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HomeMy WebLinkAbout15-16418 CITY OF ZEPHYRHILLS . 5335-8TH STREET (si3)�so-oozo 1 1 8 BUILDING PERMIT PERMIT INFORMATION - LOCATION INFORMATION Permit Number: 16418 Address: 5629 PROSPER CT � 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: SUNSET ESTATES Est. Value: Parcel Number: 12-26-21-0310-00000-0770 Improv. Cost: 10,797.00 OWNER INFORMATION Date Issued: 7/02/2015 Name: LAMB, BOBBY GENE & GLORIA Total Fees: 135.00 Address: 5629 PROSPER CT Amount Paid: 135.00 ZEPHYRHILLS, FL. 33542 Date Paid: 7/02/2015 Phone: (813)597-4267 Work Desc: REPLACE 8 WINDOWS S/S - CONTRACTOR S APPLICATION FEES EATHER TITE WINDOWS BUILDING FEE 135.00 � ✓ , - _ 2 � ` � S� I � �l �� Ins ections Re uired � OOTER 2 D ROUGH PL MB ISC 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. i CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra inspection trips are necessary due to any one of the following reasons: a)wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g)work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your properly. 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 performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFO C.O. C� C�C�� �' RACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER i __ - . 1!d!!1!!llll I!1!I!l!I!!!l!1 lllll Illl!11111l1!!l II!!I I!I!llll ' 2Q'(�Q9��vD3 Ro�t: 169Q640 Ree: 10.00 D5: 0.00 IT: 0.00 06/1'�/2015 eRecardinc� Parmit Number ..... ., ....... . .. Parcel ID Nurnber ,. .�2"�fv �2 x-O,�l a�oo,Q�o.a..-:4�. D PAU�.A S.d'hlEtL,Fh.Q PASCO CCERK�CdhAPTRQIGEft NOT�CE t�F CO� IVIE��iEME �T 06J17J2015 os:zo �•i i ot i St�te oi Florida nR sx '���� aec 6,'�� County ni {��t�Go THE UNpERSIGNED hereby gfves notice Ehat improvements w�l be made ta certain rea's property,and fn accordance wilh Section 7'�3.13 of the Florida Ststutes,tha Snllawing iniormati�n Is provided 4n thls NOTICE OF GOM�ENCEMENT. 1.DescrfptlOfl of properh►(te�8f de�r,tlpflortl: .. f�-?�i-Z 1',03 t tr-oaa o o.—o�?c7 .. a}Street�fok}Address: ,�'�,�'P .....,f+�o..5�.?E��,...Cr ..�E.PG-�.Y�f.?�/LGSr FC.. 33.�S�z 2.Generei descripiia�of improvementa> ��C�,G�. `�I�f`_„ � �!12�- W�f'tC�t�� ... .. ..... .. . . . . ..................._.............�.....�............_.,.......,....-- -....................._.................,..._. ..... ........v.... ... . 3.Owner Infartnatton or Less�e lnfarmaflon If the Lessee confraGled for the improvem�nt: a}lJeme and address: �d(313Y��A,�'+F3 r'�°Z 9.,. PROSr°�2 CT .7,�",r�,�y�2N��CS. FL..335yZ ... .. ._......................_ ........... .., ,...w..,....�.,.._..... :...... - h}fi3ama and addcess a€fee slmple tt�ehotder{�dlii�erent Ehan Ow�ier Ilsted abovs} ......... .------ ....w,_..,_._..,. ............ .....,,,:... .. ...___.... c)�ntereat in property: _.�L�.�rL._.._..,,...._....,.,,,..�._.... ...:;.......v,.,.,.... ........:..... .. ... ........ ...:., .:......:._.... .,.. ..._.........:.. ...... - 4.Cantracfo€�Infortn��lan a)Name and addrasss (1„�'A.��1Gl��'�:!�-W�2��:�d:ll�l W!�...�p�WY1�.°�:...�����P:a-�- .��.�'..�,..t>� b}Telephane No.: ��.���=�-'�,�...,,.�,.�.._.._.uw�,..............:... Fax No.:{ap�onaE) .$��.°.��?�..'.��3� .,.. .,. :..,. --- ... .. ..... 5.8urety(�f app�cable,a copy bf tl�a payment bond is aftachady a)Name and address: ��A... ...__.._.......... ........................ ._. ......_...,........ .......�...:._ ....... .......... .,. ........ ......__............._._.._._ ..._...�.. b}Telephone No.: ....................._..---_.....�..._..,....._.....�....,___.........,.._....._....... ....... ...........,.___.. ......... ... .............. ..._....._..�.. . ...._ .._.._..... c)Amountof8ond: #..,.. ._ ._ ......... ......... .....m. .. ..... ._ ... _ 8.Lender t a)Name and eddress: . N ,�.,p.......__........ ..... .................... ....,.. ............_.�..._.__._......�__...n_r . , b}Tetephone Na.; � ...---_........................_-----....-------.........._._.__,..........�._........._.._......_.._.. .. ._.......... ......................... ..,_....,_.._....... .:._............. 7.Paraons wtthin the Stete of Florida designated by Oxmer upon whom natices or ofher documents may be served as provided tiy Section ���"`� 793.13{1}(a}7.,F1ar�da Statutes: �)Name and address: . :.._ ... ,...-.. ._......r. .......... ............_.... � � ....._....., H... . ... ..... .. .. ... .... .... . .. _._. .,....n... ... b}Telephane No.: Fax No.:(ap�ional) .....�............,,.,,�.......,....._......_............._......, ..... . .,........ ....... ... ,._. ...... 8,a.in add�ion to fiimseN ar hersalf,Qwner dest�nafea .. �i ...... . . ... ..�... . to�ecelve a copy of the Lfenor's No6ce as provided in Sectlon 713.13{1)(b),Floride S�a�tes• �, b�Phone Numbar ot Person or entity dssignated by Or�vner: _..... .........�../'� .:„w...:.,.,...r.,..:...... ........ ............:.. .... .::.. ...._ 9.Expiraqan dat�of notice of commencemeM tthe expiration date may not be before the completlon af construr�on and final payment to the cor�ractor<but wiit be 1+,�ear�ror�the data o�recard!►u�uniess a dlfferent date Is sp c�ed�._._.__..........................._.,....................__ :�20...----...._....,. :^WARNlNG TO 0{NN�R: ANY PAYMEte1TS MADE BY THE 0{IYNER AFYER�THE EXPIRATIQN OF THE NOTICE OF COMM�NCEMENIT AR� i C4�1StQERED IMPROPER PAYMENTS tf�iRER C�'TER 7'!3,PARt 1,SECTlON 713,13,F40RIDA STATUTES,AN[1 CAN f2�SULT IN YOUR ; � P,4YIFiG Ti+V10E FOR iMPROVEMEN7S TO YOUR PltdPERTI.A FIOTICE OF�t}NIMENCEM�NT MUST BE EtfCqRDED AND POSTED QN ; ; THE J09 SITE BEFORE 7HE FIRST INSPEC710N. IF YOU INTENi}TO OBTAIN FINANCING, CON8UL1' WITW YOUR LENDER OR AN ; � ATTQRt�EY B�F4RE C�Ml�ENCiNti W4RK 4�t R�CORDING YOUR N4'EiGE QF CtlMMENCEMENT. ,,. .. .......�.___.............._---..._..............,........_........_....__.........._................--..........__........,.._.._........__.... ,....,.-....w........--.-... - -�-.. ... Under penaltj�ot per�ury,I declare ihat I�have read the foregaing nottce of commencement and that the facts sfafed therein are true fa fi�e best of my knowledge d balisf. .�� ' �.. ��'��.�'�'`�..�,�,.�`:°r�"cc �,�^e�^��^"'�5`��,.-...... .... . . . ��. ��i�����.`�,i'.�:�.� ..... ....... .... . ......... ...... ' .......:. ..... ....... . .. ...,_...... ., . .. . .. (Slgnature of R�+s!al�Lessee;or Owrier"s or Lessee s�(Authuruad O�issilDiredodparinadManager) (Pnrt Na e vide sia�aroys nuel�ca) The foregoin i��men#was acknowfed ed before me th9s . day of 20 � T� 9 , 9 ,., � .�,.AY....... _.... .t.�.:. ... bY .fj(1.��`7 ..�.R!!"?�.: 8S ..pG�J.�31E�lL... (�YPe oi 8uihority,e.g,o�icerr,Wstee.attomey in fact) _... .... . for , �v--: . ,as G"'o„✓��[.4 cTO , . .. !.1.t�.�. .T.�2 Z.y"�.�.t-�. _��!S ---.. . .2. ... .. ._ . (Name ot Pacson) {typa of sttthonty,...s.9.oifcCer,fmstee;attomey�n fect} tor aDL3,C�i y �!i M c3 (name of pariy on behal!of whom�vstrument was executed;, . .., ..... ..,. . Fersartaf:y Knawn Q Ptoduced ID Type of ED j�L�-- , Nofary Signature ���""�"� - P�int name P tE ,;��::�i sPENCERKASS - ' � w. ��' fl.dY�C�f33S:�'�f tFF�t3?Q74 � :��:;�,:- �kFj=;,?;S:.�iaramber 9 20]7 "•;;�3r'F;;�•' vc;C�i:i�rotlq;�YVconecUnie�wrRers ,��1C� ���� STATE�F FLf?R1Dti, GC�UN�'Y 4� P.AS��? �,��� r � � � THIS IS 1'0 CERTIFY THAT THE FOREGOINC I�� ,�� TRUE AND CORRECT COPY OF TNE DOCUMEN'T � ' r ON FILE OR OF PUBLIC RtCORD IN THIS OFFICE ' � ' - WITNESS Y H D OFFICIAL EALTHIS * ' In�od1ye�r�`r � � � � � AYOF 2�/,} � � » ' PAUL S ' EIL, C RK&COMPTROLLER � .� � �,C , 1857 BY DEPUTY CLERK S°j��� °������.'��� Jacqueline Bo es 9 From: Jacqueline Boges Sent: Tuesday, June 30, 201511:25 AM To: 'jack@wfwindows.com' Subject: PERMIT FOR 5629 PROSPER CT READY Greetings Jack The permit for 5629 prosper ct (Lamb) is ready for you to pick up be sure to bring in the noc upon pick up.The cost will be $135. Thanks Jackie Boges-SCSS 813-780-0020 ext 3513 5335 8th St. Zephyrhills, FI 33542 "Character is what you are in the dark." Dwight L. Moody PLEASE NOTE: Florida has a very broad public records law Electronic communications regarding most City of Zepltythills business are public records and available upon request. Your e-tnail communications may therefore be subject to public disclosure.If you received this message in error,please do not read,forward,copy,etc. and delete immediately 1 � Jack 06/20/15 City of Zephyrhills Building Dept RE: Permit Application Hello, Attached is a package for a project in your jurisdiction. I will F3rovide the NOC on permit pickup. Please call or email when the permit is ready. Thank you. �cic�i ��''� �r' Jack Abrams Permit Coordinator 813-908-0131 iack@wtwindows.com ������ ����� r ! ;���J i�. �..���� ��r�� CGC#1515541 I � � � _ I . • � ��- � - - �`. _. .,;;� ' � � �� , � City of Zephyrhills BUILDING PLAN REVIEW COMMENTS e Contractor/Homeowner: L� , ,y' ���G����' Date Received: �� Z..2��� Site: S( Z9 �%���� Permit Type: � 1� ��'1 GI(1?� �f S Re P�e(�e� Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ � �� a � �1 This comment she t shall be kept with the permit and/or plans. � , , - '� -/.� Kalvin Swi zer— 1 aminer Date Contractor and/or Homeowner (Required when comments are present) s��-�saoozo City of Zephyrhills IPermit Application Fax-813-780-0021 - Building Dr,partment � , daYe Recaived (p I Z3 1,s phone Contaet Tor P'n emftting '��3 �'t CJ$ �8 3 ' Owner's Name L A M a Owner Phone Number �'►339�^ U Z37 Owner's Addrass 5�o Z S R'�SPE2 CT Owner Phone Number Fee Simple Titleholder Name N/� � Owner Phone Number Fae Simple Titleholder Address N�� JOB ADDRESS �(0 2�'j P2 D S P E Q � LOT# � SUBDIVISION SU�U T � '� 'rES PARCEL ID{8 I Z�2�°�Z� ��3 l0 —6Q000�0770 (OBTAINED FROM PROPERN TAX NOTICE) WORK PROPOSED NEW CONSTR ADDlALT � SIGN Q Q DEMOLISH INSTALL e REPAIR PROPOSED USE Q SFR Q COMM Q OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q DESCRIPTION OF WORK R C�P L�G� � S A/+'1 E S�z� ��nJ�0 W S BUILDING SI2E SQ FOOTAGE C] HEIGHT � �BUILDING $ VALUATIONOFI€7TALCONSTRUCTION QELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ , � OMECHANICAL $ VALUATION OF 169ECHANICAL INSTALLATION ��b �' �,��,Q� � ����� ,,�(�-�'�..' 1 QGAS Q ROOFING Q SPECIALTY � OTHER � ��� C_�/� v�� � �� � FINISHED FLOOR ELEVATIONS FLOOD ZO�J�AREA QYES NO � J� �, `� BUILDER '' � w�R*NE/1 %lY� L,f�NpaWS SIGNATURE REGISTEP,E��\ N FEECURREp N Address ��q � LH � ��'�P �"7 ,, License# GcrS�sSUI ELECTRICIAN , COMPF�I'JY SIGNATURE REGISTEF'EU� Y 1 N FEE CURRE� Y/N Address , License# PLUMBER COMP�AIdY SIGNATURE REGISTEFEO� Y/ N FEE CURRE� Y/N Address License# MECHANICAL COMPCtl!�OY SIGNATURE REGISTEF:E�� Y/ N FEE CURRE� Y/N Address ] License# OTHER COMP6�I'JY SIGNATURE REGISTEF.EO Y/ N FEE CURREA Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIOIIIIIIIIIIIIIIIIIIIIItlllllllll RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Enesrgy Fortns;R-O-W Permit for new construction, Minimum ten(10)working days afler submittal date. Requin�d onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster,Site Work Permit for subdivisionsllarge projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Ilyage;(1)set of Energy Fortns.R-0-W Pertnit for new construction. Minimum ten(10)working days after submittai date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanilary Facilities 8 1 dumpster.Site Work Pertnit for all netn�projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sels of Engineered Plans. ""PROPERTY SURVEY required for alI NEW construclion. � Directions:• Fill out application completely. Owner&ConVactor sign back of application,notarized It over$2600,a Notice of Commencement is required. (AIC upgrades i�ver$7600) " Agent(for the contractor)or Power of AHomey(for ihe owner)would be somsone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Applicalion Only) Reroofs if shingles Sewers Service Upgrades PJC Fences(PIoU'Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned undeirstands 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 RE:!SPONSIBILITIES: If the owner has hired a contrador 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 owRer and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are un�;ertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco Countyr 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 whiclli 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 IMPACT/UTILITIES IMPACT AND RE:�OURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fe�:s 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 Impar.t 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 is:�uance. Furthermore, if Pasco County WaterlSewer Impact fees are due,they must be paid prior to permit issuance in acrordance 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 c��py of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agiriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy o�the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all tYie information in this application is accurate and that all work will be done in compliance with all applicable laws regulatine:li construction,zoning and land development. Application is hereby made to obtain a permit to do work and installatir�n as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, �nd land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governrinent agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in campliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management Disirict-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Naviciable Waterways. - Department of Health & Rehabilitative Service::slEnvironmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. � - Federal Aviation Authonty-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 Zorv� "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 flll the area within the stem wall. - If fill material is to be used in any area, I cerlify that use of such fill will not adversely affect adjacent - properties. If use of fill is found to adversely aff��ct adjacent properties,the owner may be cited for violating the conditions of the building permit issued undr:r 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 faifh to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understan��that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other�installations not specifically inGuded in the application. A permit issued shall be construed to be a license to proceed ti�uith 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 violaRions of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced vwiYhfn six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6) inonths 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 Q9m)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 PROPE�tTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECCI�ZDING YOUR NOTICE OF COMMENCEiVIENT. FLORIDA JURAT(F.S.117.03) .� OWNER OR AGENT `�-1a.G [� C� CONTRACTOR S bscri ed nd swom to or ed) efore me this Subs•rihe a d swom to r a e or i ie this O l � by �/�L � �311AN�S ��by l M�f�l r��c�A.�nLr{, o is/are personally known to me or has/have produced � Who islare personally known to me or has/have produced —"'� as identificalion. �� as identi'ficIation. s a2.. �`C� , �' / — Notary Public ' _ Notary Public Commission No. F� 0 33 a7�( Corrmnission No. �F O 3 3���� <'P�F.2 �/A-sS SP�NCEQ K�sS Name of Notary typed,printed or stamped Nan-ie of Notary typed,printed or stamped i� . , � � "}: ���.5 , � Measure Sketch Sheet �,��.� " (�35. � , �£��(�• � � � FL Pro uct Approval: ; ��i� Exposu�: Soze for Size Replaceme • o v �� � � � � u� �f�J� / - ��������. 3�, � � ,. ��� s���., �����G���o , v�,.. ,---- . �f� � .q ^� G C� � ��r � '�! � �l . �,�' C�,�.`� ���� Q— � a 1 , /G� '� � � �� � Il�'''"' � � ��`.-�� � Y ,� �� � ''1� �` �� 3L� -- � 5� �� `� � J�� o�c �-�' r 8-� � �ti ------, :. 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'a _ �r �- ._�,.y� I b'.1�ac 6 d 0 � ry � ,< • w 8 8 : :_ � 3 , - � �"-:�:5-���,:��.�-�� �: �x�:= , - _w_�:fx r ;���„:�- :�-�:�_. r,_ � `^� e s lo ics Submit_urchar e Stats&Facts PublicaUons �FBC�Staff's BCIS Si[e Ma, Links `Search. , pf���4w•'Y�BCIS Home Lo In N ryUser R i trat n e Hot To � 9 � � � � P � � � 0 9 9 � P Flonda Department � ' � Busines �"�� - � Professi n�al t�� F� ProductApproval n� ��USER:Public User Regulafiion Product Aooroval Menu>Product or Aoolication Search>Aoolfcatfon List>Applicatlon Detail a��a_���;,�i;�='��,'; FL# �, � �,�„��,y,.tY,?.�, F'L1435-R15 Application Type Revision Code Version 2010 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 � Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext22318 drua rk@ pgti nd ustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski ,4��� Address/Phone/Email 1070 Technology Drive ��l��t�, Nokomis,FL 34275 �� �''� l S �941)486-0100 Ext 21140 �7�'�C �C C�,`�� arosowski@pgtindustries.com � .� `�ol�-CQ ����c �Al r .�� 1���. Quality Assurance Representative ��O�j�ya�l��.l���l•� Address/Phone/Email e�%� �iS'�f�G'A,G �'� `�V� Category Windows AC/� /�°'!�^ Subcategory Single Hung �A,s�iC`��Q�.� ,� Compliance Method Certification Mark or Listing �" �� `� Wi���y�y/ C` Certification Agency Keystone Certifications,Inc. �� C�S1 l�,_ Validated By Steven M. Urich, PE i�_� Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year ,4AMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 /4AMA/WDMA/CSA 101/IS2/A440 2008 A1VSI/AAMA/WDMA 101/I.S.2/NAFS 2002 aSTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqsbCLTITKe120DuttTaLxE3... 6/20/2015 , Florida Building Code Online 4 FL1435 R15 Equiv Cert of Epuiv AAMA101-2011 To 2008.Ddf � FL1435 R15 Equiv Cert of Equiv ASTM E1996-12 to E1996-09.odf Product Approval Method Method 1 Option A Date Submitted O1/08/2015 Date Validated O1/26/2015 Date Pending FBC Approval Date Approved OS/27/2015 Date Revised 06/11/2015 Summary of Products FL# Model,Number or Nam� Description 1435.1 SH -200 (Prev. 4000) Aluminum Single Hung Window(Std. Meeting Rail, inc. Pass- Thru) Limits of Use Certification Agency CertiFcate Approved for use in HVHZ: No FL1435 R15 C CAC Certification SH2O0.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date , Impact Resistant: No 05/28/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for r,Vesign FL1435 R15_ II SH-200 STD.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 FL3435 R15 AE Prod Eval SH-200.odf Created by Independent Third Party: No 1435.2 SH- 200 HD Aluminum Single Hung Window(with'HD Meeting Rail) Limits of Use Certi£cation Agency Certificate Approved for use in HVHZ:No FL1435 R15 C CAC Certification 200HD.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/08/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R15 II SH-200 HD.odf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R15 AE Prod Eval SH-200 HD.odf Created by Independent Third Party: No 1435.3 SH-400 Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R15 C CAC SH-400 Certifications.odf - Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/21/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for�lesign FL1435 R15 II SH-400.odf pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R15 AE Enq Eval SH-400.odf Created by Independent Third Party: No 1435.4 SH- 500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R15 C CAC SH-500 Certification R14.�df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/27/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instrudions for tiesign FL1435 R15 II SH-SOO.odf pressure,size and anchorage information. Verified By: A. Lynn Miller,PE 58705 Created by Independent Third Party: No Evaluation Reports I - . FL1435 R15 AE Ena Eval SH-500.�df ' � Created by Independent Third Party: No 1435.5 SH-800 WinGuard Multistory Aluminum Single Hung Window i https://floridabuilding.org/pr/pr_app_dtl.aspx?param=w�GEVXQwtDqsbCUITKe120DuttTaL�3... 6/20/2015 Florida Building Code Online 4 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R15 C CAC 190-427.00AR.pdf , Approved for use outside HVHZ:Yes FL1435 R15 C CAC 190-428.00AR.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 09/07/2015 Other: Please see the Installation Instructions for design Installation Instructions pressure,size and anchorage information. FL1435 RSS II SH-800.odf Verified By: A. Lynn Miller, P E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R15 AE Prod Eval SH-800.odf Created by Independent Third Party: No 1435.6 SH-2100 Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL3435 R15 C CAC Certification SH-2100.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No O1/24/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R15 II SH-2100.odf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R15 AE Prod Eval-SH 2100.odf Created by Independent Third Party: No 1435.7 SH-2200 Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL1435 R15 C CAC SH-2200 Certifications.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No SO/21/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for slesign FL1435 R15 IT SH-2200 NEW.odf pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R15 AE Eng Eval SH-2200 NEW.odf Created by Independent Third Party: No 1435.8 SH-5400 EnergyVue Vinyl Single Hung Window Limits of se Certification Agency Certificate Appr ed for use in HVHZ:No FL1435 R15 C CAC SH-5400 Certification.odf proved 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 FLi435 R15 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 FL1435 R15 AE Prod Eval SH-5400.odf Created by Independent Third Party: No 1435.9 SH-5500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R15 C CAC SH-5500 Certification.odf Approved for use outside HVHZ:Yes Quality Assurance Contrect Expiration Date Impact Resistant:Yes 10/01/2018 Design Pressure: N/A Installation Instructions � Other: Please see the Installation Instructions for design FL1435 R15 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 R15 AE SH-5500 Prod Eval.Ddf Created by Independent Third Party: No Back Ne�ct Contact Us::1940 North Momroe Street.Tallahassee FL 32399 Phone:850-487-1824 I � The State of Florlda is an AA/EEO employer Coovrioht 2007-2p13 State of Florida.::Privacv Statement::Accessibilitv Statement::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 request,do not send I electronic mail to this entity.Instead,contact the office by phone nr 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,lic�msees Ilcensed under Chapter 455,F.S.must provide the Depar[ment wlth an email address if they have one.The emails provided may be used for o�cial comrrr�unicatlon with the licensee.However email addresses are public record.If you do not wish to https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqsbCLJITKe120DuttTaL�3... 6/20/2015 � Florida Building Code Online 4 supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under " Ghapker 455,F.S.,please click here. ProductApprovalAccepts: , � � eCh.�ck ^,a-r.. , securit�>trnztcs . - - https://floridabuilding.org/pr/pr_app_dtl.aspx?param=w�GEVXQwtDqsbCUITKe120DuttTaL�3... 6/20/2015 i — , MAX.BUCK WIDTH MAX.BUCK WIDTH SEETABLE 1 _ SEE TABLE 1 z8� MAX.BUCK WIDTH 12" �� � � B.SEE MA7C.�� �' 'C. � SEE TABLE 1 2'MAX. � O.C. � SHEET 3 D,SEE --►� � 4'MAX.O.C. y B,SEE SHEET 4 L SHEET3 A,SEE A,SEE SHEET 3 ��� S EET 4 � SHEET 3 1z j�' / � / / 17.867"MAX.O.C. � I / � I ' / 17.B�AX.O.C. � OI I / . � / MAX.BUpC / 4"MAX. � — MAX.6UCK — HEIGHTSEE MqX.BUCK O,C. HEIGHTSEE ' �— TABLE 1 HEIGHT SEE x � TABLE'1 � X n 10"MAX.O.C. O TABLE 1 — ' — �l �— /— � T � I / 13.773'MAX.O.C. �— �Q.M� i X / c � / A� / p 13.�MAX.O.C. / 8-tl2"MAK 8•tY2 MAX. (JOANCHORSATSILL � Z�MAX. -�� (�— � NO ANCHORS AT SILL B f 8 � ELEVATION FOR TYP.FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, � ELEVATION FOR TYP.EQUAL LEG FRAME, EQUAL-LITE CONF[GURATION � EQUAL-LITE CONFIGURATION PROVIEW/ORIEL CONFIGURATION (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONSI (COTTAGE SIMILAR) i TABLE 1: ' r GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT, W�ndow Buck Size Confi uration Reinf. �s�9�P►essu►e Certiflcation y ' VINYL SINGLE HUNG WINDOW Width Height g tevel (+)ps� (-)psf (CAR)Number ; , 1)THtS PRODUCT HAS BEEN�ESIGNED 8 TESTEO TOCOMPLY WITH THE 4O" F>S" Equal-Ifte R4 50.0 �O.O 'f90-102Z REQUlREMENTS OF THE FLORIDA 6UILDING COOE. 36" 62" EquaE-Ilte SHAPES MAY BE I1SE�BY � INSCRIBING THE SHAPE IN � 2)ALL WOO�BUCKS LESS THAN 7-1/2'THICK ARE TO BE CANSlDERED 1X $6" 82° Std.ProView R4 $0.0 50.0 190-�02� A BLOCK AND OBTAINING INSTAILATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY 36" 6�-9/1B" Custom Sash DESIGN PRESSURES FOR � TO SUBSiRATE,WOOD BUCKS DEPIC7ED AS 2X ARE 7-1f2'THICK OR GREATER. THAT BLOCK SIZE FROM 1X AND 2X BUCKS(WHEN USED�SHALL BE DESIGNED TO PROPERLY TRANSFER 52-1/8" 84" Equal-lite THE TABLE ON THIS SHEET. � LOADS TO THE S7RUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE � RESPONSIBILITYOFTHEENGINEER,(EOR)ORARCHITECTOFRECARD,(AOR). 52-1/8" 84" Std.PfOVI@W R1 50.0 SO.O 190-'IOP'I I 3)ANCHOR EMBEOMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSING 52-1/8" 91-13146" Custom Sash � OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT INSTALLATION 52-1/8" 84" Equal-lite � ANCHORS SHOUL�BE SEALED.OVERALL SEAiINGfFLASHING STRATEGY FOR � WATER RESISTANCE OF INSTALIATION SHALL BE DONE BY OTHERS AND IS 52-'I/b" E�{" Std.ProView R2 Fi5.O �O.O 'I JO-'IOZB � BEYONDTHESCOPEOFTHESEINSTRUCTIONS. 5Q-�/8" 91-13/76" CustomSash ���� +�,� PRDDl1CT IS tdOT F7USH TO THRE SU STRATE.US SH MS CAPABLE OFE THE `����Or1��LENS ry��`��J/ � TRANSFERRING APPLIED LOADS.WOOD BUCKS,BV OTHERS,MUST BE F � � � SUFFICIENRY ANCHORED TO RESIST LOADS IMPOSED ON THEM BYTHE WINDOW. \ " !�lta.i3705 '�Y ' ! � VINYL SH WINDOW FPA(NON-IMPACT) " 12/13/14 - � 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE o ' _ • WINOL�AOS CORRESPON�ING TO THE REQUIREO�ESIGN PRESSURE.THE � � -0 .� / � � 331/3°!o STRESS INCREASE HAS NOT BEEN USEO IN THE DESIGN OF THIS o GENERAL NOTES 8 ELEVATIONS o m J ROSOWSKf 'J3 . I�U �S.:�� � PRODUCT,THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF _ ^ ��OT . S7A''E O �J� r ANCHORS INTO WOOO.ANCHORS THAT COME INTO CONTACT WITH OTHER � �� � �`S•F�OF�IOP. 'G\��� � DISSIMILAR MATERIALS SHALI MEET THE REQUIREMENTS OF THE FLORIDA CERT OF AUTH.#29298 � �° '�� S'� ' '� C�`�� BUILDINGCODEFORCORROSIONRESISTANCE. 'ID7OTECf'INOLOGYDRIVE �' �m '�,,��NALG�� N.VENICE,FL 34275 � m - �� � (941)-480-1600 d SH-5400 ° NTS " 1 OF 4 o z FPA-5400.0 Q z A IVNN MILLER,P.E, f �n h P.E.#58705 � i t , i TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS ItJSTALLEO THROUGH INTEGRAL FIN Anchor SuhstraUa ��n.Edge Min. p�q�or Substrate MIn.Edge MIn. ! Distance Embedment Dlstance FinDetlment #76 SMS P T Southem P e{SG=0.55) 7/16" 1�318" 2-1/2"x.131"Common Nail p T Southem Pine(SG=.55) 9l16' 2-7/16" (steel,18-8 S.S. Sled,A38 3/8" 0.050" Max.DP of 50.0 or410 S.S.) Steel Slud,A853 Gr.33 3/8" 0.0346"(20 Ga.) 2-1/2"x 131"Ringshank Nail P T Southem Pine(SG=.55) 9l16" 2-7J16' � Max.DP ot 50.0 Aluminum,8063-T3 3/8" 0.050" 2-1/2"x 145^Roofing Nail P.T Southem Pine(SG=.55) 9/16" 2-7l16" � #12 SMS P•T.Southem Pine(SCr-0.55) 8/16" 1318" P T Southem Pine(SG=.55) 3/4" 1318" (steel,78-8 5.5. Steel,A36 318" 0.050" #10 SMS q�uminum,8063T5 3I8' 0.050" ; Steel Stud,A653 Cir.33 3/8' 0.0346°(ZO Ga.) (steel,16-8 S.S. w 410 S.S.) Steel Stud,Gr.33 3!8' 0.0346"(20 Ga.) Atuminum,6063 T5 3!8" 0.063" or 410 S.S.) i SteN,A36 3l8' 0.050' 3/76"Ultracon P.T.Southem Pine(SG=0.55) 7l18" 13l8" � (Sleel) Concrete(min.2,85 ksi} 1" 13(8" WINDOW SHP.PES AS SHOWN BELOW OR ( M8%.DP O(50,0 Ungrouted CMU,(AS7M C 90) 2-1/2" 1-1/4" ANCH6R NOTES: SIMILAR,MAY BE USED 8Y INSCRIBING THE P.T.Southem Pine(SG--0.55) 1" 1.y6" GE-7700 OR SHAPE IN A BLOCK AND OBTAINING OESIGN � 1/4"UIt2C011 Concrete(min.2.85 ksf) 1" �.3(q" 1)'UNGftOUTED CMU"VALUES MAY OOW-791 I SIZESFROM THE�TABLE ON 3HEE OR THAT BLOCK Y (9teE1) Ungrouted CMU,(ASTM C�0) 2-1/2" �_�/4^ BE USED FOR GROUTED CMU SILICONE i � APPLICATIONS. 1(YNOM.GIASS �{ WIDTH �-+——r{ WIDTH �— Concrete(min.285 ksi 2-1/2" 13�4" ! P.T.SouthemPine SG°O.SS) 1" ��g' 2}PANHEAD,fLATHEADOR EXTERIOR � B�TMP ` HFXHEAD ARE ACCEPTABLE. 114"Crete-Flex Concrete(min.3.35 ksi} 1" 1�l4" a �/ � i (410 S.S.� Un�ouled CMU,(AS1M G80� 2-1/Z" 1-1/4�� 3)ANCHOR LENGTH TO BE 30 THAT � _ � �/ � # Concrete min.3.35 ksi 2-1l2" 7�4" A MIN.OF 3 THREA0.S EXTEND L7 (� (7 � I Cmcrete{min.3.275 ksl) �-�/Z" ��lg� BEYOND THE METAL SUBSTRATE. _ ua"Aggre-Gator � � TYP.GLAZING DETAIL � �� W � � ` (18�8 S.S.) P•T.Southem Pine S�0.55 1" 13�8" �/ � Un routed CMU, STAA C30 2" t-1/4" � RADIUSTOP ARCHi�P (EOl1q4UTEBHOWM (��EWKIRIELSHOWN) i f —�{ 3/4"NOM. �+-- —+�{ 3l4"NOM. � —�{ 7/8'NOM. � � 7/8"NOM. �+- � � � � � i 1/8"ANNEALED OR 3116"ANNEALED OR ; 7EMPERED GLASS TEMPEREO GLASS 5/16"A/A PVB 5/16'A/A PVB 1/2"AIR SPACE 3I8"AIR SPACE 7116"AIR SPACE 318"AIR SPACE � 1/8"ANNEALED OR 3/16"ANNEALED OR 1/8"ANNEALED OR 3/16"ANNEALED OR ( TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS k DUR.45EAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER ' OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL � XL EDGE XL EDGE XL EDGE XL EDGE GLAZING TYPES (� 's TABLE 4:REINFORCEMENT 7YPES lr�l � � \����•��1�LY�i����/�� � Reinforcement �s rr tl il � V \����,,pNY„ �N,����.,�� { U er Lite Lower Ute REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENT 7YPE C � �.. ����Fr��sF •.,F,� � � PP :;a;. ' , Level Bottom Top Rafl Boaom Side � VINYL SH WINDOW FPA(NON-IMPACT) 0 12/13/14 r�o,sa�o; ' �""=� ' Rail Rail Rails � _ " GLASS/ANCHOROPTIONS e� J ROSOWSKI � ' � a.6I J � Rl 0 A A A o" o �7�0 � S �= R2 C A A A � ; y v . ,� ,e or• .- (C.w� C � CERT OFAUTH.#29298 p a� �(`�S -'�<ORICJA, �.\;\� � R4 B A A N A h �V , S��l,��L�`�\ 10707ECHNOLOGYDRIVE p �a �'ir,J�� iii��,�� t N.VENICE,FL 34275 m v - u . • A.LYNNMILLER,P.E. � PVB INTERLAYER MANUFACTUREO BY DUPONT INC.(AKA KURARAY AMERICA,INC.y (941)-480-1600 � SH-5400 � NTS " 2 OF 4 0'<° FPA-5400.0 �z P.E.#58705 � . I � �-----+�— EDGE DISTANCE _ i SHOWN T INSTALLFD � TMROUGFf1X BUCKSTRIP EMBEDMENT _ FLANGE �i�" ��� � SHOWN SHOWN I INSTALLED INSTALLED t 5 OWN v-�-- DIRECTLYTO THROUGHiX r EMBEDMENT i SUBSTRATE EMBEDMENT BUCKSTRIP � � � O� �--- Q / � . EDGE �� �� i EDGE � � OFS7ANCE D �O / DISTANCE t Q �p �- ----- - -- - � , � , a ; l a �� � �� �� ; � L�, �1 -------- EDGE ; OPT.SASH TOP n � LIFf RAI� � � � FXTERIOR I ,� DISTANCE 5 � � L" � S j D FLANGE IE�UAL � a SHOWN I BUCK WIDTH --�1 FR4ME I o HORIZONTAL SECTION A-A sHOwN BUCK H�I�HT � n I u �� � -� ; �� INSTALLATIONNOTES: I '� D 1)SEE SHEET 7 FOR SPACING REQUIREMENTS. 3 EXTERIOR 2J SEE TABLE(SJ ON SHEET 2 FOR ANCHORAGE AND � �J SUBSTRATE REQUIREMENTS. a 3)MAX.SH�M THICKNESS TO BE 114' 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES � ONLY AND MAY DIFFER TO MEET DESIGN I OPT.SASH � REQUIREMENTS. I 1 BOTTOM LIFT FLANGE Q 6)FIN ANDlOR FLANGE MAY BE REMOVED TO CREATE D �HANDLE/LOCK S OWN ��� --- OTHER FRAME TYPES. � EQUAL � LEG � i FRAME INSTALIATION THROUGH EXTERIOR � SHOWN�- �0�� THE FRAME,INTO METAL � ����� '7�%� f � `��,t'���� LYfdN 2,�����;. � ,�, i , �, . �,censF•.F,p; I No nracHORS = REQLIIREDIN ; �' No.5Q705 � � � � FLANGEOR V VINYL SH WINDOW FPA{NON-IMPACT)` a 12l13/14 _ 4 . _ ! EQUAL-LEG r � FRAME SILLS �FLANGE&E�UAL-LEGBOX FRAMES �m J ROSOWSKI ;-�`r7 � Z( 1 S �; ! �,0�'. S TE�` � � O . �-° .CC� .'c[OR10P.• \�': � VERTICAL SECTION B-B CERT.OFAUTH.tt29288 ; H° 'i�s��O��AL���?.•` i 1070TECHNOLOGYDRIVE p �'g "��r,,,,,��.�' j N.VENICE,FL 34275 � m —„ . (941}480-1600 y SH-5400 ° NTS ° 3 OF 4 o z FPA-5400.0 a z° A.LVNN MILLER,P.E. j �, ,� P.e.asa�os � 1 I I SHOWN IPISTALLED �� � EDGE DISTANCE SHOWN INSTALLED SHOWN INSTALLED , THROUGH THE THROUGH THE + ' THROUGH 7HE FRAME INTEGRAL PIN f FRAME �� —�� S ��- EDGE DISTANCE - i J-CHANNEL � � � - EMBEDMENT � FRAME (� - -� EMBEDMENT � O SHOWN I� ' � U _ � � t �� � O� � �! � � aa � � � � i i a �(� �_- ___ �O EMBEDMENT 3 �J EDGE � R � � I � DISTA'NCE � I I�Q �� I I � � ' � L� df i Ll n ' }� OPT SASHTOP 0���Q EXT�OR ��� I FiN � � LIFf RAIL I I L� � FRAME � J-CHANNELI —� SHOWN a � FR4ME -- gUG(WIDTH — SHOWN � � HORIZONTAL SECTION C-C I INSTALk.HT10tJ NOTES: 6UCK - ' tfEIC•!iT �—.� -- -,-.n t}gFE gHFET 7 FaR€PASING , � `I U �' 1�T_.II ��duiR�M@NYS. � 2)SEE TABLE(S)ON SHEET 2 F6R ANCHORAGEANDSUBSTRATE i REOUIREMENTS. 3)MAX.SHIM THICKNESS TO BE 714" ' EXTERIOR ❑r�—J �G� 4)GLA55 SHOWN IS FOR ILLUSTRATIVE � I PURPOSES ONLY AND MAV DIFFER TO � D � D 5)FEN AND OR FLANGE MAY BE REMOVED � 0� TO CREATE OTHER FRAME TYPES. � a �OPT SASH I I❑� I I '❑� I I FIN BOTfOM LIFf Lf � U � ' FRAME O J HANDIFJLOCK c SHOWN E�R FRAME �D�L� �Rf R FRAME �D�� i a SHOWN � SHOWN � i � INSTALLATION THROUGH INS7ALLATION THROUGH THE � L_ ����❑ -- '-� TH6 FR4ME,INTO METAL INTEGRAL FIN,INTO METAL ��t�������!i � ° ����C1v, LYNM�y�/���i SHOWN EDGE `�ta��0'41GENSF C�r�p�i + INSTALLED DISTANCE �THE6H — �VINYL SH WINDOW FPA(NON-IMPACT) q 12/13/14 - *� ��o.se�os � _ � INTEGR4L FIN -'� � _ EDGE u _ ' /; , _ I — _ OISTANCE �J-C H A N N E L&I NT E G R A L F I N F R A M E S�m J R O S O W S K I ="D.• u �- EMBEDMENT - � � ° U _ ,� , a-G rs.��' j - ';��. TATE OF !(�� VERTICAL SECTION D-D 1070 TECHNOLOGYZDRIVE � �a '���ss�ord��.��G\?` l N.VENICE,FL34275 � - �a �����������` _ (941)-480-1600 v SH-5400 ,� NTS ` 4 OF 4 3 0 � ' A.LYNN MILLER P.E. � N o z FPA-5400.0 �i P.E.#58705 � � I. Florida Building Code Online 4 _- __ -'" _ _'" '"_ '-€aGa-'�-`�`".c�.`��;��'*�� �dFjFiatiL� "- �'°r _ ' ' _- ' ' _ - '- _ _ '- _ - ...;.i+",;;. _..,�k.:-f. _ - ' - _ ':'y.` " ' " a3�-q-�ys� _ " .._ .'�,:. . ,: _ '?',�`�'=rhr _s,- - 1d�' - ' - - - - ..n,r. _ 6 '���,.,"""�„�}j'L;:.�a"c�C"��°�°- � „�� '�: I_ 't���1 i��1,= p . � d�f_�_'��. � .F j �� ." .. �, tl � � . ` a . - a _ e r�:�, ' _ ..�.�. _.. _, -�... � " ' _ - �,m•�2 , - - _ _ . - _ __ „f'`�� ��J -'::'?.�'r�"_ - -_ - _ � ' �: _�`� - fiarida Department� BCIS Home � Log In ' User Registration � Hot Topics � Submit 9•urcharge � Stats&Facts � Publications ; FBC Staff � BCIS Site Map � Links � 'Search j Busines �')� -� � , Professi n�al `,�e �USER:PU�biicAu�sproval Regulation ' Product Aooroval Menu>Product or Aoolication Search>Aoolication Li9t>Applicatlon Detail ��,�"��'-'�`,:�' � FL# FL1844-R18 -���'�-F�;,r-'� Application Type Revision Code Version 2010 Application Status Approved Comments Archived ;;; Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 �541)486-0100 Ext 22318 d rua rk@ pgti nd ustri es.com Authorized Signature , Jens Rosowski prosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 4941)486-0100 Ext 21140 arosowski@pgtindustries.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 � Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year ' AAMA/WDMA/CSA SO1/I.S.2/A440 2011 ,t4AMA/WDMA/CSA 101/I.S.2/A440 2005 � AAMA/WDMA/CSA 101/I.S.2/A440 2008 , ,4NSI/AAMA/WDMA 101/I.5.2/NAFS 2002 ASTM E-1886 2005 ASTM E-1996 2012 E4STM E-283 2004 ASTM E-330 2002 � Equivalence of Product Standards Certified By FI'orida Licensed Professional Engineer or Architect FL1844 R18 Equiv Cert of Eauiv AAMASOI-2011 To 2008.odf FL1844 R18 Eauiv Cert of Eauiv ASTM E1996-12 to E1996-09.�df https://floridabuilding.org/pr/pr app_dtl.aspx?param=w�;3�VXQwtDqsGsvRHsb6W7CihkBPFyP... 6/20/2015 Florida Building Code Online 4 + . Product Approval Method Method 1 Option A Date Submitted 05/26/2015 Date Validated 06/01/2015 Date Pending FBC Approval Date Approved 06/06/2015 Date Revised 06/11/2015 Summa of Products FL# Model, Number or Namc Description 1844.1 HR-210 Aluminum Horizontal Rolier Window with Slip-On Nailing Fin Limits of Use Certification Agency Certificate � Approved for use in HVHZ: No FL1844 R18 C CAC Certification HR-210.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No Ol/10/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for��lesign FL1844 R18 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 R18 AE Prod Eval HR-210.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 R18 C CAC Certification HS-410.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/17/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for�alesign FL1844 R18 II HR-410pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 I Created by Independent Third Party: No Evaluation Reports FL1844 R18 AE Prod Eval HR-410.odf Created by Independent Third Party: No 1844.3 HR-510 WinGuard Vinyl Horizontal Sliding Window Limits of Use Certifcation Agency Certificate Approved for use in HVHZ: No FL1844 R18 C CAC Certification HR-510 b.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/28/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for cilesign FL1844 R18 II HR-510 b.odf pressure,size and anchorage information. Verified By: Dean Ruark, PE 73138 Created by Independent Third Party: No Evaluation Reports FL1844 R18 AE Prod Eval-HR 510 b.odf Created by Independent Third Party: No 1844.4 HR-2110 Vinyl Horizontal Roller with Integral Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R18 C CAC Certification HR-2110.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/21/2016 Design Pressure: N/A Installation Instructions � Other:Please see�the Installation Instructions for rJesign FL1844 R18 II HR-2110.odf ' pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R18 AE Ena Eval HR-2110.odf Created by Independent Third Party: No 1844.5 HR-2210 Vinyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1844 R18 C CAC Certification.odf Approved for use outside HVH2:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/22/2015 https://floridabuilding.org/pr/pr app_dtl.aspx?param=w�c�EVXQwtDqsGsvRHsb6W7CihkBPFyP... 6/20/2015 � - Florida Building Code Online 4 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R18 II HR-2210.odf pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E. 58705 ' Created by Independent Third Party. No Evaluation Reports FL1844 R18 AE Enq Eval HR-2210.odf Created by Independent Third Party: No 1844.6 HR-2710 Premiere Vinyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1844 R18 C CAC HR-2710 Certifications e.odf Approved for use outside HVHZ:Yes Quality Assurance Contract F�cpiration Date Impact Resistant:Yes 07/18/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for�Jesign FL1844 R18 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 R18 AE Ena Eval HR-2710.odf Created by Independent Third Party: No 1844.7 HR-Z810 Premiere Vinyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1844 R18 C CAC HR-2810 Certifications d.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/18/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for clesign FLi844 R18 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 R18 AE Eng Eval HR-2810.odf Created by Independent Third Party: No 1844.8 HR-5410 EnergyVue Vinyl Horizontal Roller Li ' of Use Certification Agency Certificate pproved for use in HVHZ: No FL1844 R18 C CAC Certification 5410 HR.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/11/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for clesign FL1844 R18 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 R18 AE Prod Eval HR-5410.odf Created by Independent Third Party. No 1844.9 HR-5510 WinGuard Vinyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL1844 R18 C CAC Certification 5510 HR.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/11/2018 Design Pressure: N/A Installation Instructions , Other: Please see the Installation Instructions for clesign FL1844 R18 II HR-5510.odf pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R38 AE Prod Eval HR-5510.odf Created by Independent Third Party: No Back fdext Contact Us 1940 North Moriroe Street.Tallahassee FL 32399 Phone:550-487-1824 The State of Florida is an AA/EEO employer Coovriqht 2007-:[M13 State of Florida. Privacv Statement Accessibilitv Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a publio-records request,do not send I electronic mail to this entity.Instead,contact 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,lice�msees licensed under Chapter 455,F.S.must provide the Department with an ematl address if they have one.The emails provided may be used for official comn�uunication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chaptler 455,F.S.,please click here 6�voduct Approval Accepts: � � eCFet � � https://floridabuilding.org/pr/pr app_dtl.aspx?param=w{JEVXQwtDqsGsvRHsb6W7CihkBPFyP... 6/20/2015 � I� l Florida Building Code Online 4 sccurit�•asr nucs i _ I ' https://floridabuilding.org/pr/pr app_dtl.aspx?param=w�GEVXQwtDqsGsvRHsb6W7CihkBPFyP... 6/20/2015 I - - 2 ANCHORS @ B'MAX.O.C.IF THE WINDOW BUCK HEIGHT IS 83'OR LESS. 4 ANCHORS @ 4'MFU(.O.C.IF THE WINDOW BUCK HEIGHT IS OVER 63". ' 19"MAX.O.C.IF THE WINDOW BUCK HEIGHT IS 63'OR LESS. MAX.BUCK WIDTH SEE TABLE 1 14'MNf.O.C.IF THE WIN60W BUCK HEIGHT IS OVER 63' MAX.BUCK WIDTH 18-94' }�— � {{{.��,�� B,SEE SEE TABLE 1 MAX.BUCK WIDTH SEE TABLE 1 B,SEE M�'�'�' I � �p�. �p�'I SHEET 3 SHEET 3 I �_. D,SEE SHEET 4 I MAX.O.C. 4' �MAX. / / / / �� O.C. /_ / / 7M6�^ � O.C. MAX.BUCK � � � � •� MAX.BUCK � � � � HEIGHT SEE MAX.9UCK HEIGHT SEE TABLE 1 HEIGHT SEE TABLE 1 — I — TABLE t • — — — r — — I A.SEE � AI C,SEE � , C A,SEE � � I A SHEE3 X O �- SHEE4. X O SHEE3 X O X 1_ , — _ � � 8'MAX. �_� � 2-7/8' �I _ � I 4' . . p . . � 8'MAX. —►� ���— B TT —�I I'•— B 8"MAX. MAX. �� f� MAX.Q.C. 2-7/8'MAX.� 8"MAX. J 123I4'MN(.O.C. —� +— EI.EVATION FOR TYP.EQUAL LEGBOX ELEVATION FOR TYP.EQUAL LEG/BOX � &FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, 8,FLANGE FRAME,XOX CONFIGURATION XO CONFIGURATION,OX SIMILAR XO CONFIGURATION,OX 8 XOX SIMILAR MAX.SASH IMDTH=30.38' MAX,FIXED IJTE(BUCK WIDTH-{2 X SASH WIDTH])=59.2B" i I GENERAL NOTES:SERIES 54'10 NON-IMPACT RESISTANT, TABLE 1: VINYL HORIZONTAL ROLLER Window Buck 3ize Reinf. ��9�P���e Certification � Configuration i 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE W�dih Height LBVeI (+�Pgf (_�P� (CAR)Number ( RE�UIREMENTS OF THE FLORIDA BUILDING CODE. �5" 54" XO/OX R1 50.0 50.0 190-1044 2)ALL WOOD BUClCS LESS THAN 1-112'7HICK ARE TO BE CONSIDERED 7X 75" 54" KQ/QX F�2 65.0 �0.0 190-1043 ! INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED � DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK 7rj" 6,3" ���X R3 5�.� 5�.� ��-��42 OR GREATER.1X AND 2X BUCKS(VJHEN USED)SHALL BE�ESIGNED TO � PROPERLY TRANSFER LOADS TO THE S7RUCTURE.WOOD BUCK DESIGN AND 75" 72° XO/OX R4 65.0 �O.O 190-1047 � INSTALLATION IS TNE RESPONSIBILITY OF THE ENGINEER,(EOR)OR �20" 63' XOX 114-1l2-1/4 ARCHITECTOFRECARD,(AOR). � � R3 50.0 $0.0 190-�045 � 3)ANCHOR EMBEOMENT TO BASE MATERIAL SHALL BE BEYONO WAl1 92° 63" XDX(1/3-1l3-1l3) � DRESSINGORSTVCCO.USEANCHORSOFSUFFICIENTF1dBEDMENT. �QO" Fi3" XOX(1/41/2-1/4) i INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGfFLASHING R4 85.0 70.0 190-1073 F STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY 92" 6$" XOX(1!&1/3-1/3) � OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. � 4)MAX.1/4"SHIMSAREREQUIREOATEACHANCHORLOCATIONWHERETHE ��`•��\ ,, ���i� � PRODUCT IS NOT RUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF ��� ��1� �Y;��MI( ��i� TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,Ml1ST BE ��'�� �,�ENSF �F•f� % f SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE � P • �� � WINDOW. � ��• No.58?OS • � ,= VINYL HR WINDOW FPA(MON-IMPACT) `� 12/13/14 = } 5)THE ANCHORAGE METHOOS SHOWN HAVE BEEN OESIONED TO RESIST THE ° — � Y�r�L.__ _ � WINDLOADS CORRESPONOING TO THE REQUIRED DESIGN PRESSURE.TNE � a 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OP THIS o GENERAL NOTES 8 ELEVATIONS o m'` J ROSOWSKI ="�, ���5 ;��\ t PRO�UCT.THE 7.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION .- _ %�Q �rA1[d 4 � OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WffH OTHER � ' �` ' '��' FL OR10�`• �_� DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT OF AUTH.#29298 � ¢° �iCSS+ ""' C�G` BUILDING CODE FOR CORROSION RESISTANCE. 'I O7D TECHNOLOGY DR�VE ' �m ,�����C��������\ i � �o � N.VENICE,FL 34275 � m � (941}480-1600 N HR-5410 � NTS i 1 OF 4 o z FPA-5410.0 �z A L p E.R 8705 P E ' 1 TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED tHROUGH INTEGRAL FIN Min.Edge Min. Min.Edge 0.71n. � Anehor Substrate Distance finbedment Anchor Sub�rate Distance Embedment #10 SMS P.T ou em (ne(SG=0.55) 7/18" 1�3/B" 2-1/7'x 131"Common Nall p T.Southem Pine(SG=.55) 9116' 2-7/16' REINFORCENT TYPE A (steel,1&8 S.S. Steel,A38 3/6" O.OSU' Max.DP of 50.0 or 410 5.5.) Steel Stud,A653 Gr.33 3/8" 0.0346"{ZO Ga,) 2_�/2^x.131"Ring-shank Nail P T.Sauthem Pine(SG=.55) 9/16° &7/16' Max.DP oi50.0 qluminum,80B3-T5 3/8" D.050" 2-1/2"x.145°Roofing Nait P T.Soulhem Pine(SG=.55) 9/16° 2-7/16" ��-,� #12 SMS P•T.Southem Pfne{SG--0.55) B/18" 1�3+8" P.T.Soulhem Pine(SG=.55) 3/4" 1-3/8" r/ �� Steel,A38 3!8" 0.050" #10 SMS Aluminum,6063�T5 3/8" 0.050° (steel,1&8 S.S. Steel Stud,A853 Gr.33 3/8" 0.0348"(20 Ga.) (steel,18-8 5.5. or 410 S.S.) Alumfnum,8083-TS 3l8" 0.063" or 410 s.s.) Sted stud,Gr.33 3!8° 0.o34s°(20 Ga.) REINFORCENT TYPE B , 3116"Ultracon P.T.Southem Pine(SG=0.55) 7/18" 13lB' Steel,A36 318° 0.050' (steel) Concreta(min.285 ksi) T' 13/8" Max.DP of 50.0 Ungrouted CMU, STM C�0) 2-12" 1-1/4" ANCHOR NOTES: � � P T.Souffiem Pine(SG=0.55) 1" 13/B" I�� � 1/4"UIIIJC011 Cancrete(min.265 ksi) 1" 13/4" �)'UNGROUTED CMU'VALUES MAY TABLE 4:RFINFORCEMENTTYPES � U BE USED FOR GROUTED CMU Reinforcement � (steeq Ung�outed CMU,(ASTAA C�0} 2-9/2" 1-1/4" APP�icnTioNS. REINFORCENT TYPE C ; Vent Meeting Concrete min.285 ksi 2-1/2" 13+4° Levei ; P T.Southem Pine(SCr-0.55) 1" »/8^ 2)PANHEAD,FLATHEAD OR (4 sides) Rail � HEXHEAD AREACCEPTABLE p � 1/4"Crete-Flex Concrete{min.3.35 ksi) 1" 1314" R7 A D n �I ! (41 O S.S,� Ungrouted CMU,(ASTM C-90 2-1/Z" �-1/4" 3)ANCHOR LENGTH TO BE SO THAT R2 A E ��—'"J�" ; A MIN.OF 3 THREA�S EXTEND R3 g E u—UI - Concrete min.3.35 ksi 2-7/2" 1�4° j BEYOMD THE METAL SU6STRATE. I ��4„A99��� Concrete(min.3.275 ksl) 1-V2" 1�/8" R4 C F REINFORCENT TYPE D (1B-B S.S.) P•T.Southem Pine(SCr-0.55) 1" 13��' Un routed CMU, ASThA C5Q 7' 7-1/4° � { —�j 31a•NoM. �+- —�{ 314'NOM. � � 7/B'NOM. � � ��8�N�• � REINFORCENT TYPE E I I I � 1/8"ANNEALED OR 3l16"ANNEALED OR � TEMPERE�GLASS TEMPERED GLASS 5116"AlA PVB 5/16"A/A PVB ` 1!2"AIR SPACE 3/8"AIR SPACE 7/1fi"AIR SPACE 318"AIR SPACE � i 1/8"ANNEALED OR 3/16'ANNEALED OR 1/8"ANNEALED OR 3/16"ANNEALED OR � TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS — � REINFORCENT TYPE F 1 DURASEAL, DUR,4SEAL, DURASEAL, DURASEAL, SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER i OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL � XL EDGE XL EDGE XL EDGE XL EDGE � GLAZING TYPES � \���iiiui��� i ���p��LYN�d A,/( ��'�i GE-D7700 O9 PVB INTERLAYER MANUFACTURED BY DUPOMT INC.(AKA KUR4RAY AMERICA,INC.) � �=��\ ����'�SE (F'Q �% ; SILICONE � ��: x�'_ i a 1/2'NOM.GLASS � VINYL HR WINDOW FPA(NON-IMPACT) 0 12/13/14 _ : no.ss�o5 ^ i eire rrP. /� t EXTaR , o GLASSlANCHOR OPTIONS om J ROSOWSKI �'�.(�' ��6 /5':v` � � � � > ;= - C • 7EO '.��: CERT OFAUTH.q29296 p �o° ;��C`S• FLUR1D? ��j�;' � TYP.GLAZING DETAIL 1070 TECHNOLOGY DRIVE q �o �''�S�dNA��,�` l, N.VENlCE,FL 34275 � d i (941}480-1600 m HR-5410 ° NTS i 2 OF 4 o z FPA-5410.0 �z A•LYNN MILLER P.E. , � �n P.E.#58705 i � � I � , . EDGE DISTANCE --�-�� � / EMBEDMENT ~ FLANGE � � INSTALLATION �—' SASH WIDTH S�� FRAME - G'�. ��� THROUGH THE INSTALLED SHOWN � ���" FRAME,INTO THROUGH 1X r—�"— EMBEDMENT � o ��q� BUCKSTRIP � � �❑❑ � OPERABLE o � EbGE i �❑ ��_ � ' SASH � DISTANCE j � O ^ / - /�' —L ` � a a I I FU(ED � Q ❑ 11 I ��� LITE Q i � � V ; � - � o�,01, , ; FIXED ooLJ�� �o o �_�f�n S ` LITE i ' FLANGE EX7ERIOR � FRAME J-L �EQUAL SHOWN V LEG BUCK �� — BUCK WIDTH _�FRAME � HEIGHT ��, .�� ��— SHOWN � . F�'iFRlQR l --�I" E-i�^��€�E+1TpL���Ti��9�,�i:��} i � / OPERABLE (OX&XOX SIMILAR) \\ SASH � i ; � ' i � , iJ� INSTALLATION NOTES: i � ' 1)SEE SHEE71 FOR SPACING REQUIREMENTS, i 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND ! � SUBSTR4TE REQUIREMENTS. ( --7 3)MAX.SHIM THICKNESS TO BE 1!4' i fJ'� � 4)GLASS SHOWN IS FOR ILLU5TRATIVE PURPOSES f ; � ONLY AP1D MAY DIFFER TO MEET DESIGN , � � StiOWN REQUIREMENTS. , C�� � INSTALLED 5)FIN ANDIOR FLANCaE MAY BE REMOVED TO CREATE � OIRECTLY TO OTHER FRAME TYPES. ' SUBSTRATE �_..___._.� i EQ RAME G i � \.���G;1y 1,YN V/,�%���i�i, � SHOWN / EMBEOMENT �_.�'��� •�I�;ENSF'`Fp % � � �'.' .;Al�: i � � � '�4: I�lo.SS705 . _ ! �VINYL HR WINDOW FPA(NON-IMPACT) ` 12l13/14 = � � _ ; EOGE DISTANCE � '" � FLANGE&EQUAL-LEGlBOX FR,4MES o m J ROSOWSKI =� 6 JS ; u� � ATE F '�C/: # VERTICAL SECTION B-B � > >" �'O'� FLOF4D�;'. f��� f CERT.OF AUTH.#29286 � `�° �i�S� ""' CZ�� � � 1070 TECHNOLOGY DRIVE � . LLo ''�,`S��tVAL E.� i N.VENICE,FL 34275 » r (94i}-480-1600 � HR-5410 ° NTS � 3 OF 4 �z FPA-5410.0 q: A,LYNN MILLER,P.E I ' �`n o P.E.#587D5 � 7 ' �- EMBEDMENT �-� � �1 -�__� EDGE J-CHANNEL DISTANCE FRAME SHOWN —"7- , �— T � —f�_,� ' SASH WIOTH -----�� EDGE DISTANCE �- � ° O �❑❑�� OPER4BLE , I � �� � SASH o � � � INSTALLATION i � a � � NT GRAL F NE (,]� ❑Q f i INTO METAL � ` EMBEDMENT t ' I ❑ FIXED � � � � LITE I � F�� ��L o /� 4� I �_�L s � (�I ' , 0 0 �II II J-CHANNEL \/ "��LJa INTEGRAL i FRAME �p �� Q FIN � SHOWN I EXT�OR FRAME � / SHOWN � �.� � -- -- - -- - - - - - � BUCK I % HEIGHT EXTERIOR r� --"-"" BUqC WIDTH ; ( C'.� � � OP�RABLE Wc�RI�O�lTA_L-�E�TI�N�-�{X�) ! `•, I. sASH '-� -- � j t (OX&XOX SIMILAR} � l � Q + � � I INSTALLAT70N NOTES: ! � � � 'I)SEE SHEET 1 FOR SPACING REQUIREMENTS. ! � n 2)SEE TABLE(S)ON SHEET2 FOR ANCHORAGE AND j p SUBSTRNTE REQUIREMENTS. ' �f j 3)MAX.SHIM THICKNESS TO 6E 1/4". i I� 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES � � FIXED ONLY AND MAY DIFFER TO MEET DESIGN ) � LITE REQUIREMENTS. ( I ❑a� 5)FIN ANDlOR FLANGE MAY BE REMOVED TO CREATE ! f ��� ` OT}IER FRAME NPES. ? � �L..._J�� J�—..__. � � _ FIN -- � � FRAME : ��_,___� SHOWN EXTERIOR ' INTEGRAL � FIN " i � INSTALI/1TIONTHROUGH � �� � ��1 t� FRAME , - ���-- THE FRAME,INTO METAL ��� �y�(y �/i f SHOWN �_ .____ EDGE D+TANCE �JAMSILL SIMI R�D g ±'`y'�t�����GENSe/I�F�Q��� ; -�± EMBEDMEMi � � � •_-,�� � '�' N�.58705 ' • � VINYL HR WINDOW FPA(NON-IMPACT) 0 12/13h4 = ��� _ . VERTICAL SECTION D—D o J-CHANNEL&INTEGRAL FIN FRAMES�m J ROSOWSKI �����j5 ' cu, .. {f —'_'— m > >= ' O S ATE F :$[I✓` ' ; CERT OFAUTH.#2B29fi ry pci i��s••FCORlO�;'.`G.; � 1070 7ECHNOLOGY DRIVE ��,S�OIVaL���� C p n �I l i l l� , N.V E N I C E,F L 3 4 Z 7 S '- i . : q.LYNN MILLER,P.E. f - (941)-480-1600 � HR-5410 ,� NTS � 4 OF 4 �z FPA-5410.0 r z p,E.p 58705 + � � �