AF'fER THE EXPlRATfOIY OF THE NOTIC�OF COMMENCBML�NT ARE CONSIDERED IMPROPER PAYMENTS UTtDER L'FiAPTER 713,PART Y,SECTION 713.13, FLORiDA STATUTES AND�CAN RESULT 1N YOUR PAYING TW10E FOR iMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENC�MEIVT MUST I3E RECORDED AND POSTED ON THE JOB SITE BL�FORE THL�FIRST 1NSPECTION. (F YOU ttV END TO OBTAIiV P'INANCING,COhfSULT YOUR LENDER OR AN ATTORNEY SEFORE COMMGNCING WORK O RECORDIIVG YOUR NOTICE UF COMMENC�MENT. s`r,rr�:oF itLOK�fla ' �/ cot�Ntv�[�P.�ro ; ,� _ PAULA S.0'NEIL,Ph.D.PASCO CLERI4 8 COMPTROLLER s��nawre ofo�vn (kvnor'a Aut 'zed nl�"icodAiractor!!'ortncrlMu�►ger os/s$/2oi� i2:o� prt i ot 1 ,� �P�n ro r'-�� Print Namc �R BK 9595 PG 3689 A./ The foregoing instn,ment was',acknow ed ed b ore me this�day of��,20 .by '��" as ��11� (type af authori .e.g.office�.trustee,attorney in fact)for {name of psrty on behalP f whom inst ent was exe to ). Personally Known OR Pboduced ldentification�� Notary Signature�A�� � � / �J.�l�. Type of ldent3Fcution Prd`duc�d, +)� �L __ Name(print)� �c��-��a�- � o-���-o Verification pursu ,•Under penaldes of perjury,l dectare that f have read the fore�oing and that the fects stated iri it�'�'' c� L���#�n�1n4�v�Ndg�'and belicf. � ;�����: MY COMMISSION#FFy70S�C' �','+,a a,�.• EXPIRES Match 10.202U Fot+MSaOC.rvw2oo7 �..�•��'s98�•5! naa�lo�a�yScarcucm. � SfgnnwtoofNntucnl[�ensan5igt�ingAbova 1 �� � /n l Clear Choice Windows and More,Inc ��� Installation Job Specifications Overview & Floor Plan Customer Name: 1ob Address: Municipality: ParcellD: � � a,, , � O � Building Type:(a�e�ro��/ Residential Home(single family) ❑Townhouse ❑Condo( Floors) :�.MRACf:REQUIREMENTS::.(chalrACLthoiapp/yJ DESIGN PRESURE VARIABLES: .. .. : : . Municlpality Requiresc D:AL�:.ampact:pr.odycts. �oes NOT require IMPACT NG HEI HT. UILDI G • We're installing�ALl:IlVIBACT:prod�cts. :C�:ALL:NON-IfVIPACT produtts.. der 60' ri�, ;:. . .. ❑ Mizture of impact anii::non-impact fl..ShutCers:.or Sform Fabrie �]-0�er 60' (see:attached engineering) Impact Requirement Exceptions: ` . RISK CATEGORY:(circle:one):. ❑Customer has:openin�protection.We're:�nstalling non=impact p�oducts in these I. - II. - III - IV openings. Existing:opening protection app�oval.#' . 259�Ru e—Custorr�ec is replacing Iessthan 259b of;glaiing;we're:;teplacing:with non+ ;:D(POSURE:(clrcle:one):: impact products. B -C:� :D ❑We're installins onenin�orotection(shutte�s;storm:fa6ric;etc...) : APPROVED PRODUCTS TO BE:INSTALLED:' .(Usteac►rtype):. . . MFG Series&Style FL# or NOA MFG Series&S�le fl#':o�NOA �� "�/ 3,3- .��� �. �L , 1 r� o�y , / � � Den � �I, S y/�. / ��� . , : . . 7 . . . . . . . E . . . I . .a. 1 ....,. ..... . .3. .e. ' � ,_, . 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'� FRONt�F S udure � � � � � � �� € DH=Double Hung,2SL=21ite SlidedRoller,3SL=31ite SlidedRoOer,(CSMT-L=Left Hinge Casemerr4 CSMT-R=Right Hinge Casement,PW=Piciure Window,SN=Single Hung, HR=HaIf-round,HRL=HaIf-round wAeg, EYE=Eyrebrow,EYEL=Eyebrow w4eg,TRAP=Trapezoid,CIR=Circle,PENT=Pentagon,GD�arden Doo,E�Entrance Door,3GD=SIiding Glass Door White-Admin. • Yellow- Permit •Pink- Instail ❑ Fina cii �,CIt@CI(1'�-8pDi1@5 � iear haice 1208 Staricey Road•Suite 110,Largo,FL 33771 Rep �'����._ Windows�n�nnoce 727-532-4010/Clearchoicewindows,com pClREF 1NC � � • � � � � � . THIS AGREEMENT is made this day of 20 between Clear Choice Windows and More Inc.(°Selle�')and .� Name: Conda Name (if applicable) Address: ` ' r � � {°Buyer"}Phone: �,�-�"' y3�� �i.i1�f V'�at�P o e: -' � � Customer E-Mail Address: � t'�I Z..t� Seller agrees ta se11,and buyer agrees o y,all fhose materials and labar listed below and othernise necessary to instalt fhe products listed in this agreement as set forth in the following Specifications and in accordance with the Terms and Conditions below. � SP�CIFICATIQNS Remove total of: ( -�)Aluminum/WoodMnyl windows&any attached screens. ( )Sliding Glass Doors. ( -j)Swing Doors. Prepare the openings for a total of( )new custom made Clear Choice V11'tn ows/Doors tp be instalted within the ' existing opening, header and sills(un ise stated). - ( Color of interior side of wintfow � Calor of e�cterior side of windaw All Clear Choice Patriot Series Impact Windaws Include: 1Q0%�rgin Vinyl•Welded sash and master frames• Low-E 366 Glass•Argan gas filled dual pane with impact giass•Pitched exterior sill with weep holes{#or water drainage} � Silicane Hybrid Caulking (silicone/polyurethane) •Owens Corning Weatherstripping ❑ Pa#r�ot 1776 Series Added Benefits; �.IFETINIE GUARANTEE af the buitding•1-Beam Rei�forcements Stainless steel rollers•Lower Sash L.ocking Monorail•Sentry Glass In#erlayer on Interior Pane! Double Strength Glass on Exteriar Pane ❑ Patriot 200 Series: (Indus Standar �: Lifetime Limited Warranty•Rolled Aluminum ReinforcemenM Brass Rollers•PVB lnterlayer on lnterior Pane/Double Strength Glass on Exterior Pane ❑Patriot 700 Series(Non-Impact) ❑PGT WinGuard 00(Non-Impact) GYWinGuard 5500(Impact)�Other STYLES: ��'�� A ' � -` � ,� - „ --•a� � 4 . � i�'N���,f''�' ~ �� -�"t1! �- �t� � � � -�- - f� 1 4 � .s' 1 � L � � Clear Ch ice Windows and More Inc.will handie:Complete clean up and haul away of all job-rela#ed debris/Acquire permit and set up final inspection!AtI N.O.A.appravals from beginning to end(if applicable},providing the custamer supplies the correc#forms and contact informa6on. Clear Choice Windows and More, Inc.will move furniture/blinds as a courtesy to the customer in situations where the cu' ot le. Clear Choice Windows and More, Inc.is not liabls for any dama es#hat might accidenUy occur during the process.lniti Estimated Campletion Timeframe will be �D ta �• �.�G weeks from the date of this signed agreement. Total Purchase Price$ ��� � {F�cciuding financing and related charges, if any,to be paid by Buyer to any third-parky lender if Buyer cho s s to obt in financing) Deposit Paid by Buyer Unpaid Balance$ ��� tt� ❑ Check# Credit Card ❑ Cash Amount Financed$ BUYER ACKNOWLED6E5 RECEIPT OF AN EXECITTED COpY OF TNtS AGREEMEHT. FI.ORIDA LAW STATES YOU MAY CAfVCEITHIS CON7RACT WITH SELLERATANY TIME BEFORE MIpNIGHT OF THE THIRD BUSINESS DAYAFfER RECEIVINGA COPY QF THIS CANTRACT.IF YOU WISH TO CANCEL,YOU SENDA SIG EDAND DATED WRITTEN NOTICE OF CANCELLATION.SELLER HAS t0 DAYS FROM DATE OP RECEMNG CANCELLATION NOTICE TO REFUNDANY MONtES P' . 0 MAY E DRQ Q O�F QR MAlLED TO:GIEAR CtiOtCE WINDQWSAND MORE ING,12Q0 STAftKEY RD, E t10,LAf?C�O FL 33TTt.iF THE HOTICE tS MAItED, E ELO MU BE PO THE 3RD BUSiNESS DAY FROM bATE ON7RA . By Buyer 6/2017 Note:Case wnings-PVB ONL.Y BU�/@( Clear Choice Windows and More,Inc. 1'1l.1��l�l�V lV! 1 � ' 12775 5tarkey Rd•B3dg A•Lazgo,�'L 33773 TeL•(727)532-4010 �Fax:(727)532-4510 C(�NTRA.CTUAL AGREEMENT � Prcpared By:Jr�--`�-1�- Preparatian Date: � / 2 � / � 7 Custamer Nau�e: ��f.�.�`l ��t f�� r Street;�� �� 7 ec�UDW{��� �_�a1� CustomerAddress: City:���tate: �L Zig: � 3 5 Clriginal Agreement Date: �/ �b / �7 Original Agreennent Docw�nent#: ��r�iginal Agxcem�nt Amount: $ � �� 2- Original A.greement Sales Rep: �,1����C�.. DESCRIPTION OF CHANGES BEING MAL7E TO ORYGINALAGREEMENT: �� � � le � C7 V I a L - L� i ! �n�.� (Z�., . r Estimated Project Completion Date Adjustment: Oari.gitnal Contracted Amount: � � � � Z m Estimated completian date remains the same as original Down Payment Amaunt{-}: �� � �y } agreement(s). � � o����$����n��c->: � � � ? � ❑New estimated completion datc is_ta^weeks fcom this addendum's acceptance. C �tomerAddendumAcce�tance• I agree thatI fully rxnderstand Addendwm Addition.Amt,�+�: $ (J � r the praposed changes made to my or'igina].Contractual Agreement Addendum Deductian Amt.(-}• (� ) with Clear Choice Windaws and More. I also understazxd and appxove the stated changes made ta any raonetary amounts of the agreement.All terms of sale remain as stated in azi ' al New Balance Due: $ � f 7�� � For Qffice Use Only: Acceptance Sitgnature �' Received on: Received ey: i Print Name;�.��p� �•�',�7",L..'^''�ate: ! / Sales Rep Signarure•`l/�'/.r���d�����4Z�� � � �I 3/1D/2017 Florida Building Code Online � �r {I� s . „ � ' a e . , ° • o , � ' � P �� :: - � ' BCIS Home � Log In I User Registration I Hat Topics � Submit Surcharge � Stats&Fac[s � Publications � FBC Staff � BCIS Site Map I Links � Search � Florida - � � `�� `� Product Approval � USER:Public User L h,,yws�sa�di:tumr Product Aooroval Menu>Product or Aoolication Search>Aoplitation List>Application Detail •� FL# FL1435-R19 1435.6 Application Type Revision Code Version 2014 Application Status Approved ' *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived G Product Manufacturer PG'f Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.com Quality Assurence Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE C Validation Checklist- Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I52/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 'i ASTM E330 2002 I Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsbC U ITKe120DuttTaLxE3%2bZ0E5o8%2b93DPDRK915DwLRQ%3d%3d 1/3 3/10/2017 Florida Building Code Online ., Product Approval Method Method 1 Option A ` , Date Submitted 01/06/2017 Date Validated Ol/07/2017 Date Pending FBC Approval Date Approved O1/09/2017 Summa of Products FL# Model,Number or Name Description 1435.1 SH - 200 Aluminum Single Hung Window (Std. Meeting Rail, inc. Pass- Thru) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R19 C CAC CertificationB - SH2O0.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/16/2019 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R19 II SH-200.odf pressure, size and anchorage information. The Pass-Thru Verified By: A. Lynn Miller, PE 58705 version was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH-200 Evaluation.odf Created by Independent Third Party: No 1435.2 SH - 200 HD Aluminum Single Hung Window (with HD Meeting Rail) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R19 C CAC 190-1003CAR2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No O1/08/2020 Design Pressure: N/A Installation Instructions Other: Please see the Instailation Instructions for design FL1435 R19 II SH-200HD.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH-200HD Evaluation.odf Created by Independent Third Party: No 1435.3 SH - 500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R19 C CAC CertificationB - SHSOO.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/27/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R19 II SH-SOOc.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH-SOOc Evaluation.pdf Created by Independent Third Party: No 1435.4 SH - 800 WinGuard Multistory Aluminum Single Hung Window Limits of Use Certi£cation Agency Certificate Approved for use in HVHZ: No FL1435 R19 C CAC SH-800 Certification.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/07/Z017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R19 II SH-800c.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH-800c Evaluation.odf Created by IndependentThird Party: No 1435.5 SH-5400 EnergyVue Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R19 C CAC SH-5400 Certification.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/13/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R19 II SH-5400.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsbC U ITKe120DuttTaLuE3%2bZ0E5o8%2b93D PD RK915DwLRQ%3d%3d 2/3 3/10/2017 Florida Building Code Online FL1435 R19 AE SH-5400 Evaluation.pdf Created by Independent Third Party: No � � 1435.6 SH-5500 WinGuard VinylSingle Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R19 C CAC SH-5500 Certification.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/Ol/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R19 II SH-5500.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH-5500 Evaluation.odf Created by Independent Third Party: No Back fdext Contad Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:85�-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 2007-2013 State of Florida. :: Privacv Statement Accessibiliri Statement:: Refund Statement Under Florida law,email addresses are public records.If you do nat want your e-mail address released in response to a public-records request,do not send elec[ronic mail to this entity.Instead,[ontact the office by phone or by traditional mail.If you have any questions,please tontact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees Ilcensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communfcation with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please pravide the Department with an email address which can be made available to the publtc.To detertnine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: �y � e�� ''hyi�' Credit Card Safe ' g.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqsbCUITKe120DuttTaLxE3%2bZ0E5o8%2b93DPDRK915DwLRQ%3d%3d 3/3 MAX.BUCK WIDTH MAX.BUCK WIDTH SEE TABLE 1 SEE TABLE 1 28" MAX.BUCK WIDTH 28„ �2. MAX. SEE TABLE 1 MA?(. B�SEE�__MAX.�� O.C. � D.SEE 4'MAX.O.C. � 2"MAX. M��� O.C. � SHEET 3 SHEET 4 � � � B,SEE,� - - SHEET 3 A,SEE A,SEE I 4 SHEET 3i �Zn�� SHEET 4 � SHEET 3� �2�MAX' -� / � 17.867"MAX.O.C. � - � l � I t 7.88T MAX.O.C. -�7- I / � / - -�- T � 0 / MAX.BUCK I / 4^MAX. �J - MAX.BUCK - HEIGHT SEE MAX.BUCK O.C. HEIGHT SEE �— TABLE 1 HEIGHT SEE X /� TABLE 1 X � 10'MAX.O.C. O TABLE 1 - �J _ �._ / �- � ------ �� � I 13.773"MAX.O.C. X -y—� - 10'i.O;C. - � � � � c A� / A �3.773"MAX.O.C. 6-1/2°MAX. / 6-1/� -' B NO ANCHORS AT SILL � B� NO ANCHORS AT SIIL � D�.► 2"MAX. -�{ �-►- ELEVATION FOR TYP.FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, ELEVATION FOR TYP.EQUAL LEG FRAME; EQUAL-LITE CONFIGURATION PROVIEW/ORIEL CONFIGURATION EQUAL-LITE CONFIGURATION {COTfAGE SIMILAR) SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT,VINYL SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED 70 COMPLY WITH THE TABLE t: REQUIREMENTS OF THE FLORIDA BUILDING CODE. Window Buck Size Reinf. Desien Pre�ure Certification SHAPES MAV BE USED BY 2)ALl WOOD BUCKS LESS THAN 1-7/2"THICK ARE TO BE CONSIDERED iX Configuration INSCRIBING THE SHAPE IN INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY WIfJIFt HBIQIIt LeVe� (+�PgF (-�p� (CAR)Number A BLOCK AND OBTAINING TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. 5Z-'I/B" B4" E 118I-IItB DESIGN PRE55URES FOR 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLV TRANSFER 4 THAT BLOCK SIZE FROM LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALUITION IS THE 52-1/B" $4" Std.ProView R'I 50.0 50.0 'ISO-285,1OZ8 THE TABLE ON THIS SHEET. RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 52-1/8" 91-13l16" Custom Sash 3)ANCNOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT INSTALLATION 52-1/8" B4" Equal-lite ANCHOR5 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR 52-1/8" $4" StCI.PfOVI@W R2 65.0 70.0 'I JO-ZEF),'I OZJ WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AN�IS BEYONO 7HE SCOPE OF THESE INSTRUCTIONS. 52-1/b" J�-�3/�6" CUSfOfll S88I1 �.; �r,. 4)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WH6RE THE � , ;t:i; ,.,:;���' � ` .i� �• ..� "i. PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE � •� SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. -- � `_�,, �- 5)THE ANCHORAGE METHODS SNOWN HAVE BEEN DESIGNED TO RESISTTHE � VINYL SH WINDOW FPA(IMP-RESIST.) 0 12/13/14 , � " ��_ WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.TNE s � - r_ ��_ 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHIS o GENERAL NOTES&ELEVATIONS a m'' J ROSOWSKI -. �o � ;;.j- �_L_. - - _PRODUCT THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVAIUATION OF ° .''' � • p - .Y'=.,:: ""'TO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER > >= ' ATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT OF AUTH.#29298 � a" ,;', '��«'";j` � I!nqePuo�',�M,yyj;d�y DEFORCORROSIONRESISTANCE. �O7OTECHNOLOGYDRIVE ' N� � `� �`-'����'�'�t•��` N.VENICE,FL 34275 � _ �O ' '""�� (941)-480-1600 �' SH-5500 ° NTS ' 1 OF 4 u z FPA-5500.0 �z A.LVNN MILLER,P.E. � � " h � P.E.#58705 G (1 TABLE 2;ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Anchor Substrate Min.Edge Min. pn�or Subshate �1in.Edge Mln. �� Distance 6nbedment Distance Embedment #10 SMS P T.Southem Pine(SG=0.55) 7/76" 1�8" 2-1/2°x 131'Common Nail p T Southem Pine(SG=.55) 9/16" 2-7/16" (steel,18�S.S. Steel,A36 3/B" 0.050" Max.DP of 50.0 or 470 S.S.) Steel Stud,A653 Gr.33 3/8" 0.0346"(2(1 Ga.) 2-1/2"x 131"Ring-shank Nail P T Southem Pfne(SG=.55) 9/16° 2-7/16" Max.DP of SO.D Aluminum,8063-TS 3/8" 0.0713" 14 da. &�/2^x 145"Roofing Nail P T Soulhem Pine(SG=.55) 9/16° 2-7/16" #12 SMS P T.Southem Pine(SG=0.55) 9/16" 1�I8" P T Southem Pine(SG=.55) 3/4" 1-3l8" (steel,188 S.S. Steel,A38 3!8" 0.050" #10 SMS Aluminum,6063T5 3/B" 0.0713"(14 Ga.) Steel Stud,A653 Gr.33 3!B" 0.0346"(20 Ga.) (steel,18-9 S.S. w 410 S.S. Steel Stud,Gr.33 3/B" 0.034G(20 Ga.) � Aluminum,8063-T5 3!8" 0.0713" 14 Ga. or410 S.S.) Steel,A36 3!8" 0.050• 3/76"Ultracon P T Southem Pine(SG�.55) 7/18" 13/8" (steel) Concrete(min.2.85 ksi) 1" 1�/B' Max.DP of 50.0 Ungrouted CMU,(ASTM C.90) 2-1/2�' 1-1/4" ANCHOR NOTES: P.T.Southem Pine(SG=0.55) 1" 1�B" GEa�oo ott 1/4"UIt2COf1 Concrete(min.2.85 ksi) 1" �a/q" �)`UNGROUTED CMU"VALUES MAY DOW-791 —I BE USED FOR GROUTED CMU SILICONE 1 (S�CC�) Ungrouted CMU,(ASTIVI G90) 2-1/2° 1-1/4�� APPLICATIONS. - L Concrete(min.2.85 ksi) 2-1/2" 1-3�4" O 1!2"NOM.GLASS P.T Southam Pfne(SG--0.55 1" ��I$" 2)PANHEAD,FLATHEAD OR EXTERIOR BITE lYP. 1!4"Crete-Fiex Concrete(min.3,35 ksi) �" ��4� HEXHEAD ARE ACCEPTABLE. � (410 S.S.) Ungrouted CMU,(ASTM C90) 2-1/2" 1-1(4" 3)ANCHOR LENGTH TO BE SO THAT Concrete min.3.35 ksi 2-1/2" 13/4" A MIN.OF 3 THREADS EXTEND Cmcrete(min.3.275 ksi) �-�/Z" �,3/8�� BEYOND THE METAL SUBSTRATE. �l4"Aggre-Gator pT SouthemPine(SC�0.55) �" t�e" TYP. GLAZING DETAIL � (18-8 S.S.j Un routed CMU, ASiM G80 7' t-1l4" REINFORCENT TYPE A WINDOW SHAPES AS SHOWN BELOW OR � 7/8•NOM. � � 7!8'NOM. �-+— n II SIMILAR,MAY BE USED BV INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN � I��� PRESSURES AND ANCHORAGE FOR THAT BLOCK � !1 SIZE FROM THE TABLE ON SHEET 1. 5/16"A/A PVB - --- 5J16"A/A PVB REINFORCENT TYPE B' —�� WIDTH �— -�-� WIDTH �— 7/16"AIR SPACE 3/8"AIR SPACE T � � � 1!8"ANNEALED OR 3I16"ANNEALED OR � I TEMPERED GLASS TEMPERED GLASS � � � �/ T DURASEAL, OURASEAL, w w w cv= SUPERSPACER SUPERSPACER REINFORCENT TYPE C _ � _ '- �w OR CARDINAL' OR CARDINAL I � i I �/ � 1= XL EDGE XL EDGE L RADIUSTOP S MCHTOP 1 GLAZING TYPES (EOUAL-LITESHOWN) (PROVIEW/ORIELSHOWN) �1.i�. . �/, \ ' � !`.' , I \\ '.� '_ PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) " TABLE 4:REINFORCEMENT TYPES • � „-- -- ' Reinforcement � VINYL SH WINDOW FPA(IMP-RESIST.) 0 12113/14 -��.r::. � ": U erLite LowerLite " -� Level 8ottom Bottom Side o GLASS/ANCHOR OPTIONS oa; J ROSOWSKI - � (���_� Rall Top Rall �II Ralls _ 6'(°1 s, ,�r-. � - .'i; -� - RI B A A A CERT OFAUTH.q29296 � a� � ��±�,�!':"•� � � R2 C A A A 1070 TECHNOLOGY DRIVE a �o 'r,',';� >;o C,l;`: N.VENICE,PL 34275 « m � � , �''�^ ��:�' � (941)-480-1600 � SH-5500 ° NTS ° 2 OF 4 �z FPA-5500.0 p z A LYNN MILLER,P.E. v� N P.E.q 58705 �-- EDGE DISTANCE SHOWN T � INSTALLED % � THROUGHI% Bl1CKSTRIP / , EMBEDMENT / -� FtANGE .�-"�� �:_�- SHOWN INSTALLED FRAME -'` -�-> INSTALLED SHOWN ""���- � DIRECTLYTO THROUGHIX r------�I-- EMBEDMENT EMBEDMENT --�----� SUBSTRATE BUCKSTRIP � �--�� O❑ � ' � EDGE EDGE ,'/� �� D �� I / �� � DISTANCE �a � DISTANCE D ---- a I ,� -� • : 1 '. o �Q " � � � — - , - . ; . �,.� +------ . - _ � :,. _ -- __. -.--------- - q �, ; .;� � , , ,, �; � , --- --- - , :OPT SASH TOP /, a� ------- ^�/�' �'�, � � EDGE , 1\� �� I LIFT RAIL � � _ EXTERIOR I DISTANCE i I s��{- � ���� �, � �aa S _..�. J OFLANGE� � j E�UAL "- 0 � D � S OWN ��---------- BUCK WIDTH --- '�FRAME � � HORIZONTAL SECTION A-A sHowN BUCK 4 "--".-_____ __' HEIGHT � O � � -'G'IL.I'� I ❑� INSTALLATION NOTES: ' DEXTERIOR� i ' 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND aSUBSTRATE REQUIREMENTS. l / � 3)MAX.SHIM THICKNESS TO BE 1/4'. � � 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES � - � Q ONLY AND MAY DIFFER TO MEET DESIGN OPT SASH RE�UIREMENTS. BOTTOM LIFT FLANGE ��--- 5)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE D J HANDLElLOCI( FRAME �D�� _- OTHER FRAME TYPES. SHOWN i .'�" � ' EQUAL LEG FRAME INSTALLATION THROUGH EXTERIOR SHOWN I ���0❑ TNE FRAME,INTO METAL � �� ����.�,• � � '��' ,it:. i �� —'— , .''i`'c� -. ., , ', j NOANCHORS . � J..�� ,, � ,' , REQUIRED IN - � � , � FLANGE OR =� VINYL SH WINDOW FPA(IMP-RESIST.) 0 12/13/14 " ' � =• �' � /, ,� EQUAL-LEG ` - _ sU r `%.' FRAMESILLS �" FLANGE&E�UAL-LEG/BOX FRAMES om J ROSOWSKI -. .� � •.! n � .i(J_I!� '�/' ' � , ,;F ��'' �� VERTICAL SECTION B-B CERT OFAUTH.#29296 � z� ' �-� '.: `�'� -- - 1070TECHNOLOGYDRIVE � �= ='i'^•='�-';� � N.VENICE,FL 34275 � �� � ' _ (941}480-1600 � SH-5500 ° NTS ° 3 OF 4 '° FPA-5500.0 a Z A,�YNN MiLLER,P.E. � �� r.e.a ss�oa 4 � <:, � - EDC�E DISTANCE SHOWN INSTALLED SHOWN INSTALLED SHOWNINSTALLEO THROUGHTHE THROUGHTHE ' THROUGH THE FRAME INTEGRAL FIN FRAME _� . EMBEDMENT EDGE DISTANCE f�- J-CHANNEL ���_ � � I FRAME EMBEDMENT ' SHOWN D - _��_ � O r I � � � b� o❑ ; I I oQ \ o ao � -� � �, , �a � � D /� ao i EMBEDMENT � _ � � � � O Q EDGE / R � � � I i � DISTA+NCE i ( � 9 � I� " --- �� � �-- �� LJ �`�/^\ � ��J OFT RAILH TOP �o J E%TERIOR ��� O�� V FlN FRAME � J-CHANNELI ^� SHOWN � O � FRAME BUCK WIDTH ------- SHOWN � I HORIZONTAL SECTION C-C BU� � INSTALLATION NOTES: HEIGHT � 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. i � 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REOUIREMENTS. EXTERIOR O� I �G-� 4)GLASS SHOWN IS FOR ILL�UST,RATIVE , , t PURPOSES ONLY AND MAY DIFFER TO i � \ D D MEET DESIGN REQUIREMENTS. ,� :_ l 5)FIN AND/OR FLANGE MAY BE REMOVED / O� TO CREATE OTHER FRAME TYPES. l � IRI� /Q � RII Q 1OPT.SASH . !� UUQ, U��,�_�__._ FIN J BOTTOM LIFT - _ �% �� FRAME � FiANOLEILOCK � FIN ���o- � FIN ��/� J SHOWN EXTERIOR FRAME EXTERIOR FRAME o � SHOWN SHOWN � � _ INSTALLATION THROUGH INSTALLATION THROUGH THE �OO� THE FRAME,INTO METAL INTEGRAL FIN,INTO METAL � �'�"'� o-- � '' _�'�p� , �� SHOWN ----- EDGE ,,;.:; ,;E:: .:�'- , INSTALLED 1,��,.- �_ UISTANCE � •` THRHEGH .=`. VINYL SH WINDOW FPA(IMP-RESIST) � 12/13/14 � � • "'��"' – INTEGRAL FIN J-` � EOGE i 'u c ^, ` „ :.�Z�,,:' _ DISTANCE '^ J-CHANNEL&INTEGRAL FIN FRAMES �� J ROSOWSKI - ��i�`— ` 4 �lr� lS '���� 0 � EMBEDMENT � � . �v { <%' . VERTICAL SECTION D-D CERT OFAUTH.#29296 �Y h� `'°`'`" -.: . -- 1070 TECHNOLOGY DRIVE � ~` ''��'`;��-�,y,� N.VENICE,FL 34275 n � s� 1 ` �� (941)-480-1600 � SH-5500 ° NTS t 4 OF 4 ;? FPA-5500.0 �z A.LVNN MILLER,P.E. vi P.E.#58705 1070 Technology Dr. . N.Venice,FL 34275 " Tel.941-480-1600 � pgtindustries.com Product Evaluation Report Date: June 9,2015 � Product Description: Singte Hung,Series 5500 florida Prpduct Approval#�: 1435 Manufacturer: PGT Industries 1070 Technolagy Dr. North Venice, FL 34275 (941)486-0i00 Statement of Campliance: The product listed in this evaluation report,meets the requirements of the Florida Product Approval Rule,61G20-3.This product complies with the requirements o#the Sth Edition of the Fiorida Buifding Code,2014. Technical Documentatian: Elevation,anchorage/installation drawings and Test Reports: Drawing#: FPA-5500.0 7est Report(s): FTL-7951 FTL-7952 FTL-�953 FTL-7954 FT1-7955 F7L-7956 FTL-7949 FTL-7950 instaftation: Units to be installed as per the attached installation drawings. Limits of Use: 1.Maximum Design Pressures and sizes to be as listed in the test report, unless attached documentation shows lower DP's or smaller sizes. 2.This produtt is Impact Resistant and does no#require shutters in windborne debris regions. 3.This produc#is not far use in the High Velocity Hurricane Zone{NVHZ}. Certification of Independence: A. Lynn Miiler, P.E.is employed by PGT Industries,and therefore has a financia!interest in the company or any company manufacturing or distributing products for which this report is being issued,but does not, nor , ' , : ` : , witl aquire a financial interest in any other entity involved in the approval . - � . . - � process of this product. . �,�(p �� ,. .-: . �'.• 1_ �. . ,.,: - . ;� ,- . '}. . . A.�Lynn Miller, P.E. P.E.#58705 FL Cert,of Auth.#29296 � � oocunent Ttt1e: ooc No: FRM B1�d3 .. �_��___.� Rev No: Q. Paye: � or: 1 EYSTON Impact Performance K=����uT���.,�E Certification - ._.._.___��____1 --- - Authorization Re or# . p Required By pR0 81-03 CAR & Product ID Number: 190 - 285 Issue Date: 11/11/2014 Revision Date: 11/17/2014 Expiration Date: 10/1/2018 Company Code: 190 This Certification Authorization Report(CAR} is issued by Keystone Certifications, Inc. (KCI) af#er full validafion review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standarrl. Ach�a! fenestration product performance may vary based on many factors, including installation, condition of the walllroof substrate and the age of the product and installation co mpan ents. This report indicates the product is eiigible fir the application of Keystone Certification Program certificatian labels. Licensee stipula�es in a�xing certification labels to products, that fhose products are representative of the specimen evaluated and �cumented for certifcation authorization. Only products bearing such a certification labei shall be considered certified. The intormation in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: '� PGT Industries Model: SH5500�ew PVC Imp Single Hung 1070 Technology Dr. PO Box 1529 Operator Type: H Nokomis FL 34274 Config: EM/All, GS-5/16"Ann Lami IG Max Width: 52 Max Height: 92 Corresponding Structural CARs: 190-1028.0 Referenced S#andard: Product Rating: ASTM E1886-OS/E1996-12 Missile Level D, Wind Zone 4, DP=+/-50, 52x92 � Qualifying Test lnformation: Test Report No: FTL-7951/7952/7953 Test Repott Expiration: 10/1/2018 Authorized Signature: Keystone Certifications, Inc. Digitally signed by Steven M.Urich 564 Old York Road, SUlt2 �J �� � ��, / DN:cn=5teven M.Urich,o=Keystone Etters, Pennsylva nia 9 7319 �� Certifications,Inc.,ou, email=surich@keystonecerts.com,c=u5 Phone: 717-932-8500 Date:2014.11,l 7 7 5:50:00-QS�oo� Fax: 717-932-8501 V✓W W.K EY5TON EC ERTS.0 O M v Docvnent Title: Doc No: F�B��3 ����} lmpact Performance Rev No: 4 ��: � o�: � KEYSTON� C ertif icati on ctlsr�F�cw�o�vta.�wc. ,...........� /_._._..._G �.r�r�....rr Authorization Report Required ey: pR0 B1-03 CAR & Product ID Number: 190 - 286 Issue Date: 11/17/2014 Revision Date: 11/17/2014 Expiration Date: 10/6/2018 Company Code: 190 This Certification Authorization Report{CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredfted Eaboratory in accordance with the specified referenced standard. Acb.aal fenestratfon product performance may vary based on many factors, including installation, condi#ion of the wall/roof substrate and the age of the product and ins#allation componenis. This report indicates the product is eligible for the application of Keystone CeRification Program certi�cation labels. Licensee stipula�es in affixing certification iabels to products, that those products are represeniative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The inf�rmation in this report can be verified atwww.keys�necerts.com. Licensee fnformation: Product Information: PGT Industries Model: SH5500 View PVC Im Sin le Hun P 9 9 1070 Technology Dr. PO Box 1529 Operator Type: H Nokomis FL 34274 Config: EM/All, GS-5/16"Ann Lami IG � Max Width: 52 Max Height: 92 Corresponding Structurai CARs: 190-1029.0 Referenced Standard: Product Rating: ASTM E1886-05/E1996-12 Missile Level D, Wind Zone 4, DP=+65/-70, 52x92 Qualifying Test Information: Test Report No: FTL-7954/7955/7956 Test Report Expiration: 10/6/2018 Authorized Signature: Keystone Certifications, Inc. Digitally signed bySteven M.Urich 564 Old York Road, S uite 5 �� p� 1:�, � oN:cn=5teven M.urich,o=Keystone Etters, Pennsylvania 17319 �4 J� Certificatlons,Inc.,ou, email=surich@keystonecerts.com,c=us Phone: 717-932-8500 Date:2014.11.1715:50:23-OS�oo� Fax: 717-932-8501 WVJW.KEYSTONEC ERTS,COM �% DocunentTitle: Doc No: FRM B1-02 -��������-���� Structurat Performanoe Rev No: 7 Pa�: , o�: � � K�YSTOtV� _�- C��.-��T,e�s.,��. C ertif icati on .�_.._��:_�.__� Authorization Report Required ey pR0 B1-03 CAR$ Product ID Number: 190 - 1028.0 Issue Date: 91/11/2014 Revision Date: 11/9 7/2414 Expiration Date: 10/2/2018 Company Code: 190 This Certification Authorization Report(CAR) is issued by Keystone Certifications, Ir�c. (KCI) after full validation feview, and is based on�a standardized evalua#ion of the product conducted by an independent accredited laboratory in accordance with #he spec�ed referenced standard. Ach.ial fenestration product performance may vary�ased on many facto�s, inciuding installation, condition of the wall/roof substrate and tkte age of the product and installatian ' components. ' This report indicates the product is eligible fi�r the application of Keystone Certification Program certification )abels. Licensee stipulates in affixing certifica6on labels to products, that ihose products are represenbtive of the specimen ' evaluated and documented for certification authorizaSon. Only products bearing such a certification labe! shail be considered certified. The infirmation in this report can be verified atwww.keystonecerts.com. Licensee Information: Product Information: PGl" Industries Model: SH5500 Uew PVC Imp Single Hung 1070 Technology Dr. PO Box 1529 Operator Type: H Nokomis FL 34274 Conflg: EM/All, GS-5/16"Ann Lami fG Max Width: 52 Max Height: 92 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/i.S.2/A440-11 Class LC-PG50 1324x2330(52x92)-Type H Qualifying Test Information: ' Test Report No: FTL-7949 Test Report Expiration: 10/2/2018 Authorized Signature: Digitally signed by Steven M.Urich Keys#one Certifications, �IIC. DN:cn=5teven M.Urich,o=Keystone 564 Old York Road, Suite 5 � .� � Certifications,lnc.,ou, ��-- � email=suricfi@keystonecerts.com, Etters, Pennsylvania 17319 �=us Phone: 7'f 7-932-8500 Date:2014.11.17 15:5524-d5�oo� Fax: 717-932-8501 W W W.K EY5T0 N EC E RTS.C O M .y Doctment Title; Doc No: FRM B1-0Z �� ��J-�" S#ructural Performance Rev No: 'J Pase: 1 �f: � KEYST0IV� ���,�,��»oNo.�NC. Certi#ication _.,. .,��..._...�� Authorization Report Required By� pR0 B1-03 CAR& Praduct ID Number: 1g0 - 1029.0 Issue Date: 11/11/2014 Revision Date: 11/17/2014 Expiration Date: 10/1/2018 Company Code: 190 This Certification Authoriza6on Re ort CAR is issued b Ke stone Certificati�ns lnc. KCI after f II vali a' n r vi w p ( ) y y { ) u dho ee , and is based on a standardized evaluation of the product conducted by an independent accredted laboratary in accordance with the specified referenced standard. Ach�al fenestration product perFormance may vary based on many factors, including installation, condition of the walVroof substrate and the age of the product and instaflation companents. This report indicates the product is eligible f�r the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification fabels to products, that those products are representative of the specimen evaivated and documented for certification authorization. �nly products bearing such a cert�cation labei shatl be considered certified. The information in this report can be verified atwww.keystonecerts.com. Licensee Information: Product Information: PGT Industries Model: SH5500 View PVC Imp Singie Hung 1070 Technology Dr. PO Box 1529 Operator Type: H Nokomis FL 34274 Config: EM/All, GS-5/16"Ann Lami IG Max Width: 52 Max Height: 92 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/I.S.2/A440-11 Class LC-PG65 1324x2330 (52x92)-Type H Neg DP=70 Quatifying Test Information: Test Report Na: FTL-7950 Test Report Expiration: 10/1/2018 Authorized Signature: DigitaAy sigrted by5teven M.Urich Keystone Certifications, �f7C. DN:cn�Steven M.Urich,o=Keystone 564 Old Yoric Road, SUIt@ 5 ' �1�. � �� �ertifications,�n�.,ou, Et#ers, Pennsylvania 17319 email=surich@keystonecerts.com, p�one: 717-932-8500 c-iJS Date:2014,17.17 iS:ss:a�-os�oo� Fax: 717-932-8501 II W W W.KEYSTONECERTS.COM \ 1/�;2017 Florida Building Code Online � �� .� , o �'�✓Jf/y` '" • "�1 ���..--, : i• e � � . o e a � YQ �- ����l�W�W I BCIS Home � Log In I User Registration ( Hot Topia � Submit Surcharge � Stats&Facts � Publications � FBC Staff ( BCIS Si[e Map � Links I Search � Florida � '�� � Product Approval � � USER:Public User f.��tP:Kss7u`g.[,Y� Produc[Aoproval Menu>Product or Apolication Search>Aoolication List>Application Detail . FL# FL1844-R22 1844.7 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived O Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 jrosowski@pgti ndustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE l�' Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.5.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E-1886 2005 ASTM E-1996 2012 ASTM E-283 2004 ASTM E-330 2002 Equivalence of Product Standards Certified By http://www.floridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDqsGsvRHsb6W7CihkBPFyPwCIKsY%2fh3p3c1FQ%2bOF6yzIBA%3d%3d 1/3 1/2/2017 Florida Building Code Online ,� Product Approval Method Method 1 Option A Date Submitted 05/24/2016 Date Validated OS/25/2016 Date Pending FBC Approval Date Approved 05/30/2016 Summa of Products FL# Model,Number or Name Description 1844.1 HR- 210 Aluminum Horizontal Roller Window with Slip-On Nailing Fn Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R22 C CAC Certifications 210 pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No Ol/10/2018 Design Pressure: N/A Installation Instructions , Other: Please see the Installation Instructions for design FL1844 R22 II HR-210.odf ' pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R22 AE HR-210 Evaluation.odf Created by Independent Third Party No 1844.2 HR-410 Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R22 C CAC Certifications 410.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/17/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R22 II HR-410.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R22 AE HR-410 Evaluation.odf Created by Independent Third Party: No 1844.3 HR- 510 WinGuard Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R22 C CAC CertificationB - HRS10.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/17/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R22 II HR-S10.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R22 AE HR-510 Evaluation.odf Created by Independent Third Party: No 1844.4 HR-2710 Premiere Vinyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R22 C CAC CertificationB - HR2710.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/18/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R2Z II HR-2710.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party. No Evaluation Reports FL1844 R22 AE HR-2710 Evaluation.odf Created by Independent Third Party: No 1844.5 HR-2810 Premiere Vinyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R22 C CAC CertificationB - HR2810MI.�df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/18/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R22 II HR-2810.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R22 AE HR-2810 Evaluation.odf Created by Independent Third Party: No http:/lwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsGsvRHsb6W7CihkBPFyPwCIKsY%2fh3p3c1FQ%2bOF6yzIBA%3d%3d 2/3 \ 1/�2017 Florida Building Code Online 1844.6 HR-5430 EnergyVue Vinyl Horizontal Roller ' , Limits of Use Certification Agency Certificate Approved for use in HVHZ: No •�L1844 R22 C CAC Certification 5410 HR.odf Approved for use outside HVHZ:Yes Quality Assurence Contract Expiration Date Impact Resistant: No 12/il/2018 Design Pressure: N/A .Installation Instructions Other: Please see the Installation Instructions�for design •�FL1844 R22 II HR-5410.odf pressure,size and anchorage information. " . Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R22 AE HR-5410 Evaluation.odf Created by Independent Third Party: No 1844.7 HR-5510 WinGuard Vinyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R22 C CAC Certification 5510 HR pdf Approved for use outside HVH2:Yes Quality Assurence Contrect Expiration Date Impact Resistant:Yes 12/11/2018 Design Pressure: N/A Instailation Instructions Other: Please see the Installation Instructions for design FL1844 R22 II HR-5510 pdf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R22 AE HR-5510 Evaluation odf Created by Independent Third Party: No Back fdext Contact Us:: 2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida fs an AA/EEO empioyer.Coovriaht 2007-2013 State of Florida :: Privacv Statement :Accessfbiliri Statement::Refund Statement Under Florida law,email addresses are public records.If you do not wan[your e-mail address released fn response to a public-records request,do not send elec[ronic mafl to this entity.Ins[ead,contact the office by phone or by[raditional mail.If you have any questions,please contac[850.487.1395.•Pursuant to Sectton 455.Z75(1),Florida Statutes,effective October 1,2012,Iicensees Itcensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the Iicensee.However emafl 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 availabie to the public.To detertnine If you are a Iicensee under Chapter 455,F.S.,please clfck here. Product Approval Accepts: � � ECtmck � " Credit Card Safe uilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqsGsvRHsb6W7CihkBPFyPwCIKsY%2th3p3c1FQ%2bOF6yzIBA%3d%3d 3/3 2 ANCHOftS @ 8'MAX.O.G.!F THE W IND6W&UCK HEIGNT!S 83"Oft I.ESS. d ANCN4RS Qa 4"MAX.O.C.IP TNE WiNDOW BUCK HEIGHT iS OVER G3" __19°MAX.O.C.IF 7HE W INDQW BUCK HEIGHT IS 63"OR LESS. � MN(.BUCK WIDTH SEE TABLE t 14`MAX.O.C.!F TNE WINDOW BUCK HElGHT IS OVER 93' ���w $, �-"" MAX.BUCK WIDTH if � r—�'� 1�O.C� O.Q I B,SEE SEE TABLE 1 - MAX.BUCK WIDTH SEE TA84E 1 -�-I B.SEE T MAX.O.C. MAX. SHEET 3 � � SHEET 3 I� 1--- D,SEE SHEET 4 ! -� � � ---' . . . . ......_.:.. . . ¢a � �- r MAX. �-�----�-__:.� _ � , i O.C. 18.66" � - � � � - � �- f- - � f M�. j / / a.c. MAX.BUCK / / / / '� MAX.BUCK � / / �(� HEIGHT SEE MAX.BUCK HEIGHT SEE J 7ABLE 9 NEtGHT&£E � TABCE t - TABLE t i - ,i � r- �^ _ A.SEE � A G,SEE � C A,SEE � - - � _ A ��E�3 X O � SHEE4 . X � SNEET X Q X W � ' 1 3 ' _. ._ _:.-- - �_ � ._`__J� - 8"MAX. -+� Fr" `�8 � 8"MAX. � MAX. ��--� � MAX.O.C. �2.7/e'MAX. J 8"MAX. --.-� �+- g 8"MAX. � 12314'MAX.O.C. � �-+-- ELEVATiC?N FOR TYP.EC2UAL LEG16flX ���VATlON FOR TYP.FIN{332 J-CHANNEL FRAME, ELEVATION FOR TYP.EQUAL LEGlBOX &FLANGE FRAME, &FE.ANGE FRAME XOX GONFtGURATION XO CONFIGURATION OX SIMILAR XO CONFIGURATION OX&XqX SIM(LAFt MAX.SASH WIDTH=30.36' MAX.FIXED LITE(BUCK WIDTN-[2 X SASH WI�7HJ)=59.28` TABLE t: Window Buck Size �inf. �esi6n Pre�ure Glass Certification GENERAL NOTES:SERIES 5510 IMPACT RESISTANT, ConBgurauon Width Height ��+al �+�P� �-�Q� Types (CAR)Number VtNY�HQRIZONTA�ROLLER ?�k � �yrpX R3 50.0 50.0 5E 190-252,2448 1)THIS PROpUCT HAS BEEN DESIGNED 8 TES'lED TO COMPLY WITH THE 7�c^ �^ XCl/OX R4 60.0 60,11 5 190-�JO,10�4 REf]UIREMENTS OF THE FLORIDA BUILDING CODE. ?5" fi3" XOtOX R4 65.Q 70.0 5�8 t94291,1Q4? 2)ALL WOOf}BUCKS GESS THAN 2-1J2`THICK ARE 7fl BE CONSIDERE6 1X INSTALLA710NS.iX WOOD BUCKS ARE OPTIONAL IF UNIT IS �� �z� XQ/OX R4 50.0 50.0 5$ 190-2$9,1046 INSTALLED pIRECTLY TO SUBSTRA7E.WOOp BUCKS pEPICTED AS 2X igp" 63" XlJX(1/a}-1/2-1/4) ARE t-V2'THlCK OR GREATER,1X hND 2X 8UCK5(WHEN USED)SNALL R3 45_0 45.0 5 3$Q-�97,1053 BE t}ES1GFtED TO PROPERIY TRANSFER Lt}ARS TO THE STRUCTURE. �" 63" }�C3X{il&'tt3-113} WQOD BUCK pESIGN AND INSTAL4ATION IS THE RESPONSIBILITY qF THE ENGINEER,(EOR)OR ARCHITEC7 OF RECORp,(AOR), 7��� ��� M�X(1141/2-1/4) R3 50.0 50.0 5�B 19D-29B,1054 3}ANGFt4R EMBEDMENTTO 6ASE MATERW.$HALL BE BEYQND WALL �' ��� �X{173-1l3-713) �RES5ING Oi2 STUCCp.tlSE ANCHORS OF SUFFfCIEN7 EMBEDMENT y20" 63" XLlX(114-1/2-1J4) R4 65.0 65.Q 7 190-295,1051 INSTALLATION ANCHORB SHOUIp BE SEALED.OVERAI,L gz" 63" �X(1/3-1/31/3) SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INS7AtAATEON SHAIL BE pONE BY OTHERS AND IS SEYpND THE SCOPE 1�° 63" XC}X(114-712-114) OF THESE INSTRi1CT10N5. R4 65,Q 70.0 7 8 8 190-296,1052 sz' 63" XUx(V3-1/3-1/3) . , �, 4)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE SEE 5HEET 2 FQR GLAS5'TYPES �•�,�..`y\��"�''''�,r;�,�i� 7NE PRODUG7 tS NOT F�USH TO THE SUBSTRATE.USE$HSMS CAPABtE : �` , pF 7RANSFERRING APP�tED�OApS.WQOp$UCKS,8Y dTHERS,MUST -- ,� �.?''~ .�_ -, BE SUFFICIENT4Y ANCHORED TO ftESIST LOADS IMP05ED ON THEM BY ` i,7�V, -` : rHE wiNoow. � VINYL HR WINDOW FPA(IMP.-RESIST) 0 12/13/14 ' " - //��,��j�/Z�{_� ; :f.�: 5}THEANCHqRAGEMETNODSSH4WFlHAV�BEEN4ESiCiFlEBTt7ftESIST o GENERAL NOTES&ELEVA7tONS am .T ROSOWSK} �" (� f Q�1 J :?j�:' THE WINDLqADS CORRESPONDING 70 THE REf]UIRE�DESfGN � '"" ) u1 PRESSURE.7NE 33-1f3%STRESS INCREASE HAS NOT 9EEN USEp IN THE � � _ DESIGN OF THIS PROpUCT THE 1.8 LOAD DURATION FqCTOR WAS USED � > >°i ' �.�?„ ��-��r,�p`" +%i;: • '�"------_____ FOft THE EVA�UA710N pP ANGNORS INTQ WOOD.ANGHttRS THAT COME CEftT OF AUTH.#29286 � a� �;'�. —""'ONTACT W17H OTNER DISSiMiLAR MATERIALS SHALL MEET TNE 1070 TEGHNOLOGY DRIVE � v e , ,` .+i':1`•l� ,�` ` REMENTS OF THE FLORIDA BUILDINQ CpDE FOR CORROSION a q o ��� ;I 11'� p��oy.MMnry�.��y nNce. N.VENICE,FL 34275 � v ;, �o q A,l,YNNMILtER,P.E. {941}-480-16�0 � HR-551Q N NTS y 1 QF4 oz FPA-5514.4 �z - P.E.#56?65 � . TABLE 2:ANGti6RS(NSTALLED THRQUGH FftAME TABLE 3:AhtCHORS 1NS7ALLE0 THROUCaN lNTEGRAL FIN Anchor Substraba Min.Edge MIn. Anchor SubsVate Min.Edge Min. " Distance 6n6edment Dlstartce Ernbedment #10 SMS P 7 Southem Pine(SG=4.55} 71 8" 73t8" &t/2'x 731"Common Nait p.T Southem Pine(SG=.55) 9/16" 2-7l1fi (steel,78-9 S.S. $leel,A36 3!6" 0.05p" Max.pP of 50.0 or 410 S.S.) Steel SWd,A6�a3 Gr.33 3!B" 0.0946"{20 Ga.) 2.�/2"x 131"Wng-shank Naii RT Southem Pine{SG=.55) 9/16" 2-7/16" � Max.DP af 5d.0 Aluminum,8063 T5 318" 0.0T13" td Ga. 2-1t2"x td5"Roo6ng Nail P.T Southem Pine(SG=.55} 9J16" 2-7116" #12 SMS P T Southem Pine(SG=0.55) 9118" 1�/8" P T Southem Pine(SG=.55) 3l4" 13/8" Sleel,A38 3J6" 0.050" #10 SMS (steei,S&8 S.S. — -- - •-- Aluminum,6083-TS 3l8" 0.0713"(14 Ga.) Steet Stud,A653 Gr.33 9t8" 4A346"{2t}Ga.} {steel.18-8 S.S. or 910 S.S.} • or 410 S.S.) Sfee!S#ud,Gr.33 318" 4.03b6"(20 Ga.} Aiuminum,6083-T5 3/8" 0.0713" 14 Ga. Steel,A36 3l8" 0.o5o^ 3H6"Ulkracon P.L Sauthem Pine(SG=0.55) 7/16" 13/8" {steef) Cancrete{mio.2.85 ksij 1" i�t8" Maz.DP ai 50.0 Ungronted CMU,(ASTM C�O) 2-1/2" 1-114" ANCHOR NOTES: � P T.Southem Pine(&G�0.55) 1" 1�/8" ('�� 1l4��Uift'�Cati Concrete{min.2.85 ksE) �y" �.yQ" i)'UNGROUTED CMU"VALUES MqY � �] (Sf&8I} U(iQ{pUfftl CM[},(ASTM C�O} 2-11Z" 1-1/d" APPLICATIONS.R����U TABCE 4:REINFOftCEMERlTTYPES i2EIt�tFORCEh7T TYPE B Concrete(min.2,85 ksi) 2-1C2" 1-3/4" Relnforcement p T.SouthCm Pine(SG=0.55 1" ��lg' 2)PANHEAD,FLATHEAp OR Vent MOeting 11d"Cr�te-Flex Conerete m�n,3.35 ksi 1� .��� NEXNEAQ ARE ACCEPTABIE. �@Y8I { } {4stdes} Rail �� (410$,$,) UngIDUt@d CMU,(A5'rM G90) 2^1/2" 1-1/4" 3)ANCHOR LENGTH TO 6E SO THAT R3 B E f C�I Concrete min.3.35 ksi 2-1/2" ��/Q" A MIN.OF 3 THREADS EX7END �� U Ca{etL>t8{min.3.2T5 ksl� �_�JZ" Z�g� BEvtlNo 7HE METAL SUSSTRATE. R4 C F u 114"Aggre-Ciator p T.Southem Pine(SG=0.55) T' 1�lB" REINFC?F2CENT TYPE C ���S'S'� Un routed CMU, AS'fM C30 7' 1-1/4" _� 7,8•NaM. �..— � 7t8•NOM. �— � 7,8•N6M. � � 7,8•N4M. � ���� ftEINFOt2CENT TYPE E 5l16"AIA pYB-- 5l16"A!A PVB 5/16"A!A PVB --� 5l96"A/A PVB— •' 7/16"AiR SPACE 7/16"AIR SPACE 318"AIR SPACE 3/8"AIR SPACE l� U 1!8"ANNEALED 1/8"TEMPERED 3/16"ANNEALED 3/16"TEMPERED \ GI.ASS GIASS� GLASS GLA3S � DURASEAL, DURASEAL, DURASEAL, DURASEAL, �� REWFOFtCEhf3 TYPE F SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER OR CARDItVAL QR GARDlNAL OR CARDINA�~ OR CARDINAL XL EDGE XL EDGE XL EDGE XL.E�GE - GlASS IYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 ,�, .. , , ,,,���;;;:•r , CaE-77tl00R � �:i•^ �c„. ' DOW-791 PVB INTERLAYER MANUFACTURED BY DUPQNTlNC.{AKA KURARAY AMERICA,ING.} z " � SIUCONE �` "�i �' 1/2'NOM.GLASS � VINYL HR WINDOW FPA(IMP-RESIST.) 0 12l13/14 = " �'u'��r'�"�a • - EXSERIOR O BI7E TYP. . o,a a RQSOWSKI �• 'r:4 � f {� (� .. � " GtASSlANCHOR CtPTiONS � Q o « J�, v'M1I'L,L1, ;,try " � ' bm r • ' GER7.4P AUTH.#29296 rv N° �,'�.'�!��.�;t r;;.�..� ra,i.; , 1070 TECHNOLOGY DRIVE � a o ' TYP. GLAZING DETAIL N.VENICE,FL 34275 � _ � ' {941}-484-96Qd � HE2-5590 ° NTS ' 2 OF 4 o i FPA-5590.0 a z A.LYNN MILI.ER,P.E. � in P.E.#58705 EDGE DISTANCE -I �{ u�sl� � � • -�, �/ ��'' /i /i EMBEDMENT /�/ � .:/ � �„__i � - SASH WIDTH ----- - SHOWN FLANGE �--� , `� �� INSTALLATION INSTALLED FRAME —��--�^�= -- THROUGH THE - SHOWN � _� �- THROUGHIX r— — EMBEDMENT FRAME,INTO BUCKSTRIP o __---'� METAL � / � �❑n 1-��' OPERABLE EDGE LJ � —_�� l SASH � G--f 7� I i � ,� DISTANCE � Z—�I y �❑ ---- - I __ ��� - I - - � �L _�� _ , �(� � / � � iY �" II ('' ��i i.' I ��L_ FIXED o � o I i� O l I� �,�-� LITE L =—�� ' � ,��� � •� �� i % I �� " o � \ � _--- � ;/ �/i ' J��� - , _ o 0 0 �` �1�0� � FIXED I � LITE �-;", "�. i �G —"`� EXTERIOR E�UAL S FLANGE I FRAME � LEG SHOWN FRAME BUCK � � ����----- --- — -- BUCK WIDTH ------- �SHOWN HEIGHT / ��-t . !� EXTERIOR � � � HORIZONTAL SECTION A-A(XO) C] (OX&XOX SIMILAR) OPERABLE i � SASH � � � G �� � INS7ALLATION NOTES: 1�SEE SHEET 1 FOR SPACING REQUIREMENTS. 2)SEE TABLE(S)ON SHEE7 2 FOR ANCHORAGE AND i SUBSTRATE REQUIREMENTS. + 3)MAX.SHIM THICKNESS TO BE 7/4'. i � —� 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES � � �I ONLY AND MAY DIFFER TO MEET DESIGN I i I -}� SHOWN RE�UIREMENTS. �r� `- � INSTAlLEO 5)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE , � � �IUj � DIRECTLY TO OTHER FRAME TYPES. y � 'a' SUBSTRATE J—_�� f'1 �1�� - ` � EOUAILEG ~ . �•i '-1'•;�'i . FRAME i� ;� � ` � .('•�� .^,?' SHOWN '� �j /�EMBEDMENT _ `��� ` � ' . � i / p17 t;l;';�,c t�u s �// / -'/�-� + � VINYL HR WINDOW FPA(IMP-RESIST.) � 12/13l14 - ---►r-- EDGEDISTANCE � FLANGE 8 EQUAL-LEG/BOX FRAMES �� J ROSOWSKI ' C� `I°l�S -•- Q . - �l.-;�L:�;i • _. .. VERTICAL SECTION B-B �, - - • �;�.���•�- �� � CERT OF AUTH.#29298 s �G ; '1/,� ' � 1070 TECHNOLOGY DRIVE ;, '� �' � ' a �� N.VENICE,FL 34275 _ �., v HR-5510 � NTS v 3 OF 4 0= FPA-5510.0 z z A.LYNN MILLER,P.E. � �94��-48�-�6�� P.E.A 58705 a ;�- EMBEDMEN7 -�+ � !_._�� EDGE J-CHANNEL -,."`�___._-..- ,.,,..- DISTANCE , FRAMESHOWN _ � Q _JT�-~"��_ --- SASHWIDTH �pGEDISTRNCE -+r-` �'- .� �-_._�a� � -L-•�• V j D� i � OPERABLE I �� r � � SASN [,L� �� � � 2NSTAlLATION { �_____f�� � ���� � THR4UGFiTHE i %� s Ia I I r � i O �'(� INTEGFtALfiN, Q� � � i j EMBEDMEN7 �„_.l INTO METAL I � �� _� F�X� Q � � � `_�.'y ' FIXED a�: - a( � , _ . , __ ______ i L,� �-��--� - I � (t o a L. 1NT�C3RAt J-CHANNEL �I I��_.;,� �- � ���� FIN I FRAME �p� �' EXTERIOR FRAME SMpWN � � SHOWN � `�. � BUCK 'f�' . -.._.._ -- BUCK WIDTH —^ �' HEIGHT ���OR \`` �J � 4PERABIE HC3R1ZORITA�SECTION C-C XQ. � sAsr+ � (OX&XOX SIMILAR) (� , O INS7ALLATION NOTES: , ' U -'�rj�� �)SEE SHEET i fOR SPACMG REQWREMENTS. 2}SEE TAB�E(S)ON SHEET 2 FOR AtJCHQRAGE ANO I SUBSTRATE ftE�UIREMENTS. �I 3)MA7(.SHIM THICKNESS TO BE t/4" N � � y� `-� 4)GIASS SHOWN IS FOR ILLUSTRATNE PURPC?SES � , 1 flXED 6N�Y ANO MAY DlFFER TO MEET DESIGhi ����-- ��TE REQUIREMEN7S. �� 5)FIN ANDItlR FLANGE MAY BE REMOVED TO CREATE .����� ❑�J'z� OTHER FRAME TYPES. 3 �'C.� �. � -I--- � ,_ - �..r_�_.__—I FIN I' � --1 FRAME ���� �-� = ._ - SHOWN EXTERIOR INTEGRAL O -_~ �`/^ - INSTA�IATlOt9 THROUGN �. �' '�'•j�, FIN u�.,,7� (, c� ��� � THEFRAME,WTOMETAL ���r \.�'��•� !�� , FRAME ��--�� ` EPGE DISTANCE (�pMB SHOWN,HEAD& . _ SttOWN ___... ------- __�_� ,. - ^� �i.��. Sl�l SIMiLAR} 7�'., -�; EMBEDMENT �'- - � VINYL HR WINDQW FPA(IMP-RESIST.) 0 12/13/14 = " ��`: '}�r� _ f� �-^"'-`-' - VERTICAL SECTION D-D Q J-CHANNE�&1NTEGRAt�FIN FRAMES�s? J ROSt7WSKI =i- tA c 'j a tS 1'i;. i'�-� , ��___ __�_ � :° �.. „`� . . > s� "C.�r. .Ci�� CERT OP AUTN.#29296 " ' ' ; "'y ';;p:l, � 1070 TECHNOLOGY dRIVE � ao , =,�j�-� `� N.VENICE,FL 34275 v u A.LYNN MILLER,P.E. {847)-480-1600 ; tiR-5510 � NTS r 4 QF 4 �z FPA-5510.0 M P.E.#58705 1070 Technology Dr. N.Venice,FL 34275 � � 7e1.941-480-1600 � pgtindustries,com Product Evaluation Report Date: June 9,2015 , Product Description: Horizontal Roller,Series 5510 FI rida Produ val�i• o ct Appro . �.saa Manufacturer: PGT Industries 2070 Technology Dr, North Venice,FL 34275 (941)486-0100 Statement of Compliance: The product listed in this evaluation report,meets the requirements of the Florida Product Approval Rule,b1G20-3.This product complies with the requirements of the 5th Edition of the Florida Building Code,2014. Technical Documentatwn: Elevation,anchorage/installat9on drawings and Test Reports: Drawing#: FPA-5510.0 Test Report(s): F7L-8133 FTL-8035 FTL-8040 FTL-8045 FTL-8050 fTL-8036 FTL-8041 FTL-8046 FTL-8051 F7L-8037 FTL-8042 FTL-8047 FTL-8d52 FTL-8438 F7L-8043 FTL-8048 FTL-8053 FTL-8034 FTL-8044 Fi'L-8049 FTL-8133 Instatlation: Units to be installed as per the attached insiallation drawings. Limits of Use: 1.Maximum Design Pressures and sizes to be as listed in the test report, ' unless attached dacumentation shows lower DP's or smalier sizes. 2.This product is Impact Resistant and does not requfre shutters in windborne debris regions. � 3.This product is not for use in the High Velocity Hurricane Zone�HVHZ}. ' Certification of Independence: A.Lynn Miller,P.E.is employed by PGT Industries,and therefore has a . , ; , , financial interest in"the company flr any company manufacturing or � • ' � � distributing products for which this report is being issued,but does not,nor _ ', ' • . -• • � will aquire a financial interest in any other entity involved in the approval • .- ' � � process of this product. �� . . � � - .. -�-,� . �t .. •- =- t� � .�`= '� � . 6 -. ,. � , ` :_. ,- . _ � A.•l'�n,n Miller P.E. y , P.E.#58705 FL Cert.of Auth.#Z9Z96 I I Document Tit�e: ooc No: FRM 69-43 �������������� tmpact Performance RevNo: 3 pa9e: � �: , K�YSTON� Certification � , C(RTIIICATONB.INC. ����"��T~Wµ� Authorization Re or# Requlred By� pR0 B1-03 CAR& Product ID Number: 190 - 289 Issue Date: Q1/08/2015 Revision Date: 01/08/2015 Expiration Date: 12/11/2018 Company Code: 190 This Certification Authorization RePort{CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review of the pr�duct quaiification documents for the product named below. This report is only valid when signed by an officer of KCI, and indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced standard and is eiigible for the application of Keystone Certification Program certifiication labels. Licensee stipufates in a�xing certification labels to products, that those products are represen#ative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product lnformation: PGT Industries Model: HR5510 PVC Impact Horizontal Slider 1070 Technology Dr. Operator Type: HS PO Box 1529 Config: EM/AI!/Clip, GS-5/16"Ann Lami iG Nokomis, FL 34274 Max Width: 7� Max Height: 72 Corresponding Structural CARs: 190-1046.0 Referenced Standard: Product Rating: ASTM E1886-05/E1996-12 Missile Level D, Wind Zone 4, DP=+/-50, 75x72 XO Qualifying Test Information: Test Report No: FTL-8036/8037/8038/8133 Test Report Expiration: 12/11/201$ Authorized Signature: Keystone Certifications, Inc. 564 Oid York Road, Suite 5 Etters, Pennsylvania 17319 • t � Phone: 717-932-8500 �- Fax: 717-932-8501 W W W.KEYSTO NECERTS.COM DocumeniTitle: DocNo: �RM B'I-43 �������� fmpact Performance RevNo: 3 Page: 1 a: � KEYSTON Certification CiA'TtP1CATON6.1NC� � -�-�� � � Authorization Re ort Required By; pR0 81-03 CAR & Product ID Number: 190 - 290 lssue Date: 01/08/2015 ' Revision Date: 09J20/2015 Expiration Date: 12/'19/2018 Company Code: 190 This Cer[ificatian Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review of the product qualification documents for the product named below. This report is only valid when signed by an o�cer of KCI, and indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced standard and is eiigible for the application of Keystone Certification Program certification labels. Licensee�stipulates in a�xing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The in€ormation in this repoR can be verified af www.keystonecerts.com. Licensee Information: Product Information: PGT Industries Model: HR5510 PVC Impact Horizontal Slider 1070 Technotogy Dr. Operator Type: HS , PO Box 1529 Config: EM/AII/Clip, GS-5/16"Ann Lami iG (Ann C p) Nokomis, FL 34274 Max Width: 75 Max Height: 63 Corresponding Structural CARs: 190-1074.0 Referenced Standard: Product Rating: ASTM E1886-05/E1996-92 Missile Level D, Wind Zone 4, DP=+/-60, 75x63 XO Qualifying Test Information; Test Report No: FTL-8040/8041/8042 Test Report Expiration: 12/11/2018 Authorized Signature: Keystone Certifications, lnc. 564 O!d York Road, Suite 5 Etters, Pennsylvania 17319 � Phone: 717-932-8500 � � - Fax: 717-932-8501 W1NW.KEYST'ONEG ER75.COM Document Tftle: Doc No: ��(� g^��3 ��-.����� lmpact Performance RevNo: �, ��$: � �: � �,.E,Y�TON� Certification ca�r„ownorra.�e+c_ ��Y�~�'"�����^����( Autharization Re ort Required By� pR0 81-03 CAR& Product (D Number: 190 - 291 Issue Date: 01108/2Q15 Revision Date: (�1/08/2415 Expi�ation Qate: 12111/20't8 Campany Cade: 190 This Certification Authorization Report{CAFZ) is issued by Keystane Certiflcations, Inc. {KGE}after fuil validatian review af the product qualification documents for the product named belaw. This report is onfy valid when signed by an officer of KCi, and indicates the producf as manufa�tured by the compar�y named below has beer� tested and meets the requirements of the referenced standard and is eligible for the applicatian of K�ystone Certification Program certification labels. Licensee stipulates in a�xing certification labels to praducts, that thoss products are representative of the specimen evaluatad and documented far cerkification au#horizatian. i�nly producfs bearing such a certifrcatipn latael shall be considered certified. The information in this report can be verified at www.keystonecerts.com. �icensee Infor'mation: Product Information: PGT lndustries Model: HR5510 PVC Impact Narizonta! Slider 1070 Technology Dr. C7peratar Type: HS Pt} Box 152� Config: EM/AII/Clip, GS-5/16"Ann Lami IG Nokomis, F�. 3�274 Max Width: 75 Max Height: g3 Corresponding Structural CARs: 19p-1047.0 Referenced Standard: Product Rating: ASTM E188�-05IE1996-12 Missile [�evel a, Wind Zone 4, DP=-�65/-70, 75x63 XO Qualifying Tes# infarmation: Test Repork No: �T�-8U4Q1804118042 Test Repart Expiration: 12/11/20'18 Authorized Signature: - Keys#one Certifica#ions, lnc. 564 Old York Road, Suite 5 �tters, Pennsylvania 1739 9 � Phane: 717-932-85U0 �(.......�.••••-• Fax: 717-932-8501 VJW W.KEYSTON EC ERTS.0 Cf M oocument TiUe: Doc No: FRM 81-43 �����✓����� Impact Performance aevNo: 3 Page: 1 a: , KEYSTOIy� Certification CIIpT�RICATIOMG.ING, ��l �� Authorization Re ort Re����ed ay: �Ro s�-as ' CAR & Product ID Number: 190 - 292 lssue Date: 01/08/2015 Revision Date: 01/08/2Q15 Expiration Date: 't2/1612018 Company Code: 190 This Certification Authorization Report{CAR} is issued by Keys#one Certifications, Inc. (KCI) after ful! validation review of the product qualification documents for the product named below. This report is only valid when signed by an officer of KCI, and indicates the product as manu#actured by the co►npany named below has been tes#ed and meets the requirements of the referenced standard and is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certifrcati�n label shall be considered certified. 7he information in this report can be verified at www.keystonecerts.com. Licensee lnformation: Product Information: PGT Indus#ries Model: HR5510 PVC Impac# Horizontaf Slider 1070 Technology Dr. Operator Type: HS PO Box 1529 Config: EM/AI{/Clip, GS-5/16"Ann Lami IG Nokomis, FL 34274 Max Width: 75 Max Height: 63 Corresponding S#ructural CARs: 190-1048.0 , Referenced Standard: Product Rating: � ASTM E1886-051E1996-'12 Missile Leve! D, Wind Zone 4, DP=+/-50, 75x63 XO ua ' i T n Q lify ng est I formation: Test Report No: FTL-8044/8045/8046 Test Report Expiration: 12/16/2018 Authorized Si nature: g Keystone Certifications, Inc. ' 564 Old York Road, Suite 5 Etters, Pennsylvania 17319 � Phone: 717-932-8500 � � • Fax: 717-932-8501 W W W.KEYSTONECER75.00 M , DocumentTitle: �ocNo: FRM B1-43 ����-�Y_�. Impact Performance aevNo: 3 Pa9e: � a: � K�YSTON� Certification cewnr�CnTloroo_�wac. �"'J Au#horization Re ort Required By: pR0 B1-03 CAR & Praduct ID Number: 190 - 295 issue Date: 01/13/2015 Revision Date: 01/93/2015 Expiration Date: 92/16/2018 Compa�y Cvde: 190 This Certification Authorization Report(CAR} is issued by Keystone Certifications, Inc. (ICCI) after full validation review of the product quaiification documents for the product named below. This repflrt is anly valid when signed by an officer of KCI, and indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced standard and is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: PGT fndustries Model: HR5510 PVC 1/4-1/2-1/4 Impact Horiz Slider 1070 Technology Dr. Operator Type: HS PO Box 1529 � Confrg: EM/Alf/Clip, GS-5/16"Ann Lami IG (3/16" nn Cap Nokomis, FL 34274 Max Width: 120 Max Height: 63 Corresponding Structural CARs: 190-1051.0 Referenced Standard: Product Rating: ASTM E1886-05/E1996-92 Missile Level D, Wind Zane 4, DP=+/-65, 120x63 XOX � Qualifying Test lnformation: Test Report No: FTL-8050 Test Report Expiration: 12/16/2018 Authorized Signature: Keystone Certifications, Inc. 564 Old York Road, Suite 5 - Etters, Pennsylvania 17319 ' �� Phone: 717-932-8500 Fax: 717-932-8501 W W W.KEYSTON ECERTS.0 O M Qocument Title: ooc No: FRM B1-43 • �.."'r_..,..�... Rev No: 3 pa9e: 1 or: 1 K�EYSTON Impact Performance ` CRi�Y1Y1CA7i4N8.INC� Certification .��Y��'���wF Authorization Re ort Required By: pR0 B1-03 � CAR & Product ID Number: 190 - 296 issue Date: 01/13/2095 Revision Date: 01/13/2015 Expiration Date: 12/16/2018 Company Code: 190 This Certification Authorization Report(CAR) is issued by Keystone Certifcations, Inc. {KCf) after fuf!validation review of the product qualification documents for the product named below. This report is only valid when signed by an officer of KCI, and indicates the product as manufactured by the company named belaw has been tested and meets the requirements of the referenced standard and is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certificatifln labeis to products, that those produc#s are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shal!be considered certified. The information in this report can be verified at www.keysionecerts.com. Licensee Information: Product Information: PGT Indus#ries Model: HR5510 PVC 1/4-'1/2-1/4 Impact Horiz Slider 1070 Technology Dr. Operator Type: HS PO Box 1529 Config: EM/AII/Clip, GS-5/16"Ann Lami IG Nokomis, FL 34274 Max Width: 120 Max Height: 63 Corresponding Structural CARs: 190-1052.0 Referenced Standard: Product Rating: ASTM E1886-05/E1996-12 Missile Level D, Wind Zone 4, DP=+65/-70, 120x63 XOX Quaiifying Test Information: Test Report No: FTL-8050 Test ReQort Expiration: 12/16l2018 Authorized Signature: Keystone Certifications, Inc. 564 O!d York Road, Suite 5 Etters, Pennsylvania 17319 � Phone: 717-932-8500 Fax: 717-932-8501 W W W.KEYSTO N EC ERTS.0 OM DocumentTit�e: oocNo: FRM 61-43 ����M�v� fmpact Performance RevNo: 3 �age: 1 a: , K�YSTO1�(� Certification CLH7IVIGAT�oNa.INC. � �"-�~ �= Authorization Re ort Required Sy pR0 81-03 CAR & Product ID Number: 190 - 297 issue Da#e: 01/13/2015 Revision Date: 01/13/2015 Expiration Date: 12/16/2018 Company Code: 190 This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. {iCCI)after full validation review of the product qualification documents for the product named below. This report is only valid when signed by an o�cer of KCI, and indicates the produc# as manufactured by the company named below has been tested and meets the requirements of the referenced standard and is eligible for the application of Keystone Certification Program certification labeis. Licensee stipulates in affixing certification labels to products, that #hose products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certiftcation iabel shal! be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: PG7 Industries Mode(: HR5510 PVC 1/4-1/2-1/4 Impact Horiz Slider 1070 Technology Dr. Operator Type: HS PO Box 1529 Config: EM/AII/Clip, GS-5/16"Ann Lami IG {Ann C p) Nokomis, �L 34274 Max Width: 120 � Max Height: g3 Corresponding Structural CARs: 190-1053.0 Referenced Standard: Product Rating: ASTM E1886-Q5/E1996-12 Missile Level D, Wind Zone 4, DP=+/-45, 120x63 XOX Qualifying Test Information: Test Report No: FTL-8052/8053 Test Report Expiration: 92/16/2018 Authorized Signature: Keystone Certifications, lnc. 564 Old York Road, Suite 5 Etters, Pennsylvania 'i 7319 , • � Phone: 717-932-8500 Fax: 717-932-8501 W W W.KtYSTO N ECERTS.0 OM bocunent Title: �oo Na: FRM 81-43 �������� Impact Performance Rev No: 4 ��: � �: , �,�YSTC>N,� �ertification GCR'F"lti�'lcw�p�Vl;.tliC. �_.-k.+� Q�.......,.Y 4Nwwwrr/ Authorization Report Required By: p�+0 Bl-03 CAR& Praduct ID Number: 190 - 298 Issue Date: 119312015 Revision pate: '1/22/2015 Expiration Date. 12l16/2098 Company Code: 190 This Certification Authorization Report(CAR) is issued by Keystone Cer'tifications, inc. (KCI} after full validatian review, ac�d is based on a standardized evaivatian of the prod�act cond�cted by an independent acered�ted Iaboratary in accardance with the specified referenced standard. Ach�al fienestration product performance may vary based an many factar�, including insta#lation, conditian of the walUroof substrate and the age of the product and installation egmponents. This report indicates the product is eligible iur the application of Keystone Certi�cation Pragram certification fabels. �icensee stipuiates irt affixing cert�cation labels ta producis,that ihase products are represen�ative af the specimen evaluated and documented for cert�catian authori�ation. Only products bearing such a certification label shall be cansidered certified. The inf�maation in this report can be verifled at wuvw.keystaneceris.eorn. L�censee Informatian; Pfoduct Information: PGT Industries Model: HR5514 PVC 3t4-1l2-1l41mpact Hr�riz Slic€er 1070 Technalogy Dr. PO Box 1529 Operator Type: HS Noicomis FL 34274 Confrg: EM/AIUCIip, GS-5116"'Ann [.ami tG Max Width: 120 Max Height: 63 CorrespQnding Structu�al CARs: 190-1454A Referenced Standard: Product Rating: A5TM E1886-05fE1996-12 Missile Level C3. Wind Zone�, DP-+1-5{�, 920x63 XQX Qualifying Test Infarmation: Test Report Na: �Tl.-$052/$053 Test Report Expira�ion: 12/76/2098 Authorized Signature: Keystone Certifications, Inc. Digitatly sigoed by Stevert M.Urich �64 Qld Yt�rk Road, S uite 5 �� �,� �;�, � pN:cn=5teven M.Urich,o=Keystone �ttgCS,, Pennsylvania 17319 !� Certifications,Inc.,ou, ema�E=surich@keystonecerts.com,c=tt5 PhOC18: 717 932-�350Q Date:2015.01.2210Z2:02-05�00� Fax: 717-932-$501 W W W.KEYSfONECERTS.COM = � . DocumentTrtle: DocNo: FRM B1-02 ��rr���������� Structural Performance �evNo: 6 Page: 1 0�: � K�YSTOIV� Certification CR�IT�F�GATON6.INC. r��J.._�""� �~ Y Authorization Re ort Requ�red By: pR0 B1-03 CAR & Product ID Number: 190 - 1046 lssue Date: 01/08/2015 Revision Date: 01/08/2015 Expiration Date: 12/11/2018 Licensae Code: 190 This Certification Authorization Report(CAR)is issued by Keystone Certifications, Inc. (KCt) after full validation review of the product specification documents for the product named below. This report is only valid when signed by an officer of KCI, and indicates the product as manufactured by the company named below has been #ested and meets the requirements of the referenced standard and is eligible for the application of Keystone Certification Program certification labels. The licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorizaUon. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product lnformation: PGT Industries Model Name: HR5510 PVC Impact Horizontal Slider X 1070 Technology Dr. Operator Type: HS PO Box 1529 Configuratian: EM/All, GS-5/'16"Ann Lami IG Nokomis, FL 34274 Max. Width: 75 Max. Height: 72 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/I.S.2/A440-11 C(ass LC-PGSQ 1905x1829 {75x72)-Type HS UVTP=9.75 Qualifying Test lnformation: Test Report No: FTL-8035 Test.Report Expiration: 12/'!1/2018 Authorized Signature: Keystone Certifications, Inc. 564 Old York Road, Suite 5 Etters, Pennsylvania 173'f9 . Phone: 717-932-8500 t�.L�.r,.�,,. Fax: 717-932-8504 www.keystonecerts.com oacument TiNe: Qoc Na: �R� B�_�2 ���_r_���� Structural Performance RevNo: � P�9e � �: � �,.EYSTC�IV,� CerEificaticn C3CR'�ti►'iCwTtOf4c.�sVC. �.� �������r Authorization Re ort Required By: p�0 81-p3 CAR & Product ID Number: 190 - 1U47 lssue Date: 01/08/2p15 Revisian Date: 0110812015 Expiration Date: 12/11/2018 Licensee Cade: 190 T'his Certification Auf#aorization Report(CAR}is issued by Keystone CerEificatians, Inc.{KCI)after fu(1 vaEidation review of fhe product specification documents for the praduct named below. This report is only valid when signed by an officer of KCt, and indicates ttte product as rrtanufactuced by the company named below has been tested and meets the requirements c�f the re€erenced standard and is eligible for the application of Keys#one Gertification Program ce�tification labels. The licensee stiputates in affixing certification labels to praducts, that #hose products are representatiwe of the specimen evaEuated and ciacumented far certification authorizafivn. ONy products bearing such a certification label shall be considered certified. The information in this report can be verified at �nrww.keystonece�s.com. Licensee Information: Praduct Informatian: PGT Industries Mode1 tVame: HR5510 PVC Impact Horizantal Siider X 1070 Technology Dr. Qperator Yype: #iS PO Box 1529 Configuration: EM/All, GS-5/16"Ann Lami IG Nakomis, FL 34274 Nlax. Width: 75 Max. Height: 63 Referenced S#andard. Product Rating: AAMA/WpMA/CSA 101/I.S.2/A44Q-11 Class LC-PG65 1905x1600 (75x63)-Type HS Neg DP=7 Qualifyi»g Test Enforrnation: Test Repoft No: FTL-�Q39 Test Report Expiratio�: 12/11/2018 Authorized Signature: Keystone Certifications, lnc. 564 C}td Yark Road,Suite 5 Etters, Pennsylvania 17319 Phone: 717-932-85Q0 a(�,���,� F�x:797-932-$5�1 ww�r.keystanecerts.com . r pocument 7itie: Doc No: FRM B1-02 -��°���l�l���= Structural Performance RevNo: 6 Pa9e= � �. � KEYSTON� Certification Ca r�rlCwT�oNa,�tuG. �"'� �� Authorization Re ort ' Required 9y: pR0 B1-03 CAR & Product ID Number: 190 - 1048 issue Date: 01/08/2015 Revision Date: 09/08/2015 Expiration Date: 12/16/2018 Licensee Cade: 190 This Certification Authorization Report(CAR) is issued by Keystone Certifications, lnc. (KCI)after full validation review of the product specification documents for the product named below. This report is only valid when signed by an officer of KCf, and indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced standard and is eligible for the application of Keystone Certification Program certification labels. The licensee stipulates in affixing certificafion labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shaii be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: PGT Industries Model Name: HR5510 PVC Impac# Horizontal Slider X 1070 Technology Dr. Operator Type: HS PO Box 9529 Configuration: EM/All, GS-5/16"Ann Lami !G Nokomis, FL 34274 Max. Width: 75 � Max. Height: fi3 Referenced Standard: Product Rating: AAMAIWDMA/CSA 101/I.S.2/A440-11 Class LC-PG50 1905x1600 (75x63}-Type HS WTP=9.75 Qualifying Test Information: Test Report No: FTL-8043 Test Report Expiration: 12/16/2018 Authorized Signature: � Keystone Certifications, Inc. 564 O!d York Road, Suite 5 Etters, Pennsylvania 17319 � Phone: 717-932-8500 ������ Fax: 717-932-8501 www.keystonecerts.com Document�tte: Doc No: FRM 81-02 ����`�`-�� Structura[ Performance RevNo: 6 Pa9e. � �►: � KEYSTOlV� Certification ccwr.t�owr�o..a.�wae. _.�v� �.___._� Authoriza#ion Re ort Required Sy: pR0 61-03 CAR& Product ID Number: 190 - 1051 issue Date: 01/12/2015 Revision Date: 01/92/2015 Expiration Date: 92/16/2018 Licensee Code: 190 , 1'his Cer#ification Authorization Report{CAR)is issued by Keystone Certifrcations, Ina (KCI)after full validation review of the product specification documents for the product named below. This report is oNy valid when signed by an o�cer of KCi, and indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced standard and is eligible for the application of Keystone Certification Program certification labels. The licensee stipulates in affixing certification labels to products, that those products are � representative of the specimen evaluated and documented for certification authorization. �nly products bearing such a certification label shall be considered certified. The information in this report can be verified at , www.keystonecerts.com. Licensee Infortnation: Product Information: PGT Industries Model Name: HR5810 PVC 1/4-1/2-114 Impact Horiz Slider XOX 1070 Technoiogy Dr. Operator Type: HS PO Box 1529 Configuration: EM/All, GS-5/16"Ann Lami IG Nokomis, FL 34274 Max. Wictth: 124 Max. Height: 63 � Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/I.S.2/A440-11 Class LC-PG65 3048x1600 (120x63)-Type HS Qualifying Test Information: Test Report No: FTL-8049 Test Report Expiration: 12/16/2098 Authorized Signature: Keystone Certifications, Inc. 564 Old York Road, Suite 5 E#ters, Pennsyivania 17319 , Phone: 717-932-850Q �,���_ Fax:717-932-8501 www.keystonecerts.com Docume�t Title: Doc No: FRM B1•02 .�,.��.v._.:.�. Rev No: Pa9e: oi: Structural Performance 6 � � � KE,YSTON� Certification CCRTtr�C ATlorwa.1Nc. ��`""`� � Authorization Re ort � Required By: PRO 61-03 CAR & Product ID Number: 190 - 1052 Issue Date: 01/12/2015 Revision Date: 01/12/2016 Expiration Date: 12/16/2018 Licensee Code: 190 This Certification Authorization Report(CAR)is issued by Keystone Certifications, Inc. (KCI}after full validation review of the product specification documents for the product named below. This report is only valid when signed by an officer of KCt, and indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced standard and is eligibfe for the application of Keystone Certification Program certification labels. The licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorizatian.Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Infiormation: Product Information: PGT Industries Model Name: HR5510 PVC 1/4-1/2-1/4 impact Horiz Slider XOX 1070 Technology Dr. Operator Type: HS PO Box 1529 Configuration: EM/All, GS-5/16"Ann Lami IG Nokomis, FL 34274 Max. Width: 120 Max. Height: 63 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/I.S.2/A440-11 Class LC-PG65 3Q48x1600{120x63)-Type HS Neg DP= 0 Qualifying Test Information: Test Report No: FTL-8049 Test Report Expiratian: 12/16/2018 Authorized Signature: Keystone Certifications, lnc. 564 Old York Road,Suite 5 Etters, Pennsylvania 97319 � Phone: 717-932-8500 L�.�_ Fax: 717-932-8501 www.keystonecerts.com Document 7'itle: Doc No: FRM 61-02 ���.�_-�. S#ructural Performance RevNo: � Page: .� o,: 1 K�YSTDIV� Certi#ication � CCRTNrICwTtoN6.INC_ ........�.�....M.-.,..: Authorization Re ort Required By: PRO B1-03 CAR 8� Product ID Number: 190 - 1053 Issue Date: 01/13/2015 Revision Date: 01/13/2015 Expiration Date: 12/16/2018 Licensee Code: 190 7his Certification Authorization Report(CAR)is issuec!by Keystone Certifications, Inc. (KCI) after full validation review of the product specification documents for the product named below. This report is only vatid when signed by an officer of KCI, and indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced standard and is eligible for the application of Keystone Certification Program certification labels. The licensee stipulates in affixing certification labels to products, that those products a�e representative of the specimen evaluated and documented for certification authorizafion. Only products bearing such a certification fabel shall be considered certified. The information in this report can be verified at www.keystonecerts.com. - Licensee Information: Product information: PGT Industries Model Name: HR5510 PVC 1/4-1/2-1/4 Impact Horiz Slider XOX 1070 Technology Dr. Operator Type: HS PO Box 1529 Configuration: EM/All, GS-5/16"Ann Lami IG Nokomis, FL 34274 Max. Width: 120 Max. Height: 63 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/1.S.2/A440-11 Class LC-PG45 3048x1600 (120x63}-Type HS WTP=9.7 ' Qualifying Test Information: Test Report No: FTL-8051 7est Report Expiration: 12/'l6/2018 , Autho�ized Signatu�e: Keystone Certi#ications, Inc. 564 Old York Road,Suite 5 Etters,Pennsylvania 17319 � Phone: 717-932-8500 t�,[���� Fax: 717-932-85�1 �I www.k eysto n ece rts.co m Document Ti9e: Doc No: FRM B1-02 ���`��"�} Structurai Performance RevNo: 6 pa8e� � a: , KE,YSTC)N� Certification Cawr�ric_w»or�a,wc. �y��'� � Authorization Re ort Required By pR0 81-03 CAR & Product ID Number: 190 - 1054 ' issue Date: 04/13/2095 � Revision Date: 01/13/2015 I Expiration Date: 12/46/2018 Licensee Code: 190 This Certification Authorization Report{CAR)is issued by Keystone Certifications, Inc. (KCI}after fulf validation review of the product specification documents for the product named below. This report is only valid when signed by an officer of KCI, and indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced standard and is eligible for the applicatian of Keystone Certification Program certification labels. The licensee stipulates in affixing certification labels to products, that those products are representative of the spec+men evaluated and documented for certification authorization. Only products bearing such a certification label shal! be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: PGT Industries Model Name: HR5510 PVC 1/4-1/2-9/4 Impact Horiz Slider XOX 1070 Technology Dr. Operator Type: HS PO Box 1529 Con�guration: EM/All, GS-5/16"Ann Lami IG Nokomis, FL 34274 Max. Width: 120 Max. Height: 63 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/I.S.2/A440-11 Class LC-PG50 3048x1600 (120x63}-Type HS WTP=9.7 Qualifying Test Information: Test Report No: FTL-8051 Test Report Expiration: 12/16/2018 Authorized Signature: Keystone Certifications, Inc. 564 Old York Road, Suite 5 Etters, Fennsyivania 17319 � Phone: 717-932-8500 t�,`��� Fax: 717-932-8501 www.keystonecerts.com Document Title: Doc No: FRM B'I-OZ ��-��A�. Structurat Performance RevNo: 6 ��"'1 °�� 1 KE,YSTON�, Certification C6RTIYIGwTIqN4.INC. � � �� Authorization Re ort Required By: PRO Bi-03 CAR & Product ID Number: 190 - 1074 Issue Date: 01/20I2015 Revision Date: 01/20/2015 Expiratian Date: 12/11/2018 Licensee Code: 190 This Certification Authorization Report{CAR)is issued by Keystone Certifications, Inc. (KCI)after full validation review of the product specifrcation cfocuments for the product named below. This report is only valid when signed by an offic:er of KCI, and indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced standard and is eligible for the application of Keystone Certification Program certification labels. 1'he licensee stipulates in affixing cer#ification labels to products, that those produc#s are � representative of the specimen evaluated and documented for certification authorization.Only products bearing such a certification iabel shaH be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee In#ormation: Product Information: PGT Industries Model Name: HR5510 PVC Impact Horizontal Slider X � 1070 Technalogy Dr. Operator Type: HS PO Box 1529 Configuration: EM/All, GS-5/16"Ann Lami iG Nokomis, FL 34274 , Max. Width: 75 , Max. Height: 63 Referenced Standard: Product Rating: AAMA/WDMA/CSA 109/I.S.2/A440-11 Class LC-PG60 1905x1600 (75x63)-Type HS Qualifying Test Information: Test Report No: FTL-8039 Test Report Expiration: 12/11/2018 Authorized Signature: Keystone Certifications, Inc. 564 Old York Road, Suite 5 Etters, Pennsylvania 17319 � Phone: 717-932-8800 L.��,� Fax:717-932-8501 www.keystonecerts.com 1 1l20/2017 Florida Building Code Online �. -_, � @��-��, � o .o ` 9 9 e @ ' a a 8 , BCIS Home I Log In I User Registration � Hot Topics � Submit Surcharge I Stats&FacLs I Publications FBC S[aff �r BCIS Site Map � Links ; Search , Flonda ���vvv .., � �� '� �Product Approval .,�' ��' USER:Public User . �`��'�aia4�r,axus Produd Aoorovai Menu>Product or Aopiiw[ion Search>Aooliwtion List>Appliwtion Detail 4:: _ • - FL# FL15215-R4 15215 11 Application Type Revision Code Version 2014 Application Status Approved Comments Archived i7 Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 ' scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior poors Subcategory Swinging Exterior poor Assemblies Compliance Flethod Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer `� Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contrect Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. � Validation Checklist- Hardcopy Received Certificate of Independence R15215 R4 COI Certificate of Indeoendence.odf Referenced Standard and Year(of Standard) Standard Year 101/I.S.2 1997 AAMA/W DMA/CSA101/I.S.2/A440 2005 ASTM E1886 200� ASTM E1886 2005 ASTM E1996 2002 ASTM E1996 2005 ASTM E1996 2006 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqv3yWKJZ1QRIwKCEEkjBqAYUyY4mjky2zDL6Kr2mRM3Q%3d%3d 1/5 1/20/2017 Florida Building Code Online • ASTM E1996 2009 ASTM E330 � 2002 TAS 201, 202, 203 1994 � Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D . Date Submitted O1/28/2016 . Date Validated 02/02/2016 Date Pending FBC Approval 02/08/2016 Date Approved 04/12/2016 Summary of Products Go to Page � `� � Page 1/2� � FL# Model,Number or Mame ;Description 15215.1 a Onelite Series Fiberglass Door �6'8"Non-Impact" Flush Glazed Fberglass Single Door- ;Inswing/Outswing (X- Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5215 R4 II INST 15215.1.odf Approved for use outside HVHZ:Yes Verified By• Lyndon F. Schmidt, P E. 43409 Impact Resistant: No ; Created by Independent Third Party• Yes Design Pressure: N/A 'Evaluation Reports Other:See INST 15215.1 for Design Pressure Ratings, any , FL15215 R4 AE EVAL 15215.1.odf additional use limitations, installation instructions and i Created by Independent Third Party: Yes product particulars. 15215.2 b. Onelite Series Fberglass Door �6'8 "Non-Impact" Flush Glazed Fiberglass Single Door with i Sidelite- Inswing/Outswing (OX or XO- Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15215 R4 II INST 15215.2.pdf Approved for use outside HVHZ:Yes ! Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party• Yes Design Pressure: N/A Evaluation Reports Other:See INST 15215.2 for Design Pressure Ratings, any , FL15215 R4 AE EVAL 15215.2.pdf additional use limitations, installation instructions and j Created by Independent Third Party: Yes product particulars. � 15215.3 c. Onelite Series Fiberglass Door �6'8"Non-Impact" Flush Glazed Fiberglass Single Door with ;Sidelites-Inswing/Outswing (OXO-Configuretion) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15215 R4 II INST 15215.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A ;Evaluation Reports Other:See INST 15215.3 for Design Pressure Ratings, any ' FL15215 R4 AE EVAL 15215.3.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15215.4 d. Onelite Series Fiberglass Door ;6'8"Non-ImpacY' Flush Glazed Fberglass Double Door- I Inswing/Outswing (XX-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No j FL15215 R4 II INST 15215.4.odf Approved for use outside HVHZ:Yes I Verified By• Lyndon F Schmidt, P.E. 43409 Impact Resistant: No � Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15215.4 for Design Pressure Ratings, any , FL15215 R4 AE EVAL 15215.4.odf additional use limitations, installation instructions and i Created by Independent Third Party: Yes product particulars. 15215.5 e. Onelite Series Fiberglass Door �6'8"Non-Impact" Flush Glazed Flberglass Double Door with (Sidelites-Inswing/Outswing (OXXO-Configuration) Limits of Use �Installation Instructions Approved for use in HVHZ: No i FL15Z15 R4 II INST 15215.S.pdf http:l/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqv3yWKJZ1QRIwKCEEkjBqAYUyY4mjky2zDL6Kr2mRM3Q%3d%3d ?J5 1/20/2017 Florida Building Code Online Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 • Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports '' Other:See INST 15215.5 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15215.5.odf additional use limitations, installation instructions and Created by Independent Third Party. Yes , product particulars. 15215.6 f. Onelite Series Fiberglass Door �8'0"Non-Impact" Flush Glazed Fberglass Single Door- i Inswing/Outswing (X-Configuretion) Limits of Use Installation Instructions I Approved for use in HVHZ: No FL15215 R4 II INST 15215.6.odf , Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A ,Evaluation Reports Other:See INST 15215.6 for Design Pressure Ratings, any i FL15215 R4 AE EVAL 15215.6.odf additional use limitations, installation instructions and Created by Independent Third Party• Yes product particulars. 15215.7 g. Onelite Series Fberglass Door 8'0 "Non-Impact" Flush Glazed Fberglass Single Door with Sidelite-Inswing/Outswing (OX or XO-Configurations) Limits of Use Instaliatian Instructions Approved for use in HVHZ: No f FL15215 R4 II INST 15215.7.odf Approved for use outside HVHZ:Yes E Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15215.7 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15215.7.odf additional use limitations, installation instructions and Created by IndependentThird Party: Yes product particulars. 15215.8 h. Onelite Series Fberglass Door 8'0"Non-Impact" Flush Glazed Fiberglass Single Door with Sidelites-Inswing/Outswing (OXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15215 R4 II INST 15215.8.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P E. 43409 Impact Resistant: No ! Created by Independent Third Party. Yes Design Pressure: N/A 'Evaluation Reports Other: See INST 15215.8 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15215.8.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15215.9 i. Onelite Series Fiberglass Door 8'0"Non-Impact" Flush Glazed Rberglass Double Door- Inswing/Outswing(XX-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15215 R4 II INST 15215.9.�df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15215.9 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15215.9.odf additional use limitations, installation instructions and Created by Independent Third Party• Yes product particulars. 15215.10 j. Onelite Series Fiberglass Door �8'0 "Non-Impact" Flush Glazed Fiberglass Double Door with �Sidelites- Inswing/Outswing (OXXO-Configuration) Limits of Use Instatlation Instructions Approved for use in HVHZ: No FL15215 R4 II INST 15215.SO.odf Approved for use outside HVHZ:Yes Verified By. Lyndon F Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A �Evaluatian Reports Other: See INST 15215.10 for Design Pressure Ratings, any � FL15215 R4 AE EVAL 15215.10.odf additional use limitations, installation instructions and ' Created by Independent Third Party• Yes product particulars. 15215.11 k. Onelite Series Flberglass Door 6'8"ImpacY' Flush Glazed Fberglass Single Door- Inswing/Outswing (X- Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15215 R4 II Inst 15215.il.qdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15215.11 for Design Pressure Ratings, any , FL15215 R4 AE EVAL 15215.11.pdf additional use limitations, installation instructions and Created by Independent Third Party. Yes product particulars. 15215.12 I. Onelite Series Fiberglass Door 6'8"ImpacY' Flush Glazed Fberglass Single Door with Sidelite - Inswing/Outswing (OX or XO-Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15215 R4 II INST 15215.12.qdf http://www.fl ori dabui I di ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD qv3yWKJZ1 QRIwKC EEkj BqAYUyY4mj ky�D L6Kr2m RM 3Q%3d%3d 3/5 1l20/2017 Florida Building Code Online , Approved for use outside HVHZ:Yes � Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant:Yes � Created by Independent Third Party• Yes ' . Design Pressure: N/A 'Evaluation Reports Other:See INST 15215.12 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15215 12 odf • additional use limitations, installation instructions and Created by Independent Third Party. Yes product particulars. 15Z15.13 m Onelite Series Fberglass Door 6'8"ImpacY' Flush Giazed Fberglass Single Door with Sidelites -Inswing/Outswing (OXO-Configuration) Limits of Use �Installation Instructions Approved for use in HVHZ: No FL15215 R4 II INST 15215 13 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A �Evaluation Reports Other:See INST 15215.13 for Design Pressure Ratings, any � FL15215 R4 AE EVAL 15215.13.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15215.14 n. Onelite Series Fiberglass Door �6'8"Impact" Flush Glazed Fberglass Double Door- �Inswing/Outswing (XX- Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15215 R4 II Inst 15215.14.odf Approved for use outside HVHZ:Yes , Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes ; Created by Independent Third Party: Yes Design Pressure: N/A j Evaluation Reports Other:See INST 15215.14 for Design Pressure Ratings, any � FL15215 R4 AE EVAL ISZ15.14.�df additional use limitations, installation instructions and i Created by Independent Third Party: Yes product particulars. i 15215.15 0. Onelite Series Flberglass Door 6'8"ImpacY' Flush Glazed Fiberglass Double Door with Sidelites-Inswing/Outswing (OXXO-Configuration) Limits of Use Installation Instructions Approved foruse in HVHZ: No FL15215 R4 II Inst 15215.i5.odf Approved for use outside HVHZ:Yes Verified By. Lyndon F. Schmidt, P E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A �Evaluation Reports Other:See INST 15215.15 for Design Pressure Ratin s an i FL15215 R4 AE EVAL 15215.15. df 9 , Y ; o additional use limitations, installation instructions and , Created by Independent Third Party. Yes product particulars. , 15215.16 p. Onelite Series Fiberglass Door i 8'0 "ImpacY' Flush Glazed Fberglass Single Door- �Inswing/Outswing (X-Configuration) Limits of Use ,Installation Instructions Approved for use in HVHZ: No � FL15215 R4 II Inst 15215.16.odf Approved for use outside HVHZ:Yes � Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes ! Created by Independent Third Party: Yes Design Pressure: N/A �Evaluation Reports Other:See INST 15215.16 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15215.16.odf additional use limitations, installation instructions and Created by Independent Third Party• Yes product particulars. 15215.17 q. Onelite Series Fiberglass Door 8'0"ImpacY' Flush Glazed Fiberglass Single Door with Sidelite -Inswing/Outswing (OX or XO-Configuretions) Limits of Use ,Installation Instructions Approved for use in HVHZ: No j FL15215 R4 II Inst 15215.17.odf Approved for use outside HVHZ:Yes � Verified By• Lyndon F. Schmidt, P E. 43409 Impact Resistant:Yes Created by Independent Third Party Yes Design Pressure: N/A i Evaluation Reports Other:See INST 15215.17 for Design Pressure Ratings, any , FL15215 R4 AE EVAL 15215.17.odf additional use limitations, installation instructions and Created by Independent Third Party. Yes �i product particulars. 15215.18 r. Onelite Series Fiberglass Door (8'0"Impact" Flush Glazed Fiberglass Single Door with �Sidelites-Inswing/Outswing (OXO-Configuretion) � Limits of Use k Installation Instructions Approved for use in HVHZ: No FL15Z15 R4 II Inst 15215.18.odf '� Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt, P.E. 43409 'i Impact Resistant:Yes Created by Independent Third Party. Yes Design Pressure: N/A Evaluation Reports Other:See INST 15215.18 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15215.18.odf additional use limitations, installation instructions and Created by Independent Third Party. Yes product particulars. 15215.19 s. Onelite Series Fberglass Door j 8'0 "ImpacY' Flush Glazed Fberglass Double Door- ;Inswing/Outswing (XX-Configuration) Limits of Use ;Installation Instructions Approved for use in HVHZ: No � FL15215 R4 II Inst 15215.19.�df http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqv3yWKJZ1 QRIwKCEEkj BqAYUyY4mj ky�DL6Kr2m RM3Q%3d%3d M5 1/20/2017 Florida Building Code Online Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P E. 43409 . Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports � Other: See INST 15215.19 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15Z15.19.odf additional use limitations, installation instructions and Created by Independent Third Party• Yes product particulars. 15215.20 t. Onelite Series Fberglass Door �8'0"Impact" Flush Glazed Fberglass Double Door with Sidelites-Inswing/Outswing (OXXO-Configuration) Limits of Use Installation Instructions , I Approved for use in HVHZ: No FL15215 R4 II Inst 15215.20.odf I Approved for use outside HVHZ:Yes � Verified By: Lyndon F. Schmidt, P E. 43409 � Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15215.20 for Design Pressure Ratings, any FL15215 R4 AE EVAL 15215.20.odf additional use limitations, installation instructions and Created by IndependentThird Party: Yes product particulars. Go to Page � � � Page 1/2'Y� � Back tdext Contad Us 2601 Biair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriqht 2007-2013 State of Florida. Privacv Statement: Accessibilitv Statement Refund Statement Under Florida Iaw,email addresses are public records.If you do not want your e-matl address released in response[o a public-records request,do not send electronic mail to this entity.Instead,mn[act the office by phone or by traditional 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 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public 2cord.If you do no[wish to supply a personal address,piease pmvide[he Department wi[h an email address which can be made available to the public.To detertnine if you are a licensee under Chapter 455,F.S.,piease click here Product Approval Accepts: � � eClieci � Gretiit Card � Safe � . �, 'dabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqv3yWKJZ1QRIwKCEEkjBqAYUyY4mjky�DL6Kr2mRM3Q%3d%3d 5/5 ��.., . .�`�•�� �c ,V,�. �•`o�, �i��.� � ' p � � � � � 'g'�• � o,3-Z M .�: , 1 � _�•� � i� �:e_:�� S2OD W. CEIVTURY BLVD. �I+-375 RAMEWIDTHALL �� Z �;�y`���^ i � '���� �''•.....• (�Ciy�� >>°M rn LOS ANGELES, CN 90045 ,,�� ��P `��� Z a�a ��r,�i i►i�� �N o Z � a c� oz`S g E� ommo N nNa �dta / �� LL'a mdam �fVELITE SERlES z 3 ;i/ � o �W � FLUSFf GL�4ZED FI�ERGLASS DOOR Z = � �'�°� � IIdSWINPG/ O(17SV6/Id�G � � Z~ � � �z ,7MPACT" _ _ °� ��' W W VO � � Y Z� OZ LL � O /\ K� } 4� ¢ � Qg m �� GENERAL NOTES o � � a m ,'�'�, w w ` ¢ce � 1. This product has been evaluated and is in compliance with the Sth Edition(2014) � ? � 0 4 y Florida euiiding Code(FBC)structural requirements exciuding the"High Velocily � � o � �W Hurricane Zone"(HVHZJ. $ g� / a � a 2. Product anchors shall be as listed and spaced as shown on details.Anchor � � ��/ }a m embedment to base material shall be beyond wail dressing or stucco. V � 3. When used in areas requidng wind bome debris protectian this product compGes with m �3 Section 16D9.1.2 of the FBC and does not require an impact resistant covering.This �+J S product meets missile Ievel"D"and includes�nd Zone 4 as defined in ASTM E1996 y� N ,; and Section 1609.1.2.2 of the FBC. o� o G WZ � � 4. For 2x stud framing construction,anchoring of these units shall be fhe same as that N� � - shown for 2x buck mosonry construction. o c� " �w ° 5. Site conditions that deviate from the details of ihis drawing require further engineering o� � analysis by a licensed engineer or registered archifiect. �m ? ° 7ABLE OF CONiEMS N M�' �` � N N¢ � a SHEET# DESCRIPIION _... ... . ..:... . ... ... :. , .. ... ._ ...... _ _ ., �N� � = .... _ - _ _ � `o . = •;:-;- '--_'_`'.'OVERALC-;-"_-_.`-OVERALL_,�.:_=:`',>- " DES/GMPRESSURE PSF' � 1 Typical elevafion.design pressures,&general notes -':,:-- -'}-':= ..��-�_. - :--:, -._. -- : . ...'�,�,q$S.-:..;._.. _ „_ �-�_. ). z � : SW(NG= ':-''=' ':_FRA'ME�.__: r:�.:'R,L;O.:,;.,;:.._:. ;._ _ - . _......_. ::."-•r. :-:..: � z 2 Doorpanel details .. . ..,. :... . typE: N�z z • :, ._ : . ' DIMENSION.� = 'DtMENS10N' ' i:'' = POSITNE NFGATIV�,_- o a 3 Honzontal cross sections _. . ... _ ._. ._ ..._ _. _ . oare 02/75/12 z w 4 Vertical cross sections INSWING 37.50"x 82.00" 26.25"x 65.93�� +50.0 -50.0 �' N.7.S. � - -�-___ _ 5 Buck and frame anchoring-2X buck masonry construction G 1 DWG.BY: ��{ m "'--�-- -Frarpe anchoring-iX buck masonry construction 3 - OUTSWING 37.50"x 80.50" 26.25"x 65.93" +50.0 -50.0 cwc.ar: LFS iaterials,glazing detail 8,components oRnmNc r+o. p FL-15215.11 N 0 °8�'i^^^roY/�dA4 s��r i oF•� e R1ClienulPlastpro,Inc PERMANEN'I�florida Product Approvals\fi-15215K-Drewings\CurrenhFL-15215.11-.20dwg,2.1 79.25'MA)(.DOOR PANEL HEIGHT �65.43"MAX.D.LO.HEIGHT� 4 O o �- A IQ � W ^ a N Y o ``�' ��� p� o N N � X �O� a '� _ m � 0 N �cNi� V �3 v� � v H N . � C Q � �� N OO � �L .`;� �� G� =0 3 ^� .a�. ,., .. n� � _ n^ 0 I I ---�I 1.13" � a ^--I 1.13" F-- ^� � � m � .-o .-o z O � � � N N a p �1.59" I � a'�'^ � Z w T � J � A � � � � � m � o�. � � �1.59"� a� �+-159,�.J� cn � , l � x °x �� I I O '9 A � tJ : IZ' Z � � �Z N � 3m � m 3� � �1.T5'� N N � Z N m m O P � � n . ' . P 9 r N , T Q � � � .�+ Z � � ,``��\llllilf///�'/ �� F,SCKM �� `�.���;:•�VcEuus�o,��'�'i. i� No.43409 � ��*: � :lti yZZ.!(���� n yo PRODUCT: ooeumenm Pnparod By:� � � � .'� � ry. PLASTPRO lNC. Lyndon F. schmidt ����•�� ���p•'������ � � " o �IBERGLASS DOOR P.E No. 43409 ��jsS/�������(���� I � � � K fVAL � IN Cn o \ �n ����11111111��\ � o N '- r y � 2 04/22/75 UPDATE i0 STH ED. (2014) FBC JK pART OR ASSEMBLY: l� BUILDING CONSULTANTS, INC. I � � � cn 7 2/27 i3 REVISEO GLAZING DE�RIL RW ���'�P.O. Box 230, Valrioo, FL.33595 � -' N � rv NO DATE BY DOOR PANEL DETAILS phone No.: 873.659.9797 REVISIONS FBPE c.n. No. set3 �zo i z a.w.euaon+o cor+su�raura Ma. � R1Chents\Plastpro,Inc PERMANENT�Florida ProductAoprovals�Fl-15215�C-Drawings\Current�FL-15215.11-.20.dvrg,3.1 I �.'� I a�A I -G� 'O Z � ^ 0 6 ° e o � p e�, � 6 0 s e ^ � v w-• ��Z �---� o0 o�O 0 � �°m O a � 1 z V I a�^ 3 A � 1 �.�y �,n,-,o r�y � V � ��y N T N f1 � Z X Z � m rn � � � � �+-. V Co ' Q� ia W � `\� X � "� A.A. v � �� �W N 4� W W W N � Z m m A � ww � � Z y x T 3 i(7 � O �N � A �' �O xz � c A v � v r" o �� 'O o w n� � n-O N Q02 N v+ m� o c O o �'�n-,o rr� C) �_ Q�A V �Zcn � m A ��Q � y� 0 �� i�Z � _1 z a �Z ti af � a � , .n � < ° �� � m v <_a m Oy �� � ° � ° 4 a ° m [1 � W O � Z p� p � o v A � e P.. � I > � o � ° � " � ov n, • ' > , ° o �` ��`���,SCaI���i A �` ��� 'Os''�// `\` �,:�vCi���'.I' �� �� � i =? / � No.43409 ' G�'/��_*';• * :* Yzz.i..r=„'�� :�i T � � x � � � PRODUCT. Dowmantn Prooared �'i � � '- � PLASTPRO INC. Lyndon F. Sehmidt �����' ����' ' ��� .. I � " ` � n�i FIBERGLASS DOOR P.e. No, a3ao9 ��i SS/��""����G�� � W Cn o o N r y N 2 04/22/75 UPDATE i0 STH EQ. 2014 F8C JK /� '/'�O�Aa•t�``\\ � � PARi OR ASSEAIBLY: �K BUILDING CONSULTANTS, INC. Iv � � X �n � � 2 2� 13 RtVISEO GCAZING DETAIL BRW ���� P.O. Box 230, Volrlco, FL 33595 N NO DATE HORlZONTAL CROSS SECTIONS �phona No.; 973.859.9197 � REVISIONS FBPE CA. No. 9813 • �2072 R.W.BIIILOING CONHLJLTANT9INC, R:\ClientslPiastpro,Inc PERMANEN�florida Product Approvals\FI-15215�C-�rawings\Curfent\F1-15215.11-20.dwg,4.1 m , � � v � A m m A n o0 a w ° � 0 a� � � � ° .'o A �A � a o�� ° o �� o � � � v � ��'� < C1 � q �j�� n � 7(7 p.O f7 a m� v a 3� O VJ a �y NJ N 3.v1 4 f� � � Z �n Z o � m � m 2 '� a " O Z O V � �° 70 �7 , �a � o td N a 0 0 � a a ° � w 0.15" � , C'SINK d ° ' m (TYP.) � r p 1-1/4"MIN. EMB.(TYP.) W W m W A > m da W � �. v � rn A A o . � a p T � D �rb A a ` 7+�. o v f a �� y X 1� AA v r W � �Q n rn C "� C N 6 �m 'a O FN .� , � m > �- , n c� � r >� O z o -, Z am ° � o° P , A e �m ° v V c y o . e. 'Z Z e ° ° o � � � � o� � n rn 1-1/4"MIN. EMB.�TYP.) ������SCN+��O �. �•` F. „M�.T'�, ��• �,;.•'VCENBF• ��` , : � No.434D9 ' �Z2./r=�""— * :'k' in F � yo PRODUCT: DoeumaMa Proparotl ey:���, . �` � � �' � .i ' �6F�D1�,� \�� ra � � � � „� PLAS7PR0 INC. Lynaon F. sohmldt � �� � N FlBERGLASS OOOR P.E. No. 43409 �/��'t,l'�O�A��G�� r i I�' .cn o Z\ , m ���111�1��� o N � 2 4 22 15 UPDA7E TO STH ED. (2074) FBC JK p,q�'OR ASSEMBLY: /r BUILDING CONSULTANTS, INC. I'� � r � �\ 1 2 27 13 REVISED Gl.AZING DETfJL RW J�'�P.O. Box 230, Valrico, FL•33595 v —' � x � r.� NO DATE gy VERTICAL CROSS SECT10N5 phona No.: e73.s5s.s1s7 REVISIONS PBPE CA. No. 98�3 �2p73 R.W.BUI�DIN�CON9l1LTANTH INC. � . • < . 4 4.5' �J``Q�,` ' *•- �j��.•`�� m ' � � ' � � � � ' � � ' ��.4i O (•W i M . � � � =a.4Y o��-� =U:u�7 `� * f:Q�z�� _ � . . �N•o o V•�` rn ;� z �t O� o m � �— � e i V'•. • G• pj` �t N r� . D `r . � � ��i���'��'••-..:.-•• �``,/y�� N>°M m TYP.HFAD � � ������i�i i�i�� c°�N�z° &JAMBS h IYP.HEAD& � g a z o Z v MASONRY "�' MASONRY _ �AMBS ���y o z� 9 0 �w OPENING � OPENING ^ � � �� ,: c �� �a� ��. �� E o° Z a U u c 4i � —O �V � .�''n: _ � � �O — FRAME � N z � ❑ . � � VO ZV � O� 2X BUCK ,�`? zo Zo �v�i 'r w c' 2XBUCK b �s m ��- �� �Z _ — — sw N �-o � am a Z� a � o ¢ � U �Y y . . a � mm - a �a m / a V v ` . ` � a ° ° � . • � e • � a _ y^ ° �a � BUCKANCHORING STRIKEJAMB FR,4MEANCNORING HINGEJAMB yo Z G Masonry 2X buck consfruction W c, � z CONCRElE ANGHOR NOTES: �'�` �i — 1.Concrefe anchor locations at fhe comers may be adjusted to mainfain fhe min. �� � " edge distance to morfar joinh. F w ° 2.Concrefe anchor locations noted as"MAX.ON CENiER"musf be adjusted to o N 4 mainfain the min.edge distance to mortar jointr,oddiNonai concrete anchors Z8 9 7� _ ; may be required fo ensure}he'MAX.ON CENTER"dimension are not exceeded. 0 3. Concrete anchor tabfe: a _..............:...... ... . q :. jG�N N 1�I— Q = ANCHq'R., A'NGH.OR':,. , `M1N:.' ;, 70'C �1 " ��� 'm � :: 'SIZE. ' MA$ONRY�:'�70�'ADJAC N7'E. � 7KRE �MBEDMENT`.:. ',- : 11 o z . _... _.:.._ .....:..,�... ..:..EDGE.a:.�.....: ......ANCHOR.:..: \ N.. U � TAP ON� �/4�� 1-1/4" 2•• 4" 0 � � ,�,� onte:02/15/12 0 � �.� scuc: N.T.S. � a ELCO / �� owc.er: JK m' ` ULTRACON� ��4" 1-1/4" 1" 4" a� cHK.ev: LFS 3 a WOOD SCREW INS7ALLA710IJ NO7ES. ORAWING N0. � — 1.Maintain a minimum 5/8"edge disfonce,1"end d(sfance,&1"o.c.spacing of (AiCH S DEADBOiT DE7AIL NINGE DETAIL N wood screws to prevenf the spliHing of wood. FL—7 5215.7 7 ry vSHEEf S OF ] � i ``````�,, � ,,/�,' . , ,, .�. ��� .��., � 4.S' `��`•� �:�~z� , ' • Qa.. � � �� wV'� v �C ��Q:-�r. � "�•:? z �'a�:� oo; �y� U Of� ' � W I���r ..... ~ J Omm A e � W /�'/ .•�•\,``` 7>I'7 � p ,������f1r*�i►��� o��z e' tl N•• � I � � s 9 Z O Z(.�j .1 qS0 jm CW b TYP.HEAD 8� �� t,�i P m� a°�� "h'' MASONftY _ JAMBS 1�� g c o m a u. OPENING � `'' E o Z � y�-- o c�i � 2� a �a "'c? x � �O DO ❑ . FRAME — � H 9 ZQ x� �i �� �� �� � �" ,. � �� Sw v��i Za � 1XBUCK �� am � ao w � �� � � �� a H �� � Q � a a ��Or0 HINGE DEl'Af1 � � m ti i � ' � � �� a ' 3 ' •'tly a � Na �� II1 Q p Z � FRAMEANCHORING NINGEJAMB W z p S7R(KE JAMB � MasonrylXbuckconstrvction 28 �� � � ' CONCRFTEANCHC}R NGYfFS: n " T.Concrete ancharlocations at fhe corners moy be odjus}ed to maintain tMe min. p C' a N o edge distance to mortar joints. ¢ 2.Concrete anchorlocafions nofed as'MAX.C7N CEN'tER"musf be adJus#ed fa �� Z maintain fhe min.edge distancQ fo morfar joinfs,addifionat concrete anchors �� a may be requ'ved to ensurp the"MAX.ON CENiER"dfinension are not exceeded. � G �N¢ � 3.Concrefe anchoe toble; a�� � o e :� ._._................:.....................:..._.._y..,y;..,...:r'.'��t� � • . i.'MtN:" r::`:.. ... MlN:GIEARA1dGE. F A;NGHOR:::4NCH.OR;.- . . : ...:�..:.::. EM$fDMEM'. r z TYPE"' S[ZE.....::.:..:....::.:: .........:..::.....� 7O NCHOR r:.�. on�p 15{7 A, :;GtEARANGE s.' s .. .. 'MA$C1NRY' : •�: : ...... 2 2 w ?ERGE'.....:�.:�;-.: .. Z :......::...::........:................ � j,� Zn �n tA7CN 8 DEAUBOtY DETAiL scv.c: N.T. . TAPCON� tj4,� 1•iJ4" flwc.er: JK m d cHK.ev: LFS 3 � 7APGUN� 3(16" t.t�q^ 3" �`�/2n DRANiNG NQ � WOOD SCREN/INSTALtAT10N NOTES: FL—I 52�5.F t a � 1.Mafnta(n a minimum 5/8"edge distance,1"end d(sfance,8.i"a.c.spacing of sx�r 6 or 7 " wood screvrs io preveht ihe spGtfing of wood. � U � .. ``��.�`�� � +��'�. 81LL OF MAiER1ALS 4.56" � ����'�. '�'��y� � ITEM DESCRIPTION MATERIAL ��— —� ��;t� o �, n A iX BUCKSG>=0.55 WOOD � _Z; � o,J:Z M B 2X BUCK SG>=0.55 _ WOOD � �N.�7 z � �;�� -"°�' C 1/A"MAX.SHIM SPACE - -- ��.'•. ;'y���_�M D 1/4"X 2-3/4"PFH ELCO OR ITW CONCREfE SCREW 57EEL '. ��'••. . �t�,�.�� �e��o E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI C O N C R E T E ��2''����2•�3�—� '����/� -�C� • ���`��� Z o ro 6 301 OR HOLLOW BLOCK CONFORMING TO ASTM C9Q ���rr i i iN�, $N o z G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL �a o c� x z 4 HEAD&SIDE Z � H 3/16"x 3-1/4"PFH ITW CONCREfE SCREW STEEL 20 Jamb N a r o 9°�c w J 1/4"X 3-3/4"PFH ITW CONCREfE SCREW STEEL \ a N n �°.°c m a maaLL K #9 X 2-1/2"PFH WOOD SCREW STEEL v � � � L #10 X 2-1/2"PFH WOOD SCREW STEEL -5.63"----I E o z M #9 X 2-i/4"PFH WOOD SCREW STEEL � 4.56"--{� x �.'� � 7 Q-LON 650 WEATHER STRIP SCHLEGEI FOAM I o �a 9 4"X 4"BUTf HINGE STEEL � �, 10 NOT USED - � �o Z � N� i l #9 X 3/4"PFH WOOD SCREW STEEL — � S z 17 KWIKSEfKEYEDENTRY-SIGNATURESERIES STEEL —T zo yo 18 KWIKSEfDEADBOLT-SIGNATURESERIES�780 STEEL I o�n ¢� �1 ADJUSTABiE INSWING THRESHOLD �1 ADJUSfABLE INSWING THRESNOLD ��n J �� 20 FINGER JOINTED PINE FRAME,HEAD 8�HINGE JAMBS WOOD U �5 m � 21 POLYFlBER JAMB COMP./VINYL g W N �� m 27 LATCH STRIKE PIATE STEEL a� a o� 28 DEADBOLT STRIKE PLATE STEEL �"i l o �o 30 WEATHER-STOP 3647 HOLM INDUSTRIES VINYL 4 68„. _ N {--4.$6"� � o � m 31 OUTSWING BUMP THRESHOLD ALUM./WOOD � � a a 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD � � Y 3 r " 34 INSWING ADJUSiABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD � � �`�m � 38 GLAZING SPACER ALUM. � �- � � � 39 GLAZING BEAD PVC L � � = 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEEf FOR CONSTRUCTION DEfAILS - � � �2•�"� " 41 DOORSKIN(MIN.0.075'THICK) FIBERGLASS �a o �1 OUTSWfNG BUMP THRESHO[D HfAD&SiDE y � 42 TOP RAIL CELLULAR PVC 2i PoNiiber]amb o 0 0 43 LATCH 8�HINGE SiILE CELLULAR PVC w Z v, 44 LOCK REINFaRCEMEM WOOD �N �i � 45 BOTfOM RAIL CELLULAR PVC 39 0� r� i"NOM. 46 POL YUREf H A NE F OA M POLYUREfHANE w w o .S'GLASS GLASS THK. ¢N a 47 CONTINUOUS LATCH&HINGE S71LE REINFORCEMENT WOOD eITE � 49 GLAZING COMPOUND DOW 995 SILfCONE 1/8"TEMPERED 4� ? � P �—GLASS '9'_' � a AIR SPACE N N¢ � � \ O � ° �1/8"ANNEALEDGLASS �N i z 0.090"DUPONT BUTACITE PVB `"�z r°� z a OATE Q2 tl �5 �2 � 49 38 1/8"ANNEALED GLASS �E; / � n�.r.s. � � owc.av: JK m' & G� G[AZING DETAIL � ��'�NO LFS � � FL-15215.7 1 a - SHEEf 7 OF.] N i - - � K n � � .„ <y;`, ' , � . ' R .� R W Buildirig,Consultants, Inc. , • B Consulting.and E�igineering Services far ttie:Buildingindustcy _ � P.O.Boz 330 Valrico;FL 33595 Phonc 813.659.919T Florida Boatd of Professioi�al Engin��crs Cenificate of Auil�orization No.98t3 i � � � � � � I Product Sub Gategory Manufacturer Product Name � Category Piastpro Inc. � Onelite SeNes Swinging Exterior 52QO W.Century Bfvil: Ftush Gtazed F(berglass Daor Doors �erfor poo� Assem6Ues Los Angetes,CA InswtnglOutswing� . Phone 440.969.97T3, "im cY' Scope: Product Evaluation report issued by'R W Building Consuftanfs,tnc.&Lyndon F.Schmidt,P:E.(Sysiem ID#1998)for . Plastpro Inc..,based on Rule Chapter No.�61 G20-3,Method 1 D of tfie State of Florida Pioduct Approval,DePafinent of Business�Professional.Regulation, RW Building.Consuitants and l.yndan F..Schmidt,P,E.do not haye nor wiil acquire financial interest.in the company manufacturing ordistributtng the praiud or in any other entity invalved in the-approval.process of the�produd named herein. LiroitaUons: 1: This product has been evaluated and is-in compi►ance�with the.5th Edition(2014)Florida Building Code(FBC)structural requirements exciuding the"Fiigh Velocity Hu�ricane Zone"(HVNZ). 2. Product anchors.shat!6e.as listed•and.spaced.as shawn on details:Anchor embedrtient•to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris�protection,this�product complies with=Section 1609.1.2 of the FBC and does ndt �equi�e an impact.resistant covering.This.prorluct.meets missile level"D"'and indudes.Wind Zane 4 as defined in ASTM'E1996 and Section 1609.1.2.2 of4he FBC. 4. For 2x stud ftaming construction,anchoring of ttiese unfts shalt be the same as that shown for 2x buck masonry construction: 5:.Site contlitions'that deviate fram the.details of drawing FL-15215.11 require further engineering:analysis by a licensed erigineer or. registered architect. 6. See-drawing FL-15215.14 for size and design pressure limitatians. Supporiing.Documents: 1. Test.Report No., Test Standard Testina Laboiatonr Siqned bq CTLA 924 W TAS 201,202,203-94 Cert�ed Testing.Lab. Ramesh Patel;,P..E TEL 01030175 AAMA�WDR�A/CSA101lI.S.21A440-05 Testing,Evaluation Lab.,lnc Lyndori F.Schmidt,P.E: TEL 2U04 07-13-016 ASTM E330-02 and E1886l1996-02 Testing Evaluation Lab.,lnc Wendellllll.Haney,P.E. TEL 01030175-IC ASTM E1886/1996-05 Testing Evaluatibn La6.,lnc Lyndon f.Schmidt,P:E. 2. Miami-Dade N4A Materials Testinn 13-0129:27 Dupont Butacite PVB Interlayer 3. Drawin4 No. Prepared bv Sipned 8 5ealed bv No.FL-15215.11 RW Build'mg Cansuftants,Inc.(CA#9813) ���°L?����`°��Aa Lyndon'F.Schmidt,.P.E. 4. .Galculations Preaared Bv ��'$J �'a=4°�#g�����`�no Siqned&Sealeii bv Anchorin RW.Buildin Consuftants, Inc. CA#9813. :y �"��6:`�'"'`��.'����°� �'�� g g ( ) � e,� .�, _, Lyndon F.5chmidt,P.E: Buck Ancharing RW Building Consultants, Inc. (GA#9813),�.' �� }�;, �u,��;� �a� �;Lyndon F.Schmidt,P.E. 5. Qualitv Assurance � ` � `� °� Gertificate of"Participation issued by National Accreditation and � ' "` a�«� ., �-,�,v Management Institute,certifying:that.Plastpro lnc.is manufacturing a-;�; ��:%�:, �;^_ „a'a;y ' roduct"s within a ual' assurance ro ram.that com lies with `°��"'�° � "`'` P 4 �Y P 9 P �;,�°-.� ,�,, ���.. - 150fIEC;17020 and Guide.53. '���,���4 4;�:1;�i'"s n� ,�:w°���;i, , ,t �.� ���y `v�;"v����.�r`.b��;,t";,��' LyndonF.Schmidt„P:E.. `�`Ud,>;,��u`.��.,µ,r,�a•��' FL PE No.43409. 4/27/201.5 Sheet 1 of 1 1/2�/2017 Florida Building Code Online �� � � .��• :, � ' {�� r : • � 0 Y � o 0 1 I ��'"'��� BCIS Home � Log In I User Registration ( Ho[Topia l Submit Surcharge I Stats&FacLs � Publications I FBC Staff � BCIS Site Map � Links I Search � Florida � �;��i T� Product Approval � g USER: Public User Z��6 qak-Vux���.� Product Aooroval Menu>Produc[or Aoplication Search>Aoolication List>Appliwtion Detail a•• FL# FL15419-R2 15419.1 � Application Type Revision Code Version 2014 Application Status Approved Comments Archived C� Product Manufacturer RSL, Inc. Address/Phone/Email 3092 English Creek Ave Egg Harbor Township, NJ 08234 (609) 645-3368 kkav@rslinc.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior poors Subcategory Exterior poor Components Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurence Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By Ryan]. King, P.E. L��-� Validation Checklist- Hardcopy Received Certificate of Independence FL15419 R2 COI Certificate of Indeoendence aa.pdf Referenced Standard and Year (of Standard) Standard Year ASTM E1300 2004 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqtep%2bDhVRQZHLJSWK3BUY1MxOGKEekLJiPsLdokhZLXGw%3d%3d 1/3 1/20/2017 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/22/2016 Date Validated 08/22/2016 , Date Pending FBC Approval 08/25/2016 Date Approved 10/13/2016 Summa of Products FL# Model,Number or Name Description 15419.1 a. Hurricane Impact Doorglass "Hurricane Impact Doorglass"with Snap Lock Extruded PVC Frame Assembly for Glazing Up To a 3'0 x 8'0 Door Panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL15419 R2 II INST 15419.1.odf , Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15419.1 for Design Pressure Ratings, any FL15419 R2 AE EVAL 15419.1.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. ' 15419.2 b. Hurricane Impact Doorglass "Hurricane Impact Doorglass"with Snap Lock Extruded PVC Frame Assembly for Glazing Up To a 3'0 x 8'0 Door Panel Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15419 R2 II INST 15419.2.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15419.2 for Design Pressure Ratings, any FL15419 R2 AE EVAL 15419.2.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15419.3 c. "Injection Molded Frame" "Injection Molded Frame" Light Kit Series with non-Impact , Door Glass Assembly for Glazing Up to a 3'0 x 8'0 Door Panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL15419 R2 II INST 15419.3.�df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 I Impact Resistant: No Created by Independent Third Party. Yes Design Pressure: N/A Evaluation Reports Other: See INST 15419.3 for Design Pressure Ratings, any FL15419 R2 AE EVAL 15419.3.odf ' additional use limitations, installation instructions and Created by Independent Third Party: Yes , product particulars. 15419 4 d. "Extruded Vinyl Frame" "Extruded Vinyl Frame" Light Kit Series with non-Impact Door Glass Assembly for Glazing Up to a 3'0 x 8'0 Door Panel , Limits of Use Installation Instructions , Approved for use in HVHZ: No FL15419 R2 II INST 15419.4.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15419.4 for Design Pressure Ratings, any FL15419 R2 AE EVAL 15419.4.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. Back Next I Contact Us 2601 61air Stone Road Tallahassee FL 32399 Phone:850-487-1824 � The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida. :: Privacv Statement::Accessibilitv S[atement Refund Statement Under Florida law,email addresses are publlc records.If you do not want your e-mail address released in response to a public-records reques[,do not send electronfc mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any ques[ions,please contact 850.487 1395.*Pursuant to Section 455.275(1),Florida Statutes,effective Odober 1,2012,licensees licensed under Chap[er 455,F.S.must provide[he Department with an emall address if they have one.The emails provided may be used for official communication with the Iicensee.However email addresses are public record.If you do not wish to supply a , personal address,please provide the Department with an emall address which can be made avaiiable to the public.To determine if you are a Itcensee under Chapter 455,F.S.,please click here. Product ApprovalAccepts: ��b.� � `_'�hec � http:/Mrww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtep%2bDhVRQZH LJSW K36UY1 MxOGKEekLJi PsLdokhZLXGw%3d%3d 2/3 1/20/2017 Florida Building Code Online Credit Card • , . Safe app_dtl.aspx?param=wGEVXQwtDqtep%2bDhVRQZH W SW K3BUY1 MxOGKEekLJ i PsLdokhZLXGw%3d%3d 3/3 .�`���`` * �����i �.���C. ��J''.� � , a�'� '•.�� � !� � � ����q� � p'�J U�'1 I N C. ��a Z n =N':� Z * �'�o;��� o� i�'. :�(/>`�� ��Oi M u�lit b --,,>����.... ..... �g,�� N o�� � Y*.�y.Y�-� >> m D�iCS'1,Y�11 ��,,,,! '*P1`�•� o n°0 z° UN •: u 35.75'MAX. �p o �FRAME WIDTH� �� E� z m m� \ �I � to 9 �W e N� �o=a Hurricane Impact Doorglass FRAME WIDTH o v � E oZ �a� PVC DOORGLASS ASSEMBLY � � , o �a � COMPONENT APPROVAL p %�� �o rrIMPACT" �Z � i ~ ��' = W ��/ W Z p� 2 � H � w �� J Q� � �J �� GENERAL NOTES = v w w� W V" a N -�41 -: 1. This product has been evaluated and Is in compliance�+rith the Sih Edition(2014)Florida Building � ¢ r � � �� � Code(FBC)structural requirements excluding the High Velocity Hurticane Zone(HVHZ�. � V � � � �w .. �� � � � �' 2. When used in areas requiring wind bome debris protection,ihis product complies with Section � � a a a 9 1609.1.2 of ihe FBC and does not re quire an im pact resistanf coverin g.This product meets missile ,r, P level"D"and includes�nd Zone 4 os defined in ASTM E 1996 and Secfion 1609.1.22 of the FBC. � �! N p�. ��m 3. This product is approved for use as a substitute doorglass assembly in conjunction with a glozed ^ sieel or fiberglass side hinged swing door and/or faed sidelite possessing a comparable current �� � � Florida Statewide product approvai. /�� //� " t i i i f°` � 4. The design pressure�DP)rating shall be ihe lesser of 1he DP rating shown on sheet 1 of ihis �* �' approval or the DP rating shown in the glazed steel or fiberglass side hinged swing door or faed �N � � sfdelite approval being used. � Z � 5. The door panel and Ilte openfng size shall not exceed the saes shown in this approval or the �W � � � � giazed steel or fiberglass side hinged swing door orfuced sidefite approval being used. z� � p 6. The accompanying door approval shall be a glazed door praduci meeting ihe following SWING DOOR OR SWING DOOR OR "�o � � SIDELITE SYSTEM SIDELITE SYSTEM _ minimum requirements: UNDER SEPARATE w¢ UNDER SEPARATE o c SINGLE GLAZED FlBERGLASS DOOR: APPROVAL APPROVAL Q� Z a A. 1-3/4"mfnimum panel ihickness. �n,� ,� � ..� $ g, Fberglass face sheet:0.086"min.ihickness C.Foam Core(FBC Approved):Polyurethane(min.2.O Ibs./cu.ff) W � N�p � °D o m �—'�ciNGLE GIAZED STEEL DOOR: _ ----^nnel ihickness. : ,�. .,,- -_..,. . �... . . . ., N"z a° -- ss " � ' ' ' 'DESlGN 1?RESSURE'PS ,:; ._ ; ,�,�:-r s.-�. . (:..�. DbOR TYPE;.;G1::4ZING'' .`. .'-= = �.. . ��: 4 10 12 i �dj6.1o'6u1 �thane(min.2.O Ibs./cu.R� ,= - _ - �. ,. . ._-. ... _..... PII�QE�JIJO�•MM iPOSlTIVE 'NEGATIVE�. scu� N.LS. ° _,.. ... nq//.d�y = . .�.., , .. .. -. ._ - owc.er: ' DFCONTENTS FIBERGLASS G1/G2 +60.0 -60.0 cxK.er. LFS 3 ign pressures&general notes ow�x�Nc No.. p detail&bill of materials STEEL G 1/G2 +60.0 -60.0 " FL-15419.1 0 sH�r 1 SF 2 Q s .�`���` * ����i • 1/7'GLASS BITE `����,t � . -• .. �jta��i. � 1-1/4"OVERALL � �Q•'� I� ��j1� � THK.GLASS 4 23.50"MAX.LIGHT =_'� � �.�=��n 7 EXTERIOR FRAME WIDTH -U: * - �, 1/8"ANNEALED GLASS 20.50"MAX. %�y� � ��y��� °o�M 0.090"SAFLEX�PVB INTERLAYER � D.L.O.WIDTH cr"i�- '�� �'•. 5��� j o�m 1/B"ANNEALED GLASS "� 23 RAMME WID HHT ''''���//l l*IQi 1���`` o°n 10 z 1 ---�- � U N •: AIR SPACE ° 20.50"MAX. a: E� i m°m° 1/8"TEMPERED GLASS � D.L.O.WIDTH � \ �a N� 9 a L m 5 INTERIOR � v� � � m d a� 2 0 � 3 � � ; �Z 6 d =w � y o° ..ri d G� GLAZING DETAfL � o � 1/7' � �_ _ � � GLASS BRE �� O ti F o 1-1/4"OVERALL 4 '�,= o �� Q� b � �m THK.GLASS O � y� � �_ �= z w� � �w �� �� J O¢ 1/8"ANNEALED GLASS m ^ �� �� a� � a o m 6 �" � � � �z 0.090"SAFLEX�PV8 INTERLAYER 1/8"ANNEALED GLASS (TYP J 6 o I � o � „� AIR SPACE �TMP') a a � 1/8"TEMPERED GLASS Y Y} ��m INTERCEPT/GED(OJ5'Tin Plated Steel) #6 x 7'PH SMS � � MOISTURE ADSORBING DESICCANT 2�� p^ � � HOT MELT BUTYL(H.B.FULLER� 2 3 �TYP.)� � (nP•)—�I � � v^ GLAZING DETAIL J N � G2 FRAME FOR 8'-0"DOOR PANEL FRAME FOR 6'�"DOOR PANEL o� p � O.BS'� N � 0.16" � Sso 0.2T' - ,Z-y� � 1.71" �o � � 0 0.13" �F 1.65" � � � 0 0.06" �¢ 0.91" 0 0.1" F o 0.08" o a ° a 0.06" 0.63" o � } R021 '� z ti ' i� -I- BILL OF MATERIALS � _ � °��' `� '� ITEM MATERIAL �N a ; � _ d naofn o 0 `o. � � o o� 0.05' o o � ' a "'• I o p,�6^ r- 1 EXTERIOR DOOR LIGHT FRAME BY ROYAL MOULDINGS PVC �'* _ , s ^ o a ��•�b"—'� � 2 INTERIOR DOOR LIGHT FRAME BY ROYAL MOULDINGS PVC N.-Z �°, ^' `' N � o��b�� 3 SCREWCOVER BYROYALMOULDINGS PVC ��; 4 ���12 Z � I--0.06"o � � � 4 HOT BUTYL SEALANT ADCO " scvE N.T.S. ° � o � 0 0.45' S 1/2"NON-GROOVE SWIGGLE W/DELCHEM#80 POLYSULFIDE 1/8"BACKFILL - m 0 0.5' �0.86"-� �'� � � 6 #10 X 1-3/4"PH SM$ STEEL CHK.BY: L S 3 s 7 DOW 995 STRUCTURAL SEALANT SILICONE DRAWING NO.. � � � EXTERIOR DOOR LITE FRAME �11NTERIOR DOOR LIiE FRAME_ 3 SCREW COVER m n (0604075) (060407-4J (060407-6� FL-15419.1 0 � SHEEf Z OF '2 � 6 z . ' R W R W Building Consultants, Inc. � � BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 ' Florida Boazd of Professional Engineers Certificate of Authori7ation No.9813 I � / / i / / � � . � � � � Product Sub Category Manufacturer Product Name Category RSL,Inc. Hurricane Impact Doorglass Exte�ior Exterior poor 3092 English Creek Avenue PVC Door Glass Assembly Doors Components Egg HarborTownship,NJ 08234 ComponentApproval Phone-609.645.3368 "ImpacY' Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt, P.E. (System ID#1998)for RSL, Inc., based on Rule Chapter No.61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business& Professional Regulation. RW Building Consultants and Lyndon F. Schmidt,P.E.do not have norwill acquire financial interest in the company � manufacturing or distributing the product or in any other entity involved in the approval process of the product.named herein. Limitafions: 1. This product has been evaluated and is in compliance with the 5th Edition(2014) Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone". 2. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.12.2 of the FBC. 3. This product is approved for use as a substitute doorglass assembly in conjunction with a glazed steel or fiberglass side hinged swing door and/or fixed sidelite possessing a comparable current Florida Statewide product approval. 4. The design pressure(DP)rating shall be the lesser of the DP rating shown on sheet 1 of drawing FL-15419.1 or the DP rating shown in the glazed steel or fiberglass side hinged swing door or fixed sidelites approval being used. 5. The door panel and lite opening size shall not exceed the sizes shown in this approval or the glazed steel or fiberglass side hinged swing door or fixed sidelite approval being.used. , 6. The accompanying door approval shall be a glazed door product meeting the minimum requirements as shown in drawing FL-15419.1. 7. See drawing FL-15419.1 for size and design pressure limitations. 5upporting Documenfs: - 1. Test Reaort No. Test Standard Testinca Laboratorv Siqned bv TEL 01650057 ASTM E 330-02&ASTM E 1886/1996-02 Testing Evaluation Lab.,lnc. V.K.Wright TEL 01651617 ASTM E 330-02&ASTM E 1886-05/1996-06 Testing Evaluation Lab.,lnc. V.K.Wright • 2. Drawinq No. ; Prepared�bv Signed&Sealed bv No. FL-15419.1 , RW Building Consultants, Inc.(CA#9813) , Lyndon F.Schmidt, P.E. aaesac�eaB 3. Qualitv Assurance e�m°�� �C�+��/pB�Aos oe �•�,.....d, 1} i Certificate of Participation issued by National Accreditation and o oa, K 1' ♦ Management Institute,certifying that RSL,lnc.is manufacturing products ���0 �'�,��`NSc��°•o ���s within a Guality assurance program that complies with ISO/IEC�7020 and � ;' �yo 434Q9 ', : Guide 53. �sk; �•� � � • : v = : n ' — o-Qe �+T/� •� T �� s �71f1�E OF � • i��. � : � ��i��� �c O Fi��oP�C? o� ����i�Sa�OiV�`.e�����, � do 0o yn n F.Schmidt,P.E. FL PE No.43409 8/22/2016 Sheet 1 of 1