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Home My WebLink About16-17618 \ , � ; CITY OF ZEPHYRHILLS 5335-8TH STREEf , � _ ; (813}780-0020 �7��$ � BUILDTNG PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 17618 Address: 5242 PARKER ST Pernnit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Ciass of Work: 434-ADD/ALT RESlDENTIAL Township: Range: Book: - Propa�ed Use: NOT APPLICABLE Lot(s): , � Block: Section: Square Feet: 5ubdivision:/ LINGOLN HEIGHTS Es�t.Vaiue: Parcel Number: 12-26-21-0280-00000-0130 Improv. Cost: 4,643.69 OWNER INFORMATION Dat� lssued: 810112Q16 Name: HUBER A�.AN & HEATHER Ta�al F�es: 90.00 Address: 1958 MANOR LN Amo�un# Paicf: 90.00 HASTINGS MN 55033-332Q Date Paid: 8/01/2016 Phone: 651-338-4437 Work Desc; REPLAGE 10 WINDOW S!S CONTRACTOR S APPLICATION FEES LOWE'S HOME CENTERS INC " BUILDING FEE 90A0 � ! � i i � ��fi ,� t � � � ' Ins ectians Re uired FO TER � 2ND ROU H PLUMB MI INS TIO CEIL G FOOTER SOND DUCTS INSU�ATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUNlB PRE-NlETEF2 lNSULATlON WALL M1SC. DUCTS INSTALLED WATER M(SC dRIVEWAY � PRE-SLAB SHEATHING MISC. MISC. � CCINSTRUGTIQN PQLE FRAME fVi1SG. MlSC. REIN�PECTION FEES: (c)With respect ta Reinspection fees will comply with Florida Statute 553.80 (2)(c)the loca!�avernment shall impose a fee af faur fiimes the amount of the fee imposed far the initiat inspection or first reinspection,whichever is grea#er,for each such subsequent reinspection. NOTICE: In additian to the requirements of this permit, there maybe additional restrictians applicable to this praperty that may be found in the pub(ic recards af this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "V1ta¢�ning to owner: Your fai[ure to record a natice of commencement may result in yaur paying twice for improvements ta your property. If you intend to obtain financing,consult wifih yaur lender or an attorney before recording yoar natice af commencement." Complete Plans,Specifications Must Accompany Application. All wark shall be pertormed in accardance with ! Ci Codes and Ordinances. NO OCCUPANCY BEFQRE CA. � NQ OCCUPANCY BEFORE C.O. ,�� , ' ,r:'� � 4 <-�� GONTRACT R SIGNA URE PERMIT OFFI R PERMIT EXPIRES IN fi MUNTNS 1NITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PRO�TECT CARD FROM WEATHER E vunumy vcspatu��etn _ , /Y7 tT/N"�~(.f4 p�at�e=ie�c�eiv��d� 7� Z L��f phone Cant�act t.�o,�r Permlttln � 13 Zb'� `�J � � Ownea�'s Name� t� �!� Gtwn�er Phone Number � R��t__Id__ � _ �i — � 7 Own�a�'s Adc9re'ss Owt��r Phane Nutnber , [ �z��. A�� sr � � __.� _. Fee;ilmple 7'ftlehaider Name �_' � Owrnsr Phane Number � � Fee aidnple i'itlehoVdet Addtess �� _ � `� � JOBA�pDRESS �Z�Z PARI��P.I2 �iT� �hi j��..3� `�r�iL L4T# � � .� SUBbIVISIOIV ' [L��►�a�N E/ei9tiT5� PARC�L ID#��j�,'�a-2/-��."�O-G1GOOt'`� S„a�3Q Y `,� {t�87AtNED F12QM PROAERTY tAX HdTtCE) WORW.PROF�03ED NSTAI�LSTR�� REPAIFt � ��IGN C� CI DEMOLISH PROIPCISED USE SFR �� COMM [ ,� C)THER [ �_�� TYPE:i�F CQN i TRUCTI�N BLOGK �� _ FRANI� �� TE�� C� C ..rr.� DESt;lFCIPTIO�NQFWORK �P..P� �O_�t� uay�'�$ Si2-tr $t�, FL11S34� l�'L. 1�Go3 � , BUlL[DING SIZ� C� � :4p FOOTAGEC� HI�ICiHT �� a��c�:u��u.t�c u�� uu.�x��zzi�zr� [��BUILOING $ l J �Y3' .C� VAL.UATION QI=70TAL CONS'TRUCTlON �� _ � '7 f'".M [_^�ELI:�TRICAL $ � AMI'SERVICE [� F'ROGREBS ENERC,Y � W.R.E.C. [__�PLUMBING $ � � �� [_�MEC�ANICAI. $ VAL.UATION Of=MECHANIC:AL INSTALUITION � � f � � GAS I ROOFINQ S E 7Y L_� , O I� P CIAI. � OTH�R � FINIS�lGD FLO i R ELEUATtONS r� � �LOOD ZGNE AREA �YES NO L �-r�r�-r�-t�-rt+��tt�-r tmt��-t-rn rt�tt� �+t�-��;tt+++�+rtt�-t , ^ � � � �� BUILID�R ��-�. co �A�Y ��o w�e..5 �-�om T�e.�,, �.L, SIGNA�TURE ��, At�TTf►O��I �C1�� REC�(STERED =Y'/"N FEE CURRE� Y/N ' � —, _.._`� ,4ddress ��O QC►7� �$lg q 3 �?(2.�Ar1 � t=t, "�Z87$ Llcense# ��-1��'�Y!? I ELEC:1'ftlClA1V ' � COMP'ANY SlGttiiATUl2E REGISTERED � �Y I N FEE CURRG� Y/N �� 1a�ddreSS �_-- ��_�� LIC@ti58# �� r� PLUNI[34=R ' GOMPANY SIfiiF1,ATUf2E � REG�&TERED � '(J N FEE CURRE� Y/N '—�� l��ir,tress �� Icense# �� MECN�A141CA!_ � COMPANY ` _� S1GFI�AT#JRE � �. REGISTERED Y/ N F[E CURRE� �[ Y!N �� A��cir9ss _ �ICSt1S6# �� _� � � r ; OTHEiFt COMPANY �� SiGN,4T�JRE C REGISTERED Y/ N FEE CURRE� Y I N �___� � A�iciress . �� Lioense# �� -H+Ht+i-�+++�+P-t�f-H �i�FfhhHi#H+fi-1�Fi-H�ffiii-F �fi�ff+h9 �ESII)IENTIAI. � Attach(2)Plot Plans;{2)sets of Bullding Plans;{1)set of Energy Forms;R-��-W Permlt far new construation, Minlmum ten(10)workEng days af#er submittaf date. Requlred onslte,Cnnsfructian Plans,Stormwafer Plans wJ Silt Fence instailed, Sanit�ry Facllities&1 dumpster;Site Work Permlk for subdlvlsions/large proJeats :OMtV4E12.C{AL Attach(3}compiete sets of Bufldfng P1ans pius a Lffe 8afety Fage;{4)set of Energy Farms.R-0-W Perrnft for new cbnstnlct(an. - Minlm«m ten(10}working days after stibml#tai date. Required onsite,Ccrostructlon-P-Ians,Stormwater Ptans wl,Slit Fence instaued, ; Sanitnry Facilitles&1 dumpster.Site Work F�ermft for all naw proJects,All commercial requlrements must meet compliance-ti- -- iiGN F��E2MJ7' �, Af#ach(2}sefs of Engtneared Pt��ns. "`""PFtOPER'1`Y SURVEY requirod for all NEW constructlon. �3TIIiIII217:7SJ1III ��Q�1�t�:Ia:��L� 1$d }ireci;i��ras: F�ill c�ut application oampletely. U�vner�Cantrackor sign back of appltcakion,nc�ta�lzed 1��over$;�5Q0,a tJotice of Cammenceme�rt Is requlred. {A!C upgrades aver ST5d0� ' �lgent(for the cnntrar,tor)or Power of Attorney(for the owner)would be scameone with notarized letter from owner authorizing same )VER'C�16 Ct}UNT�R P�:RMtfiTtNG � {Frant of Appiica#ion'Only) _ teroofs�if shingles 5ewers Servlce Upgrades A/C Fences(PIot/Survey/Footage) [►iiv�ewaS�s-Not over Counter if ori public roadways..noeds ROW � . . .. ., . , ... � . NC}TIGEc C?t� DEE�.R�STF�ICTIt�N$: The undersic�nad understands that#his permit rnay be suhjecf to"d+��d"restr•��:tions" whic�O may be mare,,restric.tive than Gat�Eity regufat�ons. The undersigned assurnes respons(b€lity for compfiance with any � appl#r.able deed restrictlons, � UNU�C��ISED CONY'RA(:TORa� /�►N[) CQNTRAC:T��R RESPONSIBI�ITlES: If the owner, h.as hired a•c�mtractor or contr��ckors to undertake work, they may bo requir��d �o be ifcensei� In accordance with state and local rec,�ulatians. If th�: contr��ctor is r�ot licensed as requ(red by law, both the owner and contractor may be clted for a misdemeanor vfc�lafion under state law, if fhe owner vr intendQd contractor are uncertaiii as to what licensing requirements may apply for fh�: �ntenc�ed wark, they are a<ivlsed�o cantac4 the Paseo Caunty Bi�llding Inspeatfon Division—Lficensing Set,�lan at 727-847�- 80Q9, f=urthermor�, if the awn�r has 9�ired a cantr�ctor or contractor a, he Is advised ta have the contractor(s} sigr� portfons of the "contractor Block° of this applicatlon #r�r whlch they wil) be resportsib4e. If you, �s fhs oWn�t' Slgn �s tR1E: contr��ctnr,�thak may bs an indicatlun th�at he is not pi�operly Ilc�nsed�anci Is not entifiled to permitting prlvileges in Pasc� County. TFtAh�SF'ORTAT(ON IMP�ACT/U'fIL1TtE� IMPA'CT At�D R�SCIl1RCE RE:Ct3VERY FEES; The undersigned �mder;�tand�� that 1'ransportatian (mpacQ Fees and Ftecaurse Re�,overy Fees may apply to the consfruction of new buiidings, change of use in Pxisking buildings, �r axpansian �f exlsting buildings, as specified in Pa:�ca Caunty �rdinance number 89-07 anci 90-�7', as �mended. The under�igned �I 3o under;�ta�nds, fhat �ueh fees, as m�y be due, wil! be identifi�d at the fime of perm�t#ing, !t is further urEderstaod that TransportF�t(on fmpact Fe�:s and Resource FZecovery Fees musf: be K�ald prior ta r�:cei�rinc� a "cerklficate of occupancy" or final power rc�lease. If th� proJect doe� not involve a certifticate af oc.cupancy or final �aawer release, the fejes must be pald prfar ta p�;�mft issuance. Fw�khermore, if Pasco County Wat�r/Se:wer Impact fees ��ra due, they�must b�� pald priar to permlt I�suant.e in accordance wifh appllaable Pasco.Counfy ordint�nc�ss. CUNSTitUCTION LICN LAW(Chapter T13, Floritia ,5tatutes, as amended): �f valuation of work is $2,;iU0.00 or rnore, I certif?� fiiat 1, the applicanf, have b�er7 provided with a copy of the "Florida Construction l�len l.aw•--Nc�meowner'� Pratectic�n Guide" prepar�d by #he Flori��a Department of Agrlcuiture anc! GQnsumer Affairs. if the appf'scan# 1s sorneonf; other th�n the°ovunet", f certlfy tha4 4 have obtalneci a copy af the �bave tisscribed dcacument and promise In �taod faEth tc� deliv��r It to khe"owner"prior to cammanr,ement. ;;., C�N'TRAGTOR'SlOINNER'S AhFVDAV9T: 1 certff�� that all the information in this application is accurate �nd that all work will�be done in complianc� w(th all applicable laws regulating construction, zoning and land deveiopment. Applicatian is herei:ry made to obtain �i permit to da work and ir�sfallafion as indicated. I certify that no worlc or insfaflation has camrnenced privr ta issu�nce of a perrnit and thr�t �!1 work will be pe�'armed to meet standards of aii laws regcalatinq cansCrucfion, County and City aodes, �oning regtalaEfons, and fand development x�gulatlons 9n tha jurl.cdlction. ! alsc� certif,y that 1 understand tt�a# the regula#ions vf ottier ;�overnment agenci�s may apply to the intended wark, ��nd that it i.� my r�:sponsfbility to Identify whak actions 1 must tak+�tc�be ln compllance. Such agencies include but are nc�t limlted to: - Department of Environmontal Proteckion-Cypress �ayheads, V1/e#land Areas and Environmentally SensitivE: Lands, WaterlWastewater Treatment. - Sauthwest Florida Water Management District-Weils, rypress B�yhearis, Wefiand �re�is, Alterinca � Wafercaurses. - Army Corps of Englneers-Seawails, Dc�ck:�, Navlgak�le Waterways, - Depar#ment c�f Heaith & Rehabilltative .3ervices(�nv�ironmental Nealth Unit-Wells, Wastewater Treatment, Septic Tanks. . - US Environmental Protectlon Agency-f�sbestos abatement. - Federal Aviatlon Authority-Runways. I understarid that tii'e following-rastrlctions apply fo tha use of fill; - Use of fill is nof allowed in Fiood Zone"V" un(ess expressly permitt�d. - if fhe flll material is to be ttsed in F�lat�d Zone "A", ft Is under5toad that a drainage pla�i addressi�g a "compensating vaiume" wiii be submft�ted aE time of permittir�g whEch is prepared by a prof�ssianal engineer licensed by the Stat�of Florlda. - !f the flll matQrla) is to be �ased in Flc�od Zane "A" in connection with a permitted building using sfem wall canskruction, I certify that flll wlll be us�:d c7nly to fill 4he area withln the stam wali. - If fill material is to be used In any r�re�, ( certify that uso of such fi(i wiil not adversely afff;c# acljacenf properties. If use of fill is found to adaerseiy affect adjacent properties, the owner may be cited for vlofatinc� the condifion:� of th� buiiding perm3t i,�sued under the at#acl�ed permit ��ppiication, for lots I�ss than c�ne (1) acre wMch ara efevated by fill, an engli�teE>red drainage plan is requlred. !f I am the AGEN3 FOR YHE 01NNEFt, ! promise in good faith to Inf�rm the owner of the permitting conditions set forth in this <�fficfavit prlor to comrnencing cvnstructian. ! �.anclerstand that a separate permit may be required for electrical work, piumbing, sigrts, wells, pools, air conditioning, gas, �r other installations noE �pecifically included in tha application. � pf�rmit(asued shall be coi�strued to bo �� Ifcense fc� procsed with the work and not as authori#y to vloiafe, cancel, al#er, or sE�t aside �ny provisions of the t�chnical codes, nor s6�a11 issuance of a permit prevent the Buildirig Offlciai from thereaf�er requiriny a correction of errors ir7 plans, constructicrn ur violations of any codes. Every permit Essued sh�N be��ame i�valid unle.�s the work aufhorizead by such permit is commanced wifhfin six manths o1'perm�t lssuance, or if work authori:zed by the permit is suspended ar abandoned fo��a period of six{6) months a#ker#he tlme the work !s commenc+�d. �1n extension may ba requested,,ln writEng, frarn the Buildfng,Oiflclal for a periad not to exc�ed ninety (90� days and will ��emonstrat� jtastlfiabie cause for the extension, !f wark ceases i°or ninety(90� consecutive days, th�job is cons(dered �abandane�. 1rJrA_f_;tN1N_G TO_aWtdER: YOUFt FAtLv�iE TO RE�ORD A NOYICE t7F_CQMMENGEMEN_T_MAY RE:�UE.T IN YC1Uf2 F�AYINC�1'liY10E�O�IMIPROV�II��PiT�TO YC3UlR F'ROF��RT'Y.-�)F�iiC-iu iiv i E_�lu"Tt�"�BTt'ii�t-r��f�n1C�N�,��Ot+ISt1L-'T—"= �=� W130i YOt1Ft�ENDER OR AN R'TT'ORNE�Y BEFaRE; REC�RI�ING YOtJR NOTlG� ��COMMENCEMl�INT. Ft.ORlDA JttRAT(F.S. 117:03} .�. �. I OWNIER�R�4GENT CONTFtACTQ '� `�'"�'�` � 5ubscrfbed and sworn fo(or af�rmsd}bsfare me this Subscrlbed and orn to(or affirmed)before me this � �by by 5' . C.�O �� Who islare personally knawn to me or haslhave prvduced Who 4s/are persana{ly known to m�s or has have producsd as 1denEfflcatlon. as ldentification. , Notary Public r�' �,_ tary Public Comrnlssion No. Commissi n a. � — ;-u=�., _� � Namc�oF t3otary typed,printad c�r stamped Name of Npkary` ,{S�rd, � �y��#�p�0422 � � ` �' Ex ires December 12,2d�$ .>b,?.:i�� 7ots �: F�''' qondedThNTro fatntnsu�a+ws&�385" �i,.: Y .. r.��,{..WJ4!SN�� , I , � City of Zephyrhills � BUILDING PLAN REVIEW COMMENTS , „ > . �,� Contractor/Homeowner: Q Date Received: ��2��L� Site: � �✓�� " " I ' 1 � u�� Z��--__ Permit Type: Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ � � � 1 , � � ,� I � , � � I , l � � � This comment sheet shall be kept with the permit and/or plans. i ' � �' � ' Date Contractor and/or Homeowner ,�. �� (Required when comments are present) �i 1 � R P � f , ,. . . ,u-� ,:s,:;;c,_r,,s»�i: :a arrG.•'�ic}� :r,.�yr�; �YI1+ i:� 'i.?a,a��o"�:;: .'•-ys:.•+yi., .,�,. ;3,',;,'. � ' , 't :,*� F L� :4,'. 1= r', t.r.' � '�° . 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' Draw t�ie wakls;where�,rindows are being replace�d and label them front, back, L side a�I�side (as seen frorn the stre:et) � 2. � Draw•trte win�lows that are be�n�; replaced on each windotnr drawing :3, Pfar_e a ca��itaa letter k�eside each window in the +irawing.bV'i�ndows with the same dirru�risions witl havE�the same lettei•. �ornplete the information on the next pag;e using the corresponding letter. 4. Labe each exi�ting windo�nr with the type of exterior materi<�I surrounding the window (far exzimple: brick,vinyl, Iworac�,r.la{�board, etc,)Al:�o, label existin�windoiN type (for examp4e:aluminum,wood, vinyl) _�.r i __._.____.____., �...... . ._._ � f � ��' ��.- —_�__�~ � � �' E� G �=, � � � , r�...�� b � .Po R�� ._.�:�.-- �- �- ------t==�---.� ,.�,r.__, ._ �R�M�' `_>��1�' � �� y� �� ' ��.._ � / '� ,a �-�'� ' � �"B_ ,f G � c� �;•S � I � r a�c .t u.� � . . . � • I : `� I . ; , . � ;; Product`Ap�rov;il Menu>Product orlAn�licntion Search>A� Ip ication List>Aj�plication Detnil ' I rl.,if �, FL1GG03-R7. � '� Application Typf: Revision � Code:Version !� 2014 ! Application Status , Approved ; *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC j and�or the Comjnission it�necessary. Cnmments i ; Archived � j Prod�.ict Manufecturer Pell�i Corporatid» � Address/Phone/I}:mail i 102.Main St. � I Pell,i,IA 50?.191 � ! (641)621-60)6� ; � pellapro<luctapp�oval@pella.com , � Autfiorizf:d Signiture TROY FARIt , � � j tbfnrr cCi pella.com � I I l'echnical Representative �', TROY FARR i � Acldress/Phone/E:mail !, 18600 NE WILKES ROAD PORTLAIJD,OR 97230 (503)405•9176 ; tbfnrr a pella.com Qi.ialiry,Assurince Representative Pat Etortsclieller ' Address/Fhmie/Eimail � 102 Main Street � Pella,IA 50219 i (641)621-1000 I PJ2ortschellcr t�pella.corr� CnteE;o�y � Windo4vs I ,�ubrjtegory j Sinnle Himg I i Compliance Method � Certification Mark or Listing I ' � Cc:rtif'ication Agenc}� � Window and Door Manuf�cturers Associntion Validetr,d By ; Terrence E.Lunn,PE i j ' � Validation Checklist-Nardcopy Received � i Referelced Stnndard end Yetu•(ofStandard) 5tandard Year ' AA�9A/�+DMA/CSA 101�/I.S.2/A440-08 y 2003 AA1�1A/N'DMA/CSA 101�/I.S.2/A440-11 .C�A�Q<< 2011 , 2�p�G�p , C��O��i°� I:qui��leu�;e of Yroduct Standtirds ' Certii'ied l:ty I, ��9�G4�ti9 � i ��l�Q�4`C� � y��2c�;� �� i � i ' y!��,��0 ��i ! Ci'A� l�' Op� 2.� Product Approvnl Methocl I Method 1 Option A j ��/�.� �'QQ� � , I �� 29�4 � i �� Uete;iubmitteci j 04l12/201E , � D�te 1�alidated 04/12/2016 � ��,�� 0 Cin�e Pending FE3(:'Approvel � /ap.�� ^ ' � � Dsue Approved ; 04/13/2016 I �,�y��`� , � �� e I I � � , lrt1:�7;//,«��v`��,f].o'ridabu.ildin�.org/pr/pr_app_dtl.aspx?pa.ram=wc�EVXQwtI)qsHepnq4%2fS6e.,. 5/9/1Q 16 I � � i � r�t�e % �1 � . . . ; � � � Sumn�:ir of Producls ' _-_��_ �v. 1�L N ' Mod;el,PVumbcr or Nnmc Dqseriptiouj IGGO:i.I �� Pella�l0 Series Single Hung Window 361'x 90"Vjnyl Non-impact 5ingle Hung�Vindo�v ---------�—�_ �. _— � . .._.._ Limits of Use , Certification Agency Ccrtificate Approve�for u�e in IiVI�SZ:No Fll.16603_R2 C CAC CCL_411,-H,-1032.36x90,pdf ,lpprovcd i'or use outside HVHZi Ycs Q�i ality Assurnnce Contract GxpiraHon D�te Rmp,jcr.Resistan't:T!o ' 08/22/202'1.� C)esi;n Press�u•e;�+-AO/-40 Ins�tallation�Insh�uctions Otlier,Confi�ur�ations of�;lass sha�ll cnnform to the current ASTM E1300 FI�16603 R�2_II_Drawing..l!114„pdf slandard.Fixed checl<rail shall have Pella's contour shaped stcel V�rified Byt VJarren W Schaefer P E.44135 ' reir;f�rcemeni k aclive check rail&active sash stiles shall have Pf:lla's C�eated by�ndependent Third P�rry;Yes "C"shnped reinforcement. �v�luation �ieports ' �L16603_R2_�1E DrTwin.R..l4la,.�x1f' ______ � _`_ u Cr�e�ted by�ndependent Third Party: Yes - =— --- -- , -�-- -- --------.._.._ 16G03I2 � ; ^ Pelln�10 Series Singlc:Hung Window 54"x 90"Vi:nyl Non-impact Single Hung Window -- ----• ----��.-� ----- -L-- - - - --•�-- L,imils uf Use v' Ce�•tificatio�i Agency Certificate Appiroved For usc in Hi�I�Z:No Fli16603 R2 C CAC CCL 41 I-H-1032 54x90.udf Appiio��ed Far use outside HVH'L;Yf;s Qu:ality Ass�r�nce Contract Gxpir�tion Date lmpact 12c:;istant;i�lo 07/09/20?.7.i Uesi�n Pressure�+45/-4S [nstallltion Tnstructious Ochei•:Confi�urations of f;l�ss shtill conform to the current ASTM G1300 Fli16603 Rl II Drnwin� 1414.qdf stand�ird.Active checl<rail,fixed clir.ck rail and active s�sh stiles shall Verified 13y:;WTrren W Scliaefer P.E.44135 have I'ella's conto,ur sh�ped elwniniim reinforoement. Created by Itiidependent Third Parry:Yes L'vTlu�tion•�ieports Fli16603_R� AE_Dr��yin�_141,4,,,pclf __ !� Created by I idependent Tliird Parry:Yes _�__._.--� i _—. � ._ .._... IeiG03�3_ ' � Pellail0:ieries Single Hung Window i 54"�x 63"Vii'iyl Non-impact Single Hung Window -- --------�—_ Limits of LJsc Cei'•tificetioit rlgency Certificnte V tlpproved for usc in HVIfZ;No i FL;1,6603 Ij2�,C_CAC CCL.4.1,I-I-f_,1032,.54x63,��c1f rlppi�oved for use outside�1VIi7;'Yes Qualiq�Ass,�lrance Contracl Gxpiration D;�te lmp�ct Resista�it:No 07/09l2022i i l7csign Presstu•c:+50/-SO ' lnstalletion;�nsh�uctions Othei^Conf'igurations of�;lass shal,l conform to the current ASTM F 1300 PL7G603 R� ll Drawin� 1414.p.df sttind�rd.Activr,cliecl<rail,Iixed check rail nnd aclive sash stiles shall Veritied By:j Wsirren W Schnefer P E.�4413� have 1?ella's coutour shaped eluminum reinforcemenL Created by I�dependent Third Parq�:Yes I1'svaluatiou I�eports � FL16603 K2 AE Drawin� 1414.��df _` , W___`_ �,_ Created by�dependentTliird Party:Yes 16G03_4 Y____ V Pelln�I O Series Single 1-Iung Window �48"x 73"Vii�yl Non-impact Sin�le Hung Window�y �y Limitis of Use CertificntioniAgency Ccrtificate 1 n aee Resist�iut;N H lell iVfIZ:� FL16603 R2_C CAC CCL_al,l-H-1032,48x7J,pc1f I P i �Yes Qunlity Assu�raucc Contr•�ct�xpiraHon Dntc n 07/09/2022 � Desigu Pressin•e,+50/-50 ' L�stallation[nsh•uctions Other,Contigurntions oi'gfass shalliconform to tlie current ASTM E's1300 FL16603 E22 11_Drn�vin,g_141,4.;,pd.f standard,Active checic rail,fixed check rail and active sasli stiles shall Veri�ed By;iWarren W.Scli�efer P E.44135 have Pella's contour shaped filuminuin reinforcement, Created by Iifdependent Third Party•Yes � ' 1"svaluatian f2eports --- ' i ,('L16603_R2� AE_Dra�v_ii��.l41�1;gc1f ___ �,___ ; Created by I'i�dependent Third Pnrry:Yes IG607.5 + Pella�l'0 Series Single Hung Window 36"x 62"Vii�yl Non-impact Single Hung Window . --- ------�---.—.�—•— �_ L,imits oi'Use Certification�Agency CertiPcete ^ Approvcd for use in HVHZ:No rL16603 R21 C CAC CCL�{I 1=H••]032 36x62.pdf Appiovr.d for use outside FNHZ;�Yes Quality Assu�•ancc Conh�act�xpir�tion Date Im��nct 12csist�nl;No 08/22/2022 llesigu Pressurc,+55/-55 � [nstallation If�struclions Otl�ei^Configin•ations ofgiass shall�conform to thecurrentASTM E1300 I'L16603 R2!I1 Drti�ving 1414,pcif slanderd.Fixed checl<rail shail h1ve�Pella's contour shaped steel Veri6ed By:�Verren W.Schaefer P.G 44135 reini'orr,ement&active clieck rail Fi.'active sash stiles shnll have Pella's Created by[ndependent Third Parly: Yes "C"sli�iped reinforcement. L.VAIIIAf1011 Rfi�01'fS � I�L16603 R21AE_Dra�v_inR_I!{la,.pdf � Created by lndependent Third Perty;Yes .I6GU3 C __�_____ Pelln IO Series Single Hung Window`_ 36"x 73"Vinyl Non-impact Single Hung Wintlow y___.. T - � : � , , � Izts;p:fiwww,f�ot•ic:iabLiilding,org/pr/pr_app_dtl,aspx?para�n=w�EVXQwtDqsF3epnq4%2fS6f;,,, S/9%�Olh � � ra�e ..� oz .s , . � . , � - i ' � i l.,imits ol'Use Certificetic�n A�ency Certificate � �� oved Par use in H'VIIZ:No FL16603 it�_C CAC CCL_41 l_H-.1,032 36x73,;,�>c1f A>>r e\pprbved Por use outside HVH7:Yc:s Q�ality Assurnnce Conh�nct Cxpirntion D�tc lmpnet Rea�istlut:No 07�09/2022� Desi�n Pressurc;+60/-60 [n tallatiorj�InsUuctions Otlier:Conligurations of€;lass sliall conform to the current ASTM E1300 FL16603 122 11 Drawin� 1�414.pdf I stand�i'rd,Fixed check rail shall have Pella's contour shaped aluminum VBrified 13yI Warren W.Schaefer I'.E.44135 reini'orcement�!c nctive check rail sliall have Pella's"C"shaped C�eated by�tndependent Third Perty;Yes reint'orcement. f:v�luetion.�teports � FI{,1.6603,_R2_t1G,_Dra4yiii.g,1�{I�I;,E�clf Created by fndependent Third Parry:Yes 16603.7v ^� Pella 10 Series Single Hung Window .52�1/8"x 50 inyl Non-impact Single Hung Window +` ..' ----��_.__�,_�.—. _� — ---•-- -.._.._ 'ni f , Cel•tific�tinh A�enc Certificate I.ir ts o Use � y Apprpved for usc in HdIIZ;No FL16603 lt2 C CAC CCL,4,1._1-H-1032 5?,.125_c50,Uclf � ;hppri�ved For use outside HVHZ: YE:s Qiiality Ass�irnncc Conh•act Gxpiratfon Date Impact Resistant;No 10�17/20?.3 � Ucsi��n Pressw•e;+60/-GO lnstnllation nsh�uctious I I Other:Canfi;urations ofgl�ss shall cc�nform to the current ASTM E1300 FLlr3 I�I1 Drnwine. 1414Tndf slandard.Active cliecic rail, fixed check rail and active sash stiles shtill Varified Hy+Wen•en W Schaefer I'E,44135 hEive I'elln's contour shaped aluminum reinY'orcement. Created by lhdependent Third Party•Yes 1'sv luntion�2eports F�16603 ItL AE Drawins 1414.pdf ____ ____.___.._...�___ .,_,._„�.,_.T _�. .Cr ated by I depeudent Tliird Party_Yes �Y�`_` i I � � � I � i � ; � ; I i I � � I � I I . ; I � � t i , . ' I � { I � i � + http;%/wv✓w,i:loridabt.iilding,org/pr/pr apU dt1,�sUx?p��ram=w.�EVXOwtDasl:-�e�na4%2.f�E�e 519/')n1� ' "5 i.'v':??'J"'1'�'�"Y+O r:a°^�.� ::^; ��:..c:�e:� � _. .. .._�_ t'J.lH�.YCY.�CT OE USF.)�CR:f2:.SS£1AT T��i:� S !. i:;nu Fns��s+nu ee w nuoaoux�wm n�ese oanvnracs. �:swEu �..,;:�;� _ /OR 1NSVIU.TOV Of:.Nt d�MciTt FROOUC:NOR Wv I� .WC1WN ENBfD TO 8�15E vn7EHUl 5t4111 BE BEl'OND WALL i7MSTf OR ST1CC0. �Er 8E uSE�fOR Rnitowl uro/oR l.a('r1 MPrrova� J/�w�a z oa�u�es.euam�e x euaewc vwS�Et�Eas tws�aFopE+�r o'aiwm rc �FOR MaX. FRAME WIDTH, SEE� �°;'''^�'�oouer n+c vaoa�o er n�wrnen,aEte W\ WSfquEp TO TR+NSfER WINO LOADS TO 7TfE S7AUC7lIRE TEO ON ntiSE oRnvnNrs. I e o $ ^ 3, TYI(SE NON-MPACi W1hU PROWC�ItS�Wl�T10N5 ME IN ACCORQWLE W�7M NOTE BELOW � � 1 ,wD uEE�nrt pEOuiriEVEr+rS or tHE RORian su�Wir+G r A O E!�EC?. 1I..�I I'� g+� o I I EJ I I � � '�• � �o y 4. ALI.A\CY.ORS S:.CU:.I�+PRODUCf FRhI��TO PR�SSLIRE TREA7ED BUO6 OR 6' MA)C. AEaX. 6 alP.7�. ��I i W000 FR.LIIV:SW�'.L SE CAPAHIE OF RSLS.^.NC CORROSION G�JS:D BY hiE i • � �• • iPRESSI.R:7RfATA:..^".1.'.:..A:S!'i i::l7C'JD. ____ _ _ _ i7.�._ _ � � S u p T E R I p 1 5,W C I L D W G B U f N OT L M rt ID TO SfEEL SCREWS,iF1AT CAUE�MO 1 +I COMACf WrtM OTHER 065IIAqAR 1dA7QtW5 SMf31 NEE�iNE REOUiREMENIS OF �� / � 6• M.yX i�� i FLORIOn 9IiltDir.G ti�'vE Gii.PiR ZG. � 6. 7p 7HE BEST OF OUR KNOwIFDGE TME PROIXICT S40wN HERFJN IS CFHiiFlED 8 � e i ouau�r asuaEo�a.w�•;r�:,aaeo.��m:r�,.•r�:;:.:�.^r�s s:.:; i i -r ��g o �I�I n � aE uea��x KcoaoaracE am�r,�E�':.��0 iHE FLOR10.CQ:Stl:�er�i o. C I BU4N65 k PR�F}��NAL R�au710N SPECFlCATiONS. PRODUCf ASSENBLY IS NOT � �{� a{�I� e� I PART OF h16�RNWiG NJD S1NLL BE IN RCCORDANCE WfRf TNE WNUFACRIRFR'S 2 � � �I- ,o� p�7p�(}y ASSURANCE SAEtlFlCAl10N5&TE511NG RtYORTS. 7. CtX(IFlUITON OF 7H6E PRODUCT INSfAUAl10N5 SFNLL BE CONS10ERm'�WO If � I INJY OF 7i1E FOLLOW4vC aPPLY:1j PRODULT IS INSfALLID wRNOUf A BUILOWG I fRAME SCREWS WHERE SHOWN AT I I� �� • O.C. PQU7R FRUA[1HE MPl1CABLE LOGL BUII➢ING DEPAR'fMFM. 2)PRODUC7 6 y � � INSf�87 NJYDNE Oi}ic�i 7Ws1 A llCENSm CONiR:�CiOR IXPERIE1Cm v,rtiH Q I HEAD & SIOFS. SEE FI2AME I' �AI SIUt�� J I WSfpllnnONS OF 7FI15 T'PE OF PROWCi. 3)tf CHANGES HAVE OCCURRED 70 iHE W ANCHOR REOUIREMENTS TABLE" ON armoucrs cEanFl�nnoa Exmr's cErsn��nwT cAuse n+aE irsruunor,s To m � THIS SHEET 7 fOR REOUIREMENTS. � � II 3 w`� eE mco�a oe wco�*!r wm�wrwr rws e�tr+�n. ,,, � Z �i e' & '�ry��pEg�ry PRESSyRE SpEdFIEp QiHQt W i11K OPAWING Ofi W iHE � i wIN00w FIANGE t5 a f. � PROOUCTS CER711f1G710N 9WL WNRtOL FOR 7}1E U15TN1ED FROOIICL � �OPTIONAL & MAY BE 3 a a'-� 9.TH6E ORAYANGS CFJiMf THE PRODUCT WSTPIIATION ONLY. WATER PROOflNG�F Z L�' � TNE IISTPL.ED PR�DUCf IS NOT PART OF TNLS INSTAt1ATtON CQ2i1FlG710N. nur W REMOVED wHEN r,., p wa o R6POFL98MY SHPLL BE TN7 OF 7HE YAM1'UFALTURER&/OR IfSfPllER. fn I I REQUIRED BY U a Z �. = I I OPENING CONDIT10N5 i � � �?�� U ' I mf�I '___"__"_'_"' ____'""'_ " "_' "__"'"_'"__—"' 2___' '"'___'___._—' """""_'.. .�__""'/� ' _�_ID-S�__"'_'_— _�Z W�p��fl _ _' "___ "_""" ' -_'_' _..�. ._ _ " " f� � d �;�.. _ — — W U U � Z � _�'-'_. .�. j _ �-_ ' ' .. .__.._ ._.l�... "'� . ' '"' "_'_ , ein��.�p7E pNCHOR/SUBSiRAlE EVALUAiION NOTE I � � II I�ALItKIVAIG ANCI-IOI(S IN iNEIR SPtCtriE� I � iIII � IIIIi II 2 I< �I � �SU35%i.?�S :,A� BE..�": Pti'P�`.2EC :"!P.CCOPneni�� II� WfTFi THEIR APPUCABIE SiANDARD(S) ANO ARE FOUND I I , I�_ 11 �� TO BE EQUNAIFNT TO OR STRONGER iHAN THE IIIN . �I ,,.��ur,ors� •,Srn in; .,z�'Sr��^ wm: Tu:c aann�;�s I i II! Illli �� --o �� I� ,n.�..�.., , � �� ..., ...... ....� ...�_ � �II �II � � � zm lI �I �� IINSOLLIAPON EVPLUA710N 6 BIlS£D Ou MPlJGBLE PNCMOR SflWOnR05 AND/OR I �B ! W a F1FpfMATION&R6UUS.FRON APPLN'ABLE 7b'f RfPOIXIS TME RORIOA BU�IOwG ' W � CAOE�FR90N CDI�QtFD WII1�1HE E�'AL�1nnON W,iS 7HaT IN fORCE AT 7HE 111fE Z W Zv¢�� Of 7}1E E�7ALUAlION. u!7HE EVENf OF COOE VcP90N CWWGES/11P0AiF5 OR W � � � 6� MIIX. �I W Q��i i11E E��FNi 1HAT NEW OR/�DIiIONAI 1ESf�NG IS COUPIETm ON iHE REFFRE1Cm �----- d��e Pfi00UCi.PRIOR 70 Sin11NC COOE COMFl7M'CE jvfiil iHE SiA7E THE MUNUFACfURER I -- --------� ' � � o�"i - SFUd1 CONFlRM�4fiH 7NE�HST�UNPON E V n W A T I o x E N G W E Q t O F R E C O R D T H n T 7 N E Q WZ C�h INSTALLAT10N5 SPEdF7ED NERE-IN ARE CURREN(w(IN iHE 7NEN CURREM TEn1NG. I NO nNCHORS REQ'D t-I cone auo aePucns�E srr�autos• AT SIIL EXTERIOR ELEVATION: a ='"�"' I SINGLt VJINDOW ��i�NZ�a�i� FRAME ANCHOR REQUIREMEMS TP,B�F scn�F: 3/a' = i'-o' � !�20 ` I' � �S�G�•��`� � p?FNING 7YPE . FR.4�AE TO OPENING FASTENER ,MINIMU�I, MINIMUM °e � �r��3� (suesran� I �E �+etro �EocE oisr. �NOTE_ FOR MAX. WINDOW FRAME � e c� :---•-�•. Mi% If� ---------- —�-� - � - - �.�Q--:=--•';v=r--- — --co--a- - -- DIMENSIONS AND-AiLOWABLE --�---i-�--- ��; � �- -----lI - (7 FRAME SCREWS � � ��:.+�„ � o I MIN. 2X4 WOOD FRAME OR BUCK Y DESIGN PRESSURE, SEE _v�',:Z �, W o_?�- o N ;.; (MIN. GR_3 & G=0.55) N0. 10 Su5 OR WOOD SCREW i i/a- s/a' APPUCABLE FLORIDA APPROVAL + •W ?�` g o9 a= �~<I � Is =�;� N`�r�� II41 � I�=1 MiN. 78 G.4 33 K51 METAL STUD N0. 10 GR. 5 SEIf TAP/DRILL SCREW FULL 1%2 ��: Z �-o' �� laV - �� ,7IN. t/8'THK A35 STEEL , N0. 10 GR. 5 SJF TA.°/DR(LL SCREW � Zl�! I �/z" %fby.- :`F��'. !'�I �I� 1' WIN. �jS�T,-;K 6063-TS AlL'tb. f i�0. 70 GR. 5 SELF TM/DPotL SCREf� fU�1 � �/[ � �•..••..� ` l �'� � �Y�v',� i C-90 CMU/2500-PSh EONGRET�- ---(2)-t/4��CONCREfE-SCREW - I i-i%4"�- 2'. _� ��aP?9::?LeL`` �? �� ---- , ' R:.M£ SC.RE:S SY'�' S� ?:.�: 7t Jiv vR ficn Fir',u SCfi£v: ,�t�� i I� 0.14140. E � ��(2)CONCREEE SCREv�S S;.ALL 8E ELCO uLTRnCONS (C.S.), tLCO CR�E-PLFX (S.S.j, i"i�Y � ?H�� II .,RaMSEf/RED HEAD TaPCONS (C.S. OR S.S.) OR HILTI K1VIK-CON II (C.S OR S.S.). I �—-- � - - - - - - -- - - - - --— - - - - - - - - -- - - - -- -�__________ �, iwuw.i*A ;a.c«m a�11 SUBSTRATE BY OTHERS 3/8" NAX. SHIM PDT ^^'E PER 'FRAME ANCHOR FRAME SCREW AT EACH ANCNOR� ��AME WIDTH � �� >R+ros � R'cOUiREM'eNiS TABL"e" PER ELEVATION � SU85TRATE BY OTHERS ' ! �lo i I I I '� ��_ � ' :\`.:-�.- "'":�� '.," OCO �COn�� o � ' , �---SEAL SPACE WtTH LOW IL 1 I��, II •..'. ' REQUiREMENTS^7nBLc^ -_,.,�_ �imi I i I 1 i il �" i / EXPANSION FOAM 11 i.�.� �'`- ��..��}I! AROUNO PERIMETER �� i _: ��\ � OF WINDOW FRAi�IE I l%:!.�~•..':•��'�l ��R" I.,ACY Clll A OT � ` �' 4 ^ FR%.L7E SCREV1 PER \ /�� I��I � � I I I �I _� Ea,CH ANCHOR �, , .: :;., � ��e.;,�o;; Io ( il TMEs � i �� I J= =��1 a �SEAL SPACE a� . �¢ I EX?u41CR' ;! �; �,�4 LCV: �s - _- �� i` O(PANSION ' II �`I I FOAM AROUND � EXTERIOR Z W�; ?ERiNcicR OF "..j .:; 3 Un WINDOW FR.4ME ::•; -•..:'>:•. " SEALANi BY OTHERS I o � g�rn I z � � °' SECTIQN q �'V.'�`�'.^•' 3 o Wao scn�: �/z Fuu 2 a I (j � JU(1 ! 'I $ECTION � � �� c�n II SCA(F: t/2 FULL 2 � a m`� --- - ---- --------------------------- -- ---- - S. -�- ^------ --------- -- �- ---------------...------------ t -�-- � -- ' ' �>n-- - -..._-- ------'�----------''--' - - .' � -- - EXTERiOR � I C0�177RUOJ5 :U000 lEU�Eft L£SS IN SiZE � Z� y Nt� � EXT THaN A 2X_ BUCK TO BE MIN. 3 1/2' DEEP. w � Q� NOT REQUIREO WHEN SHIM SPACE IS WfTHIN Z SEAL SPACE WITH �_ _ _..._._ ALLOWABLE_DIMENSIONS-SHOWN IN SECT10N5): - -� - g' -- " ' - - "��- '-----'----------- -------'-'----- -._. _...__._.__-_------Q --LOW�O(PANSION W ' � FOAA9 AROIJN[7 I � ?�, PERiNEfER vF I � SUBSTRATE BY OTrtERS II ?�� ;I ccci qNr ay i(J � � Ii ; _ �$ �_PER FRAME ANCHOR II ��I i " hiivuv'd+ �rti+i�i� . II OTHERS LJ � .:J".','• :-._=. . �:-'�$^ � RE�UIREMEMS TABLE� ` .. � . �—T�/a" ..;X SyC.! ;_¢ REQ'r `.'.t: ,': ! • � II � c�o II • �70 SUPPORT wINDOW SILL I� I �� m SFAIAM BY � ,I �"'--� .•,..:�� 3 CONTINUOUS BEADS OF OTH�S ^� � z�S�e _ - _ _ CONSTRUCTION/STRUCTURAL aDHESNE �I �' � `" f .;..=-:.:�� _ .;., .•- a o 1 w4::� FRnME SCREW PER ELEVATIONS � a'_'` I.'�.; _ , .-:_ .-.• ' --- " EXiERIOR i � w� St��l�l & "FR,eenc qRrupp Q LLti"�m SCnIE: 1/2 FULL e REOUIREMENTS TABLE" Q W�o�" Z '�� TJ��W� � J�o�o` OP110NAL DIRECT MOUNT DEfAiL !�W��`�_^_`� TO SU6SiRA7E 'v`riTri SrACcR �J'� � I (HEAD SEC710� SHOVdh. SlDcc ev= ;aic„-,rpi�c..n r�� c��,';;� I�r�=""L�I (SILI DOS NC?Aaa�-;i----- — - --- ----- - -I-- -- -- - -==— ------------ ----------.---- ~ - - W (FOR OE?AIL NO7 SHOWN, SEE OT}iER SECTIONS) a ��a��,,�i�de3s�' �_ `1� �z� �c�Q °3 '�ri us . �.. i� n II �Y.'�S�_a..u._b'Y`� - il�� \� zil '-Z:�, co. o o,a= ��wl a �'a�l �� e C.7 Ifn � U= 2:z_ Q�� —=A-Z a,-�= � 'J 11 y . ! • � �U} , �i _ _ _______' __ _ ____ __._____'._. _. _ � . � --- -II---- --'-- ------�-----�----- '� p v'�' 31 'i �---- /v�: Z • `9i I C:A'N:N.^,�C. sRfl'. ! , �, oi`�CSray-.-.9N�;\� j� i-�ri-�r 1 L �� 1� ��as9 fi�°�`� j� 2H oF� 2 li I ' v. ;, � . . Page 1 of 6 � . I'i.�cluc��roval Menu>Pipduct or A�.plication Senrcli.>Ap�licltion List>Application Detail FL N � � FI.I1834..R11 Application 9'ype Revision Code Version I 2U]4 Application Statds Approved I *Approve;d by DBPR.Approvals by DBPR shall be revie�ved and ratified by die POC � and/or tl�E;Commission if necessary. % Comments � Archi�ved �I Product Nl�nufao,tiu•a• Atrium Companies lnc. Addre:ss/Phone/Email 3b0 Welcome Center Blvd. i � Welcome,NC 27374 , . (:536)731-9550 , tbatten��atriumwindows.com Authorized Sig»aturc Thomas f3atten tbatten��atriumwindows.com T'echnical RepreSenhuive , Addri.ss/Phone/Email Quality AssuranCe Representative Tommy Smith Address/Phone/Email 300 Welcome Center ESlvd. � � Welcome,NC 27374 , (336)764-6400 tommy.t;mith@atrium.com i Category ; Windoti�s Sulicltegory � Single Hung i, Comlpliance Method �� Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Vali'i ated Ely ' American Architectural Manufactw�ers Association 1 Reterenced Sttindard and Year(of Standard) �itand:u�d Year '� i� AAMA�I50 2010 ;, AAMA 50G 200R �' ��.AMA/WDMA/CSA 101/LS.2/A440 2005 I; AAMA/WDMA/CSA 101/I.S.2/A440 2008 i! ASTM E1886 2005 � ASTM E1996 _ 2006 I Equivalencc of Piroduct Standards j Certi1'ied BY i i' i Product Approval Method ;; Nfethod 1 Option A i Dale Submitted � 09/28/2015 Dale Validated 1 U05/2U15 Da�e Pendin�FBC Approval i Date Approved ' I V08/2015 � ; � �, � ' httu://w�vw.floridabuild��n�.org/pr/pr app dtl..aspx?param=wGEVXQwtDqub%2fM2eroZG... 5/3/2016 � ; , . Page 2 of 6 � , + ' • , - • � Sinnmary of Piroducts 1i , rL H � �lo'cicl,Number or Namc Description I 1834 1 l20 Vinyl 5ingle Hung H-R30 48 x 96(Std.),H-R40 48 x 96(HP),H-R35 48 x 84(Std.),H-R45 48 x 84(HP),H-R45 48x72(Std.),H-R50 48x'12(HP) Limits of Use Certification Agency Certificate Ap�roved for usc in H��HZ:No' FL11834 R11 C CAC ADW-01 120 Sfi(I W l,Z H-R3Q48x96 AAMA Appraved for use outside HVHZ:Yes APC C6696_01-801-47,_pdf [rnpact Rcsistant:No FL11834 R11. C CAC ADW�01 120 SH(l W il H-R35�18x84 AAV(A Design Pressw•c:1�/A APC C66)6_01-801-47�df Otlier:All f'rame and sash components are fabricated from extnided viuyl FL(1834.RI_l C CAC ADW-Ol 120_SH(1bV12 H-R45 48x72 AAVfA �pV i�. APC_C66I6.01-801_47,pdf FLl,1834 R1_1_C CAC_ADW-01120_SH_(,I�VI).H-R5048x72_SOSasii. AAIvIA APC C6696,01.:8QI,-47_.pdf � FL1I834_RI1,_C_CAC ADW-QI 120_$.HHI�..(1H1),H-R�3048x96 AANIA APC C6696:01,�801,,:47.,pdf FL1.1834_R11._C CAC_ADW-�1.120 SH HP„�l,1i1,1_H-RaS_48x84._50 , Sasli AAM.A APC C6696.01;801_47.,pdf Qullity Assurance Contract Expir�tion Date OS/10/2017 Installation Instructions i FLl 1834 R11 fI ADW-01 120 SH Installation-Fin.pdf , Verified 13y:American Architectural Manuflcturers Association I • Created by Independent Third Party; ' �valuation Reports , Created by Independent Third Party: 11834.2 ^ 120 Vinyl Single Hung,CHS Twin and H-R30 96 x 84 Twin(Std),H-R40 96 x 84 Twin(HP,H-R45 96 x 72 � Triple Twin(Std),H-R40 108 x 84 Triple(Std),H-R45 ]08 x 72 Triple(HP), H-R50 108 x 72 Triple(HP Sasli) Limits of Usc j Certification Agency Certificate Approvcd for usc in HVHZ:No FLI 1834 RI 1 C CAC ADW-01 120 SH CHS Triple., I( H3)H_R50 Approved for usc outsiiie HVHZ:1'es 108x72 f�AMA APC C6710.01=801-47.pdf Impact R.esistant:No FL1183�4 R11 C CAC ADW-01 120 SEi CHS Tri I�e(I W3)H=R40 Dc�sign Pressure,N/A � 108x84 AAMA_APC C6710,01._�01,-47,pdf Ot�er:"I'win and'I'riple Windows with continuous head and sill.All FL1.183�4__Rl l_C CAC_ADW-Ol (20 SH CHS,�'riple..(1 W3)_H-R4� frai'�e and sash components are fabricated from extruded vinyl(PVC). 108x72_AAIvlf1 APC C6710 O1 801 47 pdf , ; FL1.183�4,Rl_I,_C CAC ADW O1 120 SFI CHS"I wm...�l H2)H R40 � 96x84 AAMA_APC_C6695.Q 1,-80.1_-47,pdf ; FLl 1834 R1 I_C CAC ADW-01,.120_SH CHS�'win�,l W2]_H-R30 � 96x84 AAMA_APC C6695;01,-801_-47;pdf I FLl 183�1 RI l._C CAC ADW-Ol._120 SH CHS Twin�l W2)_H-RaS. � 96x72 AAMA APC C6695.01-801_47.pdf ; Quality,Assurancc Cont��act Cxpiration Date � OS/07/2017 Installation Instructions FL1183�I R1 I II ADW-01 120 SH Installalion-CHS rin.�df � ' Verified By•American Architectural Manufncturers Association � ! Created by Independent Third Parry� � � Evalu�tion Reports Created by Independent Third Parry� ' ------ •— 1]834.3 120 Vinyl Single Hung,Mulied LC-PG50*-1219x2756(48x109)-H PW/SH,LC-PG50*-1842x2756 j (73x109)-H PbVlTwin SH,R-PG40-2451x213�4(97x84)-H Twin,LC- PG50*-2769x1956(109x77)-H Triple Liri�its of Usc Certificalion Agency Certificate Approved for use in HVHZ:No � FLl 1834 Rl I C CAC ADW-01 120 1.30 SH Stack H-LC50�18x1U9 Fin A{�provr.cl for use outside HVHZ:Yes AAMA_t1�PC,�D51.7,1,01�801.47;pclf 1�'pact[tesistnnt:No FL11.83�4�R1 l,_C_CAC ADW-QI 120 130 SH.Tri,ple FI_LC50._,109x77 Desigu�'ressw•e:N/A ; Fm AAMA APC D5170 01 801 47 pdf Other:All tiame and s�sh components�re fabricated from eatruded vinyl FLl 183�{ Rl 1. C CAC ADW O1 120 I30 SF{Twin H 1 C40 97x84 Fin (PVC). � AAMA APC.D5168_01=801-47,pdf � ' FLl 183�4_Rl l C CAC ADW-01 120 130 SH Twin Stack H-LC50. i 73x109_Fin.AAMA AP,C D5171,01�80,1-47pdf ` I Quality A,ssurance Contract Expiration Dnte � � 05/10/2017 � Installation Instructions '� I i FL1183h R1 I II ADW-01 120 SH Inst111ation-Mulled.qdf , Verified By:American Architectural Manuflctun;rs Association ' i, Created by Inc(ependent Third Party: � , � i I � httpl://w�vw.floridabuildilnQ;.org/pr/pr app dtl.aspx?param=wGEVXQwtDqub%2fM2eroZG... 5/3/2.016 ' r � . � , Page 3 of 6 � ' ! Gvaluation Reports Nu^ -._^. ' . _ l Created by Independent Tliird Pnrty' J - � — ]1834 4 i 130�Single Hung,Fin and Flange,Single LC-PG50-1346x1956(53x77)-H,LC-PG50'"-1219x2756(48x109)-H � and Mulled PW/SH,LC-PU50*-1842x2756(73x109)-H PW/'['win SH,LC- PG50*-2769x1956(]09x77)-H Triple SH,R-PG40-2451x2134(97xA4)-H ' Twin SH -;--- — =— ' — I.,imits oPUse Certification Agency Certificate r\pproved for use in HVHZ:No, FLl 1.834_Ri l, C CAC ADW-Ol 130 SH_H-LC50 53�"l7,Fin_AAM�1 Appro�-ed For use outside HVIiZ:Yes APC D5167 Ol 801 47�df Impact Resistant:No FLl,1834,Rl..l,_C CAC ADW Ol_130 SH H.I C 50 53�'17 Fmless AAMA Deslgn Pressin�e:iJ1A APC D5167.01,801-47,�df i,the�:All frame and sash components are fabricated from extruded vinyl FLI 1834 Rl 1 C CAC_ADW_O1 130 SH Stack_H-LC50 48x.109 Fiii �i��,� AAMA APC D5171_01�801-47.ndf ; FL11834 Rl l_C CAC ADW=01 130,.SH Stack H.-LC50 48x109 Finless AAMA APC D5171.01-801-47.pdf ' FL11834 R11 C CAC ADW-01 130 SH Tri�le H-LC50]09x77 Fin AAMA APC D5170.01-801-47.pdf FL11834 R11 C CAC ADW-01 130 SH Tri I�e H-LC.iO]09�77 Finless AAMA APC D5170.01-801-47.pdf FLI 183h Rl l C CAC ADW-01 130 SH Twin H-LC40 97x84 Fin AAMA APC D5168.01-801-47.pdf i FL11834 RI 1 C CAC ADW-Ol 130 SH Twin H-LC40 97x84 Finless AAMA APC D5168.01-801-47.pdf ' FLI 183�4 Rl 1 C CAC ADW-01 130 SH Twin Stack H-LC50 73x109 Fin AAN(A APC D517]01-801-47,_�df ; FL1183�4 Rl l_C CAC ADW-01 130 SH_T�ti•in,itick H_LC50 73x1,09 Fmless A��MA_APC D5171.01 801-47.pdF Quality Assurance Contract Expiration Date OS/10/2017 ' Installation[nstructions � FL1183�I RI l,_II ATR066 SS 2015-08=?4._pdf ; Verified 13y•Hermes F.Norero,P.E.Florida P E.73778 �� ' Created by Independent Third Parry:Yes I �� Evaluation Reports � FLI183�4,R]1,_AE PER3790 SS,.2015:08-24,pdf I � Created by Independent Third Party:Yes - , --. — , 118I34.5 —�_' 150/160 Vinyl Single Hung H-LC30 48 x 96,H-LC40 36 x 96,H-LCSO 36 x 74,H-LC40 109 x%4 __ Triple,R-LC35 73 x 109 Twin w/Transom I,imits of Use i � Certificatimi Agency CertiPicate Approvcd for use in H1/HZ:No FL1183�4 R11 C CAC ADW-08 150 l60 SH H-LC30�I8x96 AAMA Approved for use outside HVH�:1'es APC B8797.01-801-47-RO.pdf :lm�pact Resistant:No ! FLl 1834 R11 C CAC ADW-08 150 160 SH H-LC40 36x96 AAMA IDesign 1Pressm•e:N/A � APC B8797 01-801-47-RO.odf ��the�^All frame and sash compqnents are fabricated from extruded vinyl FL11834 R11 C CAC ADW-08 150 160 SH H-LC50 36x74 AAMA � �p�� ; APC B8797A 1-801-47-RO.ndf ; FL11834 Rl 1 C CAC ADW-08 150 160 SH Mulled Triple H-LC40 I 109x74 AAMA APC C1749.01-301-47.ndf � FL11834_R1 I C CAC ADW-08 I50 160 S_H_Mulled_fW ST_H_R3S 73:c.109 AAMA APC C1749_01.-801_47.pdf Quality A,ssiu•ance Contract Gxpiration Dflte � , 04/I 8/20 I 6 I�'�i ' [nstallation InsU'uctions ' FLI183�I Rl1 I1 ADW-08 150_IGO_SH Mulled Installation.pdf ; FL1183.{_Rl l ll ADW-08 190 160,SH Single Fm Inst�llauon,;pdf � FLI183�3,_Rl l_Ii__ADW-08.-N1,SS.201.5-09-25:pdf Verifed By•f-[ermes F Norero,P.E.FL PE#'73778 i Created by[ndependent Third Party•Yes , ; Evaluation Repm�ts i , � FL11,834_R1,1_AE_PER3977..SS 2015_09-25..,pclf' � Created by Inclependent Third Party•Yes __ _ _�� —_��— -- I I 834.6 150/160\�inyl Single Hung,Triple w/Cont. H-LC30 108 x 74(Standard),H-LC50 108 x 74(HP) + ---�-- Head and Sill •-- - Liniits of Use i^ Certifica[ion Agency Certiticate 4pprovr.d for use in HWHZ:Nd FL11834 R1 I C CAC ADW-08 150 160 SH CH5 Triple H-LC30 4pproved for�ise outside HVHFG:Yes IO8x74 AAMA APC C5189.01-301-47.ndf [mpact�:esistnnt:No � FL11834 R1 l C CAC ADW-08 150 I60 SH CHS Triple H-LC50 Design I'ressure;N/A i 108x74 AAMA APC C1748.01-801-47-RO.pdf Othe�:CHS'Criple conEiguration fllso qtialifies twin and single Quality A,ssurance Conh•act Expiration Date 10/23/20 l6 � I �� _ htt�,//www,floridabuild'in�.org/pr/t�r a�p dtl..asU:x?param wGEVXQwtDqub%2fM2.�roZG.., 5/3/2.016 Y � . . Page � of 6 _ � , ;a�nligurations using,windows not'exceeding 36"x 74"in size.All frame [nstallation[nstructions !and sasli components are fabricate�l from eatruded vinyl(PVC). FLI 1834_Rl 1.ll ADW�08_1.50 160 SH CHS Installation FIN.pdf I � Verified Efy American Arc6itectural Manufacturers Association , � Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: l 1834.7 200�Single Hung,Single and Mulled H-LC30 48x78,H-LC50 36x74,H-LC40 72 a 108 Mulled Twin w/ _ _ transom,I-[-LC50 109 x 74 Mulled triple Limits of Usc Certification rlgency Certificate Appi•ovecl 1'or usc in HVHZ:No! FL11834_R11 C CAC ADW�08 200 SH H-LC30 48xJ3 AAMA APC Approvecl for use outside HVHZ:1'es D3847.01_801-47-RO.pdf Impact Eiesistant;Na FL11834_R11 C CAC ADW.08 200 SH H-LC50 36x7�AAMA APC Design Pressure:N/A D3847.01_SO1-47-RO•pdf Other:All frame and s�sh components��re fabricated frmn extruded vinyl FLI 1834 R11 C CAC ADW-08 200 SH Mulled Tr H-LC50 109�74 (I'VC). � AAMA APC D3849�01=801-47.pclf FLl 1834 R1 l C CAC ADW-08 200 SH Mulled Twin St�ck H-LC40 72x108 AAMA APC D3851.01-801-47.ndf �uTlity Assurance Conh•act Cxpiration D�tc � 12/l S/2017 Installation Instructions FL11834 RI I II ADW-08 200 SH Installation-Fin MulledTndt, FLl 1834 R11 [f ADW-08 200 SH Installation-Fin.pclf ' Verified f3y:American Architeclural Manufactw•ers Association , Created by Independent Third Party: Eveluation Reports � � _ Created by Independent Third Party: _ 'I 183�4.8__`� 300%85 Aluminum Single Hung ___ H-R40 48 x 84(Std),H-R50 48 x 72(HP) _ L,imits of Usc � Certitic�tion Agency Certificate Approvcd for use in HVHZ:No1� FL(_1834 R11_C CAC ADW,-01 300 85_SH.�3H1,),.H-R50 48�72 Approved 1'or use outside HVHG:1'es AAIvIA._APC C9843 O1 801,-47 RO,,�df lmpact Resistant;No ; FLll 834 R11 C CAC ADW O1 300 85 SH(3 W I,)H.C�40 48x84 1)esign I'ressure:N/A ' AAMA APC C9986.01-801-47-RO,pdf Otlier:Frame and sash are fabric�ted from extruded aluminum. Quality Assur�nce Contract E�cpir�tion D�tc 0?/]0/2017 i Installation Instructions , FL11834 R1_l, I[ ADW=01 300_SH[nstallation.pdf , Verified f3y:American Architectural Manufacturers Association ( Created by Independent Third Party: Evaluation Reports � Created by Independent Third P�rry• 1 1834 9 `� 300Y85 Aluminum Single Hung,CFiS Twin H-R35 103 x 77 Triple,H-R45 88 x 72 Twin,H-R50 72 x 72 Twin I__ _ and�Triple L,imits ofUsc ' Ccrtitic�tion Agency Certificate ' Approvcd fm•use in HVHZ:No; FLl 1834 R1 I C CAC ADW�O1 300 85 SH CI-iS Tr„{31I3�H=R35 � ��pproved for use outsicle HVHZ:Yes 108x77 AAMA APC B8800.01-801-47-RO•adf ' - Imp�ct Resistnnh No FLI 1834 R11_C CAC ADW-01 300 85 SH CIiS_Tw,,,(3H2�H-R45 1)csign I'ressw•e:N/A 88x72„AAMA,APC B8800.01-801-47�RO,.pdf Iltlier:Twin and Triple windows�with continuous liead and sill.I'ram�; FL1.1834_Rl 1,_C CAC_ADW-01 300 85 SH CIiS_Tw(3H2�_H-R50 and slsh are fabriclled frc�m extru�ed altuninwn. 72x72 AAMA.APC_B8800;01,-801_�17-RO.:pdf � Quality Assurance Contract Expiration D�te � 04/08/2016 � Installation Instructions , ; FL1.,1834_Rl,l 11 ADW-01 300 SH Impact Instnllation,,pdf .._ ��.__.......�____..........._,... � Verified By:American Architectural Manufacturers Association i Created by Independent Third Party: � � Evaluation Reports ICreated by Independent Third Party: � l 1834 10_ __ 35/235 Impact Single Hiuig,Fin 1nd Flange LC-PG55-I346x1956(53x77)-H Limits oE Usc Certification Agency Certificate Approvcd for use in H�'HZ:No; FLl 1834 Rl 1 C CAC ADW-00 35 235 SH H-L,C55 53x77 Impact Approved for use outside HVH',L:Yes AAMA APC D6256A1-801-18.adf Inipact Resistanh Yes j Quality Assurance Conh•act Expiration Date Design Pressurc:+55/-SS ; 03/3ll2018 Other,All frame and sash compdnents are fabricated from.extruded vinyl Installation Instructions (I'VC:). � FL11834 R11 II ATR077 SS 2015-10-31.pdf � � Verified By:Hermes F.Norero,P.E.FL P.E.#73'178 � Created by Independent Third Party•Yes ' ; Evaluation Repm•ts I f � � ; http�;//www.floridabuildin�.or�/pr/pr app dtl.asx�x?param==�vGEVXQwtDaub%2fM2f;roZG... 5/3/2016 i . � . Page 5 of 6 v ; , � • _ � W� ; — �- I FL11834_RI1 AE PER3971 SS 2015-10-31.pdf —� i _� Created by Lidependent Third Party;Yes I 1834.11_ �_ 375%)5 Alutninum Single Hung __ R-PG50-1219x1829(48x72)-H,R-PG40-1219x2134(48x84)-H L.imits ofUsc Ccrtifcation Agency Certificate �Approvcd fm•use in H'1'HZ:No' FL,1,1834_R1 l C CAC ADW-01_775 95_.(7H1�SH,H=K50 48x72 rlpproved for use outside HVIiZ;Yes AAMA APC D2324 Ol 801 47 r0 pdf I mnact Resistant:No FL11834_R1 l C_CAC ADW O1 375.95_(7W l)SH._H_R40 48x8�{ llesign Pressiu•e:1�/A AAMA APC D2323 0,1-801-47-r0:pdf Otlier;Frame and sash are fabricated from extnided aluminum. Quality Assurance Contract Expiration Datc ' l0/07/2017 , Installation Instructions ' FL11834 Rl l 11 ADW-01 375 95 SH Instlllation_�df iVerified I3y:American Architectural Manufacturers Association I `- Created by Independent Third Pnrty: �valuation Reports _ � _ Created by Independent Tl�ird Pnrty: '^ — — -- I 18 I4.12 375/95 Aluminum Single Hwig,CHS Twin R-PG50-2235x1829(88x72)-H Twin,R-PG45*�2743x1956(108x77)-H i and'I'riple __ Triple L.imits of Use � Certification Agency Certificate ,4ppiroved for usc in HYHZ:No: FL1183h R11 C CAC ADW�01 375 95 7�5H CHS Twin.H_R50 ,�pprovei:l Por usc outside HVH�L:`res 88x72 AAAMA APC B8801.01-801-47-RO.pdf limpact Rcsistnnt;No � FL1183�4 Rl l C CAC ADW-01 375 95�H3�SH CHS Triple H-It�S, f�esign 1'ressure:IJ/A ; 1O8x77 AAAIv�[A APC B8801.01_801�47-RO.pdf Otlie�:l'rame and sash are fabricuted from extruded aluminum. Qualiry.�ssur�nce Contract Expiration Date ' 04/17/2016 , Inst�llation Instructions I FL.1,1.83�4„R11_ll_ADW-01 375 95_SH_CHS,,pdf Veri�ed 13y•American Architectural Nlanuffictura;rs Association ` i Created by Independent Third Parry: Ev�luation Reports ; Created by]ndependent Third Parry: � ___ . _ 1 1834 l3 ^ 5700/8050/105 Vinyl Single Hung,Sing,le, H-LC25 48 x 96,H-LC35 44 x 96,H-LC35 48 x 84,H-LC50 36 x 96, Tw n,a�id Triple Configurations H-LC40 108 x 84 Triple,H-LC50 108 x 72 Triple,H-LC35 84 x 84"fwin, H-LC35 96 x 72 Twin I,iniits of Usc I Certificalion Agency Certificate .lpproved fm�use in HVHZ:Nd FL11834 RI1 C CAC ADW-01 5700 8050 SI3 CHS Triole H-LC40 � lpproved Por use outside HVH�:Yes 108x84 AAMA APC C6697.01-801-47.adf � (m�pact ILesistant:No ; FL11834 R11 C CAC ADW-01 5700 8050 SH CHS Trinle H-LC50 I De'sign IPressure:N/A � lOSx72 AAMA APC C6697.01-801-47.adf � d)tlier:5700 is new constructionJfin frame;8050 is replacement/finless FL1]834. Rl l C CAC ADW.01,_5700 8050 SH CHS Twin H_LC35, , frline;All frlme and sasli compoi}enis are fabricated from extruded vinyl 84z84 AAMA_APC C6698.01-80,1.-47 pdf �pV�), j FL1183�1 R11 C CAC ADW;O1 5700 8050_Sl;i.CHS_Twin H-LC35 ; ' 96x72 AAMA APC C6698.01=801-47.pdf ! FL11834 R11 C CAC ADW-01 5700 8050 Sl-I H_LC25 48x96 AAMA ; APC C6699_01-801-47.pdf I FL1183� Rl 1 C CAC ADW-01 5700 8050 SH H�LC35 44x96 AAMA � APC C6G99 O1-801-47pdf ; FL1183�4,R1_1_C_CAC ADW-01 5700.8050 Sl�i H-LC35�48x84 AAMA i ! APC C6G99 01 8,O l 47,.pdf � FL1183�I,�,R11,_C CAC ADW-Ol 5700_8050_SI-I H-LC50 3G�96,AAMr1 , , APC C6G99 Ol 801.47,pdf Quality r#ssurance Contract Expiration Date � 03/22/2017 Installation Insh•uctions j FL11834 RI I [I ADW-08 5700 SH Installation Fin.pdf � FL11834 R1.1 II ADW;08 8050 SH Installation,Finless.�f � � Verified By:American Architectural Manufacturr,rs Association ' � � Created by Independent Third Party• ' ' j Evelu�tion Reports � ; Created by Inclependent Third Party: _T` - '-- I l�34 14 8100/1100/3100/10/1000/200 Single Hung, H-R30-1219x1975(48x78),H-R50"-914x1880(36x74), _ _ Single and Mulled __` H-R50*-2769x1880(109x74),H-R50"-1829x27�l3(72x108) Liniits of Use i Certific�fion Agency Certificate Approved for usc in H�✓HZ:Nd FL11834 R11 C CAC ADW_08 8100 SH LC-F'G30 48x78 AAM�� tpproved fm�usc outside HVH�L:Yes APC D9�19.01-801-47_r0.�df Impact nesist�nt:No i FL11834 R11 C CAC ADW-08 8100 SH LC-YG50 36x74 AAM�� Design Pressure:N/A ; APC D9519�01-801-47-r0.pdf i FL11834 R1 I_C CAC_ADW-08 8100 SH Mulled Tr LC-PG50 109x7�1 � ! � . 6 � htt.p'://www.floridabuild'i'n�?.org/pr/pr app dtl.asx�x?param=wGEVXQwtDqub%2fM7.eroZG.., 5/3/2.016 . . . Page 6 of 6 l)thcr:All Frame�ind sash components are fabricated from extruded vinyl AAMA APC D95 f 8.01-801-47-r0.pdf (PVC). ', FL11834 RI 1 C_CAC ADW-08 8100 SH Mullf;d_TwSt.LC-PG50 ' 72x108 AAMA APC D9517Q1�801-47-r0.pdf Quality rlssw•ance Contract Expiration Date 07/09/2018 InstallTtion Instructions FL11834 RI1 II ADW-08 8100 SH Installtition-Finless,pdf Verified I3y�American Architectural Manufacturers Association Created by Independent Third Party: Gveluatiou Reports Created by Independent Third Party• --- •-- '' — -- — — 1 1834 I S 900,0 Single Hung LC35 48s96,LC45 48x75,LC50 48x75 HP,LC35 ]08x72 TR,LCS() � ' 108x72 Tlt HP,LC4(1 96x72 TW,LC40]09x72 TR,LC40 48x108 PW/SH,LC50 48x108 PW/SH HP,LC30 48x108 SH/PW,LC50 48x 108 � __ �^ '. __ SH/PW HP,LC40 72x l08 Transom/TW,LC35 ]08x96 TR PW/TR SH Liniits of Use Certification Agency Certi(icate Approved for use in:H1�HZ:No� FL11834 RI1 C CAC ADW-00 9000 SH CHS Triple I-I-LC35 103x72 ,�pproved for use ou¢side HVH.Z:`fes AAMA APC C5184.U1-801-47.pdf l:mpact R.esistant;No FL11834 RI] C CAC ADW-00 9000 SH CH5 Triple I-1-LC40 109x71 Design 1'a•essurc:l�/A AAMA APC C0073.0]-801-47.pdf Otfier:All frame�nd sash compoi�ents are fabriceted from extruded vinyl FLI 183�4 Rl 1 C CAC ADW-00 9000 SH CFIS Triole 1-I-LC50 103�72 (PVC). , AAMA APC C5184.01-801-47.pdf FLl 183�4 R11 C CAC ADW-00 9000 SH CHS Triple Stack H-LC35 ' 1O8x96 AAMA APC C6694.01-801-47.ndf ; FL1183�I R11. C C.4C ADW-00 9000_SEI CHS Twin H_LC40 96a72 AAMA APC C0073 l)1.-801-47_pdf FL1183�4 R11 C C.AC ADW-00 9000 SH CHS Twin w_Tr_H-LC40 72x108 AAMA AI'C C0072.01-801-47'pdf i FL 11834 Rl I C CAC ADW-00 9000 SH CH$w Tr H-LC40 48x 108 AAMA APC C0072.01.=801�,47.pdf ' �' i FL 1183�4 R11 C CAC ADW_,00 9000 SH CHS w Tr H_LC50 48x 108 '� � AAMA A_PC C0072A_1�801-47.,pdf ' �, FL1183�4 R11�C CAC ADW-00_9000,.SH H-LC.35�48x96 AAMA._APC I B8979_01-9Q1_44=RO;.pdf i FLl 1,83�E R11._C_CAC ADW-00_9000 SH_H-LC45�48x75 AAMA.APC i B9877.01..901-44-R1 pdf � ---. _ ._. . _ _ --- FL1183�4�R1,1_C CAC_ADW-00 9000,SH,H-LC50�48�75 AAMA.AI?C ', � C5,1.83.,01=801-47,��df I i FL1183�4,Rl,l C_CAC ADW_00 9000 S�1-PW.C'.HS N-LC30,48a108 ; AAMA APC C5185.01-801-47.pdf FL11834 Rl_l_C CAC ADW=00 9000 SFI_PW CHS H=LC50 48�1_08 AAMA_APC C5185.01-801-47,pdf Qu�lity 4ssurance Contract Expiration Drte � OS/14/2016 i Installation Instructions � FLl 1834 Rl I I[ ADW-00 9000 SH Installation Details.pdf Verified By•American Architectural Manufacturers Association I Created by Independent Third Party: � �valuation Reports I � __ __ �� i __ Created by Independent Third Party: __ li — �� I i � ' � I ; i i � ; � � i � I ' i I � I htip�://www.floridabuildin�.or�/pr/pr app dtl.asx�x?param=wGEVXQwtDqub%2fM2eroZG... 5/3/2016 � � � � � INSTaLLnTiON NO7E5: � 1. ONE(1)�NS7AlLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION �4T R I U IVI C O R P O t�AT I O N . u�,. . , � . SHOWN. i 2. THENUMBEHOFINS7AlLAT10NANCHORSDEPICTEDISTHEMINIMUM J�K/�J I VU � ��^Mdn55n00f1kOW � I NUMBEROFANCHORSTOBEUSEDFORPRODUCTINSTALLATIONOFTHE o�uns,rExn5�e7<� GN.(23<jb3)�2G96 F)(:(21a)41a.5]3a MA%IMUM SRE LISiED. �-1//� l/1 f /f—I 1// �/A`!/r.�\ 1 A,,/!A l�/'1��/\/1 A/ ' 3. INSTALL INDIVIOUAL INSTAUATION ANCHORS WITHIN A TOLERANCE OF 21/2 �I I Y V L L �V l Vl V Y Y %1��L/V��Y � w I Z�' I � INCH OF THE DEPICTED LOCA1tON IN fHE ANCHOR LAYOUT DE7AiL(I.E., 1 Q ~ I �+'�`� Q 1 WITHOUTCANSIDERATIONOfTOIERANCES�.TOLERANCESARENOT �� CUMULATIVE FROM ONE INSTAUATION ANGiOR TO THE NEXT. o � yH ep Om� a 4, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING w 3 e� �2 LL SHIM(5).fv7AXIMUM AILOWABLE SHIM STACK TO BE 1/41NCH.SHIA,i WHERE �� W a �V= 'X` wZ Z� SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(5)SHALL BE CONSTftUCfED h� w¢ z m¢ 2 OFHIGHD"cNSINPLASitCORBETTcR. w Z m �i-QiCO ^ GENERAL NOTES: 5. THROUGH FRAME:FOR INSTALLATION INTO WOOD FRAMING USE K30 � w �¢Z °m WOOD SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 1 1. THE PRODUR SHOWN HEREIN IS DESIGNEO AND MANUFACTURED m� 1/21NCH MINIMUM EMBEDMENT INTO WOODSUBSTRATE. TO COMDLY WITH THE CUftflENT IRC/IBCANO CURRENT FLORIDA �N ��w a a BUILDING CADE(FBC),EKCIUDING HVHZAND HAS BEEN ~ w � _ EVALUATED ACCORDING TOTHE FOLLOWING: TABLE Of LONTENTS � � L. TiiRC:7GH Flt:�1`c:fCR f735::.:1:.T C�:'HP.OUu:::Y.BUC%70 qpMA/WDMA 101/I.S.2/A460-OS/08 I CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/M0.50NRY,USE 3/16 , qqMA 450•30 SHEET REVL�ION SHEET DESCRIPTION � I INCH DIAMEfER ITN TAPCONS OF SUFFiC1ENT LENGTH TO ACHIEVE 11/G ' I ~ M I I I INCH MINIMUM EMBEDMENT. 2. ADEQUACY OF THE EXISTING STRUCiURAI CONCRETE/h7ASONRY 1 p GEhERP16 TJJSTA�,.l.A?TON NO�!?5 ¢ � � � AND 2X FRAMING AS A h7AIN WIND FORCE RESISTING SYSTEM Z A ELEVATTONS � 7 THROUGH FRAME:FOR INSTAUATION INTO METALSTUD ORAPVftOVED tqppBLE OF WITHSTANDING AND TRANSFERRING APPLIED �' � ■ liuiliGl US'c"xiG GR.5 S`ciF i:.?PiidG Si.R5V:5 7iSRO::GN THE�RAME CF pgODUC LOADS i O THE FOU�OAiION 15 7HE FESPOiJ9StUTY OF 3 NNLHOR LAYOUTS-TriROUvri FRni:ic � � m � � SUFfIC1ENT LENGTH TO ACHIEVE A MINIMUM Of 3 THREADS PENETRATION THE ENGiNEER OR ARCHITER OF RECORD FOR THE PROJECT OF � t^ BEYOND METAL FRAME SUBSTRATE. INSTALWTION. 4 A ANCHOR UIYOUTS-THROUGH FI1J Jv, w 8. THROUGH FIN:FOR INSTAUATION INTO WO00 FRAMING USE MS WOOD 5 A VERTICAL SECTTONS ` Q SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE 11/21NCH 3. 1X AND 2X BUCKS(WHEN USEDJ SHALL BE DESIGNED AND O � � � MINIMUM EMBEDMENT INTO WOOOSUBSTRATE. ANCHORED;O PROPERLYTRANSFER AILIOADS TO THE 6 A HORTZONTP.L SECfIONS STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE H G = v ruv c.�r�.m rcrr nc oc�npp pno � A MUI�SON DETAILS 6 GLAZING DETnIL I („!� � � I I � 9. THROUGH FlN:FOR INSTALLATION IfYTO METAL STUD Oft APPROVED THE PROJECf OF INSfAUATION co ' I MULLION USE if8 SEIF TAPPING SCREWS THROUGH THE FIN OF SUFFICIENT , �`>� N (O I I I 1 LENGiH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND q, THE IPISTALLATION DETAILS DESCRIBEO HERE�N ARE GENERIC AND V ETA:FRAM:SU°STRATE. iviAY NOT RGYLtI.t HCUHL lO�1DITIOrvS�OR i1$PCCiFII�IT[.iF W �. 10. MINIMUM EMBEDMENT AND EDGE OISTANCE E%CLUDE WALI FINISHES, SITE CONOI710NS CAUSE INSTALLATION TO DEVIATE FROM THE �� w � INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING, qRCHITER SHALL PREPARE SITE'PECIFIC DONMENTS FOR USE 11. (�STAUA710N ANCHORS AND.ISSOUFTED HAROWARE MUST SE Y:.DE OF WITH THIS DOCUMENT IN NON-HVHZ AREAS. ' �L , CORRQSlON RESISfAM MATERIALOft HAVE A CORROSION RESISTANT 5. APPROVED IMPACT PROTECTIVE SYSfEM IS REQUIRED ON THIS MAX O.A.SIZE DESIGN MLSSRE COATING. PRODUCT IN AREAS REQUIRING IM7ACf RESIST.".NCe. CONFI6URATION PRESSURE +�'F��F�V� z ¢ WIOTN HEIGHT 12. FOR HOILOW BLOCK AND GROUT FIILED BLOCK,DO NOT INSTALL 6, WINDOW FRAME MATEFIAL.PVC . I I`�ST:.L'.:.;IC�::.P:CHO�S INTO b'CRT:,R 1CIPJTS.:CG:CISTAN::I5 53" i� O/X •I-5G 75F �JCti iN�?A� � `�.�� *� ��•(�.� MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR IOINT INTO �� O ��1=�r FACE SHELI OF BLOCK 7 DISSIMILAR METAlS INCLUOING FASTENERS THAT MAY COME INTO q8•� 308 y" O/O/X •/-50 PSF NON-IMPALT � (GQ',.•'•••••.._:W e COivii�CY'JITrii�iUivifi4U\YUiJfTFnAliii�GSriALLocPROicC'cD E� Q-�-��- e� � ' 13. INSTALLATION ANCHORS SHALL BE INSTALIED IN ACCORDANCE WITH ANCHOR �ti^LCORO:hCE WITN TN£CURREh7 f8C 72�" l00�' Q/DOUEt�O/Y. •/-�0 PSr hON-=lr1°A� ?.._1 = MANiJrL��RER`SIy�Rite,q7nry';j�i_{Rljrjtl.�'GFNO?�'�'r.QRjiHdii:.:.^.� g GIASSSHALlMEE7THEftEQUiFEnnEN7SOFn5TME1300GULSS � o�v- � o.= ;�,�w��p;� � ,;.M?;^ „_,__,Lprr- �� ^ _ .,..� ..-. , � ,.�n... � :� . � � BE USED IN SUHSTRATES WRH STREN6iH5 LESS THAN THE MINIMUM Mpg�.SEE SH'cci 7 fOfi Gik2it:G^v�AiL LL � �__ � � �� _ 169"-- 77-----TRIPLEO/X- —•15QP5F--- NON-IMPaLT- �-- ' j.�,y-�.-4��cx�`- _d ' __.STRENGTH�SPKIFIEDBYTHE-ANCHQR�MANUFA6fURER. _ _ _ _ _ .. . . ___. _ ____._.._-_--__. ._ . _ __ ________I_- _ _____77_—, -I_ _ _{_ .-__-._____ �•_.�J _ � ■� ' ��g2:� � 14. INSTALlAT10N ANCHOR CAPACRIES FOR PRODUCTS HEFEIN ARE BAS�D ON �� •'• ��~ �' �. =�..� .•� ��I SUBSTRATE MATERIALS WITH THE FOLLOUVING PROPERTIES: �� J�jy � �F a` A.WOOD-MINIMUMSPECIFICGRAVIlYOF0.55. 9.CONCRETE-M!Nf.MUMCC�MPRESS!VESTRE�GTHOF3000P51. ','� *p ,`v� � c.�eo�*-�.:eec:e,;-um:rsT�er:�Tr.:e.,��o..sr��.��_e��.��r� �pp--�Ia'• q3!iu•L.• 1 Q MINIMUMC0�7PRESSIVESTRENGTHOF2000PSIANOGROU7CONFORMS "Q��3 h�T��v Z � � . TO aS7M C a75,MINIMUnn GAOUi COMPRESSNE STkeNG7ri OF iuOG e^i. - N D.HOLLOW BLOCK CMU-UNR STRENGTH CONFORMS TO ASiM C-90 WI7H O p v MlNIMUM COMP.�FSSIVE STRENGiH OF 2000 P51. D WG�� E. S�EFL-MIN(MUMYIElDSTRENGTHOF33Y.5t.MINIMUMiSGAWALL Digitally signed by Hermes F.Norero,P.E. , �... ^�/ TY.!GKNE55. . . ¢ s� g n_ �_ �I.._.....,........ `s is � ` �Je�v�J °s • � F ALUMINUM-MINIMUMALlOY6063-TS.MINIMUMW/1LLTHICKNE550F (1Ca]VII:I dlii dUUIVVIi'IU 111i]UUC.UIIICIII ' 1/16"(O.OG25"). SHEET Date:2015.08.24 10:02:49-04'00' 1 OF 7 - -. � O.A.MAXi I � � I', UNIT MAX. `l.'ICTY•72Z" WIDTH 48" �1.L.0 iv�AX. SaSH MAX. �pTM 673. I Iy1 WIDTH 45�5/6" , D.LO MnX. 4 C r i WIOTH 43 3'a" 5 r,:. UIJI�i MAX � � ,-, � e� !, -:a o s 1 --I 5 �WIDTH 538" i �� H,,, ' �� I I on��ns hxnsacN v; SASH MAX. �; 4 H«= I 6 � GH�I214)63>.t69G F%'(21a)s2a-6�3a � I�-WIDTH 50 1"—��; O.L.O MaX. � e �/ � F •a„ 1 II wiorH as y° I F ° �� 6 �� " '- ,./�� 1 , I �m � 1 � � � "o" , ; , i/r � 3 � i �� a � � � ' 6 K L � �� o� �n� uj�� I I� 7 7 � � N Z �..Q.� �1.� a Go. w3 �oe �xLL , 6�,. /� Gw i O.A.MAX. b // // �� w �w x 6 /� E �O' vwi� u,Z zm¢ LL 6 � NEIGHT � ��` a Q '-+ u E "O' O.A.1v1nX. E p� 10 1" 6 � � Kr m �z< m b p HEIGIT 6 . D � I �� 5 �� .z. � m�¢ e UNIT MAX. 5 % 108� 5 ��/ I UHEI6HT � 7 ~N W�� Q HE�THT � / 1 I UNIT MAX. l I ��.� p '//// 7 �� -+ a " x � � � � I HEIGHT I � I f SaSH MAX.p �� I � —J D.L.O.MaX. � 7z° HEIGHT w SHEIGHT ^X^ D.L.O.MAX. SASH MAX. / �J D.L.O.MAX. HELGHT II �X� � �� ¢ I o I HuGnT HEIGHT �x HEIGHT � 3,`� � � // 32�y� � � � 37:z" 34%a'� 35" I --� 32 5/y'� � � / �/ � .�" � n i i/% � i D.L.O id�r�X. ■ � m �v� i ■ � j �� N/IDTN313ie" (f� 1 B M SASH MAX. � w 5 5 WIDTH 33 15/6� I VNZT MAX. ¢ 5 5 WIDTH 36" � a '� TYPICAL ELEVATION TYPICAL ELEVATION TYPICAL ELEVATION I H � �I I � SZNGLE HUNG O.A.MAX. SINGLE HUNG W/TaaN50M TWIN SINGLE FiUNG W/1RANSOM H a 'L I SASH MAX. I, �D T H 9 6Z'� � O.A.M A X. I e>I � �N! ! � �• W I D T H 4 5�/8� � I D.LO MAX. 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LORNER,TYP� I NGAD/SZ4L,lYP �� TNSTAl1.ATION NpTES 5-7, % �a �Q j� a �i / SHEET 3. y H*� �LL O m� P HS �� UU_ � `� � �/ � �// �// vwi� u� Z"'V " = N m 4 �,�� 14%g' 29�" .�. «�,� t�yy ¢� m ��m � MAX.O.C. �� MAX.Q,C. � p j¢w a Z � Z m i �j "� �� j/ % �N ��wp r'cn W � Sb�/i° / I- � m ' MAX.O.C. �/ // �/ �// d,' � 'X" .x. `x. 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' THROUGH FIN THRQUGH FRAME �SHEET L OF 7 � ll •.a e s i � � EXTE.2TOR , ,l�: . ` ., � INTERICR DALlP.S.TE%Ai5'Iui',� I I ((��---�� FH.(21ijb7>•1696 f]('(2I4J92i-6]3< � wa%�Z 7Z�S�e�cCYVs ifIKVV�rI DV I rl I I ' � I �� p I ��rr;� � FRAMES(OFFSET)AT 4"FROM ENDS +�J � ��II IIII � �� S �� " oa ��]� ai i� v TriEr2cAFl�r2 O �� o INTERIOR N� w a o�M P � � a � H Z Z �V� �� 0 Q= aXL '� vi� �; Zm¢ SEE GLAZIIVG w �" m ��.�.m � DETAIL #8 X 2�"S C R E W S T H R O U G H B O T N � o ,�z N = FRAMES(OFFSET}AT 4"FROM ENDS � / H � m a� � &27"O.C.THEREAFTER "'"' d/,_-��++a a GLAZING SEE GLAZING �-�- w�=�� EXTERIOR SILICONE —' � DETAIL � a "' " � HQRlz,nNT01 CF('Tl�ll�l � � � INTERIOR � ��FaTir�i��rT��ni � o �. � o I '� 1/2"VERTICAL MULLION �/z'GLA55 � 7 1/2"HORIZONTAL MULLION �, � � �yT I r i i / ■ � m �v1 � i • t � / � w � NOTE: EXTERIOR GLA55 SHALL MEET THE REQUIREMENTS � Q Q y' G�ASTM E i300 GLA55 CHARTS. 3/4'O.A.INSULATED GLA55 I I I�--{ p � I I GLAZING DETAIL �-+ � Z !� INTERIOR EXTERIOR ��I � I ol I I � � w #8 X 2�/Z'SCREWS THROUGH BOTH � 2 � � FRAMES(OFFSEI�AT 4"FROM ENDS � � &13"O.C.THEREAFTER � INTERIOR Z ¢ �� ``,: ''' m � `�`G�O.ic tl��ir � �� DETAIL�li�v #8 X 2%"SCREWS TNROUGH BOTH � �u�j �p�r41��.•.'"•-�°` � FRAlJlES(OFFSET)AT 4"FROM ENOS � 41�f1 �r-,�� "��-.�"-�� &27"O.C.THEREAFTER �I1/�- � -�LL' ' ti-;-�� ------- ----- - - - il--ii-- SE�GL-AZZi�iG - - - - tn-_v�� ! �x�-=--�K�o� •;y :�� .. ��; � ,! +I � DETAIL :� - � ,. �,�9 ,'r � ��d,�;��,QOF`Es ■ /�uifuiii�niTni ��TT:::ni �\ �i��fni 2�f��i�ni ■ i.,_ �c?• ;��■ � � ..�..o!.Ye�!�s .r_.r--—°- � . _... .,.Y._ .3_6.. ::.. _ .p �, �+rr��i`� ij' 11J4"VERTlCALMULLION• � 11/4"HORIZOiJTALMULLiONe• �F.��m,�9 Z �-�� - (UY 1 iUlYfilJ (OP710fVAL) a� 3'��- �S= N Z � ` o a v DWG#• � � !�1_�U 1 1�h � � � 1 -� SHEET � OF 7 .� Jacq�aeline Boges From: Jacqueline Boges Sent: Friday, July 29, 2016 11:39 AM To: 'MONICA WATSON' Subjecg: permit ready Good morning Monica, Permit for 5242 parker st—Huber ready for pick up.... Have a great weekend!! � I r--� r ' �,. f - , - ' �1 C_.-� �'� '1 � _= ' dack�c,Boges - ��-- - 813-780-0020 ext 3513 � '� "A rule I�have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed, a mere doctrine, but it is He Himself we have."Dwight L. Moody I Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error� please do not read, forward, copy, etc. and delete immediately. � i � r ti � 1 � + � I I - II , � ` � I IIIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII � _ , ' 2016120426 � Permit No. Parcel ID No f�� "� �"' 0 0�C�� C7C�OOa�4�,�6 � NOTiCE OF COMMENCEMENT sta�e a� Florida Courty ot �A S[Q THE UNDERSIGNED hereby gives notice that improvemerd will be made to certain real poperty.and in accordance with Chapter 713.Florida Statutes, the fdloriing infortnation is provided in this No6ce of Cammencemerd: � �. � DescriPtion of Property: Parcel Iderrtification No. I•A c.oln l�l'e�a1.a s ��,b Pa�._��3 I d�' r3 �h 9�59 OTg�� Street Address: �� R1�.�'C C�Q �"�' �iP p h f 11/71��S ��i �,�S� � 2. � General Desaiption of Improvement • c..Q�i N c��uJ FR.�.pGa�eme�-� 3. � Owner Irtformation or Lessee i�ormatio�if the Lessee corrtracted for the improvement: A-��v �kU.�� 'a�z ,e��.(� sr �s Sa y��ake�z Sr Zeah�Ul� ►�/s G� � l�� ` , .�f — ca—y r'�' sr��e , a�o ai e , Irrteresi in PropertY: � W �{�,� ��II m � i — r+B.. Name of Fee Simple Trtleholder Qt differerd from Owner listed abo�e) �p� �+ m State pl � 4. � ��,do�: 'Pmeer A.Cafaro III -Lowe's Home Cent�rs LL�y #1854 � N �� P�Box 78199� Orlando FL 32878 �`,�. Address CitY State �� contractors Telephone No.. 407-393-9161 3•• n ty' l,�'� • m•• � 5. ' Siae 6�,� ��,, Name p B B Address �/J � City State e��► � Amwrt oT 8ond: S '�'"� Telephone No.. � � � /� n 6. Lerider (��(� � Name � � �� . �y State Lenders Telephone No.: 7 Persons within the Stffie of Fforida designated by the ovmer upon whorn rrotices or other documertts may be served as provided by Section 713.13(1)(a)(�.Flori�Statutes: � B v Name pp D , c . O�D � ' q�� City State ��N Tdephone Number of Desigroted Person: 7��z , � rl ot :�� 8. In addiGon to himsetf,the owner designates � to receive a eopy of Ihe Uenors NoUce as provided in Section 713.7 3(1)(b),Florida Statutes. �W J � Tefephone Ntmber oT Person or Entily Desigreted 6y Owner. • ��o (��p v 9. E�iration dale of Notice of Commencemerd(the e�ira6on date may not be before the completion of cor�sUuction and fircal paymerrt to the �i+■p N ' I � contractor,but will be ona year from the date of recording unless a difierert date is speafied): 3 �o WARWNG TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ��.� ARE CONSIDERED 1MPROPER PAYMENTS UNDER CHAPTER 713, PART 1 SECTION 713.13, FLORIDA STATUTES, ANO CAN m RESULT 1N YOUR PAYING 'iW10E FOR IMPROVEMENTS TO YOUR PROP�RTY. A NOTICE OF COMMENCEMENT MUST BE r-'o � RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT �A/ o, . WITH YOUR LENDER OR AN ATiORNEY BEFORE COMMENC1fdG WORK OR RECQRDING YOUR NOTICE OF COMMENCEMENT � � Urtder penalty of pe�jury,I deGare tttiat I have read the foregoing nodce of cammencemerrt and that the facts stated iherein are true to the best ��3 , oimy knowledge and beUef. - � � � � � ' STATE OF FL IDA �I - � COUNTY OF P ��E� X f �!-' �� ^ '.� m , � IAY COAIIlpSS10N#Ff1Q90G1 Sgreture o4 Owner or Lessee:or Owners a l�ssee's/Udhorized A � D�(RES:MAR 17,2018 ��/Directar/PartrtedManager � 8aided lhouph 1 st Steb fnsunnCe ' � - . sgreloys rrtleJotfice � ThetaregainginstrumerMwasacknowledgedtieforemethis„f�daya_�v��_.20��qby _ t'�1'L�{� ��vD�* as QU!JLP.�. « (rype of authority,e.g:.afficer.tnatee,atfomey in fact)for • (name Gf aAy o beha:f of whom instr�anent was executed). Persanally Krown�OR Produced Iderrt�cation.�, Notary Sigrrature� . 7ype of IdeMification Produced f` �.. 1 A Name(Print)__ ��?/tr ! � ' STATE OF FLORIDA, C�UNTY OF PASCO �� .�B� THIS IS TO C�RTfFYTHATTHE FOREGOING ISA ,� • � d �`� TRUE AND CC?RRECT COPY OF THE DOCUMENT �� ,�� . ON FILE O{�OF PUBLIC RECORD IN THIS OFFICE .�.�, . � WITNES�S MY NAND A OFFICI SEAL T IS �' (/'r " t • S DAY OF 2____�= �, „ �r�,od'x'e � PA LA S O'NEIL, CLE OMPTROLLER ,r�� ,�� / ' �' � BY / DEPUTY CLERK � � �8�9' �� 'Ai�OF�°�