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HomeMy WebLinkAbout17-18933 / CITY OF ZEPHYRHILLS ��\ 5335-8TH STREET ` ' (813)780-0020 18933 � � BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18933 Address: 5217 19TH ST Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-19800-0030 Improv. Cost: 14,549.00 OWNER INFORMATION Date Issued: 10/18/2017 Name: HATHAWAY ROBIN ANN Total Fees: 165.00 Address: 9387 JUNIOR AVE Amount Paid: 165.00 FOREST CITY, FL. 32703-1832 Date Paid: 10/18/2017 Phone: (407)818-2530 Work Desc: REPLACE 13 WINDOWS & FRENCH DOOR CONTRACTOR S APPLICATION FEES WEATHER TITE WINDOWS BUILDING FEE 165.00 /� � � f � 1 � � �:,�-��� �, , Ins e t' ns Re uired 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 improvements 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. a,c CC ��i"C_��5� ONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER . �� o ��ae�un '�*�rp r � City of Zephyrhills BUILDING PLAN REVIEV��COMMENTS ��1. � C � Contractor/Homeowner: Y Date Received: !- 2 � Site: �?� 7 /� � �� Permit Type: � � �i�'(�(/K/ ��(l�}�/�.Q�/�I�?. Approved w/no comments:❑ Approved w/the below comments:� Denied w/the below comments: ❑ 'This comment sheet shall be kept with the pernut and/or plans. '/ — ' (,G. LC liv��� Kalvin Switze 1 xaminer Date � Contr c r and/or Homeowner (Required when comments are present) 813-780-0020 Gity of Zephyrhills Permit Application Fa�t-813-780-0021 '� Bui4ding Department '���'�'d �'' � ������7 � Phom Cor�at 1br P�rmllNnp 819 908 _ O1 S1 � ! i f t ! / 1 1 J�S�7�-7 � ' � �.1 • • � t 1 1 1 1 TfTi'" �� OMm�N�m� R+obin HaU�away Own�r Phom Numwr (4ti7)816-2530 � owtsa's Adde+ns 9387 Juntor Ave Paras!Gity�FL 32703 Own�r Phon�ltumbar �� FN BhnpN Tlti�hold�r N�me �A � Own�r Phom Numbsr l � Fw�ShnpN Titbhold�rAddeps N!A J08ADDREdB 521719fhStreetZephyrhll�.FL33542 �� C� sU8DN1810N �� PARCEL IDa 11 26�21-0010-19$00-0030 {paTAltiED FROIE Pl�PERfYTAX MO�ICB} WORK PROP48ED e NEw OONSTR e ADD/ALT � SIGN C] C] DEMOLISH INSTALL REPAIR PROPO�ED tlSB Q SFR Q COMM Q O'TffER 8 C8 rn+e oF coNernucnow p a�ocic p Fw►M� p sr�. p DEatxtiP7sON oF wORK Reglace Same S�e:13 Windows and t Doar �D�v� P�1 C r 8!lILD�l3 812E' � � 8ti FOOT/1t�8� HEtONT � QBUILOING '�14,649 � VALUA710N OF TO7Al.CONS7RUCTION QEI.EC7RICAL �� AMP SERViCE Q PROORESS ENEROY Q W.RE.C. QAtUM81Nti (l�Yi� , ;,�r j jf�� '�j\".1 L �,..—i �,,a v QMECHANICAL � VALUA71pN OF MECHANICAL IN3TALI�TION pc�As Q ROOFINO Q SPECIAI.TY �] orH� FlNISHEQ FLOOR ELE1tA1iON8 ��� fLOOD ZONEAI2EA QYES NQ � BUil�t � Weeiher 7]te Windawa SIQiNA7URE RE018TE7t� Y/N F�CURREN ...�Y/N �� 2119 W Cotumbua Drhte Tampa,PL 336Q7 ��# CtiG151554i � El.�CTfi1C1AN � � CpMIPANY � � �IGINA7URE t�018�t� YI N t�cuRREK YIN Addnas Lltxroe#� � FLUTABER � � COt/PANY � SI!'l'�NA7URE itE013fIItID Y/N Fff CURREN Y/N Addlfis 1.lOanse#�� YECHIWICIW � � CQMPANY � � StQl+ilINRE J �4�8T� Y!N �cu�N YIN �aan.s uc�,se u � I OTHER � � COilPANY � � SIONAiURE �o�8rve�n Y/N r�cuaReH Y!N Jiddt�ss IdCertse#I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItlllllllllllllllll REEIDE4RUUIL AthtCh(2)Plot Piene;(2)aeta oT Bupdinp Plefle;(7)set a}Eneryy Forma:R�4W PecmR tor new oonehudton. Mlnimum ten j10)workinp daya etter aubmlNet date.Requtsed or�site.Conc6udiart PGaru.Sbomrarafer Pians wJ S�f Fm�e tnataibd, SenNarY FeeAitla�81 dumpater,Site Work Petmft ior qubmvtslonNivCs P�� COIAMERCUW AVach(2)oompleEa sete of BuOding Plerb plue a Ltfe 8afety Pege;(1)eet ct Energy Fomie.R-p-W Pemnit for new conaWdlon. Minlmum ten(1Q�wodclnp days eRer aubmittel date.Requhed�,Ccrnhuctlon Plar�.S6onttwetes Plens w!3�!F�ce lnetetled, SanNery FecB�taa 81 dum�er.S[te Wcrk Permtt fnr eii ne�v proJeatn.AII comme�ci�i teqatremerda muat mee#eanpl�ce SIQN PERMIT Attach(2)aeh oi Enpinemed Plenr. ' "'"PROPERTY BURVEY requtred for ail NEW conetruof�on. ' �.t_tzcit . . u . . tt � • c��_�4.� * • u..�� � , , ia . . � . . u � t . . � j . . . . , atnat�ons: FlO out epp�ratlon completely. Ownx 3 Contrec6or tipn beak of eppl�adon�noterized � H owr#'�l5q4.a ttotia�oi Camm�nasmen!ts nqn�ad. (ll,tC apger�das owr:TQBQj " Apent(for ifie�dor)or Pawer W/�Lcmey(hrr tl�e ownat�wouid be eomeone wllh notaHaed lettsr t�om awner eutlwrL2Jrre aame OVFR i1�COUNTER PFRMR71Nti (ocpy of cantrec!raquUed) Reroois N eh�gtee $swa�e Sesvlce Up�+¢dee A!G Feneea{FlotBurveY�Be} Drlv�wiqa-Not mrer CounEu if on�a wadweYe..neede ROW a�saao-0ozo City of Zephyrhills Permit Applioation Fax-813-780-0021 ' " Building Department i � � 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 IMPACT/UTILITIES 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"owner',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 commencement. 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 govemment agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. 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 District-Wells, Cypress Bayheads, Wetiand Areas, Altering Watercourses. - Army Corps of Engineers-Seawalis,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 fiil,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 specificaliy 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-1'O OBTAIN FINANCING,.CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. �'��- FLORIDA JURAT(F.S.117.03) �� OWNER OR A.G�1T__ G�CI� (�/up�'f' CONTRACTOR ' �S bscri rd�n bswom to � e b R re�M�his Subs b and sworn to r a�rrfeiJ)'before me t i c��= r__��m�3 S r'1 by N!rc ,aAE� �}�Ou.�tni,�lL Who is/are personal�r k1no�wn to me or has/have prodyced is/are personall know to me or has/have produced — as identification. _ as identification. �� Notary u ic �_ � Notary Public Cammi ion No. Commis on No. � Name of Nota ed r'n e o � :;=o��Ji:►:e�;c: SPENCER KAS� �,,. ,- MY COMMISSION#G 121021 ;=o:�"�°���;;, SPENCER KAS�� :��:o; _�, _ MY COMMISSION#G 121021 EXPIRES:Novembe�,2021 c" �':FaF F;°�'� Bon�ed Thru Notery Pubii�.(fideiwritera ;;���= EXPIRES:Novembe�-,2021 -- - - '%F�;„;°p�� BonCed Thru Natary PubUC UndervVritere � _ __ ...._,._._.__.. �_ _.__,_ .._ ..�..._._s_ �� - . . � WEATHER�Tite� ��19��'�'��umhus Drive•Tampe�Fluridn 33607 G����, (813)9tl8-013 t+(727)2R0•b029•(6U0)640-3161 PU RCNASE AGREEMENT D Q. I t� ccc�asissal THIS CoN'1'RACf mnde this�L,`� Uay of 1��� .20�_�y�md bctwccn tvead�erTire,(hemliwllcr rcfccrcd ta as"SeUet") anJ�lamc: Q41,Cl hV G��C lA}�t V AJdrwv; � � . C.ity: � � State; �� Zip: �. ��2 Email: [�f ��� n Primnry Yhone:- � �?�� .�-:) Secondary Phnnc: (hertlnnller rafeacd tv as"Buyer") Selier a�ucs to r,ell;and huyer ngrccs Ip buy,nll those muterinlz und laBor necessary�o install the smna ns set forih in the follos�inK S}�ccifica6ons and ln ucceirdnnce with tite 10m�s nnd Cnntlilions below and x�i�h a�prox imate nteasu�rnen�s xnd speciflc:tdons listiyl on Exhbit A and/or Exhibit H, � ���� s�e�.� � all �2 `�Lt�ti ��1,)�{�� ���.0 SPi I�'S c�ui�_'L.".'L' u �. �� � �u� . ,�l—C . l,t ' f �r1 ` �UC�� fn� ��Ci�'f �`t� l(t)A lf�lU;�II �I��C ���� �� i�c • '1 c�?�` �1.�'�r ��u� ��1l;xx;�nn t���S'ro����l �.� �.1 1 �.5�� �I l �C.t:. �'h��, _,s•� ,�f 1� � 1� �.r 1 . , -� _ , z�.e_._ N � o . � �t� o�� �}-1 P� � f,��.a ws '�- q� ra' P� � T �C ��LV._.� J Lo rC41 � � \ (C � n� Z��l�j��_��W C' � rF�rtb. �+'(b�. �� �n3�AIl � . 'c�'u0 S V. • _ � _ l�sstall'adion does not ir�clucle paintijrg anrUar staininb. Tlris price reJfe ts all trade-iras,.speciaLc,mtd discnunLs. TOTAL CASH PRICE S�1.��DOW'N PAY�iENT ANIO WT$�{/�UNPAID BALANCE S `f� AMO[JN1'FINANC�ll'�5 �`1'�"�-1 �'Svbfeci 10 cl�edlt approvnl and exi.stinp fnte�sl rates ti�itii vppmving f�xstilatfon. TF CR�DIT,NQ.OF MpNTHS�CRE[)11'C:ARD N CREDIT CAItD'I'Yl'E EXP.UP:CH IIlLL1NC}ZIP CV2 1.Aoy hnlder nfilii�rnnc�:r crcdit rnntraot is xuEjcce tn oll clsinta and Aefrnc�s ai�1cA ihc deMnr mulA eseen eg»in t�hc a.ilrr�f gond+nr�cn•ice.t nAulned pumuemturcm orwiN the�v000cds hpsof. Rarmay hcrcunder by thc debinrshxll not cxcced am�urttx paid by bc dctnor heJcnndcr.tirnuc af pa�nxnt di.sue�ancies m be dc�crtnined Iry Weethcr'[2ro\wndmve�ty. 1�,Buyer dprecr�d avcpt Jeliverv uf mmeinds uRur w�ice fnim Snllec ol'Ihe iastalla�wn dateAAec 5 days past�he dam of inst�Jlnriuo if 6uy�nl6ses lo occepl detieoq,a cLary�e of 2.59b pec xsek shtll be addrd m aa•s�nGe kc Ha ti�.i�,Sttl�r efu:l ror.-Fc IuLlx f vny Julaye avu+uJ h;wvr,riin;-n[ri1�oae nf G.�J,f�wry Jafr,ts�v mlmr cau�e be7ond'a�w�urol, �).Tlm ugreemrnt is for t6o Ixauit of;and sAell b:bizdmg epon,tho p+'u:s and lhclr eespectl��c heuv,succe�ors¢nd assi}Ts. d.Airye'rnndroriT�aSalleripihnkeinqniricintothnsormccnpnpr.indirinfamrdnn.incln�linybhniMllmBMW,pa�uinq,annniiuurepnnifromennsumnm{mrtingegenNa. S.My Ir_tull thrt reqidic.t seevke tv srn•iees diviag Iho timr nfinnsil3tim ttvst dned nnt a11tcC1he atrurural inteyTity of produc�+ir mW will bq w�nidered n wmpkle outnllm�d homeowrtcr rtpoer lo �uy 6�full N iime uf iusta�,All ae.�Ien.+.��ll Fe.e�w,teJ�o urtitu,sclicJul<J n��d co��plebd,xid�buy<r tmdersunJmp�hrt,ll p.ute a+r we(am m:d timr iq�rded�u nunu�etoring.Homenaver mq• o�Uh4uW m ymounl equaf te esti�MteJ cwl ef wneUlon Gom hnnl paymeal only.Paymenli roui�Td shall ba iiyplicd Orsl 1�inleccxl un all uulsNnJieg invoice5 ao9lhm to�he ptinNpal Bmnnnt n(die nu�n�anAtnRinvn�ce(�l-Crtclrmmrngnulnrayi�ucrcsnf�l Vav.PirnwulhlANT:UAL�FRLF.:ITACF.RATFnFIflti},mlu.aol�awi.�c�cqc6ed17Y.lew,'nal6eMlanccofanyurtpaidavounis.iC� Cusromer does noi mai:e Fayroa5t;Contraelnr d�s➢be enNtled to ieeov�r fmm Cuswmerili eusis at eolle�tlon Ineurred by Candnemr,inetudiap aumney'a fw.[osts,aod nycnse�.Cbllsctiun maltece may Lc pwotsxJ throu�fi litigaiu�n uc:¢bil�atiur.at dtc solo Jis�:�ifiw olCuntrnc�m�'flm fai]iirc uf Cmtuina ro mokc prupei puym<rtt tu Cu�Avactor w1Mi Jub sLatl ndi�lc CouunclJi,at{y dixrcUon,m y�spcnd 9II urork,eNlymrnls aiAlor uansntice�nln n�ll prSn,cm Is�naac oc hunh�c tLt��nvact, 6.A11 Dccd R¢snicmd Cmumm�iti.�,mi�d�u end�hom:ewnere ac�n:pdnn nicnixn muu aesia fn np�unvsl M'producis.My Ryuired a�p�nvnLs uc th:s�le rcs{a�nsiAl lhy of Ue h�nmvmc ?,Puyer is su:cly�axyuwbla for�uving Mniiurv�rcM.uriee und roplrcing blindv naJ�my':Jvlto sysfemsironrut:RMchcd lun�ry uptn'n�}{�Ln��wrk Is Fuing�xiAumeJ.Wea�6rrT4 tV��idOwn will not6o fi.vnNa1N mtro+dWc Wr tUm1gA a`Sud�hems,Amihurc,e.n�p/Cf flpn�5 or any Nher dema¢c Incurnvl bp Hu}�a,Ruy�a's hmie or propaty vclvtsavee 8.deth paMes e�ec Nn nny dlqwc arlsing imm O�is agrcamcM xhaU Ar kc�it prbnfc gnd cmtifidcm'vl and nnt filctbr recadod ia my pu6lia recrord'll:a UuyeruyRcer to k«p Ihis transaelion anE mry isavu ucixinp ltum�hie qsa�w.�iim pm•n�e and'm>�lo dGze�,puhlish m d�sv.nnim�r Yn=•infam,xtiou wi�6om p�iur wciueo wace�n oFWeatlierliie Wtndows.Adispute edsine 5om IULs cantraa chalt be F.en�d by m:rzbi�ntor ngrcal m by bo�h pinies and paiJ fur vlely by�he Bu�cr 2 Shnuld f.ontr�etnremploS�ettonwy to Inntltutc Ilqgatien nrarblveUon to rnt�!cs nny nTth�pmris8mh hercoC N Pmlect Itv intersi fn onymattcr uriaiqqoot ofor}elmed lo IhisA}¢eemm4 ContrsclW clmll be��Hkd�u rccova from t�e Cusmsier all of i�s utWrney i fe;a und cu�s+expnne�incuved ihne�0.iu�4mling ntto�hty i fi?c>��J ca:Wea�iennen Inouned n medletlon,edmin[stratnro,app:lIDte ar lnnkNJ�ey�tnttcd'mRc. lU:l'he wte aceptlnn w bin�img,utiltrattan sfia!1 be fm nompaymrn4 in wM1ich aiaa NEaiherTis at ii iude di,.mvi�m m��rc.qrnui a�Mlr..rinn m�y otlicr mcane allmued by Ixw. I I.Miy aM ell bw�uM��rlYs w�ll hc chaigcd o Imnurd eAceli 4c nT530 or�he maxtmum ammmt allawed b"y sa•,should i wmmct h5ve to go w edl�ailom buyv"shull yr.y Iwo durca Uie<oAe�n fce faeemd and ony tegal or ofM1cr fus 1ncu:red tiy Wm�ha'6te. 12.W<ather�I ito iv nul respun8361r i�or rdwles,las c�eJile and+ur uny ulhar 3nl p.CIY p�OiTamR+ine.n:iv y. 13.ShnulA K'tah✓iSle WlnMws ruu rettive!fdl yytnrn�nT�he ahnr•e eootmet amount l'ar ony rc¢:an,Ir.clading agreed npvn rodr;Iiuns irt the wntract anounl,vvr w�:roruy frpm WWhsr TI�e Windnu� shu116e null ai:��nld,yournny waoumg sha:{bo LReminimum 1)•ouru�ayuircd by lax�xheie upyliuble. I4.Cbo�ranur dlxluinn.dl IiabiHty fur ull�iuinu unJa�ihie aontma�and+ar n•mrauty,Jispnlca^,righcs;I�xua,dsm�e�csusss nf actlen otconvoecr.slca(•'Clsims'7 pert4lnfng to'Mold,yrovnA uCmuld. mlldav,.fenpi,�ctet4 ar an�•nrganlsm on a�ry swfoec of ttie winduw.doar.or s�r�yure fwha�he"r uu iha eapoo�nl c+r unapased a,RGc�c).i.¢IuJiny f.laiine uriting out ne n:lriinp l��e ArMla4 iemwnl.�ispvs+f.w rzraaJint�n af any o�dia nhove,��7+r.iherihfuc f.InGna ar&e In law,cquity.cantmc�asramy,t�ut,or ledeml�c 3tote stamioy daims.am!wlxaSr�Uuse Cluim�me b�i�eil vi�U�c ae�n nr oinL�nimn nfCoauar.er nr Indh•iduals or er�tltlm undcr L'anvxcwr's concul.'[ne L'uswmer is solely liubb am!nsyuns�bla fot ofl daurages,w6tNfH;�<iWi!oretiaucqventlaf,ceuscd hy eny ofthc abu.�u anJ incmed by Gtisivniar.Cwrtraeter oc.third Nmies, 13.C:anlnicuvatullnnthe:apna�Ihlc,fnrWdhlrnutccsu:equlrrdduc�aJiccnlFlcncoafutUlticcnrei;mvlatien.lekriurmeJslrucUrteorudicrsubeurfimoorleumaaMuiannyca2nadtscmcalin x:iti�to Cunaac�oc ShoaW aoacealeJ or unYnoan amditiimi ioi:•n d+is�inK siniauro h.c vaHsnn;whh eonAhlom�(ndlcsted la fn.dexcriptlen�Ytlic wmlr ro 6c perFemied fiuni thase wdlnsity an�ounkrcJ or.d ganiolly mvy;niznl�as i�J�ercm te�Huk Mthc rhamcuY prwl2c�i fnrin tliie Agicrm�L ll�e A�eemrnt prico shWl be equitubly v{�ustn!upen notice dietwf frum�Re ConlraGor w Ilre LUsromcr, 16.Conlreelmand Cmmm2ra$cc to nlloca�e ceMia of the�i:lcs eu�6u�tu Ikro fulWst o�wni pamh�M lw lat�Cnm�actnr r L�v1 epgrcgnu Ilsbfliry m Cu4omcr is linumd m tLe dnitar mm�wu of Ihe A�+j��r.roaJ(orn�ry;ud n11 iujUri�.,dn�nnp,eF,dninu,exM+ues ot cleim emenses Ineludlos onnm�s'fces,msu u�d alFcnxa adeing out of m nlmin5��hts Aynecmcut re�udless of whe�her it is buscil In waqnnry,Nn,enatrwt,svkl L1nUSIRy,negligrneq am�u,umisswns,�fmm aoy a1lmr.cuUYr ur atoxs, 17.8uµpm.isinn nf lhe A��n�rl uh�dl 6u wn.trueJ n,t if bu1L pidit.nm��y�lly�rxReA ILL�AP�cement.ita p�rn��elau of�hie Agmcmim.(or Jro applin:Ion oflq iR IsW t+Y e eoun o:ubi�raror to Ue Ir.+�tlid or unrnl'orcea6ls,thw,pcvrlslon w111 be doemevf nepvuble fnm J�a romain��g pr�rvisium.:f ILe Ag.u:nu•m.w11 Ix mf.xmupm�rec3 pi thn eatun i6a�u it.alid anJ rnCwceabl�,xnel will ruA all'al the�vGdily w�inlsryrctulion uf fu mh.r pro••7ni�n�or We appliemim of that prnvtcl�m ao a�:crwn or eimume�eneo:a whleh it is'coftd md enfnrceabla Headingz ere To7 en.tven[enro nalyend dn rpi a(1a�1 fnlmrclntivn.Yhu Agnr��am ronuJa�W ovirc oRnemnfl of ihc�aHla nn�nupnscda aoy p'cvlous nr contem�nrenenut xgcunnu;nndcenartduig,nr 7quncNNleo,Oml o�wrltten�by the y�utia,Alt UoccmentuuAibtic reh�rcd la in tMs Agcaemenl ero u1 int yml pazl uf InrAynKmer.l snd uee incuryonlecS by nl'eicnee. IIUYC•R ACKVOV.'LL•UG�S RL•CL•IPT OP AN&�CL•CUTL•O COM'OP 7'[AS AGRP�MLNT.Dli1'L•R HERLBY AQREES iQ THE 7ERA1S AN D GONUITIONS OF 7'HI$ORUEk. BUY.EBACK�ION'LEDGES?HE'Rti(.'EfPI'UFA�17tUh;CQPYUF9N15C:, ACI'.E�15C:Lt�'CptES'1'ATEMENT,WARRANTIE5,4UAItAV7EES,\QTICEOF�RECISIONOR NGTICE OP C.4A'CEI.L.41'ION: � .�s ) AT:L CO,JV lI.�.TF,CT TO AFFIf;S At'P tiA.. �F,RTI R ti'17N b$,q.DiVISIC)11 OF Ani.i,ANIDER F.XTF.RIORS,7NC. r' . \ � � � BUYER � �- � r � BY: Bl1YL•R SS# BUYER'S RIGHT.TO CANCEL 1'OU,THE BUYER��tAV CaNCGLTEt15 T[tANSACTIO\ATAVY.T[DIG PRL�RTO�91OhiCiiT OTTIIE 7AIRi)kUSIVF.SS 17wV AF"It:H 1'IIE DATB UP'PH1S TRANSA4TIOK.CANCF.[,I,ATION IIY711E BUY6R Af'I'ER TIIE RfGI1T Tn RESCIYD HAS'PASSED,SHAI.L BF.D6iL\t£D A M1TATF.RiALBRF.ACH OFTHIS �AGRFM:MF:IC'C pIYU$:�T1.1'LES'fHF.CONTRpCI'OkS 70 AADfACES EQUAL TO(SO%)F1FTY YENC�NT OF THE ACREEU COrTRAC'1'AMOUN'f. Ubt�lUullmn�VhI1e:Ul6ir �HWn:buvee I7o4:llu�v R'1�OOt0.\IId/14 /, ��t��i��i��i i�i���i��i�ii�i i�iii���i����ii��i����ii�ti���ii� y � ���������� �zo�t: is�2��.o R��: i�.na � ns: n.00 xT: a.aa PermitNumbsr � Og/Q5f201F eE�ecording Parcei ID Number t(-2.�4-2►-t3(�1 Q-1 q��'(�� r11�Q T� C'r� {� � C t?M M � N C E M E N T PAULA S,4'hlE1L,Pri,D,PASGO�CLERFt�C4MPTRaLl.ER State af �lo�ida 09j05,�2019 n�t:�.s � i Q� x County of����._.___._----, aR �� ���� P� �$�i�i TN�UNDERSIGNED hereby giues no#ice that improvernents will bs made io cedain real property,an�iR accordar�ce w3th Sectian 713,13�f the Flonda StaUttes,the fa{lowing information is prov�ded it�this N4TtCE Q�CQMt��NCEMENT. 1.Description af property(legal desaription}: �,-��j-�,�-(}(}1 Q�1'��(�"dvt� aJ street{jr�b}Address: �� �q,t�'► ��Q{,�}��,�,45,FL 3�'�2 2.Gestera!tlescriptEort o#lmprt�vemeMs: Reptace Size Ior 5iz Windows a�--�pQ� 3.Ownsrinformativn or Lessee intarmatlon if#he Lessae cantraetec!#arthe improvement; a)Name and addr�ss: {�i0bt�'� �t1t�:l�,XX `�2.1� ������E��.�`C�'��"1'�il��,�.f���'�L �}Name and 2ddress of fee simAle tiUehaider{if�rent fhan Owrtsr listed at�ove} c)lnterest in property: ��8� 4.Cantracto�Ir�formafian a�t�ame ar���ddress: Weether Tite Windows 2179 W.Columbus Dr.7ampa,Ft.33&07 b)Teiephatte No: Bi3-908-0131 Fax No.:(optionai} �313-9D8-0134 �.Surety{if appliqhte,a�opy of the payment bond Es affached) ' ay Natne and address: ��A b}�elephone No.: c�Amount of Bond: � 6.�ettQer a}Name and address: Nta b}Telephon�Na: ?.Fe�sor�s within the State of Fiorida designated by Qwner upon whom natices or ather dacuments may be served as provided by Section 713.13(i}(a}7.,Florida Sfatufes; . a}Name and address: N�� b)7elephone N�:. Fax No,:(optionai) B.a,Fn addifion ta himself or herself,Owner designates of to receive a copy af the Lieno�s Natice as prnvided in Section 713.13(1)(�7,Florida 5tafutes. b}Phone f�umber o#Persan t�r enti#y designafed by Owner: NIA 9.�xpirati4n date of natice of com►net�cement�lhe expiratian date may noi be before the cExt�pletian t�i cqnstrucfion and�nal paym�nt fo the cs�nlractor,kut wil!bs 1 year frar�the date oi recording oniess a differenf date is specifiea�: ��� WARHfNG 7Q OWNER: A�tY PAYt�EN7S �tAdE BY THE dWNER AFTER THE EXPIiiATION 4F TNE NQTlCE QF�OMM�NC�MENT A4tE COtUSfUEE�ED ihtPROPER PAYMENTS t�NDER GHAPTER T13,PARY i,SECTIRN T13.13,FLORJDA 51'ATU7ES,AND GAN RESULT iN YQUR PAYItdG TWIC�F�}R lI�PROVE�tENT5 TO YOUR P�34PERTY.A NOTICE OF COMN�E�lCE�4ENT MUST e�RECORDED ANR ROSTED ON THE JOB SITE BEFURE THE FIRST fNSPECTION. IF YQU fN7END Ttl bBTAIN FlNA�1GINC, Gt3NSUli'WiTH YOUR �.ENDER t3R AM A7TqRNEY B �COMMENGlNG WQ 4R RECQltOlNG YQt1ft f�DTiCE t?F COMMENCEMENT. Under p alt f p ' ry,!de�! r that I ad itte Fore fling notice af commencement and that the(acts stated therei re true ta the bes(of r�y krt4wle �. . . � � � �G� ���� � {5ignatu f ,see,ar ner's Less 's{AulhorizedOthcer@irectod�drtsierlManaqer} (FrintNarreandPtgvideS3gnatarysTitiel0�ice) 7he foregoing instrument tvas ac nowlad�ed before me this ,�� day at ��,,�� ,2p�'7 b� ��j"j�'y }�a'�'"tQ,�(�� aS ���}Q1("" iype af autFiariiy,c.g,of5ce�,truscee,atlorney�n tact) fQ�' �VeatherTito V4tindaws ,aS Contractor (Name of Persan) {t}�aw a ait ..�e .of6cer,trnstee,attarney in tact} foi' ��,i�� ��'�,� (name ot part�r an beh m' st ent s executed). Pers�nally Known ❑ �r duced!D ✓� - Type of JD Q�. Notary Signature Print name �r y,�,,, �iCdt���i l ��n ��������= Cnmmiss 4n#GG121952 '� �"`= Explres:,tuly 6,2021 ' '"'',�,,c�,i„��,�''' Sonded thnt I��fiOR hi�i?ary Plan Review Windows & Doors 1) Need manufacturing installation specifications. 2) Must meet sections R308 and R612 of the 5th Edition F.B.C. 3) If windows are to be installed inside the historical district,they will need to be approved by the historical committee. 4) No other work shall be permitted (framing, plumbing, and mechanical) unless otherwise specified. 5) This is for replacement (glass for glass) only. If you wish to change from screen or vinyl windows to glass, then additional information is required. 6) All windows to wall connections shall be left visible for inspection. 7) All labeling and stickers shall remain on windows until final inspection. S) No work shall start without permit first. 1 ' � �EP��GE S.4Mt' s t2�� �o.v- lMP�4CT.� v�+; ather Tite Me�sur� Sketch Sheet `��3 wjj�j� — / �— � �J�uf3�-c2 r��. �ustomer Name/Number ��``?� �>������� FL Product Approval /S�- �3 � 17. 7 ������, ��35 s _xposure � Size for Size Replaceme : Yes f�o r , , � ���E,� ���� � (f� � �2/��7 G!?Y O� Z,�PKYF�I��LI.� �- b �,�°5 �5�� ,, PLAt�S `' Al�iN�F� a� � � n�� ��� ,;. y �. �va �`4 , �,,,�" ;.� z� �� 1� � 1° `1- y �. �- ,r �a%'\ ,, �' ' �2 Y�c���� �� s��f �� 1� s� �J\ �� '� h�'� `L�f�� Z�s � . t `,;, � n� �65 x' �.-,, . , ' r� • 10 '� � �i �� � ��'U� s �''�� � �i� !Y �. aRK SHPaI.�.CdL P�G C�D�,��I�+ILIN 3 'y' S� �- �s ��o��FLORIDA BU C'j�`���� l -°'� :;j 44 F5f�4 4 �L�Ci����CODE� � � ox .o� 1�:' idATIOtL�t'�L `,�' �? • �z , `°,= 5� AND`THE CI��F ZEPI�#YYRHi�,I.� . , ..� %� �a,, , 7 � �N'"' � /ORDINANCES , G� t�,�w �2, ,a�,r�.: .X S � � �3 7 , . , � . . sr�`� � ��,� . �r ;� ��"''au 35�,$'�'iG � ts4�lla s �-,�,,,� ��� z� � z� ' ' � ,�a Z�� I x,wsoo �`✓w" �' , t.t-�� �0 S � ��3 7 7 �� �� � � �,,,�-�I � ;�� 3� �� X .� �z �a d o:X �jC�n � � � � 5 I �X `�� . 2�� � � �D��y,� �,� � �� � � i � �n..r.... � _ :,. , - ������ - Il �1� s r , B i e ' 1 A �a�".y 1 z-aae�i ��.. BCIS Home � Log In � User Registratlon � HoS Topf6 � Submlt Surcharge � Stats&Facts � Publ(cations � FBC Staff � BCIS Site Map '� Links � Search � Florida M � �� ;a'�Product Approval USER:Public U5er 1�R2'GA(AUt�.� f.f 7S2fdl.'pM1tIIi Produc[Aooroval Menu>Product orAoolication Search>qoolicatlon List>AppOcation Detail . „ .� FL# FL15213-R2 Application Type Revision Code Version 2014 Application Status Approved Comments II Archived L I � Product Manufacturer Plastpro Inc./Nanya Plastics Corp. I Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)469-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature - Vlvian Wright Hckw@rwbldgconsuRants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century BNd. Los Angeles, CA 40045 (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 ronoco s pro.com Category Exterior poors Subcategory Swinging Exterior poor Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ��� Evaluatfon Report- Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schrrudt, P.E. i Evaluation Report Florida License PE-43409 � Quality Assurence Entity National Accreditation and Management Institute Qualfty Assurance Contract Expiratlon Date 12/31/2018 � Validated By Ryan J. bng, P.E. �'—� Validation Checklist- Hardcopy Received Certiffcate of Independence FL15213 R2 COI CERTIFICATE of INDEPENDENCE.�df Referenced Standard and Year(of Standard) Standard Year S01/I.S.2 1997 101/I.S,2/NAFS 2002 AAMA/W DMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2D02 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By � I _ 1. � e Sections from the Code . , , , Product Approval Method Method 1 Option D ; Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval OS/07/2015 Date Approved , 06/23/2015 Summary of Products Go to Page � � � � Page 1/2� � FL# Model,Number or Name Description 15213.1 a. Smooth/Wood Grein/White Wood 6'8"Impact"Opaque Fiberglass Single Door- Inswing/Outswing (X Grain/Rustic/Mahogany Series -Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No � FL15213 R2 II Inst 15213.1.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 15213.1 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.i.�df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.2 b. Smooth/Wood Grein/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite utilizing Grain/Rustic/Mahogany Series "Snap Frame"Glazing- Inswing/Outswing (OX or XO- Fiberglass Door Configurations) Limits of Use Installation instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.2.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 15213.2 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.2.odf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15213.3 c. Srrpoth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites utilizing Gra(n/Rustic/Mahogany Series "Snap Frame"Glazing- Inswing/Outswing(OXO-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.3.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 15213.3 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.3.pdf additional use Ilmitations, installation instructions and product Created by Independent Thfrd Party:Yes particulars. 15213.4 d. Smooth/Wood Grain/White Wood b'8"Ir�act"Opaque Fiberglass Single Door with Sidelite utilizing G2inJRustic/Mahogany Series "Lip Lite"Glazing- Inswing/Outswing(OX or XO- Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 RZ II Inst 15213.4.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 15213.4 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.4.�df additional use limitations, installation.instructions and product Created by Independent Third Party:Yes particulars. 15213.5 e. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites utilizing Grain/Rustic/Mahogany Series "Lip Lite"Glazing - Inswing/Outswing(OXO- Configuration) Fiberglass Door Limits of Use L�stailation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.S.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by,Independent Thfrd Party:Yes Design Pressure:N/A Evaluation Reports Other: See INST 15213.5 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.S.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15213.6 f. Smooth/Wood Grain/White Wood 6'8"ImpacY'Opaque Fiberglass Double Door-Inswing/Outswing Grain/Rustic/Mahogany Series (XX - Configuration) �— - Fiberglass Door . , � Limits of Use Installation Instructions ' Approved for use in HVHZ: No FL15213 R2 II Inst 15213.6.odf Approved for use outside HVHZ;Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Thfrd Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.6 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.6.�df additional use limitations, installation instructfons and product Created by Independent Thfrd Party: Yes particulars. 15213.7 g. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with Sfdelites utilizing Grain/Rustic/Mahogany Series "Snap Frame"Glazing- Inswing/Outswing(OXXO-Configuration) Fiberglass Door � Limits of Use installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.7.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 15213.7 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes pa rticu lars. 15213.8 h. Smooth/Wood Grain/White Wood 6'8"ImpacY'Opaque Fiberglass Double Door with Sidelites utilizing Grain/Rustic/Mahogany Series "Lip Lite"Glazing- Inswing/Outswing (OXXO- Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R? II Inst 15213.8.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 15213.8 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.S.odf additional use limftations, installation instructfons and product Created by Independent Thfrd Party:Yes particulars. 15213.9 i. Smooth/Wood Grain/White Wood 6'8"Non-Irrq�acY'Glazed Fiberglass Single Door utilizing"Snap Grein/Rustic/Mahogany Series Frame"Glazing- Inswing/Outswing (X- Configuratfon) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.9.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 15213.9 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.9.odf additional use limftations, installation instructfons and product Created by Independent Third Patty:Yes particulars. 15213.10 j. Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Sfngle Door wlth Sidelite Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing- Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15Z13 R2 II Inst 15213.10.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 15213.10 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.10.odf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15213.11 k. Smooth/Wood Grain/White Wood 6'8"Non-Irr�pact"Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing- Inswing/Outswing (OXO- Fiberglass Door Conflguration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 RZ II Inst 15213.1i.�df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Part.y:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.11 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.11.�df additional use Ifmftations, i�stallation instructfons and product Created by Independent Third Party:Yes particulars. � 15213.12 I. Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door utilizing"Snap Grain/Rustic/Mahogany Series N Frame"Glazing- Inswing/Outswing (XX -Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.12.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 15213.12 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.12.�df additional use Iimttatlons, installaEion instructions and product Created by Independent Third Party: Yes particulars. ` � , 15213.13 m. Smooth/Wood Grain/White Wood 6'8"Non-ImpacY'Glazed Fiberglass Double Door with Sidelites Grein/Rustic/Mahogany Series N utilizing "Snap Freme"Glazing- Inswing/Out�w(ng (OxXO- • Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVH2: No FL15213 R2 II Inst 15213.13.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 15213.13 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.13.odf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15213.14 n. Smooth/Wood Grain/White Wood 6'8"Non-Ir�act"Glazed Fiberglass Single Door utflizing"Lip Lite" Grain/Rustic/Mahogany Series N Glazing - Inswing/Outswing (X- Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.14.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 15213.14 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.14.�df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.15 0. Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing"Lip Lite"Glazing- Inswing/Outswing (OX or XO- Fiberglass Door Configurations) Limits of Use Instaliation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.15.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Thfrd Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.15 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.15.odf additional use Ifmftations, installation instructions and product Created by Independent Thfrd Party:Yes particulars. 15213.16 p. Smooth/Wood Grain/White Wood 6'8"Non-ImpacY'Glazed Fiberglass Single Door with Sidelites Grein/Rustic/Mahogany Series N utilizing"Lip Lite"Glazing- Inswing/Outswing (OXO- • Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.16.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 Evaluation Reports Oth • T 15213.16 for Design Pressure Ratings,an FL15213 RZ AE Eval 15213.16.pdf ditional use limitations, installation instructions and product ted by Independent Third Party:Yes particulars. 15213.17 q. Smooth/Wood Grain/White Wood 6'8"Non-Impa "Glazed Fiberglass Double Door utilizing��Lip Lite" ' Grain/Rustic/Mahogany Series N Glazing - Inswi g/Outswing(XX- Configu2tion) Fiberglass Door Limits of Use Insta on Instructions ed for use in HVHZ: No Inst 15213.17.�df Approved for u -- Verified By: Lyndon F. Schmidt, P.E.43409 Impact R+esistant: No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.17 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.17.�df additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15213.18 r. Smooth/Wood Grain/White Wood b'8"Non-Impact"Glazed Fiberglass Double Door with Sidelites G21n/Rustic/Mahogany Series N utilizing"Lip Lite"Glazing- Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.18.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Thfrd Party:Yes Design Pressure:N/A Evaluation Reports Other:INST 15213.18 for Design Pressure Ratings,any additional FL15213 R2 AE Eval 15213.18.pdf use limitations, installation instructions and product particulars. Created by Independent Third Party:Yes 15213.19 s. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door- Inswing/Outswing (X Grain/Rustic/Mahogany Series N -Configurat(on) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.19.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Thlyd Party:Yes Design Pressure: N/A Evaluation Reports Other:INST 15213.19 for Design Pressure Ratings, any additional FL15213 RZ AE Eval 15213.19.pdf use limitations, installation Instructions and product particulars. Created by Independent Third Party:Yes 15213.20 t. Smooth/Wood Grein/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite utilizing , , Grain/Rustic/Mahogany Series N �"Snap Frame"Glazing- Inswing/Outswing(OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.20.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P,E.43409 Impact Resistant:Yes Created by Independent Thfrd Party:Yes Design Pressure: N/A Evaluation Reports Other:INST 15213.20 for Design Pressure Ratings, any additional FL15213 R2 AE Eva1�15213.20.�df use lirr�tations, installation instructions and product particulars. Created by Independent Thfrd Party:Yes Go to Page I_� � � � Page 1/2 1� i� Back Next � Contact Us::2601 Blair 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 Statement Refund SWtement Under Florida law,em'ail addresses are publtc records.If you do not u�ent youre-mail address released in response[o a public-records request,do not send electronic mall to thts enfity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850,487,1395,'Pursuan[to Sectton 455.275(1),Florida Statutes,effective October 1,2012,Iicensees Iicensed under Chapter 455,RS.must provtde the Department�vith an email address if they have one.The emalls provided may be used for official communlcatlon with the licensee.However email addresses are public record.If you do not v.ish to suppiy a personal address,please provide the�epartment vdth an email address which can be made available to the pu611c.To detertnine if you are a licensee under Chapter 455,F.S.,please click here. Product ApprovalAccepts: � � � eCheck � Credit Card Safe .,`'`�a`, ..*._ �'�,o'--� �, � � St rU �°:�� � ��� M � � �Z�� � n�j~U� _ :U;� �* �C B'¢=� ^� � 5200 W. CENTURY BL VD. �°�� Z �•'o:� ;� LDS ANGELES, CA 90Q45 %,V�'•�• . ��` �;m� N� �'' '-.. ...• ``� N p ,''�Il�* Ij��., Un�Z `� x °d Smooth / Wood Grain/ Whife Wood Grain �a.00��MAX.OVERALLFRMhEW(DTH �g Lo ���W Rusfic/Mahogany N a �� m d a� Series N FiberglQss Door E oZ � 1NSWfNG/OUTSWffJG � �a � "NON-(MPAGT' " z� c�o v�z {t p JQ Z � z4 ZW 4 z ^y Z S .���>'1¢c� m � ��m��ni n �� � � '' � U' aq a "�C � GENERALNOTES w = � L� �y � 1. Th1s product has been evatuated and is in comp�ance wilh fhe 5th Edition{2014J Florida Buldir.g � � /� � X s I � �a Code[FBC]struetural requuemenfs excluding the"High Velocity Hurticane Zone"(HVHZJ. Q � � � a � � � �m � 2 Product bnchars shqll be as fsted and spaced as shown on details.Anchor em6edment to base o � e materiai shall bebeyond wall dressing orsiucco. � 3 � � � `e' � 3. When used in areos requiring wind borne debris protection this product is required to be ,� oprotected with an impact resistant covering thot complies wilh Seciion 1609.1.2 of the FBC. � � N �' z � 4. Fof 7x stud framing consiruction,ancharing of these units sha�be the same as�hot shown tor 2x I � w � buck masonry construciion, I � � � 5. Site condi6ons that deviafe from the detaiis of ihis drawing require furfher engine�ing anotysis by � � � a ficensed engineerorregistered architecf. i � � 6 4 O 6 � I � rae�o�corv�Nrs � - � SNEEI# OESCRlF(fON N Q i a� � 9 1 Typical elevation.design P�essu�es,8�general nates �...... . . . . . ... . 0 9 s ;.°:;�!O.VF6AiC:,.: :�.�•":D�?Og?.- ;il)ESIG'N:ARESSf1R�RS't – 2 �oorpaneldetails ic.'.,G1,ASS.,..,:.:�:�'r'.:>:t:::::::..;._;:f �.: Fo 0 � ;`";'sl�(lN:G;`'.::;`...:FR:dME'�:"'`. ;� ::D:G�;.., Z � z 3 Horizontalcrosssections , �� ,,. 71!PE:..::::.............:;... .,. ....., z – - � ;'r'•.�17fMENS[d1J.<i;�:fjI1fAENSION,:�;'�:;,::<t::;.•;:: :':;POSITIVEr,.,: NEGA7IVE- on�:02 i6 42 i 4 Verticat crass sectians `�'' '-'--�• - / / � 5 euck and frame anchoring-7X buck masonry conslruclion ' sc� I�f.T.S. ° INSWING �a.ao^x a2.oa� z�.00°x ss.00° +47.0 -47.0 S 6 Ftameanchorirtq-1Xtrrckmasonrycoruhuctlan GI owc.er: JK m • 7 Fildvra whagal details QUTSWING 74.�0"x 80.5d" 21.00"x b3.00" t�Q,Q •$Q,Q `�'K's`� `F' ''- a 8 BID of motaiots,gl�in6 defa�&componen�s DRAWING V2• � – fL-752t3.77 N a sx�r P :x 8 N C — — � rc qq .``��``` # '����'. G7 INTERIOR 55 41 ��Q��::.' . �j�va�� ° � _r'�' o p.j�n =C�;� � * g'�`z�'n o; m 42 %f A�7 Z rc',:p rn o ai � �. _ : .' �'�j,� ,-�GJ`�°c�� �._o:.:°. `� � '�����'�n„�n►`�``` o M m Z " ' ' m U N•: y � � Z �Z U 46 41 u`y ato 9m�W 36.00'MAX. 47 IXTERIOR �� a '"� 'm a uL.� DOOR g �; . � PANEL WIDTH �Z 21 ap„�. 2 HORIZONTAL CROSS SEC710N 46 Q Ta � o.�.o.wioni 2 � 0.9� r_ � ,��. � - J 1 S9" ,.:' :.'t � _ 1.59" ...: :.:•. :...� � -`1� � � � . .......:..::. z _ o 0 1 0 F � � " :, �N J � A // o � 55 �"w a N �- / � � � •Y`��..- �- am� O 9 fl 42 iOP RAIL ,� (qiCH 8 HlNGE ST1LE REINFORCEMEM WOOD �BOiTOM RAIL ' � �o 0 _ � CellularPVC `J Woodreinforcement � Farlock 45 Ce�ulorPVC -' �I � � c� INTERIOR EXTERIOR a a w a = � �.��' � o � � X 'm a op p o 1 ' • � � Z f - '� GLAZING COMPOUND � � � , _. . m ' '"� � a. �; ...' � ,� � 0.5'GLASS GLA S � � � ai / � : � BITE THK. G� o 0 0, .o / � �< :-:� � / � ..,.�.., :.� � � n � ..... ,.;c . ....:� � " � ".. ,. PERED ,.t;r:.:: � � � �_...r.i..:..:: S - , .. .... . 1/S"TEM z W � �ZNINGE 8 LATCH STIIE GLAS � � � CellularPVC - �-AIRSPACE 4� � � � 46 � � � OPTIONAL � a DECORATIVE INSERT � � ¢' r " D 1,�- AIRSPACE � _ � �=r�::.';it`� �n m a 1/8"TEMPERED �F Q �`0 40 DOORPANEL GLASS � �o � Z GLAZING SPACER � �o 0 z o Z #Sxl-1!Z°PFH un�:02/76/12 i � 11P LRE ODUWFSTERN REFLECTIONS HP �1 VERTICAL CROSS SECTION 5�` N.T.S. � � owc.ar: JK m GLAZlNG DETAIL 2 a C+1 cxK.ar: LFS 3 oxavnNc No: � � N � FL-75293.17 0 L SMEEf �I OF B _fa a � � 1-1/4"MIN. ```���� * ��i���' _ 1 2 .,�: •" . �J 4 4 EMB.(fYP.] :Q. � �� � 'g;�, � �'�� z, zo �. a � A =�'� � �c �;a=��n• � °' ° 'N�;y z F:�O� o m �V' 'S,i`� �=oin /// //� J P �'.��•�''••-_.....• '��4`��` N>M� i i po i��','r'II P`�``` o°n�i 18 p m U N•: o�a � 3 8 7 a� SNg 9moa 3 � 0 3 IMERIOR qp o \� `�a a 'm a a� 2 ��`� " � X 3 ' o x 4 v E oZ 3 p �+ c I.I � o° ,�a / 17 / v Z ��� ��� v°� � w � � IXfERIOR 10� H ?o y 11 ��' �' -�'n 'r � 9 E ��g � � a D �41 HORIZOMAi CROSS SECTION 4 m� z � 3 4 ��Shownw/1Xsub-buck � �� n�i o � 1-1/4"MIN. 4 4 $ � _ EMB.(TYP.J 1-1/4"MIN. a a EMB_(iYP.� NOTE �m e a � C p�s 1.As noted in fhe test report asfragal was attached ��� C � � C'SINK to the inactive leaf with{10J#8 x 3"psh sms and C51NK °° � � � ��p,� (4)#10 x 2-1l2 pfh sms for all 6'-8"(ouhwing). (J�.P�� � � ' a < Asiragal was attached to the fnactive leaf wiih � 2� 2� (9)#8 x 3"psh sms and(4J#10 x 2-t/2"pfh sms 2� 2� ° �'� � � D Q for all 6'-8"(inswingJ. � Z � se W O / a � a � 65 ao a � ° � � _ 40 INTERIOR INTERIOR � � � 40 40 a _ o ¢ � . e � i ` • ^ m � � ,e W ~ a � a D.Q NQ IaJ- �O � > o m o a = Z � a a �Z o z ° � ��:02/16 72 z 10 EXTERIOR see EXTERIOR 1� � K 11 � 27 M NOTE 1 � 11 K �� sr�: N.rs. ° � B 9 2 9 B o+�.�: dx m 'S cwc en LFS 3 a E 1 HpR1IONTAL CROSS SECiION 2 HORIZOMAL CROSS SECT►ON 3�HORIZONTAL CROSS SECiION E oruwwc mo.: � — 3 Outswing shown-fnswing 3 Ouhwing shovm-fnsving 3 Outswing shown-inswing FL-15213.17 N also approved also approved also approved N _ SHEET 3 OF B � u !. C J R\Clients\Wastpro,Inc PERMANENlf�Florlda Product Approvals\FL-15213\C-Drawings\Current�FL-15213.12-1B.dwg 4.17 1-1/4"MIN. EMB.(lYP.) � XTm -�Rx11 0 > o o '��' '��" p A W AW ' a � A� � 0 � A �C � �m 6 V ��T �o � �'a . v v�n < , � � �� � °-f� � ' � ,� =o 0 0 �y v .y V� y �� Q o � �.� ° e A � � OD V Z � V OD � � Q d � A e �a o � � " v p O e d �o� „Wa �.�Jr� C'SINK e ' ° m . (TYP�) a r— a a� . 1-1/4"MIN. EMB.(TYP.) 1-1/4"MIN. EMB.(TYP.) m �'i Ya..' a a � � > "' o ° v � om p a �� � < ° �ae, T X� . v �� e o ,�Q e. Qy .P A � n y p � �N C o • o N � > �.� ° o a co n Z Z e �� '° on � � �A ° � oo .i � so , , O y v < �N v o >. � � e p �< � o on> Z ' � .� o A n � 1-1%4"MIN. EMB.(iYP.) m ```���tiiii��i����� `�. �,SCH�,J� �,� ` `��� v,�,Va�vsF,O�, ,�� /��� � ;' No.asaos ' ^ �Z���� * :� i g n v m a� PRODUCT: DoaumeMa Preparad By:� • •• � Lyndan F. Schmldt %�••� (��� "� r�' 3 � . !y'. . �ORIDI�,:' � �� / S'. II n ! � . N PLASTPRO INC. P.E No. 43408 /� �'�••••••..���� a' N o z � Fl B E R G L A S S O O O R �n �i q��AL„��� � r 'i m PART OR ASSEMBLY: �la���/BUILDING CONSULTANTS, INC. � Im j � � (n 1 04 22 15 UP�AlE TO STH ED. 2014 FBC �K VER7ICAL CRO55 SECTIONS J1 Vv P'0. Box 230, Valriee, FL 33595 � n� N O D A T E B Y P hone No.: B 1 3.6 8 9.9 1 9 7 ' REVIS ONS FBPE C.A. No. 9813 �201 2 R.W.BUIL�ING CON9IlLTANTB INC. ��`�`��� � ���'i ' � � �'� � . . •. . _`O�. ".. ��/I' N 4 � 3 6, _��� '4 �,�� � �h-- � � � p �—� 6�� r =c�: �c �'a=��� �N�:� Z F'.•`��� °' I 1�I�1 I � ' . ��,; o�, II .....- ����� � ��M � �� ', ...,_ ,. � SEE DEfAIL � �i�• �C;.`` N>n W � I I L I I "2" ����i���*P������ o M�z I I '� m �N•; MASONRY ^1YP•HEAD I I b MASONRY nP.HEAD& �y 9 � x=d OPENING ���BS I I � OPENING ��� �� \� �t a �m o`a II �� � v a �a m n:am ASTRAGAL II F�E ASTRAGAL I� ` �z 2X BUCK SHOWN FOR�� X� SHOWN FOR�� � 9 w � REFERENCE I I �� _ 2X BUCK REFERBJCE I I o �a � ONLY �� _ �`z� � ONLY II F ui No � G I I � , SEE D�AII I I � nP��SILL �Z � �� - �� ���,� �� ^� zo c=i� — ' z - •a�m �r �,�� z ~ � am� �`�^ � . 28 � o YY m BUCKANCHORING HINGEJAMB FRAMEANCHORING ASTRAGALSfRlKEJAMB M � ? °=°m � Masonry 2X buck corutruction ❑ ' �� 2� m � L 3 � m m 4 A � o LAiCH 8 DEADBOLi DETAIL N � CONCRElEANCHORNO7ES: • • � Z � ry T. Concrete onchorlocations at}he comers may be adjusted to malnfain the mfn. � edge distance to morfar joinh. � 2.Concrete anchor locafions noted as"MAX.ON CENiER"must be adjusted to � � � mafitaln fhe m1n.edge distance to monarjoinfs,additional concrete anchors DETAIL 2 9 � a may be required to ensvre the'MAX.ON CENTER"dimension are not exceeded. K � � 3.Concrete anchor tabfe: ? � ., ........................... ....................... ...........................M � :;. . ..... ;JVIfN:' `:;'' fN:CLEAR.4'NGE::: HJIN::CiEARANEE. � m _/SNG1iQR:.A:NCNOR?; a :...::..._.:........,.:......:: : _ EMBEDMEN7';:: T07AifA30NRY'::.`' :TO'iIDJA:CENT '' 11 w �Z � .. .TYPE;' : SII�': :`:�............_...... , . N r- a � .. ,; : ..... . ._. ...; .iEDGF.�:...:-:.'........../1NCHOR:.......: N¢ � _:.:................................:.... ............. .. ... ° �TUy o a� � zF TAPCON� ��4� �'��4" 2" 4" �o 0 �a ELCO z ° �a ULTRACON U4' �-�/a^ �^ a^ 3 a�: s/4 08 0 '" �: N.rs. " � � 3/16" 1-1/4" 3" 1-1/2" N owc.ey: �K m TAPCON a WOOD SCREW INSiAlL4T70N NO7ES: pt7p��� p�A��� HINGE DETA►L cxw sr: LFS 3 - I.Maintain a minimum 5/8"ed e distance,1"end d'utance,�1"o.c.s g Inswin conB Ouhwing conflguration � DAAY/MG NO.: " 9 pacin of 9 9�allon FL-f 5213.t 7 N y wood saews to prevent the sp1iHing of wood. o SF�EEf S OF 8 N d - - � .�`����` * �V�'�. :04; ' ��J�Qf�_'`. � ``• •m �W� M 9 �x�:� o.���„ � . . , ' , —3" 6„—}----{ =U:� `$�' * &'�_�LL^ 6" I � '0 FI `N.•,� z �,;o` � m a om �� �'j� ¢zO1� � • � '��i��•�''�._....-•' �C�����` >>�rn SEE DETAIL 11 ''���h!►* H��``` o n m z II UN•• � II �' � �a � Z °Z� TYP.HEAD 8 e E m m m � °a.cg 9 c W JAMBS I I �a a �'a 'm a a� � OPENING HINGEDEfAfI < <o � II Z ' c4j � o �d Y I I ASTRAGAL B� 28 �z FRAME I I SHOWN FOR �'� REFERENCE ONLY � 6 �o �� , I I ��7w- � M • �� z v��i aZ � ❑ -ag� o0 1— m =U � � 7X BUCK I I � �w N Z>- � Z� a�a ¢� �� � � �� F = � ¢� � �� g � � � ' SEE DEfAIL 1 TYP.(�SILL a � • �� I I LA7CH 8 DEADBOL7 DETAIL 'm � , . , • . G g � .3 . . � � _ O N � � y Z HINGEJAMB RiAMEANCf10RING ASTRAGALSTRIKEJAMB � � w N Masonry 1 X buck conshuction � � CONCRElE ANCNOR NOTFS: � � 1.Concrefe anchor IocaHons ot the comers may be adjusfed to mainiafn the m1n. � o edge distance to mortar janis. ` 2 Concrete anchor focaHons noted os MAX.ON CENTER"must be adjusted fo a a' maintain fhe min.edga distance Jo mortarjoinh,additionol concrete anchas p�,q��p � a � may be required to eraure ihe MAX.ON CENTER"�mension are nof exceeded. z � 3.Conaefe anchrn table: � 3 �w Z w .�:....:.:::_:::-r ::•--:.:....,,;:�.....:_::-::.::-__ ,yNIN:C�fARANCE`;;MI(I;:CLEARANCE. N¢ � � .. � ANCHOR:.�4NCHOR;::- .MfN::;;"?.:....... .. . .. .. o o '- : • .70;MA:SQNR.Y' '? '70`A'D7A:CENT�'' a � – :;IYPEi .:. SIZE;, .:EMBEDMENTr= m LL :.. F ,_.�. ... . ......:...::t........_.:EDGF.�._......,�'..._..ANEHOR?..... o � o ....::.::.:.:..::......-.:....... .............._.................... ^ w a TAPCON� 1/4" 1-1/4" 2" 4" onre: 9/4/08Z z � ULiRACON� 7/4" 1-1/4" 1" 4" s� N.T.S. 9 " $ owc.er: JK 'm a � � 3/16" 1-1/4" 3" 1-1/2" N cwc.ar: LFS 3 I a TAPCON rc _ WOOD SCREW MSTALLATION NOlES: DETAIL 1 DETAIL 1 DRM1N7NG N0: N � 1.Mainfain a minlmum 5/8"edge distance,1"end disfance,8 1"o.c.spacing of Inswing conFlguration Outswing configuration FL-15273.17 � V wood srrews}o prevent}he splitiing of wood. sHeer 6 oe 8 - 0 � — — � R\Clients�Plastpro,Inc PERMANEN7�FIarida Product Approvals�FL-15213\C-Drewings\Cunent\FL-15213.12-18,dwg,717 70P A-A - N o m � � N U � ? � V V� N � �M V N m (1� NO �� N � a � U �-I t+0.32° O 0 D O O � --I _ C _ � m a " O. � N a N � o � c v -�-' -�2 � �• a 3 c ��3 5 � , �� o a� ° ms � � °> ;yya�� 1 N � � nl \ " 3 � ,�n � � �'� � '� a� N �3 na T� O y 2.65°---{ � o �' _ N N � W � Z 4 v x O m r � ` 0 � � � 0.50" = 0.50" W �o '—� �O � � � `� F�.� �m BO7TOM Am � �•,� Aa � �3 �� �L ?a �� � 3.z � �� 3x 3 T A ```���������//��'' / .,`���`'�-uc�"'M��r��'. �e' / � No.43409 ' ' C7-K *: * :* 5!�f-.1^�-o i i � r�$ 7;, �c�i � � PRODUCT: DeeumeMa Pnpo'ed gy��� • • � � n i L ndon F. Schmidt �� �W210�`.•' ��� " � � PLASiPRO INC. PE. No. 43409 ��i�S���""'��� �G��� IV `� � FJBERGLASS DOOR '�,���A�-��`` N � Z .p � �,I " I" W � � ~� PART OR ASSEMBLY: BUILDING CONSULTANTS,'INC� � � T�I �-, ul � f 04 22 15 UPDATE TO 5TH E0. 2014 -FBC JK �p,0. Box 23D, Valrico, FL J3696 � NO DATE B.� ENDURA ASTRAGAL DETAILS phone No.: 873.65g.gtg7' ' ' REVISIONS FBPE C.A, No. 8813 �zo t z R.w.aull.olNa cOHeuLrqNra INn. o`���� * ���'�. srcr.oFne,a��racs .�`� :.�-... .��'a N fiEM DESCRIPTION MA7ERIAL ITEM DESCRIPTION MATfR1AL ��'. �, �'•�y1% � A 1X BUCK SG>=0.55 WOOD 20 FINGER JOIMED PINE FRAME,HEAD&HINGE JAMBS WOOD =g°'�' � o�,�=Z n B 2X BUCK SG>=0.55 WOOD 21 POLYFIBER JAMB COMP./VINYL =V'� `� * ���� ,�'m �N': o C 1/4"MAX.SHIM$PACE - 27 LATCH STRIKE PLATE STEEL � � z �:'���' o m', D 1/4"X 2-3/4"PFH ELCO OR ITW CONCREfE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL ��y'., �'�j�: �o m� MASONRY-3,000 PSI MIN.CONCRE7E CONFORMING TO ACI 30 WEATHER-STOP 3647 HOLM INDUSTRIES VINYL �/i ��""''"'� `�;�` r'n�"'°i E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 31 OUTSWING BUMP THRESHOLD ALUM./WOOD ����i i����t��� o$°J z° F 1/4"X 2-3/4"PFH ffW CONCREfE SCREW STEEL 32 VINYL DOOR BOTfOM SWEEP#3628 BY HOLM IND. PVC �N•: � c� oz� G 3/16"X 3-1/4"PFH ITW CONCREfE SCREW STEEL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD !�� � L o 9 m m° H 1/4"x 3-1/4"PFH ITW CONCREfE SCREW $TEEL 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD \ N a in� �d L m I 1/4"X 2-1/4"PFli INJ CONCREfE SCREW STEEL 40 DOOR PANEL-SEE DOOR PANEL DEfAIL SHEEf FOR CON$TRUCTION DEfAILS _ m a a a J 1/4"X 3$/4"PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN(MIN.0.075'THICKJ FIBERGLASS v E o Z � K #9X 2-1/7'PRi WOOD SCREW $TEEL 42 TOP RAIL CELLULAR PVC o J a (� L #10 X 2-1/2"PFH WOOD SCREW STEEL 43 LATCH 8.HINGE STILE CELLULAR PVC �� M #9 X 2-1/4"PFH WOOD SCREW STEEL 44 LOCK REINFORCEMENT WOOD � N 3/16"X 3-1/2"PFH ITW CONCRETE SCREW STEEL 45 BOTfOM RAIL CELLULAR PVC z y O 3/16"X 1-1/2"PFH ITW CONCREfE SCREW STEEL 46 POLYUREfHANE FOAM BY NAN YA POLYUREiHANE � �W 1 #lOX2-1/2"PFHSMS STEEL 47 COMINUOUSLATCHB�HINGESTILEREINFORCEMENT WOOD zo �o 2 #8 X 3"PSH SMS STEEL 49 GLAZING COMPOUND DOW 995 SILICONE �a ov, .. _¢� 3 FLUSH BOLT STRIKE PLATE STEEL 55 LIP LITE ODL/WESTERN REFLECTIONS HP POLYPROPYLENE a S m ,�„� 7 4LON 650 WEAiHER STRIP SCHLEGEL FOAM 56 GLAZING SPACER ALUM. '��w 4�s m 8 COMPRFSSION WEATHER 3TRIP QLON 650 BY SCHLEGEL FOAM 57 #S x 1-1/7'PFH LITE FRAME SCREW STEEL a�a o Q m 9 4"X 4"BUTf HINGE STEEL 61 9-3/4"LENGTH TOP BOLT REfAiNER ALUMINUM � � � � 10 #9 X 1"PFH WOOD SCREW STEEL 62 9�/4"LENGTH BOTTOM BOLT REfAINER ALUMINUM o � J� � 11 #9 X 3/4"PFH WOOD SCREW STEEL 65 ASTR,4GAL BY ENDURA PRODUCTS ALUMINUM a � m 17 KINIKSEf KEYED ENTRY-SIGNATURE SERIES STEEL 67 SLIDE BOLT ROD STEEL 18 KWIKSEf DEADBOLT-SIGNAiURESERIES�780) STEEL �m C U � n 4.��-^ � � c �F�—4.56"—�-{� I I � � 3 N o � � rI � Z ; � � �— o 0 W � ��244"�2.13"� � �1011fSWING BUMP TNRESHOlD � o ��`' � HEAD 3 SIDE ¢ � Z� Jamb � _ G v N �4.56"� n u� m 0 (' o w i d �.W�� NQ j i �4.56"� I . �� , o � o = ¢ � i,� ., " OATE 9�•F OB Z � ' � � �---s.aa°--�-� S�: N.rs. ° ` ��.�+': JK m' HEAD d SIDE ° Z� Potyfiberjamb cnk.er: LFS 3 a 33 ADlUSiAB1E1N5WINGTNRESHOLD � ADJUSfABLE1NSWINGTNRESNOID DRAWING ND.• � — FL—i5213.17 N p 0 - SHEEf B OF 8 N V - - � a ) e a ++,ra�r. - - - ..i.�•i ��� � �•< o �• s a 1 ' • • 1 i ' 1 / �' '.'�'': . "- BCIS Home � Log In � User Registration � Hot Topics � Submi[Surcharge i Stats&Facts � Publications � FBC Staff � BCIS Site Map � Links � Search,•� Florida ,<< � -^i �'Product Approval r USER;Public User L�r�v..�`-°,.`���rtmi Product Aooroval Menu>Product orAoolication Search>Apolicatlon List>AppGcation Detail �I FL# FL1844-R22 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 Arc hived Li Product Manufacturer PGr Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens RosowsW Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 , jrosowski@pgtindustrie$.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certiffcation 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 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.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 Product Approval Method Method 1 Option A Date Submitted OS/24/2016 } _ • Date Validated OS/25/2016 Date Pending FBC Approval � Date Approved OS/30/2016 Summa of Products FL# Model,Number or Name Description 1644.1 HR- 210 Aluminum Horizontal Roller Window with Slip-On Nailing Fin Limits of Use Certification Agency Certi£cate ApprOved for use in HVHZ: No FL1844 R22 C CAC Certifications 210.odf 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.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 587d5 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 Wfndow 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 infomiation. Verified By: A. Lynn Mfller, PE 58705 Created hy Independent Third Party: No Evaluation Reports FL1844 R22 AE HR-410 Evaluation.odf Created by Independent Third Party: No 1844.3 HR- 510 WinGuarcl Vinyl Horizontal Sliding Window Limits of Use Certiftcation Agency Certifcate Approved for use in HVHZ: No FL1844 R22 C CAC Certiffcation6- HR510.�df Approved for use outside HVHZ:Yes Quality Assurence Contract Expiration Date Impact Resistant:Yes 06/17/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R22 II HR S10.odf pressure,size and anchorage infomiation. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Thlyd Party: No Evaluation Reports FL1844 R22 AE HR 510 Evaluation.odf Created by Independent Third Party• No 1844.4 HR 2710 Prerrtiere Vinyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R22 C CAC Certification6- 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 R22 II HR 2710.odf pressure, size and ancho2ge infortnation. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No I Evaluation Reports I FL1844 R22 AE HR-2710 Evaluation.odf Created by Independent Third Party: No 1844.5 HR 2810 Premiere Vfnyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R22 C CAC Certification6- HR2810MI.odf Approved for use outside HVH2:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/18/2018 Design Pressure: N/A installation Instructlons Other: Please see the Installation Instructions for design FL1844 R22 II HR 2810.qdf pressure,size and anchorage infortnation. Verified By: A. Lynn Mlller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R22 AE HR-281�Evaluation.pdf Created by Independent Third Party. No I 1844.6 HR 5410 EnergyVue Vinyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R22 C CAC Certiffcation 5410 HR.odf . es Quality Assurance Contract Expiration Date Impact Resistant: No 12/11/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R22 II HR 5410.odf pressure,size and anchorage inform�tion. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Thlyd Party: No � S Evaluation Reports , FL1644 R22 AE HR 541D Evaluation.pdf ' Created by Independent Thfrd Party: No 1844.7 HR 5510 WinGuard Vinyl Horizontal Roller Limits of Use Certi£cation Agency Certi£cate Approved for use in HVHZ: No FL1844 R22 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: P�ease see the Installation Instructions for design FL1844 R22 II HR SSSO.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R?2 AE HR 5510 Evaluation.odf Created by Independent Third Party: No Back Next Contact Us: 2601 Blair Stone Road,Tallahassee FL 32399 Phone.850-487-1824 The State of Florida Is an AAJEEO employer.Coovriqht 2D07-2013 State of Florida.::Privacv Statement Accesslbilitv Statement::Refund Statement Under Florlda Iaw,emafl addresses are puhltc records.If you do not nant your e-mail address released in response to a public-records reques[,do not send electronic mall to[hfs entity.Instead,contact the offlce hy phone or by t2ditlonal mall.If you have any questions,please contact 850 487.1395 'Pursuant to Sectlon 455.275(1),Florida Statutes,effectfve October 1,2012,Iicensees Iicensed 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 mmmunication vAth the licensee.However email addresses are public record if you do not wish to supply a personal address,please provide the Departmen[with an emall address which can be made available to the public.To de[ermine if you are a Iicensee underChapter455,F.S.,please click ere P roduM Approva I A ccepts: � � � ��=k � Credit Card Safe 2 ANCHQRS @ S'MAX,O.C.!F TME W7NQOW BUCK HEtGFf'f t5 63'OR LESS. ^ 4 ANCHORS�W 4'MAX,O.C.IF THE WINDOW 6lJCK HEIGHT IS OVER 63' . 19'MAX.O,C.IF THE WINDOW BUCK HEIGMT IS 83"OR I.ESS. 14'MAX.4.C.IF THE WtNpOW 6UCK ttE{6FiT IS 4VEft 63', M71X•6tiCK WID7t1 SEE FA9lE t '-"'-` MAX.BUCK WIDiH 18.54' 8' SHEE7 3 SEE TApLE 1 MAX,�UCK WI4TH SEE TABLE 1 B,SEE MAX O.C. � MAX. , � �-'- ly Q.SEE SHEET 4 SHEET 3 r'���� MA)C.O.C� O.C. � ! � _'- � i - - 4. . - , ,_ . ..._.� � .� D.C. � / - - - f � j 1 , j 75.66' ,/ / -�- / � ;-� ; � � �/ o�� � ; �.��� / ; HEIGM SEE MqX.BUCK � � /, -(" + / MAX.BUCK / � HEIGHTS£E I J� t + TA&CE 9 � HElGHT SEE � TASLE t � yr I - TABtE T � _ ' � ' 1 1"- � - � A,$EE � A C,SEE I� ! i SNEET x 0 � SHEET� � a . C SN�� � � � A } ' 4 --- ._L. 3 I X -a X — �- ; B'MAX. i �---.....� '7}- 2-778' ( 4� ! _.} MAX. D � 8*MAX' � � �! F"'- 8 $'�. ��-�{ � MAX.O.C. 2-718'MAX. � �. � 8•MAX. � �&3/4"MAX O.C. _.�.� f�._ ELEVATlON FOR TYP.EQUA�LEGBOX �GEVATIt7N FOR TYP.FIN t}ft 3-CHAt�NE,I.FRAME E�EVATION�OR TYA.EQU,4t.LEGISOX � &FLARtGE FRAME. XO CONFtGURATiON OX&XOX StMiLAR �FLANGE FRAME XOX GONFtGURAtiON f XO CONFIGURATI4N,OX SIM ILAR MAX.SASH NfIpTH=30,38� i MAX.FIXED LITE(BUCK WIDTH-[2 X SASN WIDTH))=5928" ! � #k GENERAL NOTES:SERIES 5410 NON-IMPACT RESISTANT TAe�r: ( VINYl fiORtZON7AL ROi,LER Window Buck 8ize j CanSgpratian Relnf. Design Pressure Certificatian � 1)THIS PFi00UCT HAS BEEN OESIGNED 8 TESTED Tp COMPLY WITH THE W�C�dI Height �'�� (+�Pg{ �_�Pgf (CAR)Numher � REQUIftEfdENTS pF THE FLORIDA BUIL�ING CODE. 75� �¢� ��(�X R� 60.� �.Q �gQ.�QQ4 � 2)Alt WQ00 BGCKS IESS TNAN 1-1t2`THICK ARE Tp BE GQNStIlERED iX iN57ALLATIONS.iX WODD 8Up(S ARE OPTiONAL IF UNIT IS INSTALLED �5p �� �fQX R2 BS.O 7a.(1 �90-1043 i DIRECTLY TO SUBSiR4TE.WpOD BUCKS DEPICTEO AS 27(ARE 1-1@"THICK � ORC�2EATER.7XAND2XBUCKS �5� 63° XO/QX R3 60.0 50.p 190-1042 � (WF1EN USED)SMALL 6EDESIGNE➢7p � PROFEftGY'FRANSFEfi t4AQu T4 TtfE S7RUGTURE.WQDD BUCK 6ESFGN AND 75" � 72" X010X R� 65.0 7{T,0 190-'E041 INSTAIl.ATtON iS THE RESPONS�Sti.17Y OF THE ENGINEER,iEOR}Oft ` ARCHITEC70F REC4RD,(Apft} �20" B,'�" XOX(1/41/2-1/4) � R3 50.0 50.0 190-1045 � 3)ANCHt7ftEMBEDMENT708ASEMA7ERlAlStlAU.BEBEYONDWAiI s2� �a�" XOX(t/3-1l3-1l3} S DftESSINGdR57UCCO.USEAtsCHORSOFSUFFtCtENTEMBEDMEM. j��• 83` �SXt1J¢�J2-jJd� � INSTALLAT70N ANCHqRS SHQULD HE SEALED.OVERAI.L SEALING�FLASHING R4 65.0 70.0 190-1073 STRATEC+Y FOR WATER RESISTANCE O�INSTALLATIpN SHALL BE DONE BY 92" U3" xOX(1/3-1/3•1/3) j OTHERS AND IS BEYOND iHE SCOPE OF7HESE INSTRUCTIONS. I 4j MAX 1/4'SHIMS ARE REQUIftEO R7 EACH ANCNOR 40CAi7DN W HEi2E THE � ,�f I PRODUC7IS NDT FLUSH TO THE SUBSTRATE.USE SHIMS CAPA84E OF ; •y`y� , , ``;'�%i' TRANSFERRING APPLIED LDApS.WOOD BUCKS,BY OTHERS,MUST BE � . ; SU�FlCtBNTLY ANC}iORED TO REStST�OAIIS IMP4SE0 4N TNEM BY THE ; ti� �;g,;:S£ '" � WINDOW. �= -'t 3 � j 5)THEANCHORAGEMETHOD$SHOWNHAVEBEENdESIGNED7pRESISTTHE ,_`- VINYLHRWINDOWFPA(NON-IMPACT) � 12/13/14 _ , �`"�""'V�y _�"� if WIN�LOADS CORRESPONDIN4 Tp THE REQUIRFA DE61GN PRESSURE THE r � f 33t13°h STRESS iNCREASE HAS NOT BEEN USED IN'THE DEStGN OF iHES "GENERAL NaTES$�ELEVATIONS o m �F�4SOW3KI �� ��' j..� t PRODUCT,THE t.6 I,OAD DURpT�ON FAGTOR WAS USED FOR TNE EVALUATION � � �,-f;� «T��� i OF ANCHdaS INTp WOOD.ANGHORS THAT COME INTQ CONTAC7 WITH pTHER � � ^ , „p, •;,�;� t DISSIMILAR MATEftIALS SHA1..4 MEET T}1E REQUIREMEP7TS OFTHE FLORIDA CER7.pF AUTt{,t�9286 � � ao '';�'f� �"-�'"' °�- ��Yi� aw�ow�coae�tcoRaosrotrrtesrstArtce. 1070TEGHNOLOGYDRIVE ' ``� ':;_"+'�^-,,'!n���:i`t- �; N.VENICE,FL34275 � '�� .,�:",,,,',t 1 (941}48p-1600 N HR-5410 3 NTS � 1 OF 4 0� FPA-5410.0 a� A•�YNN MILLER,P.E. � p.EA 58765 � —.. . TABLE 2 AMCHORS INSTALLEp 7HROUGH FRAME TABLE S:ANCHORS INSTALLED THROUGH INTEGRAI_FIN , Anetror Subslra� ��n.�dg° Mtn.E�mbedmeM Anchor su�traffi Mirt.Edge Mln. � � �stance Distance Em6edment #10 SMS P T.Sou em Plne(SG- . 1 8" 2-1/T x 131"Cqmmon Nail p T Southem Pine(5G=.55) 9/16' 2-7/76' REINFORCENT 7YPE A � {steH,18-S S.S. Sieel,A38 3J8" D.450' MaY.OP ot 50.0 or+t10 S.S.) Stai Stud,A653 Gr.33 3/8" p.03d&"(20 fia.) 2-1l2"x 131"Ringshank Nai!' P T.Sauthem Pine(SG=_55) 91t6' 2-7116' [ Max.qP of 50.0 Aluminum.8063 T5 31EI" 0.0713" 14 Ga. 2-1/2°x.145 Roofing Nail PS.Southem Pine(SG=.55) 9/16" 2-7H6' � �32 SMS P.T.Saathem P�e{$C,-0.55) 9l16" 1�3(8" p.T.Sauthem Pine(SG=.55) 3l4° 1-318" � steet,i88 S.S. Steel.A38 3/8" Q.05Q' #t�S� Ah�minwn,60&3-75 318' 0.0753"(14�a.} j � steel,i8-8 S.S. , a 410 S.S. Steel Stud,Afi53 Gr.33 3f8" 0.0348"(20 Ga.) � Steel Stud,Gr.33 318' 0.0346"(20 Ga.) REINFORCENT 7YPE B ) or 41 n S.S.) Alumtnum 6083-T5 9I8" 0.0713" 1q Ga. i 3118"Ultrasai P.T.Southem Pina{SG--0.55} 7Jt6" t3t&" Ste.e�,A38 3!8° O.qSp" (steel) Conctete(min.2.85 ksi) 1" 1318" �� Max.DP of 50.0 Ungrouted CMU, AS11N C-BO) 2-1/2" 1-1/4" ANCHOR NO7E5: r/ �� � P.F.3oathem Pine{SG--Q.55} 1" 9$IS" TABIE 4:REINFORCEMEtdTTYPES lf��� ' 1I4'Uiiracon Cancrete(min.2.85 ksi) f" t-3td" t)"ursGstou7Eo Crau�vntuEs MaY iteinforcemenx ( (steel) Ungrouted CMU,(AS'fAA G90) 2-1/2" �_��q" BE USED FQR GROUTED CMU REINFQRCENT 7YPE C APPLICATIONS. V00t Meetlng } Cancrete{min.285 ks 2-t!Z' t-3�4" Leve! ti P.T.Sauthem Pine SG--0.55 1" �.31g" 2}PANH£Ap,FUISHEAO OR (4sldes! Raii � 7/4"Cf6�10% Concrete(min.9.35 ksi) �" �.yy^ HF�CHEAD ARff ACCEPTABLE. Rl A D � � (4'1 O S.S.) U11gtDUGCl�CMU,(ASlM C-$O� 2-1/2" T-114" 3)ANCHOR LENGTH TO BE SO THAT R2 A E ; - faACte#e miSi.3.�ksi 21t2" 1-3rd" AMtN.OF3THREADSF�CTENo R3 $ E } Concrete(mi�.9.275 ksi 1-1/2" ��g^ BEYOND THE METAL SUBSTRATE, R4 C f REiNFL1RCENT TYPE D ��4�qggre�3ator P.T.Southem Pine(SG=0.55 1" 1.i'l8" ` {t&8 S.S.) U� uted CMU. S'[it+t C90 7' 5-114" � � ! —�{ 31a•NOM. � —�{ s/a'tvonit. � � 7/8"NOM. '�+— —� �18'NOM. � �INFORCENT 7YPE E a � � I _ i 118'ANNEALED OF2 3116"ANNEALED C}R f TEMPERED GLASS TEMPE}2ED�lASS 5t18"AtA PVB— � 51i 6'NA PVS ! 1/2"AIR SPACE 378"AIR$PACE 7l16"AIR SPACE 3/8"AIR SPACE � : 118'ANNEALEI}OR 3116°ANNEALER 4R 118"RNNEALED OR 3ti8'ANNEALEd t7R TEMPERED GLASS TEMPERED GLASS TEMPEf2ED GLASS � TEMPERED GlASS� : DURA6EAL, DURASEAL, DURASEAL, � DURASEAL, �INFORCENTTYPEF SUPERSpACER SUPERSPACER SUPERSPACER SUPERSPACER__. ; � OR CARDINAL OR CARQINAL OR CARDINfIL OR CARDINAL XL EDGE Xl EDGE XL EDGE XL EpGE •-�---- € GLAZING iYPES ,s, . .,. ,, ,:�:, . . �,;;', ,.�: ', GEdJOQOR ` '" ~,:�'' �_:�.:.`.'�1;�'i � pOW-781 PVB iNTERtAYER MAFIUFACTURED BY 6UPONT IFtC.{AKA KURARAY AMfRtCA,it3C.) `t-� �� • ` � I SILICONE 1 - ''� :!o. F'"•`• � � 1 � VINYL HR WINDOW FPA(NON-IMPACT) ' 12/13/1A = ' i 112'hiOM.GtASS 4 (� � ' "� l ' EXTEPoOR �„} 8t7E�p� "GLASS/ANCHOR OPTiONS om J ROSOWSKI � � � t° � � �.., 0 6 ���"j'= � v � � � }Y ,t ~t��, n , a : tr�RT.�/�1�H.�+�z� N ryO ,`{'tY I�y�n�:-�,�• TYP.GLAZING DETAIL hn�OTECHNOLOGYDRIVE � `' ��:�:i•�`' t N.VENICE,FL 342T5 n - a$ . � � (9A1}-48tJ-1fi0d �HR-5414 ,� NTS y 2 dFQ o< FPA-5410.0 �r A L PE.#58 Q5 P.�. . i � � ED(",rE DISTANCE ----�-{ � i E�ENT � ' � � i FIANGE ----��� INSTALLAT10N SASH WID7H --- SHOWN � F��E �"""` --� THR6UGt!TNE � SH6WN � FRAME,tNTO I(YSTAttEC} METAL 7HROUf,H 1X r�'—"'��—� EM9EDMENT � �� BUCKS7RIP I OPERABLE � ! �❑ � SASH _ - E66E � � o o �� � DISTANCE i � � I ��+t � t � �I .. � i I� .". � FLX� �� � , �� � �;V�/ //,r � LJ / � (�'-' �jjj Fl�p ,�__J�� il � yi ! I i LITE Ou�� h�. � ' I( /� k � �o o � I I ` f � i FtANGE � �7fiE1210R � � S ; �� FiW�E 1�1. EQUAL BUCK ��''� SHp� I V LEG � HEIGHT \ j BUCKNtiOTM -- FW1ME G sxowr� � EXT@R�OR � -- HORIZONTAL SECTION A-...A(XO) � � OPEtuet,� (OX&XOX 51MllAR) SASH r i ( i � � U INBTALLATION NOT�S f 1 � t)SEE SHEET 1 FOR SPACING REQUIREMENTS. I 3 2)S£E TABLE{5}6N SNEET 2 FQR ANCHORAf�E ANO � SUBSTWITE RE4ll�REMENTS. 8)MAX.SHIM THICKN6SS TO BE 1/4'. /—' � 4)GLASS SHpWN IS FOR ILLUSTFWTIVE PURppSES i � �"'} OtdLY ANR MAY LNFFER T4 MEET OES16N � � � SH4WN RE4UtREMEtSTS. ( INSTAItED � J � I DIREC;TLY TO 5)FIN AND/OR FLANGB MAY BE REMOVED 70 CREAiE 1�r— 4THER FRAAIE TYPE5. o �� SUBSTRATE EL}UAL lEG t PRAME ,r � � �ti���it:;,� l SHOWN • �': � EM6EOMENT ;��,rSy ::�. •' ",i i ii'� ��cE;!S� �'�!'"•, i --� ' �.:��"= i � �' VINYL HR WINDOW FPA(Nf7N-IMPACT) 0 7y13l1q . �;'.�"'�`� � EPGE DISTANCE � � �� .-. - o f tAN#�E&EQiJAL-LEG16C1X FRAAAES a m J RdSOW5K1 " r,-,�"'"�o��5" ;�t,v � VERTICAL SECTION B-B � � _Q _•. '� • o �-^ • n�;_�.;. ;�.. CERT.OFAUTt{.it29288 � a"o° '`�^ � "�-��'`U�� � � 9Q70TECHNOLt}C,YDRIVE M �� j ��SYt'?htri� �'`iJ ; N.VENICE,FL 3A275 b `�� '"'�' '� � � <d �o A LYNN MILLER.P.E. � (941}480-1600 N HI2-5410 h NTS y 30F4 �< FPA-54'l0.0 xx PEk587�3 � � � �-+• EMBE�MENT � � EDGE J-CHANNEL �� DISTANCE FRAMESHOWN � — � SASH WIDTH EDGE DISTAtJCE —� �— o � �� ���� OPERABLE 1 � LJ � --- o snsH o �� � INSTAWTION f I � � THROUGHTHE � '� � 'WTO METAL O� _ _ n f I �EMBE�MENT ❑ FIXED � � � i I I In� LITE Q � I —I , o � o �, ��i _ 1 � � FIXED ! i�� o __-__ � � LITE � � \ �� INTEGRAL I d-CHANNEL D Q ti FIN FRAME ��p EXTERIOR � FRAME ' i / � SHOWN � I SHOWN ; BUCK �/ � _ 1 I HEIGHT BUCK WIDTH 1 EXTERIOR i a ppERqg� HORIZONTAL SECTION GC(XO) j � SASH (OX&XOX SIMICAR) � i i , a D � i INSTALLATION NOTES: � i � � 1)SEE SHEET�FOR SPACING REQUIREMENTS. I ; 2)SEE TABLE(5)ON SHEET 2 FOR ANCHOPAGE ANO `1 � ' SUBSTRATE REOUIREMENTS. I � � � I 3)MAX.SHtM THId(NESS TO BE 1/4' % � 4)GV1SS SI10WN IS FOR ILLUSTRATIVE PURP0.SES � ; FIXED ONLY AND MAY DIFFER TO MEET DESIGN � � � ' ��—�1 LITE � � ,-,{ � � . REQUIREMEhtTS. � � �" 5}FIN ANDfOR FUINGE 67AY BE REMOVED TO CREATE I �a�� �L_�� OTHERFRAMEiYPES. i ,� � � . 0 FIN ��� �_ I FRAME o � SHOWN EXTERIOR ����- � INSTALLATIONTHROl1GH � ` �'��'� � � FRAME ' �,�EDGE DISTANCE THE FRAME,INTO ME7AL � :`^'�y_Lv!��`: ,,,s i � SHOWN —�_ -�—� (JAMB SHOWN,HEAD 8 \ ::q c; �-�__� SILL SIMILAR) • . . "i� 1 --� EMBEDMENT , 't';s: = i �' VINYL HR WINDOW FPA(NON-IMPACT) 0 12/13/14 '` �6' r�V� = � " J-CHANNEL&INTEGRP,L FIN FRAMES om J ROSOWSKI "` C� �S :'-`;. ! ,.,,_: VERTICAL SECTION D-0 � � . s�j���'' . , i � ; =` h,� � CERT OFAUiH.#28296 a �� --:';"'•'^,l?�l- 4 � �� :��":�:��.. < i 1070 TECHNOLOGY DRIVE � Q o ' ��;�+�`` i N.VENICE,FL34275 m �a A.LYNNMILLER,P.E. � � (941}480-1600 'v HR-5410 �, NTS � 4 OF 4 o z FPA-5410.0 �z p,E.A 58705 � �_ i . �i a H�4m mn+r �"' ,�Y.C : : ' e � ° - a e ...�>' �'� :.. � BCIS Home � Log In � User Registration � Hot Topia � Submi[Surcharge � Stats&Fac[s � Publications i FBC Staff � BCTS Sfte MaP 1� Links � Search � Florida ss�w � � i.�; ;; Product Approval � USER:Pvblic User yCKtf.'T'UC3.�] iZ'it.' 3t 1'�R/� Product Aooroval Menu>Product orAoolicatlon Search>Aoolication List>AppGcation Detail . -. . FL# FL1435-R19 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 Comnission if necessary. Comments Archived U 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 Rosowskf Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowsW@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Sfngle Hung 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 101/IS2/A440 2011 AAMA/WDMA/CSA 1D1/IS2/A444 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 ASTM E330 2002 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Subrrutted 01/06/2017 � , , Date Validated 01/07/2017 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 Certi£cation Agency Certificate Approved for use in HVHZ: No FL1435 R19 C CAC Certificatio�6- SH2O0.pdf Approved for use outside HVHZ:Yes Qua lity Assurance Contract Expiration Date Impact Resistant: No D2/16/2019 Design Pressure:N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R19 II SH-200.�df pressure,size and anchorege information.The Pass-Thru version Verified By: A. Lynn Miller, PE 58705 was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH-200 Evaluation.pdf Created by Independent Third Party: No 1435.2 SH- 200 HD Aluminum Single Hung Wlndow (with HD Meeting Rail) Limits of Use Certification Agency Cettiflcate Approved for use in HVHZ: No FL1435 R19 C CAC 190-1003CAR2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No Ol/08/2020 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R19 II SH-200HD.pdf pressure, size and anchorage infomiation. Verified By: A. Lynn Mfller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH-200HD Evaluation.pdf Created by Independent Third Party: No 1435.3 SH- 500 � WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certiflcate Approved for use in HVHZ: No FL1435 R19 C CAC CertificationB- SHSOO.�df 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 infom�ation. 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 Thfrd Party: No 1435,4 SH- 8�0 WinGuard Multistory Alurrunum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL3435 R19 C CAC SH-800 Certification.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/07/2017 Design Pressure: N/A Installation instructions Other: Please see the Installatlon Instructlons for design FL1435 R14 II SH-800c.odf pressure, si 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 Independent Third Party: No 1435.5 SH-5400 EnergyVue Vinyl Single Hung Window Limits of Use Certification Agency Certificate : o FL1435 R19 C CAC SH-5400 Certification.�df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiretion 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 anchorege information. Verifled By: A. Lynn Mfller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH-5400 Evaluatfon.pdf Created by Independent Third Party: No 1435.6 SH-5500 WinGuard Vlnyl Single Hung Window ' Limits of Use Certi£cation Agency Certiflcate Approved for use in HVF12: No FL1435 R19 C CAC SH-5500 Certlfication pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/OS/2018 Design Pressure: N/A L�stallation Instructions FL1435 R19 II SH-SSOO.odf Other: Please see the Installation Instructions for design Verified By: A. Lynn Miller, P.E. 58705 , � pressure,size and anchorege infomiation. Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH-5500 Evaluation.�df Created by Independent Third Party: No Back Next Con[ad Us:;2601 BlairStone Road.Tallahassee FL 32399 phone:850-487-1824 The State of Fbrida is an AA/EEO employer.Coovriaht 2007-2013 State of Fbrida.::Privacv Statement: AccessibllfN 5[atement Refund Sta[ement Under Florida law,email addresses are public records.If you do no[wan[your e-mail address released in response[o a public-recoMs request,do not sentl eiectronlc mail to[his entity,Instead,con[act the office by phone or by tradltional mail.If you have any ques[ions,please contact 850,487.1395,'Pursuant to Sec[ion 455.275(1),Florida Statutes,effective October 1,2012,Iicensees Iicensed under Chapter 455,F.S.must provide the Department with an email address if they have one The ematls provided may be used for official communication vAth the licensee.Hovrever email addresses are public record if you do not wish to supply a personal address,please provide the Department vdth an email address which can be made available to[he pu6lfc.To detertnine If you are a licensee unGer Chapter 455,F.5„piease ciick here, Produet ApprovalAccepts: � � � eCheck � Credit Card Sc�f@ MAX.BUCK WIDTH , MAX.BUCK WIDTH SEE TABLE 1 . SEE TABLE 1 �7 28� MAX.BUCK WIDTH 28' 12` �_ I M�. � SEE TABLE 1 12" � MAX. B.SEE MAX. I O.C. 2 MAX. B,SEE M�� � ��C� � SHEET 3 i D,SEE --� �-- 4•MAX,O.C. � s SHEET 4 SHEET 3 A,SEE A,SEE SHEET 3 '12�MN(. C,3EE / �q.� / _L SHEET4 / ; SHEET 3 V.86T MAX.O.G / � I � —L— I � 17.8 T6 MAX.O.C. � I I / � � I MAX.BUCK I �- 4'MAX. � � MAX.BUCK � HEIGHT SEE � MAX.BUCK O.C. HEIGNTSEE �— TABIE 1 TABLE 1 X, �0'MAX.O.C. ' H TABLE EE X � j -� Q � o � � �— 1 � � / i / A ians•Max.o.a Q — �o•M� � � X / / c 1 / n �a.na-nenx.o.c. ( 8-1l2°MAX. 6-1� . ( NOANCNORSATSILL D�"-------- 2"MAX. —+� r— t g � B NOANOIORSATSILL � ( ELEVATION FOR TYP.FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME. { ELEVATION FOR TYP.EQUAL LEG FRAME, PROVIEW/ORIEL CONFIGURATION EQUAL-LITE CONFIGURATION � EQUAL-LITE CONFIGURATION (COTTAGE SIMILAR) (SIMIUR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONSI i TABLE t: � GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT, 1Nindow Buck Size Reinf. Deslgn Preswre Certification � VINYL SINGLE HUNG WINDOW Width Height �fieuraCon �eVe� �+�psf (_)p�{ (CAR)Plumber � � 7)THIS PRODUCT HAS BEEN DESIGNm 8 TESTED TO COMPLY WITH THE �� 63" Equal-lite R4 SO.O 70.0 'ISO-702L' 1 REQUIREMENTS OF THE FLORIDA BUILDING CODE. 36" 62" EC)U8I-IRB SFiAPES MAY BE USEO BY j INSCRIBING TNE SHAPE IN 2)ALL WOOO BUCKS LESS THAN 1•12'THICK ARE TO BE CONSI�RED 17C 36" 62" Std.ProView R4 50.0 50.0 190-10PT A BLOCK AND OBTAINING j INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY �A 6�-9(�6' CU3t0fY1 SBSII DESIGN PRESSURES FOR ` TO SUBSTRATE,WOOD BUCKS DEPICTED AS 7XARE t-1/2'THICK OR GREATER THAT BtOCK SIZE FROM � 7X ANO 2X BUCKS(WMEN USED)SFIALL BE DESIGNED TO PROPERLY TR4NSFER 52_i�g" $Q� Equal-lite THE TABLE ON THIS SHEET. � 10A0S TO THE STt3UCTURE.WODD BUCK DESIGN AND INSTALLATION IS 7}� RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OP RECOR�,{AOR). 52-1/8" 84" Std.PIOVI@W R1 50.0 50.0 190-1021 3)ANCHOREMBEDMENTTOBASEMATERIALSHALLBEBEYONDWALLORESSWG 52'��8� 9�-��/�B' CUStO111S8SF1 a OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 52_��g" $Q^ EquaNite f ANCHORS SHOUID BE SEALED.OVERALL SEALINGJFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BV OTHERS AND IS 52-1/8" 84" Std.ProView R2 65.0 70.0 190-1026 � BEYONDTHESCOPEOFTHESEINS7RUCTIONS. �-�/B" J1-1S/�B` CustomSash I 4)MAX,1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WMERE THE .•.�'� ,1 f�������i . PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF '� ' �'�`=' �,�'i r � .•���'` •' �' ' TRANSFERRINGAPPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE t. �=V�c"•-:�;� � { SUFFICIENTLYANCHOREDTORESISTLOADSIMPOSEDONTHEMBYTHEWINDOW. ��C', `� � • ` � VINYL SH WINDOW FPA(NON-IMPACT) ` 12H3/14 . '�' ''•'�' =''�'� � j 5)7HE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST hIE o , WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE � w = � 33-1/3%STRESS INCREASE NAS NOT BEEN USE�IN iHE DESfGN OF 7H�S � GENERAL NOTES 8 ELEVATIONS �c�" J ROSOWSKI �. , . G�� ��_ tt' PROOUC7 THE 1.6 LOAD DURATION FACTOR WAS USED FOR 7HE EVALUATION OF � _ ()^'1� IS r�-' ( ANCHORS INTO WOOO.ANCHORS THAT COME IMO CONTACT WRH OTHER � _ 5'-••�C:`^ j DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE RORIDA CERT.OF AU7H.it29286 � zo , '�:,J°:• t BUILDING CADE FOR CORR0.SION RESISTANCE. � rv v _ ,�," G i;`\ 1070TECHNOLOGYDRIVE > • ��`�i:^,�,�;,'�_ �; ; N.VENICE,FL 34275 � _ °�g �''' " ' j (941}480-1600 �SH-5400 ,� NTS " 1 OF 4 o z FPA-5400.0 �z a��N MILLER P.E. � �n �n P.E.#38705 ! i TASLE 2:ANCHORS INSTAItED THROUGH FRA[t4E TA8lE 3:ANCHORS INSTAlLED THROUGH INTEGRhf.FfN Anahor g�b�y� h1in.Edge Min. Mtn.Edge Min. i �i�tance Embedment Anchor Substrate Dtstance Embedment � #10 SMS P.T.Southem Pine{SG�.&5) 7116" 8" 2-tJ2"x.235"Cammon Na11 P T.Soufhem Pine(SG=.55} 911G" 2-TJt6' (steei,188 S.S. Steei,A38 3/8" O.OSp" Mn:.QP of 50.0 a 410 S.S. ' ) Steel SWd,A853 Oc 33 3f8" O.Q346"(2(1'Ga.) 2-1/2"x 131"Wng-shank Nail p t Southem Pine(SG=.55) 9/18' 2-7/16' MaX.DP Of50.0 Atuminum.6063 TS 31$ 0.0713" 14 Ci3. 2•112'x.145'RooSt�g Nal! P T.SaWtt?ttt Pitte(SG=.55) 9(96" 2-7l26' j #12 SMS P T.Southem Pit�e(SCr-8.55} Ari$" 1�3t8 P T.Southem Pine(SG=.55} 31d' 1-3/8' ` � � S Alamn mA 6063 T5 3J8' 0.0 13�d C�.� `Sor4 QB-6S aS. .. i »(14 Ga.) ; steel,188 S.S. ••- Al�eninum,6063-T5 318' 0.0713" nr d10 S.S_ Steei Stud,GT.33 3f8' 0.4346 {20 Ga.) i SteH,R36 3J8 0,050' 3/18"Ullracon P.T.Southem Pine(SG 0,55) 7/18" 13�8" € (steel► Concrete(min.285 ksi) t" 1�I8" WINDOW SHAPES AS SHOWN BE40W OR Max.DP af 50.0 (Jng��{�(y+((j,�$'(jy+({,'�Q1 �f J�" '�-114` ANCHOft NOTES: SiMiLAR,MAY BE USED 6YlNSCR167NG 7}EE BtiAPE tN A BLOCK AND{IBTAIN7NG DESlC�N J P.T.Sauthem Pine(S4�.S� 1" i�/b" GE77000R pRESSURE9 AND ANCHORAGE FQft THAT BLQCK � 1/4�u�UOCOtI Crnrct�4e(min.2.85 ksi) i" ��/Q" 1)"UNGROUTED CMU"VALUES MAY DpW-791 SIZE FROM THE TABLE ON SHEET 1. BE USED FOft GROUTEp CMU SILICONE {steel; Ung�uuteq CMu,(ASiM C�0) 2-i12" i-st4" APPUGATIONS. � srr raont.�uss -�{ wmrts �---►3 wro� F+- 1 Cm►crpse min.285 ksi 2-1J2' S3J4' ���p. 2 PANHEAD,FIATHEAO OR � ; P.T.SouMem Pine(SC�0.5� 1" 1�18" 1 EXTERIOR � ' HEXHEADAREACCEPTABLE 7/4"Crate-Flex Concrete{min.3.35 ksi) i" 13/4' � �/ � I t (d�0 S.$.} UngtaUlEd CMlJ, ASTi41 C-94 2-112" 1-11+3" 3)AFtCHOR LEP7GTFI Td BE SO"fttAT # CdICfEte min.3.35 ksi 2-1/2" �.3I4" A MIN.DF 3 7HREADS EX7END � � � � � Concrete min.3.275 ksi �.�/2" �,�J�" B��NDTHBMETALSUBSTRATE. � � = W� � s������` P.T.Sauthem Pine{St#=0.55} r� t�rs n"�'.GLAZlNG DETAIL �� �� //, -�= 7 Un ted CMU, ASTM C30 7' 1-1I4" � � � �� � � Rnoiusror nacertoP j (E�IIAL•LOESHOWN) (pRUVIEWfORIELSHQWN) t --�{ 3/4"NOM. �+— � 3/4'NOM. � � 7/S"NOM. �+-- � T/&'NOM. � ; � � � � 118"ANNEAIED OR 3116'AMNEAI.ED OR — ; TEMPEFiED GLASS� TEMPEREQ GtASS 5116"AJA PVB S/i6"RJA PVB � 1/2°AIR SPACE 318"AIR SPACE 7/16"AIR SPACE , 3l8"AIR SPACE 1J8"ANNEALED OR 311&"ANhlEALED OR '!!8"ANNEAI.ED OR 311fi'ANNEALED C}R € TEMPEREp GLASS �' 7EMPERED GLA,�'aS TEMPERED GIASS TEMPERED GLASS ! DURASEAL, DURASE4L, � DURASEAL, DURASEAI., ! � SUPERSPAGEf2 SUPERSPACEE2 SUPERSPACER SUPEF2SPAGEFt � OR CAROINAL OR CARDINAL OR CARpINAL OR CARDtNAL XLEDG� XLEDGE XLEOGE XLEDGE � G����G���� � n � � � TA6I.E 4:REtNFORCEtAEh1'f TYPES �.�) � �(�'''] ,�`'� , c�ti�,� � i tl . ��_'.��..:.'� , � Retnforcement ' � � , �..?��:'•.�:=;,.;r �c<,�, REINFORCENTTYPEA REINFORCENTTYPEB REINFORCENTTYPEC Upqer Ilte Lower llke '_� � Levei Soitam Bottam Side „=.-,��as . - t 7op FtaFi �VfNYL SH W{NDOW FPA{NON-It+t�PAC7} � 42t13114: A - ; Ftait Rell Rails � r�,_ E Rl B A A A o GLASSlANCHOR OPTIONS �m J ROSOWSKI = �'• � ( 4��S ,`�_ ' � ;,'-;� s,��'f; R2 C A A A m > -� . . ,^,_•:,`�� (` �4 ":t,.=:� . J i R4 B A A N/A CERT.QF AUTH.#2$296 N N y �'\`a`�r`:"�i+.J,at„�'�� � 1070 TECHNOLOGY DRIVE � �� - . ; ,�� `�' N.VENICE,FL 34275 ? PVB INTERLAYER MANUFACTURED BY OUPqNT INC.(AKA KURARAY AMERICA,ING) (941}480-1600 N SH-5400 �y �VTS N 2 OF 4 o z° FPA-5400.4 �z A�p�*5�05'P E� . E x R �-�-�-�- E�GE DISTANCE f SHOWN T � iNSTALLED �• � THROUGH7X SUCKSTPJP EMBEDMENT � _..�_ SHOWN SHQWN � ���E �'"J� INSTALLED INS7AU.ED , SHOWN �^� �- DIRECTLYTO TFiR6UC,H5X EM6EDMEN7 EM6EDMEN7' -a-� SUBSTRAIE BUCKSTRIP C`=� O❑ -�--- � � ` � � �� � ` � EDGE ��'"-`� �, �� OiSTANCE t DISTANCE I � i � f � i c �� - �-- _ I t � � � � ___ �} , ; ('\ � � .Y�__L�,-'��_-� OPT.SASH TOP � L� � Ls (/ E.QG6 � U� � �LIF1'RNL EXTERIOR � I DISTANCE - ' S C���.l�CI � ""'U�� t g � '� a �L ! FLANGE EQUAL i - •p--- � S OWN � - BUCK WI6TH � FRAME NORIZOidTAL SECTION A-A snowri BUCK ' HEIGHT 4 ' � n i U � � � � iPiSTALLATiQt@ NOTES: � � \ i� / �'�'_' � EX RIOR t?SEE SMEET 7 FOR SPACING FtEQU1REMENT5. � �._ D 2)9EE TABLE(5)ON SHEH7 2 FOR RNCHORAGE AND � � a SUHSTRATE REQUIREMENTS. I n 3)MAX.3tiIM THICKNESS T6 BE tJ4' .{ ( 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPt7SES �� ON�Y AND 61AY DIFFER TO MEET DESIGN ' OPT.SASN /� ---.-� REQUIREMENTS. �BOTCOPA LIFT ��� �` t�! 9}FiN ACtQtOR FtANGE MAY SE REMOUEp TO CREATE HANpLE1LOCK � O�R FRAME TYPES. . SHOWN ��'� � � E4Ukt ��� � � � LEG ��'E' INSTACIATIQN THROUG#i �XTERIOR SHOWN( r_;_�----��0 THE FRAME,INTfl METAL � ,�� i`r�?+� � nc�-��c-��-� r-- . , � ; ...__.._.,._. . { � . ' � `' .,' ��;r��. . �.... / NO ANCHtNiS � �, '� "�' ` ' REQUIRED W T � f / FlANC�EOft v VINYLSHWINDOWFPR{NON-IMPACT) 4 1?113114 :�'�.�'=�'�' ' " , r EQUAL-lEG � ' t F�xnr�Es�us �FLANGE 8 ECtUAL-LEGtBQX FRAMES ��'' J R4SOWSKI . � Cl g � � �:a 6 C�??S %y,�, � � >O° .� ',`:k�';.' � VERTICAL SEGTIOEU B-B �RT.OFAUI`H.f{292�J8 � . ._ 3 >m `c?r;"l���.1 . 1070 TECt{IVOLOGY DR1VE � a� ' , - , j N.VENICE,FL 34275 m . " (947 r480-16D0 �SH-5400 ,� N'i'S � 3 OF 4 �z FPA-5400.0 x z �'�vP�.a se7os p� ' 4 1 • SHOWN INSTALLED EDGE DISTANCE SHOWN INSTALLED SHOWN ItJSTALLED THROUGHTHE THROUGHTHE THROUGH THE I �pME INTEGRAL FlN FRAME � "7� � �"] EMBEDMENT EOGE DISTANCE I�— II J�FR�AMEE�- EMBEDMENT �} � I $"°W";� _ - � �I�U I I� ���� O❑ �I� I O� \ �D � ; ; �� ; J � �l -- �- � ` � � i ��� � O I I �, EMBEDMENT �a � EOGE I / ` I � a I ) �I ! j DISTANCE � � I � / � t � � -i— �n �� � � ���--��oFf RAILH TOP r-DU��� �OR �� FW FRAME J-CHANNELI I SHOWN � a � FRAME � �--� BUCK WIDTH s SHOWN 0 HORIZONTAL SECTION C-C INSTALLATION NOTES: BUCK HEIGNT a � D 1)SEE SHEET 1 FOR SPACING � REQUIREMENTS. 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. � EXTERIOR 3)MAX.SHIM THICKNESS TO BE 1f4' � a �� D�J 4)GLASS SHOWN IS FOR ILLUSTRAT7VE ` PURPOSES ONLY AND MAY DIFFER TO h MEET DESIGN REQUIREMENTS. i 5)FIN AN�/OR FLANGE MAY BE REMOVED I �� TO CREATE OTHER FRAME TYPES. � ^�Ir�"�] ' �/J...__� l _ �OPT.SASH I IU� �U� � �� I BOTTOM LIFT LJ I FlN I HANDLFJLOCK (�����/� ` � FRAME ��I iII��I J///////�1I SHOWN 'O� J EXTERIOR FRAME �J p /i I � ��R�� FRAME �� C7 � / � � SHOWN LJu� � SHOWN � � INSTALLATION THROUGH INSTALLATION THROUGH THE 1 L ��0�� � THE FRAME,INTO METAL INTEGRAL FIN,INTO METAL � � `;;;':% I SHOVJN o EDGE \ ' .�td;��^ ' , � INSTALLED �f--_ ' DISTANCE � � TNROUGH � ., .�,; r:.�.��;!, " . THE �� � VINYL SH WINDOW FPA(NON-IMPACT) �� 12/13/14 = ; INTEGRALFlN "�� EDGE u G - - /, _ � _ — D1S7nraCE � � J-CHANNEL&INTEGRAL FIN FRAMES��'� J ROSOWSKI l�� � (o �S ;�- t �- EMBEDMEN7 f � � �_ -_ {r.�.;�:�: , ;_ � � '�.�" ib f VERTICAL SECTION D-D CERT.OFAUTH.7129298 � �n - •=`'':`'�'J�•�.�,'; "'", � I (I 1070 TECHNOLOGY DRIVE ' >` �''�t.';'!Fi.}`,� . N.VENICE,FL34275 o- �`� `�� ` (941}480.1600 ;, $H-�J�O ' NTS � 4�F 4 ' �o A LYNN MILLER,P.E. � ,� �� �> FPA-5400.0 cz p.e.ass�os � i