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HomeMy WebLinkAbout14-15181 CITY OF ZEPHYRHILLS . 5335-8TH STREET (sis)�so-oo20 1 1 BUILDING PERMIT Permit Number: 15181 Address: 5154 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: 11-26-21-0010-19900-0080 Improv. Cost: 1,587.00 Date Issued: 4/14/2014 Name: GAUGER, MILTON Total Fees: 67.50 Address: 5154 19TH ST Amount Paid: 67.50 ZEPHYRHILLS, FL. 33542 Date Paid: 4/14/2014 Phone: Work Desc: REPLACEMENT 3 WINDOWS SIZE/SIZE � 7.5 �� �� , �� � � ,'� , � � ,�� 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: Reinspection fees will comply with Florida Statute 553.80(2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b)condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to re�cord 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 performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFO C.O. e� /L�`'��� � I ^ _`''vC CONTRACTOR SIGNA URE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 NOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER COMMER IAL Attach(3)complete sets of Bullding Plans plus a Life Safety Page;(1)set of Energy Forms.R-o-w Permit tor new conswoaon. Minfmum ten(10)working days after submiitai d�te. t�equired onsiie,Constructfor�Rians,S:ormwater Plans w;3ilt Fence lns:aHad, Sanitary Fadlldes&1 dumpster.Site Work Permlt for all new proJects.All commerclal requirements must meet compllance 31tiN PE MIT Attech(2)sets of Engineered Plans. •"••PROPERTY SURVEY requlred for all NEW construcUon. Dlrectlon : FIII o t appBcaUon completely. Own 8 Contractor sfgn back of applicatlon,notarized If o r=2500,a Notice of Commencement fs requlred. (AIC upgrades over S7S00) " Agen (for fhe contractor)or Power of Attomey(for the owner)would be someone wlth notarized letter from owner euthorizing same OVER TH COUNTER PERMITTINf3 (Front of Appllcatlon Only) Reroofs If hingles Sewers Servlce Upgrades A/C Fences(PIoVSurvey/Footage) Drlv ys-Not over Counter If on publlc roadways..needs ROW : �� �o,,,�,�r# 0031574 L 8 A R¢ED REP ESENTATNE NUMBER: C1131' ER `r'�'°..ar �z2v . �s�ziby. � �,�,d 6a�► c,i . ����� s s�s'�i9 �� sf- .s s�`�q� sf � � t h rl„I�S �L 35'y �`L� !-� ��,Us L 3��5�Z )3 E�'38 ' �� N�IZ� a99T1 O LOW£3 CONTRAC70R UC6V8E NUMBER C� • �K � � 7 �/ 6001608417 . �� . C�6E W TION STREET AODRE38 . � CITY ' • 8TATE ZIP S wrlt �►� �� 3 �¢rr►�a ✓ b �llq �1 v> > ��H � k1�nr�aNS. a „ Sti�,-(�e��5t Low-E �d �rg� 9as• La.v�t 5 �.,�►JI p+�!) .P���-}'- . N� C�TO CUSTOM�R-�PRICE CALCULATION3:In order to properiy perfam the instaltaUon of certain C3oods,the Contrad Price may include more than ac�aly will be installed based on the measured squere fiootage of the ProJect Area.As a resuft,the partles agree thet the lump-sum Price ' stat in this Contract is aaleulated upon both the value of estlmated Gpods.required to fulfill the Con�(indud(ng waste),which May exceed the achral sq re.footage of the Project Mea,and the labor whtch maX be esUmated•based on the amouM oi Goods requtred to tulflll tC�e Contrect(nduding waste}. By s gning this Conhad.below,Customer acknowledges roceipt of•thia notice�nd aprees and undetstands that the Price tndudes theae costs which may not refunded once the Installadon Services are petfonned. NO CE TO CUST�MEft:. Federai law requlrea Lo 'a to provide you with the pam hlat Renovete R18ht By slgning thls Corrtract,Custamer acknowledges Contract Total � 'C"57�7 • havl g recetved a copy of this pamphlet before workbegan iniomNn��Customer • ot e poter�tai rtsk of tha�eaa hazard exposure�rom r�enovation eottvny to ee *applicable taxes included � U � perf In CustomeYs dwellin unk. � N E: If rotted yfro ls scovered u rtg. stal atlona , on c arges w app y. ou w be gtven a quote and a change or � mu be com i��ted and sl�ned by the cuatorner foF any addiflo�a!�ctiargea. Customer muat 1�[tia1: ' work or ma not Is not Induded in fhis con M chenpse or addkions will be at an additlonal ch fot•3he�maberiel end le6or. NO ICE TO OWNER: - ACCORDlNQ�TO FLORIDA'S CaNSTRUCTION UEN LAW SECTIONS�7'13.081713.37 FLORIDA ST TUTES),THOSE WHO WbRK ON YOUR PROPERTY OR PROU•IDE M�iTfRIALS�1D S�RV'ICES AND ARE NbT PA1D NV FU L HA1/E A RIGHT TO ENFORCE TH�IR CLA1M FOR P�4YMENT AGAIN$T YOtJR•PROPfRTY.THIS.CLAIM IS�KiVOVIM AS A CO S'f�RUCTION LIEN. IF .YOUR �CONTRAC�'OR OR .A��.SUBCONTRi�C3'QR �FA1L3 TO.� PAY SUBCONTRACTOR3; 3U �CON�RACTORS, QR MATERIAL�SIiP'PLiER3, TH09E�PEOPLE Wt�O aRE OWED�MONEY MAY LOOK TO YOUF PR ItTY FOR PAYIIAENT �EVE1V IF YOU�HA�IE ALREADY PAID YOUR CONTRACTOR IM FULL.IF YOU�FAIL TO PA�f YOUF C TRACT�R,YOUR CON�RACTOR MAY ALSO HAVE A LIEI�I ON Y`flUR PROPERTY.TH�S MEANS!F A.LIEN fS FILED YOUA PR �PERTY COULD BE�SOLD AGAIN�T Y�OUR WILL TO PAY fOR LABOR,MA'�ERIALS,�OR'OTHER�SERV�CES THAT YOUE C. TRACTOR OR A SUBCONTRACTOR NEAY WAHE FAILED TO�PA�.TO PR�TECT YOt�RSEL�F.1fOl!SHOULD STIPW.ATE � IN HIS CON't'�RAGT TiiAT BE�ORE ANY P�►YMENT�S��MADE;XOt�R CONTRAGTOR IS 1tEQl�1t�E�1 T0:PROVIDE YOU WITH A 11TEN REL�ASE�C3F LIEN"FR01�ANY PEI�30N�a CO1I�PAI.lY THAT H�S PRDII�ED�TO�YOU A"NOTICE TO 0{MNER.' FL R1DA'S CONSTRUCTaON IJEN LA.W I�CON{pLEX,AND�"�S:REC�MMENDED THAT1f�U�ONSULT�IN�AITORNEY. PH TO RELEASE:Customer grants to Lowe's and Lowe's empbyees anQ�i�depend8nt Gontractors the right to,take photographs of the Premises where in Ilatton Services wili be performed•end all work per�ormed'at the Premises reEated to thb Contrac;t,arrcl•lirevxebly grants to:Lowe's aif rlght,tltle and Inte st In and to�the photogrephs for use tn all marlcets and media,worldwitle,In perpetuity.Customer author�es�Lowe's•to copyrtght,use and publish the.. pho �aphs in pdM and/or alectronkally,snd syreee that Lowa's mey use auch photaAraphs'for any'IQwful purpoee;in�ludinp,but not Iimitbd to,merke�ng, ' adv rti.aing,pubUdly,tllustraHon,tralninA and Web oontent By initlaling here,�Eustomer agraes to the fotegc�ng.. •.[Customer to intdal to the feftj. W s to.ct�my�,aa upon reasonable availeWlity ot Conlractor andlor•any specMlo�'�er orp���me Good(a)whicb is antldpated to be • • U��►� a a`� 3 Eflll in data].Estimatad complettan date!s�M�"�N d. Moh� (flli in.date]. Sa1 esdmafed substantlel completton date is not of the as�ence.A statement of any conUngendes that would matetfally change safd estlmated substantial pleUon date is as follows: ' ' � ' (if applicable,inserta statemerrt af such conUngencies). Thi Contract providea 4hat sll claims by Cuatomer or I.owe'a wlFl be reaol.ved by BINDINO AR8ITRATION.•Cuatomer.and•L•owe's GNE UP.7HE RIGH TO O TO COURT to enf�orce this CoMraot(EXCEPT to�mtitbers thaf nway be'tsicen to•SMALL•CL�UMS�COURT).Lows's and Customer's dghb will 6 det Ined by a�NEUTRAL ARBITRATOI�<and NOT a judga or jury.,Lowe's and Customar a antided••to•a FAIR HEARING. But !he arbttrada .,•. .-pra edor�s.ars•SIAAP.LER�AMB-MfBEifl.t.J11A!'�Eb.�'biiR� PI� Ikt+C,Ai�,T:,�tp�, ' A[I are. ablect to VERY L[MI�ED RE�i7EW'BY•%r•G�LfRr.�Pb��dA�RE D� Rlaviww•fliirApritirin fi rir1�ARRrFRO'PIA �'B1iRFFtI1FIJT W�NFD A1C':111D _.....----........__.. _..----..._._..._.-�-�-----------.--_._._____.__.--�-•---�-- Customer Name ' MILTON GAUGER Customer Address � 5154 19TH ST . City State!Province ZEPHYRHILLS FL ... . . . .. ... . . ..... . . . . . .. ... ... . . _ . . . .... ... . . .. . . . . . . . : . . ... ...tz... .. .. . . . . . . . . . . . . . . . . . . � . 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FRONT ENTRY .-r-o t� i`�d 5�-i t- i l�� o'3 -_� 1 � 3 �I�� i�riaa rsuiiaing �oae �niine Yage 1 ot l ° Product Approva/ � �USER:Publi[USEr Product Aaoroval Menu>p��duct orAnalfcation Search>Annllc�tlon Us[>Appllutlon DetsN FL # FL11372-R1 Appllcation Type Revls/on Code Verslon 2010 Appllcation Status Approved Comments Archived Product Manufactu�er Pelfa Corporation Address/Phone/Email 102 Main St. Pella,IA 50219 (641)621-6096 pellaproductapproval@pella.com x,; f, � ��E ,,� Authorrzed Signature TROY FARR " tbfarr�apella.com � � � �� � �'�' � ���.� 4_. . . �. �. _ , . ' .� Technical Representative A/an Hughes Address/Phone/Ema!! 2000 Proline P/ace Gettysburg, PA 17325 (717)338-1165 hughesaj@pella.com �; x t .. r''N e t��. Quality�Issurance Representadve AU Za�ghamr �$' 1 ��� Address/Phone/Email 101 Maln St f'�{ ' r � -s�-�{�'�',.�j��� Pella,!A 50219 1�'d , (641)621-1000 ' :rt�iX�{� zarghamla@pella.com /��t'����'i___,_ . Category Windows Subcategory Mu!lions Compliance Method Evafuation Report from a Flor/da Reg/stered Architect or a Llcensed F/o�ida Professlona!Englneer %; Evaluatfon Report-Hardcopy Received Florida Englneer or Arr.hitect Name who developed the Warren W. Schaefe�, P.E. Evaluafion Report Florida License PE-44135 Quallty Assurence Entrty ArchJtectura/Testing, Inc. Quality Assurance Contrect Explratlon Date 12/31/2014 Validated By Terrence E. Lunn, PE w'; Validatlon Checkflst-Hardcopy Rece/ved ertifrcate of Independence FL11372 R1 COI certiflcation of lndevendence odf efe�ena�d Standard and Year(of Standard) Sisndard yea� AAMA 101/1.5.2-97 1997 AAMA 101/I.S.2/NAF5-02 2002 AAMA/WOMA/CSA 101/LS.2/A440-OS 2005 qulvalence of Product Standards ertified By ectlons from the Code h p://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvIL5K15SWldz... 1/1/2014 1V11UQ.DUllUlll� I.,UUC VI1llI1C rage � or l Product Approva!Method Method 1 Opt/on D Date Submltted 09/12/2011 Date Validated 09/18/1011 Date Pending FBC Approva/ 10/12/2011 Date Approved 12/06/2011 �..._..........._....._...ry......._._.._._........._.__.._......................._.._.._....._..........._........._..._._....__..__......_.__. ___......._..------._....._._.__.__......_...___._......_.................._..._.................._....__.._..__...._,___.._______�___.�___..____.�..__�_..... �Summa of Products j FL# Mode/ Number or Name Descrl tion j 11372.1 Series 1 D Vertica/Mullion Vertica!Non-lmpact muplon Series 10 Sing/e Hung/Plcture j Windows ILimJts of Use Insta/latfon Instructlons � Approved for use in HVHZ:No FL21372 RI 11 Drawlna 1612 ndf ! Approved for use outside HVHZ: Yes Verifled By: Warren W. Schaefer, P,E 44135 i Impact Resisfant:No Created by Independent Th/rd Party: Yes j Design Pressure: +65/-65 Evaluatfon Reports , IOther: Thls mullion system is not approved for use/n the High fL11372 RI AE Evaluat/on revort WWS145 odf � �Veloclty Hurricane Zones(HVHZ). Mullion Assembly,pressure and Created by Independen[ThJrd Party: Yes I ;installatlon requirements are to be as specif/ed in the aitached ;drewing No. 1612.Job requ/red des/gn w/nd pressure shalf be ;calcu/ahed in accordance wlth the f/orlda Bul/ding Code Chapter 16 j and ASCE 7 Minlmum Deslgn Loads for Bu!ldings and Other �Structures. h p://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvIL5K15SWldz... 1/1/2014 c ca R cR � � g���� � � m�Q �� �r�����• �� N� � ���m� ��������� ��� ��������������� ��������������������� _ � � �Q���� � �������a� � ��� � ����� �� �m���� � � ��������� �z A��� ������ �� ��� ����������g �� ����������Q� ^_ � € ����b +�+Q� 3 �'7'F ����i� • �'z� � �£s���� ���`'�'�I�q,� ��� �w c�� 2�1 i�$ c Q � �n o � �o�mmgA ����I��r�0�� ���� ���Q#� ������25��w��}s������� �Q�� �� �� mO�+j=� �M � a � �.{> ���� ��> � S�� tv.! 'J n � ��� � � � � ����� �� ��. � � � � � � �� �� �� � Z � � �� � � � ��o�_ ��������� �������R�� � ���� �� ��� �� � _� � �� =��o� ��� ��'"�a � ������ �� �'� �g�� �o �� ��" m �' � �e � E N=�Z� ������� �� �o���� � �� � ���� �� '� �_ �� _� _� �g�o� a�������� ����������� �� ���� �� �_ �� ��� � �� g���� ��� � �,-���� _� � ���� �� �� � £ � �� € � o� ������� � '�� �u4� � � •� s �i � �� ��� �` � Zm ,����3� �� ��� �8 � ''� � � �'^ �� ��� � �,� _ � �� �� ��� � � � � _� � � -� _ � � � oo �� o � � � _ FOR MAX. MULLION SPAN, SEE TABLE 1.0 r--------------------------------------� I � I \ \ � I � N x^ � I � p� � I O O m � I I � ?� � � m � �o i i �� ZC � � — — I �pO j Q Q� N � — � m f s i � i zz � � � i `^m� Rl � ^rp� I �^ s '� i gg i 2 c � \ A D I mZc � Z� I \\ f� I m ��m L")O co z �m u � � � --- � � � m� ��.�\-i __ _ �________________-___________ r 00 ?d m " n ------------------------------- � �o �=� 'I �r � I — nm \ \ I mZ I + m y � m�z �.Z� pzz�+ � � � �� 0 0 Sy2� � �$ S`��n 2 ��= I �*�i I N�� c � I � I Z m�� I � I � � � � Z I _ �J.� - I m� i `_'� �4 � - - � �a m �mm ��n � —� � m� � �� '� I I _ z� �Z I I oom I I v o o p� I I ="a� I �\ \ I I �rR � I � L______________ ________�_____'________J {3'� N� . D VI�N-11/ F� ��2zZ�A . pm � g�gm;� �^�c��o zz� m� � Y�g�N� � � ��a � '� ' m r.�'i m cJii O°o o z v�� 2 �i���€�p v�Z� m ���Qg 2 ����ie� �F4 � �� � � D� i�� , ', p,�:N U���S(;%�,'•, U U N ? A U W W U ? ?U N -� N (,� W A A (l� (li � N 4 u A A (/� U ��C _{ r ��,n�a�„u��u��y�i�.0• �� �� N W V W W V 4 ... �l �O U �I W N 10 J � �J W �I W (.f� 10 �I � V W �!W VI Z O; ITI '��y,,^'��auNyN..,,F�''�, �> \ �zo N J :�'x;' '}7$: ��,�, g Z o :�.� Nn.4.4?35 �: � �� � �' * �ac. ��- � `. m z +�y ��/��'• STAYEO� I��, � � � Of O� O� N Of U�N 01 Of UI fl� A j O� lf� VI ? W W G+N Of A A W W N N ra �mF = S.'"�"•s �f :r�: �,y � A U V(/�t0 N (J� 00 h1 �N UI ID (.i V A O �D (!� oo N (J�O �l A l++ � N f C �4*,. <OH�4�'.:•'C�• � o � �� ic o in 60 0 -. o b� :. 'v� o b� in in � 'w i� u c N N i- r io 'v oo NAr � :°�p",................., L+� .• �A� Y � A,'� 'Jmm � c��i o THERMASTAR SERIES 10 SINGLE HUNG 3c PICTURE WINDOW �• p��N DESCIIIPTION er wre _� ���n /� VERTICAL NON-IMPACT MULLION �� urw�m cuaon nwanm ws a�n�i� y AUU O�I CONSULT�7ITS uANUFAC R R � t� ��N W. W. SCHAEFER ENGINEEFtING PELLA CORPOR4T10N Q k CONSULIING, P,A. (CA 6809) 2000 PROLINE PLACE � �+eo iwm coum� GEffYSBURC, PA 17325 s�C+� 3� W W.SCHAE�R P.E. PALII BGGH 6MOEN5,R 7}41! � �.� P.E. NO. 4413� PHONE:S!1-7at-]a7a 717-334-0099 � FOR MAX. MULLION SPAN, SEE TABLE 2.0 �A'm0 Zr Z I'='1 A O�Qf'1�y N y Z=t/1� r�Z�=p p�A A __________�__________�_____ ________ r--- \ \ j i � _� � 1 c�o�m � I o p m � I ��— � I � n �� � � �� z r �[O A O y '- C fn I - — I r goa Z I � � m£ �N m Z m � � I �m S I o� I ��m� '�� I " �� \ A�' � r�� u --� 1 �� � ��"�O� � � ----• �?----- FOR MAX. MUllION SPAN, SEE TABLE 3.0 r---------------------------------------i 1 � � \ I I � in =^ 1 \ � a �� � I �om � I I � �� � � n p I pF-z I � z� F �o 'D - � _ I �o n � �; -��i I �— I z f v� �a C I + � m ?$ m i A i �o� �m j �'�Q i r�ZZN Z� I 6 o � � ' � Z�� I £� p� I o�m•• �- � o � m� a m w i -� I Z c O �A\-i ---- _�--------------------- ---- ��nmo £� ' � � m 2��x � �m p�A�o '� 2 X A ���2\ � 2 O��v' � p f)yN G�A G) p1 mZ��X m ^ f'� � ; Z '� R �A�'D l,n „K,� [2+1 O � ? Z ? � N .(� n�N�� � . `jCl n� ? 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CA G809 Y .t� �4ao iso�wursr rropTM ) /fj� 2000 PROLINE PIACE �,y:� PAU/BFACX GMOENS,FL 3J418 /�'-� GETTYSBURG, PA 17325 � W� P.E�NOw4413R$P.E. p�p�E:Sel-7s�-]ax1 7 1 7-3 3 4-0 0 9 9 Y� 'lorida Building Code Online ra�e � u� � Approval • USER:public User Producf Aonroval Menu>plyduct or Avnllcatton Search>Anvl2atlon Usf>Appllcstlon Dtta// FL# FL16603 Applrcation Type New Code Verslon 2010 Applicatlon Status Approved *Approved by DBPR. Approva/s by DBPR shall be reviewed and ratif/ed by the POC and/or the Commission/f necessary. Comments Archived Product Manufacturer Pella Corporation Address/Phone/Emai! 102 Main St. Peqa,IA 50219 (641)621-6096 pedaproductapproval@pella.com Authorized Signature TROY FARR tbfarr@pella.com � Technical Representative TROY FARR ` ' : Address/Phone/Emal1 18600 NE WILKES ROAD ;r PORTLAND, OR 97230 (503)405-9176 '` tbfarr@pella.com Quality Assurence RepresentaUve TROY FARR Address/Phone/EmaiJ 18600 NE WILKES ROAD ���,� PORTLAND, OR 97230 t��r� �'� �so3�aos-9i�e �'�rY C�� :�y��: tbfarr@pella.com ��� ,�Q r-, �/�;�1u4� ��` - ���`�����.1 ,��� Categoiy Windows SubcatEagory Single Hung _ . Complie�nce Method Certificat/on Mark or List/ng Certification Agency Wlndow and Door Manufacturers Assoclation Validated By Terrence E. Lunn, PE ;1' Validatlon Check/!st-Hardcopy Rece/ved Referenced Standard and Year(of Standard) �tandard Year AAMA/WDMA/CSA 101/1.5.2/A440-08 2008 Equlva/ence of Product Standards Certif/ed By ProducY Approva/Method Method 1 Option A Date Submitted 10/30/2013 Date Validated Ii/OS/2013 Date Pending FBC Approval Date Approved 11/10/2013 ttp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsHepnq4%2fS6e... 1/1/2014 lorida Building C;ode Unline Yage l ot s �__...._.�.___....._._......................._._.�..........._......._._..._.._.......__. ... _.__.._..._._................_._..._._.__...._.....__........__.........___......._...._.................._....__......_._......_.._._........_.......__._...__.._..----..._._.._.._.._..___..._.__......----._...----- �Summary of Products • FL� Mode/,Number or Name Descri tlon �16603.1 Pel/a 10 Ser/es Sin /e Hun Window 36"x 90"V/n !Non-Im act Sin /e Hun Window ;Limits of Use CertlScatfon Agency Certfficafe ; Approved for use Cn HVHZ:No FL16603 RO C CAC CCL-411-H-1032 36x90.vdf j ! Approved for use autslde HVHZ: Yes Qua/fty Assurance Contract Expfration Date ; Impact Resistant;No 08/22/2016 � Deslgn Pressure: •F40/-40 Installat/on Instructions I. Other:Configuratlons of g/ass shall conform to the current ASTM FL16603 RO II 1414.ndf � �E1300 standard. Fixed check rall shall have Pella s contou�shaped Verif/ed By: Warren W. Schaefer P.E. 44135 steel reinforcement&act/ve check rail&act/ve sash stlles shall Created by Independent Thlyd Party: Yes �have Pe!la 5"C"shaped re/nforcement. Eva/uatfon Reports FL26603 RO AE i414.odf i Created 6 Inde endent Third Pa : Yes �16603.2 Pef/a 10 Ser/es Sin le Hun Wlndow 54"x 90"V/n /Non-Jm act 51n le Hun Wlndow tim/fs of Use CerHficatlon Ayenty Certlficafe Approved for use in HVHZ:No FL16603 RO C CAC CCL-41i-N-1032 54x90.ndf I Approved for use outside HVHI: Yes Qua/ity Assurance Contract Expiration Date ; Impact Resistanf:No 07/09/2016 j Design Pressure: +45/-45 Installatfon Instructfons � Other:Conf/guratlons of g/ass shall conform to the current ASTM Ft16603 RO 17 1414.ndf I I E2300 5•tandard.Active check rall, fixed check rall and act/ve sash Ve�/f/ed By: Warren W. Schaefer P.E. 44135 �st!!es shall have Pe//a's contour shaped a/um/num relnforcement. Created by Independent Thlyd Party: Yes � Evaluat/on Reports FL16603 RO AE 1414.Ddf Created b Inde endent Third Pa : Yes �16603.3 Pella 10 Serles Sln !e Hun Wlndow 54"x 63"V/n /Non-Jm act 5/n /e Hun W/ndow �Limits of Use CertfficaHon Agency Certiffcate I Approved for use in HVHZ:No FL16603 RO C CAC CCL-411-H-i032 54x63 odf ( Approved for use outsJde HVHZ: Yes Quality Assurance Contract Explratfon Date ; Impacf Resistanf:No 07/09/2016 I Desfgn Pressure: •F50/-50 Installation Inst�ucflons � Other:Conflgurations of g/ass shall confo�m to the currenf ASTM FL16603 RO 11 1414.ndf 'Ei300 standard.Active check rail, fixed check rai/and active sash Ver/fled 8y: Warren W. Schaefe�P.E. 44i35 �stiles shall have Pella s contour shaped a/uminum re/nforcement. Created by Independent Th/rd Party: Yes � Evaluation Reports i FL26603 RO AE 14i4.ndf i Created b Inde endent Thlyd Pa : Yes '16603.4 Pella 10 Serles Sin /e Hun W/ndow 48"x 73"Vin I Non-Im act S/n /e Hun W/ndow Lfmits of Use Cert/Featlon Agency Certlflcate , Approved for use in HVNZ:No FL16603 RO C CAC CCL-411-H-i032 48x73.vdf � App�oved for use outs/de HVHZ: Yes Qualtly Assurance Contract Expiralfon Date � impact Res/stant:No 07/09/2016 j Design Pressure: +50/-50 Installatlon Instructfons � I Other:Conflguratlons of g/ass sha!/conform to the current ASTM FL16603 RO II 1414.odf � �E1300 standard. Act/ve check rail, flxed check rail and act/ve sash VeNfied By: Warren W, Schaefer P.E. 44135 � ;st!/es shall have Pella s contour shaped alum/num relnforcement. Created by Independent Thlyd Party: Yes Eva/uaHon Reports FL16603 RO AE 1414.adf � Created b Inde endent Thlyd Pa : Yes i I !16603.5 Pe//a 10 Series Sin /e Hung W/ndow 36"x 62"VIn /Non-im act Sln /e Hun W/ndow �Llmits of Use Certiflcatfon Agency Certlf/cate ' Approved for use in HVHZ:No FL16603 RO C G4C CCL-411-H-1032 36x62 vdf IApproved for use oulslde HVHZ: Yes Qua/ity Assurance Coniract Fxpi�atton Date ! Impact Resistant:No 05/11/2016 ; Design P�essure: +55/-55 installation Inst�uct/ons j Other. Conflgurations of g/ass shall conform to the curren[ASTM FL16603 RO 11 1414.ndf ;E1300 standard. Fixed check rail shall have Pella s contour shaped Verified By: Wa�ren W. Schaefer P.E. 44135 �stee!reinforcement&active check�aU&active sash stlles shall Created by Independenf Thlyd Party: Yes � �have Pella s"C"shaped reinforcement. Eva/uation Reports � PL26603 RO AE 1414.vdf Created b Inde endent Thlyd Pa : Yes '16603.6 Pella 10 Ser/es Sin /e Hun Wlndow 36"x 73"VIn /Non-im act Sin /e Hun W/ndow �LJm/ts of Use CertiBcatfon Ayency Certiflcate ; Approved for use In HVHZ:No FL16603 RO C CAC CCL-411-H-1032 36x73�f ; Approved fo�use autside HVHZ: Yes Qua/I!y Assurance Confract Exp/ralfon Date i Zmpact Res/stant:No 07/09/2016 � � Deslgn P�essure: +60/-60 Instal/atlon Instructions � ' Other:ConfJgurations of gfass shall confo�m to the current ASTM FL16603 RO II 14i4.vdf i ':E1300 standard. Fixed check�ail shall have Pella s contour shaped Verified By; Warren W. Schaefer P.E. 44135 aluminum reinforcement&active check rall sha!l have Pella's"C" Created by Independent Third Party: Yes ;shaped reinfo�cement. Evafuation Reports FL16603 RD AE 1414.vdf � tp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsHepnq4%2fS6e... 1/1/2014 lorida Building Code Unline Yage 3 ot :i i � ; I Created by Independent Th/rd Party: Yes �16603.7 Pella 10 SeNes Sin /e Hun Wlndow 5�-1/8'x 50"Vln /Non-lm act 5/n /e Hun Wlndow Limfts oi Use Certification Agency CertJficate Approved for use fn HVHZ:No fL16603 RO C CAC CCL-411-H-1032 52.17 x 0. f Approved for use outside HVHZ: Yes Quality Assurance Contract ExpiratJon DaPe Impact Resistant:No 07/09/2016 Deslgn Pressure: +60/-60 Installat►on Instructfons Other:Configuratlons of g/ass shall conform to the current ASTM fL16603 RO 11 1414.vdf E1300 standard.Act/ve check ra1/, flxed check ralf and active sash Ver/fled By: Warren W. Schaefer P.E. 44135 �stiles shall have Pella's contour shaped a/uminum relnforcement. Created by Independent Thlyd Party: Yes Evaluatfon Reports FL16603 RO AE 1414.vdf ! Created b Independent Third Pa : Yes �......_..__..__....__._._. ...._...______. ._...._. __._..__. ._.,__.__...__. _. _. _-- -._. -- -- - tp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsHepnq4%2fS6e... 1/1/2014 ,� � n ; s s 2 - o (o Z Z ? 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