HomeMy WebLinkAbout17-18536 �
'�- 'y CITY OF ZEPHYRHILLS' I
� �� 5335-8TH STREET
- -(813)780-0020 1853'6
�BU.�LDING PERMIT �
PERMIT INFORMATION ' - - LOCATION INFORMATION
Permit Number: 18536 Address: 7715 MERCHANTVILLE CIR
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIi4L Lot(s): Block: Section:
Square Feet: Subdivision: CRESTVIEW HILLS
Est. Value: Parcel Number: 35-25-21-0120-00000-0230
Improv. Cost: 1,432.51 OWNER INFORMATION
Date Issued: 6/02/2017 Name: BREWINGTON ROY DEAN
Total Fees: 67.50 Address: 7715 MERCHANTVILLE CIR
Amount Paid: 67.50 ZEPHYRHILLS, FL. 33542
Date Paid: 6/02/2017 Phone: 813-919-9398
Work Desc: REPLACE DOUBLE DOOR S/S
CONTRACTOR S APPLICATION FEES
LOWE'S HOME CENTERS INC � BUILDING FEE 67.50
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Ins ections Re uire '
OOT R 2N ROUGH PLUMB MISC INS LATION CEILIN
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.
NOTlCE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your 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.
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, ����
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
I
� � � , __
� 813-780-0026 City cif Zephyrhills Permif Appiication Fax-813-780-0021
, ' Building Department
it
Date Recelved ��,7s
Phc ne Cantact for Permtttin Z� -- �j �,S
Owner's Name �c. � Owner Phone Number �13 -�'1'�Q " 7��'j�
Owner's Addr��ss 5 A� Owner Phone Number �� �
Fee Slmple T(tlsholder Name � Owner Phone Number �� �
Fee 8imple Titleholder Address
JOB ApDRES�3 �� Q,R G/►ANt ! l 1 R Z�Ph�Yn1 ��✓� �L. 3��'�f LQ7# 2'�
�
SUBDiYiStON �R�S U121�t„� �"s y IIS i PARCE�tD# 3S`�.5��.1-G1 j'�-.O�Ot"�f(�OO •� �2 3�?
(OBTAINED FROM PROPERTY 7AX NOTIGE)
WORK PROPtiSED e NEW CONSTR ; ADDJAl.T � SIGN [� Q DEMO�ISN
INSTAI.L ; REPAIF2
Pi�OPOSEQ USE [� SFR � CC}MM [� OTNER
TYPE OF CONSTRUCTION Q BLOCK [�I FRAME [,� STEEL [�
DESCRIPTION oF WORK ����/� � j� UN17'�_ ���- $r�2.. �L �Z��`�`3
BUILDING SIZE �� � SQ FOO� GE�� HEIGHT ���
BU1I�DING $ �
��2� .,J�j i VALUATION OF TOTAL CONSTRUCTION
QELECTRlCAL � � j AMP SERV(CE � PROGRESS ENERGY � W.R.EC.
QPl.UMBINt3 � � � �
, ��� ��
QM�GNANICAL $ VALUATION OF C+IIECHANICAL tIVSTALIATIQiV
�GAS ' Q F200F1NG SPEClALTY � OTHEFt
FINISHED FLG�OR ELEVATIONS FLOOD ZONE AREA QYES NO
+�-�-rt�ri-rrrrrrr
QT'�2
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BUILDER A� �y�'A��p �CO PANY !��e� HOrtt�C GCnrt"'��t S L L C
SIGNATURE � REGISTEREQ Y%�N FEE CURRE� Y/N
Address ��"�n� ?$l"1'43 ORIAn/ eFt 3Z�7s License# � '�� ����1� �
ELECTRICIAN CQMPANY
SlGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address l.icense# � I
PLUMBER COMPANY
SIGNATURE REGISTERBD Y I N FEE CURREA Y/N
Address License# � �
MECHANICAL COMPANY
SIGNATURE REGISTERHp Y/ N FEE GURRE� Y I N
Address I License# � �
�
OTHER COMPANY
SIGNATURE REGISTEREp Y I N FE�CURRE� Y/N
Address � 4lcense# � �
iii-tt�l-t'hH�t�ti-f'
RESIpENTiAL Attach(2)Pfot Plans;(2)sefs of Buitdfng fI lans;(1)set of Energy Forms;R-Q-W Permit for new construcfion,
Minimum ten(10)working days after subntittal date. Required onsite,Constructlon Plans,Stormwater Plans w!Silt Fence instailed,
_��-��-`v-.-_. :_ ,- ,. :`___ _ ,.r__._. ___...._ �..___ _._�=_
5anrtary Faciitfies&'i'�tsrnpsCer Site VGor-Permlt far`subii,vlslonsllarge�pto�ects��-- -
COMMERCIAI. Attach(3)complete sets of Building Plans plus a Life Safery Page;(1)set of Energy Fnrms.R-O-W Permit for new constructlon.
Mlnimum te�{10)working days after sub ilttal date. Required onsite,Construction Plans,Starmwater Plans w/Silt Fence Installed,
Sanitary Fac1lJtles 8�1 dumpster.Site Wor Permit for a41 new projects.All commerc3al requifements must meet compiiance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""'PROPERTY SURI/EY required for aU EW constructlon.
�ti
Directlons:
F(H out appitcaUon c:ompletely.
Owner&Contractor sign back of appttcatian,notarized �
If over 52500,a Notice of Commencement is requirec. (WC upgrades aver 57500) �
*' Agent{fqr the contractor)or Power of Attomey{far the a er}wau#d be someone wlth notarized let#er from owner authoriztng same
OVER THE Ct1UNTER PERMITTING (Front af AppUcation Oniy)
Reraofs 1#shin4�Ees Sewers Service Upgtades AICt Fences(PtaUSurveylFootage)
Driveways-Not over Counter if on publia roadways..nee�s ROW
J �
NC1TtCE OF DEED RESTRICTI�NS: The undersigned understands#hat thss permit may be sub)ect to°deed"res�r�ctians"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restr3ctions.
UNLICENSED CONTRACTORS AND COWTRACTOR RESPONSIBILITI ES: If the owner has hired a contractor ar
contractors to'undertake work, they may be required to be licensed in acca dance with state and local,regulatlons. If the
contractor is not licensed as requlred by taw, both the owner and cantrac.or may be cited far a misdemeanor violation�
under s#ate law. If the owner or intended cantractar are uncertafn as to hat licensing requirements may apply for the
infended wark, thsy are advised to contact Ehe Pasco Coun#y Building insp ctlon Divtsiart—licertsing Section at�27-847-
8009. Furthermore, if the owner has hired a contractor or contractors, e is advised to have the contractor(s) sign
portians of the "contractor Bloclt" af this appHcatian for which they wiR be espanslbie. if you, as the owner sign as the
contractar, that may be an indication that he is not properiy licensed and i�s not entitled #o permifting privileges in Pasco
County,
TRANSPQRTATION IMPACTIEiTtL1T1E5 IMPACT AND RESCIURGE REC VERY FEES: The undersigned und��rstands
that Transportation Impact Fees and Recourse Recovery Fees may apply t�5 the �anstru`ction af new buildings, change of
use in exis#ing�bt�lldings,.ar expans�on of existing buildings, as specif�ed ir� Pasco County Ordinance number 8C!-Q7 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at thE� time of
permitting. !t Es further understaod that Tfansportation impact Fees and R�source Recovery Fees must be pait� pr(or to�
receiving a "certificafe of occupancy" or final power release. If the project�oes not involve a certificafe af occupancy ar
final power release, the fees must be pald prior to permit issuance. Furth�ermore, ff Pasco County Water/Sewer Impact�
fees are due, fhey mus#be paid prior to permlt issuance in accordance w#th� pplloable Pasco Counfy ordinances.
CONSTRUCTION LIEN LAW(Chapter 713, Fiorida Statutes, as amended): If valuation of work is $2,500.00 ar more, I
cert�fy thaf 1, fhe applican#, have been pravlded wi#h a copy of the "F orida Cons#ruction Lien l.aw—Hom�=awner's�
Prokection Guide" prepared by the Florida Department_of Agriculture and �.onsumer Affairs. -if the applicant is someone
other than the"owner", I certify that ! have ob#ained a copy of the above de•cribed document and promfse in goo�faith ta
deiiver if to the"owner" prior to cammencement.
CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information n this application is accurate and that.all work
wi1! be done in campliance with a11 applicabEe iaws regulating construction, zoning and land development. Appl3cstion is
hereby made to obtain a permik to da work and installation as indicated. `I cer,tify that no work or instatlation has.
commenced prfior ta 3ssuance of a perrnit and #hat a11 work w311 be perfor ed ta meet standards of all laws rfagulating3
canstruction, County and City cades, zoning regulations, and land devel pment regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply ta the intended work, and that it is�
my respansibility to identify what actions 1 must#ake to be in compliance. S ach agencies inciude but are not limitad fo:
- Department of Enviranmental Protection-Cypress Bayheads, Wetland Areas and Environmentally .3ensitive
Lands,WaterlWastewater Treatment.
- Sauthwest Florida Water Management District-Wells, Cyaress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls, Docks, Navigable Waterwa�ys. '
- Department of Hea!#h 8 Rehabilitative Servicesl�nvironment� I Health Unit-Welis, Wastewa#er Tr�atment,
Sep#ic Tanks.
- US Enviranmental Protection Agency-Asbestos aba#ement.
- Federal Aviatian Autharify-Runways. , .
I understand that the following restrictions appiy to the use of fill:� �- . ,
- .Use of fill Is not aiiawecf in Flood Zane"V°unless expressly per� itted. ,
- �If the fiU material is to be used in Flood Zane` "A", it is u derstoad that,a drainage plan addr�essing a
"compensating volume" wi!! be submitted at tfine of permitting wh9ch is prepared by a professiflnal �ngineer
. iicensed by the S#ate af Florida.
- If the fill material is to be used In Flood Zone "A" in connectian with a permitted 6uilding using stem wall�
consfruefion, i certify that fili will be used only to�11 the area wit in the stem wall.
- If fill material is to be used in any area, I certify that use f such fill will not adversely affect adjacent
properties. If use of�Il Is faund to adversely af�ect ad�acent p•aperfies, the owner may be cl#ed for violafing;
the condi#ions of the building permit issued under the attache� permit application, for lots less thari ane (1)
acre whlch are elevated by fill, an englneered dra9nage plan is r qufred.
if I am tMe AGENT FC1R THE OWNER, 1 promise in good faith fo inforrn fh�owner of the� permi#fing conditions sE:t forth in
this affidavit pr}or to commencing cons#ruction. I understand that a separite permit may be required for electri�;al work,
plumbing, signs, wells, pools, air conditioning, gas, or other Instailations �at specifcally incEuded in the app}ic�tian. A�
permit issued shall be construed to be a license tv proceed with khe wark �ind not as authority to,vialate, cancel, alter, ar
S8t�S1t�@ ��Y {�t'OVfSiO�IS Of��l@ t2CI1tiICc�I G4{�£8, nor shal) issuance of a gerrni#prevent the Buildfng OfFicial from tl�ereaffer
requiring a correction of errnrs in plans, oonstruction or viafations of any cojes. Every permit issued shall becorrie invalid
unless #he work aukhorized by such permit is commenced wikhin six mont s of permit issuance, or if work authc�rized by
the permit is suspended or abandoned far a period of six(6) months affer f I�e time the work is commenced. An e�xtension
I may be reques#ed, in writing, from the Building Official for a period not to exceed ninety (90) days and will demanstrate'
justifiable cause for the exfensEon. if wark ceases for ninety{90)consecuti�e days, the jab is cansidered abandoned.
WARNiNG TQ C}WNER: YOUR FAILUR� TO RECORD A NC1TtCE OF CqMMENCEMENT MAY RESULT I�V YOUR
PAYING TWICE FOR IMPROVEMENTS T YOUR PROPERTY. 1F YOU NTEND TO QBTAtN FINANCtNG, C�aNSULT
� W1TH YOU ER OR AN AT"�ORN BEFORE REC�RDING YOU NOTICE OF GOMMENCEMENT.
FLORiDA JU T(F.S. 7 3 �' � - - -_- --
OWNEft O CONTRACTOR
S bs��bsworn o or a�ffirm d befo me i s ,,.__ Subscr�bed and by orn o(or afflrmed)before me fhls
Who t lare ers4n I known ta me or haslhave produced Who(s/are persanally nown to me ar has/have produced
as identlfica8on. as identiBcatlon.
Nata Pubiic Nata Publfc
�Y rY
Commisslon No. Comm(ssian No.
� �
Name of Notary typed,printed or stamped iVame of Nntary typed,printed or s#amped
I
STOREC4PY
- INSTALLATION SERViCES CUSTOMER CONTFtACT- MWORK- INTlEXTlPAT10 �OOR
tn:. , �LVVtiC�J lJr'LtFI"IYY(#"1tLLJ, t=L,S�GRE= 135� �STORE PHONE. (813)83£�-9000 I
,� � � ' ,921 GALL SOULEVkRD 3 SALESPERSOtJ•tNARREN RICHaR�S �
h - a �'� �,.,,
, . . ���• ��nrii't�S, �L 3�54 i � SALESPERSON ID; 1959610
CoCW11e!?f?flE�t D8t?.Q5/?8(2�1? I
This is oniy a Quote for the merchandise and services prinEed belo�v.This beco�nes an agreemeni�pon payment and issuar�ce of a Lotive's receipt, upon�rhich the entire agree-
rnent, including fhe specifically completed pages oi this documsnt, the Terms and Conditions included tvith this document, the appiicable portfon{s) of Lo�re's receipt, and any
other addenda or a�Eaehments herata.shail be referred to herein as Ehis"Contract."
PLEASE READ TNfS ENTiRE DOCUMENT INCLUDING THE"TERMS AND CONDITIONS." BEFQRE SIGNING.
Lowe's Registration or Contractor License Number/Lowe's Contractor Name
�i„�:�., r ..s...,.�.._` � n! --4.1-r..�.r..,-,. .> �
� .... a.e:��i: iG:..'ili �iGiiJi. ��iiiiiuGl ut7V IJUCS�I%
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Customer Name Home Phone
CJ ROY BREWINGTON 813-979-9398
Custome�Address Other Phone
�
7715 MERCEEANNlLL.E CIR
�- Cit� Staic/r=rorEnce Lip!t�ostal Code
[� ZEPHYRHILLS F� 33546
lnstallation Address
' r' i ii5 idl�ni i'�Hi�`fYi`Li.0 i,iFt
t
I^stalfutior C�ty instai{ation StateiProvince Installation Zip!Postal Code
' , � ZEPHYRHiI.LS FL 33540
MERCHANQISE AN� INSTALLATION �UMMARY
IItIERCHANDISE SUMMARY
3553 : EC268: STK: 1-i/2-fN X 8-FTi PINE LATTICE: 1-1/2-1N X 8-FT'P1NE LATT�ICE : EAST COAST MILLWORK DISTRIBUTI -QTY 3
96�49 : 60i�RLEPQSNB : STK: 6-0 RS STL F�H 15LT LEP OS RH NB�4 :6-0 RS STL r-CH 15LT LEP OS RH NBM : JELD-WEN,MILLWUftK f�IASTERS-
I KNOX -QTY 1
� 156fi50:146DFT25E:STK : 7;16-4-6 DE PT PICKE-f" : 7116-4-6 DE PT PICKET : CM TUCKER LUMBER COMPANIES LLC-QTY 4 ,
4Q3545:690BL. 1� CP K6 : STK: KGN S�!Cnnngn cr�R�t RfJa: �l�nl�R �nn�Qn�uL gn`�v;, : �V,;;�S��-i i`i i
� Materials Price � 611.01
Sto�e 185� Project No. 5076�=2320�or ROY BRE�NINGTOf� !-'?�p ' �'� !
�
STORE COPY
� llil-�'',TBI 1 �TtllA! Y`vC..T`.p'�o�i�viv '
t
Stack or S{3�. Stock Door Type : Patio
� Selecf Locatior� : Back Door Seiec! i�ew DoQr • i-{inged!French �
Side�.ights or Transoms : No Nidden C}amage Description ' Nos�?e
rdumber of additionaf holes bored �or accessaries : IVone Insfall Special'rzed Mortise Hard+��arE No
Tota� �inaar Fe¢t of Custem Tr;m to be Insialled : C3 Deliver IJoor:Yes
Customer Understands Scope of the Project: Yes Permit Required : Ye�
� Whff Wil(Obtain Permi#:TF�ird Party Permit Fee :Yes
' ,�u�itipnai �Vii�es T;aveieci over�t3 :G Bring Up To Cade Qescription : f�one �
� Local Disposa(Fee : Yes Describe Other bVork i�eeaed : Frame in per panel
�
(,14h:.ar�.�1'.�-':�vhf�..:ue�. .�i$5 r.'_'_"
= L.v3stat3�litS: !VO lf��tlk�BCii
� �ead Safe Practices : No
Labor Gharges � 82'1.50
Detail Deduc#ipn -� C1.Qfl
Additional Specifications:
i�oiation: Lo�a+e's u�riii nat maKe structuraf modifications, paint ar stain or remove/reinstalf security sysfem equipment. CustomEr is responsible to advise if prop- �
erty is governed by HistQric Di�trict aegulations.
Additional Specificati+�ns: Federai iava r�guires Lowe's to provide you with the pamphlet Renovate Right: lmpor�anf Lead Hazard Information for Familes,
Child Care Providers and Schoofs. By signing this Contract, Customer acknowledges having receiued a capy of this pamphiet before tivark began infarming
Gustomer of the potential r-isk ot the lead hazard exp�sure fram renovation act`svity To be perforrr�ed in Custc�mer`s dwelling unit.
f PFf�1T0 t�E[.EASE: Custom�r �ranrc r� i�t;�o�� ��;y i�:.,��'s ��;,p;cyc�s a„U +�,ue���r�cieni coniraciors fne right to take photograghs of the Premises arhere In-
stailation�eruices+f�i!! be �e;formed a�ad a{!work pe�forn�ed at the Premises relaEecf to ihis Gontract, and irrevc�cabi}=grants to Lc��S.re`s all right, title, interest in
and ta t�e photographs#ar use in aiI markets and media, v��orld�,vide, m perpetuity. Customer authorizes Lowe's to cppyright, use and publish the ph.o}tographs in
print and;or elec4ronical#}f, and agrees that Lowe's may use such photagraphs for any lawful purpose, including, but nor !�mst�d i�, marketirg; a�VGtI�S!{k�,�,�bf�- �
� u�ry, i,�us�,aitot�,irair�ing and'vVeb coni�n2. By ir�itialing here, Cust�mer agrees F�the faregoir�g. (Gustomer!a initia!t4 the lefi]-
E�C}?'!C� ?'(� C!l�Tt'J:;^ER - �';i�CE 4AL^i;L/�TI��;S; (n oraer io properiy perform the installation af certain Goods, the Contract Price may include more
� Goods than acivaily tivii! be �nsialled based on fhe measured square foatage of�he Project Area.As a result,fhe parties agree that f�e lurnp-sum Price stated in
� this Coniract is ca(cuiated upon both the vaiue of the estimated Goods required to fulfill the ContracC {including waste), vrhich may exceed the actuaf square
� foota�^g.e of the f'roject Area, and tth'e labor which may bte estimated based on the amount of Goods required ta fulfifl the contract (ineluding waste}. By signing
��!$ t✓OL2t[c'�C'.�E3810W, �it.E'`atC3iT18i t"iCItiTI{3�rs1�8{j�$$ (@C.�I(��Qt t�'}l$TlL1�IC@ 3i'lf,� �fli'PF�$atlt�{ itttflPrClan��th�!±}�0 4iii.2 iiai.fUlUGj `t1tEaC CVS`tS Y+J�'1fG'(1 tT18:�(20T i76(2iUC1UEU
� once the instai[at�on Servrces are performed..
- � 4�fOTtCE C}F ARBI7RA"�!C"�N AGFtEENiENT
This Ceniract p�avi�es tha� a41 claims by Cusfomer or La��fe's+�vill be resol�ed by SINDING kRBITRATION. Custflmer and Loti^re's GIVE UP 7ME RIGHT TO GO
L TC COURT to eniarce this Contract (EXCEPT for matters that may be taken to SMALL G�A1MS COURT) �owe'S �nd GUctnmar'c ri�hr�,R,;i� ho�n,a;;;;;;;�� �Y I
.. Siore 1854 Proiec: No. 5076�2920 Icr ROY BRE1NIldGTON �a�� ? :,` �
s-�o�� co��
ia ivtU i RAL ARSITRATOR and NOrT� a judge ar jury Loe�:e's and Customer are entitled to a FaiR HEARIN But the arbitratian procedures are IMPLER AND
�It�RG `�n�n�T`n 'ru�n� o(��is nf�[-LILHDLL i�i i CiUYs i Ami�raiar cecisions �rg gc Anfpr�aahio �S ?^y ^ Urt ^viv2i Si�is nic Si1�j�Ci i0 ���nY �iil:ii i�v r5C- �
IVIEV'd BY A COURT. FOFi NtORE DETAILS: Review the secfion t�tled ARBITRATION AGREEMENT, WAIVER OF JURY TRiAL AND V�AIVER OF CLASS AC- I
T10N ADJtJQICATION found in the Terms and CondiEions of this Contract. i
i �
����i� v�"er�ri��� �F �'►LL iJICrtL[1HI�lJ��t f�1lL� jEf={1�I�E5
'tiviiere applicable
SU6-TOTAL S 1432.51
� �-*-�v � ,'n� V.Vr!
DELNERY � 0.0
vii.�i�.-i�-v-rw� .'i�j i%ijie�l�
� --- i' 'i i�i_
BALANCE DUE
�
l�lork is to commence upon reasonab)e availablity of Contractor V�hich is anticipated to Be ����____ (fill in date].
j /r/ 1
' � �STiftic'�feC�COfT1��Bfipn(^iaGfia iS ! �� �C71.!n/'� �iti�ii i Ci8i2j, J '
J
NUTlCE TO CUSTQMER
IA11 items listed in this contracf and specificatson sheet(s) are to be i�sta!le� under ccnditions agreed upe� at ti�re of purchase ar�d at the price appearing '
on this contract form. This assurnes sound exis#ing substrucEures, superstructure and points of attachments. Extra labor or ma�erial incident to installation
necessitated by defecti�e substruciures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at exira cost to custom-
er. DO NOT SIGN THES CONTRACT UNTIL COMPLETE AN� YOU HAVE REA�THE TERMS AND CONOITIONS OF THIS CONTRACT. BY SIGNiNG
BELOW,YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND COND3TIONS SET FORiH ON
THdS CGNTRACT_YCU ARc EN�ITLED TO A COPY 0�=THfS CONTRACT A7 THE T{ME OF SIGNATURF,
iV�Ti ii,c i� E�1fif i�E�'s;-ACCflRt7(NG T'U FL4RfI�A'S CflNSTRUCTION LIEN LAW (SECTIONS 713.00i- 713.37, FL,ORlDA
STATUTES), TH�SE WHO WORK ON YOUR PROPERTY OR PR4VIDE MATERlALS AND SERVICES AND ARE NOT
ontn ��� ct i�� u�'!� � ����-r-�-� "��;;vz i 1-7Zi�ln'i I�LHII{tl �'l�tS t'fi r 11P1C1V 1 Ku�iiv5! Y�Ut-� i�l-�f�iS�f�T'f. �HIS CLAIM fS �
KN4WN AS A CQNSTRUCTION LtEN. 1F YOUR C4NTRACTOR 4R A SUBCONTRACTAR FA[�iS TO pAY SU3C4N_
Ti�ACTORS, SUB-SUBCONTRACTORS, OR MATERIAL SUPPLlERS, THOSE PEC?PLE WHO ARE QWED MONEY NiAY
L�OK TO YOUR PROPERTY FOR PAYMENT, EVEN {F YOU HAVE ALREADY PA[D YOUR CONTRACTOR IN FULL. IF
' IYOU FAiL TO PAY YOUR CONTRACTOR, YOUR CONTRACTQR MAY ALS4 HAVE A LIEN ON YOUR PROPERTY. THIS
MEANS IF A LIEN IS FILEQ Yt}E!R PROPERTY C(�l��Q RF �nt n nrnirvc-r yni�Q �nrii� T� onv cno "g�a� y;�=L�;_
I ALS, OR OT!-lE� SFR�!l�ES T!-!4�' �'���F �rJ;`dT4;�T^€� C.;R A StSS��ti i r'�i��Ti�its iJiiaY 'ritiiiE t=AiLt�.7 T� t�i�Y. I O
• PROTECT Y�URSELF, YOU SHOULD STIPULATE IN THIS CQNTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR
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Store ?854 Project No 507042920 for ROY BREWINGTON �agc � ���
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STORE ��f�Y
i�i�v i i ij t=t�C:t:�N[��NDEt7 TKA"E" YCJU COi�SUL:T Atti ATTf)RNEY. �
1 a�� DAY OF f�i�' ;:;",'t�;(
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at arij+ii,me prior to rnidnight an the#i�ird C�usiness day after the date of this transaction.See the attached Notice of Right to Cancel for an explanation of
tt�is rigfit.
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Product Ap�rov�l Menu>Product or, lication Searcli>Application List>Application Detail
FL H ' FL12509-R3
Application Typ'e Revision �
Code Version I, 2014
Application Stafiis Approved
"Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by tl�e POC
and/or ihe Commission if necessary ,
�
Comments
Archived .
Product Manufacturer JELD-\NEN
Address/Phone/Email 3737 Lakeport Blvd
. Klamath Falls,OR 97601
(800)535-3936
fbc 1 @jeld-���en.com
Authorized Signature I Kaede McLaughlin
' fbc 1�jeld-wen.com
Alt WpRK
"fechnical Representative JELD-WEN Corporate Customer ServiceF pR DLING C�ES�II�ip 111/fTl-(
LY
Address/Plione/Email 3737 Lakeport Blvd. NqTjp A BUILDING
(800)535-39360R 97601 C17'Y�A�H ��0��qNd
customerserviceagents@jeld wen.com — �R(�(
��ES
Qualiry Assurance Representative
Address/Plione/Email
Category Exterior poors c�/���q
��
Subcategoq� Swinging Exterior poor Assemblies ���A��.2��� �,,��
� Y.�C!� /
e rd `
Com liance Method Certi6cation Mark or Listing ���/ .,.•"��(� �
� ��r���
� Certification Agency Nation�l Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Sta idard) Stanci:u_d Year
ASTM E330 2002
ASTM E331 2000
TAS 202 1994
Equivalencc:of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted O1/13/2015
Date Validated 01/14/2015
Date Pending FBC Approval
Date Approved O1/21/2015
Summaiy of Products
� `� �
http://wvvw.floridabuildin ,,org/pr/pr app dtl.aspx?param=wGEVXQwtDqvCT4Aty8UaH... 11/12/2016
; . Page 2 of 2
G'L� Nlodel,Number or Name Description
12509.1 Finishield/Gl�idi�itor 12'-5"�6'-10",Glazed Steel Wood Edge Ins�ving Door witli Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL12509 R3 C CAC NI009861,_R�� NOPC�df
Approvcd for use outsidc HVHZ,:Yes Quality Assurance Contract�xpirsition Datc
Impact Resistant:No 10/31/2020
Design Pressure:+45/-45 Listallation Insh�uctions
Other: FL1.2509_R3_Il_JW192008 SS 201`i-01-07,pdf
Verified By•Hermes F.Norero,PE I�L PE#73778
Created by Independent Third Party:Yes
Gvaluation Reports
FL12509 R3 AE PER3319 SS 2015-01-07.pdf
Created by Independent Tl�ird Party•Yes
I?.509.2 Finishield/Gladiator 12'-�"x 6'-l0",Glazed Steel Wood Edge Inswing Door�vitl�Sidelites
Limits of Usc Certification Agency Certiiicate
Appraved for use in HVHZ:Yes FL12509 R3 C CAC NI009861-R•4 NOPC.adf
Approved for use outside HVH2;:Yes Quality Assurance Contract Expirsition Date
ImpTct P.esistant:No ]0/3l/2020
Design Pressure:+55/-55 Installation Instructions
Otltcrt FL12509 R3_[I JW192008._SS 201:i-01-07.pdf
Verified By:Hermes F Norero,PE I�L PE#73778
Created by[ndependent Tliird f'arty•Yes
Evaluation Reports
FL12509 R3 AE PER3319_SS_2015-01-07.pdf
Created by Independent Third Party•Yes
12509.3___ Finishield/Gladiator _ 12'-5"x 6'-10",Glazed Steel Wood Edge Outswin�;Door witli Sidelites
� Limits of Use Certification Agency Certificatc
Approved for use in HVHZ:Yes , FL12509 R3 C CAC NI009861-R�NOPC.ndf
Approved for usc outside HVH2:Yes Quality Assurance Conh•act Expiration Date
Imp�ct Resist��nt:No 10/31/2020
Design Pressure,+45/-45 Installation Instructions
Othcr: FL12509 R3 II JWl_7.2008 SS 201'i=01-07.pdf
Verified By�Hermes F Norero,PE I�L PE#73778
Created by Independent Tliird Party:Yes
EvaluTtion Reports
FL12509 R3 AE PER3320 SS 2015-01-07.pdf
� Created by Independent Third Perty:Yes
12509.4' Finishield/Ciladiator 12'-5"x 6'-10",Glazed Steel Wood Edge Outswing Door with Sidelites
Limits of Use ^ Certification Agency CertiTicate
Approved for use in H[VHZ:Yes FL12509 R3 C CAC NI00986_1=R4 NOPC.pdf
Approved for use outside HVHZ:Yes Quality Assurancc Contr�ct�xpiration Date
Impact Resistant:No 10/31/2020
llesign Pressure:+55/-55 Installation Instructions
Otlicr: FL12509_Et3_II JW122008_SS..201;i=01,-07.pdf
Verifed By•I-Iermes F.Norero,PE I�L PE#7377lS
CreAted by Independent Third Party:Yes
EvaluTtion Reports
FL12509_R3,_AE_PER3320..SS 2015-01-07.pdf
Createcl by Independent Third Party:Yes
http://v��vw.floridabuilding.orQ/p.r/pr app dtl.as��x?param=wGEVXQwtDqv(J4Aty8UaH... 11/12%)_016
MATERIAL PROTECTION
�y--� y-;v 1 AlL LATCH/LOCK AND HINGE HARDWARE �qg�/2^MAX OVERALL FRAME WIDTH
■��T�,� T��TO TO BE OF CORROSION RESISTANT MATERIAL� 37 1/4'MAX. c
a� OR CORROSION RESISTANT COATED. g���q•�. 7q-MAX,
FRAME WIDTH �
FINISHIELDlGLADIATOR STEEL DOOR,WOOD EDGE 2. ANCHORING COMPONENTS MUST MEET THE FRAME WIOTH DOUBLE FRAME WIDTH �
GLAZEDI2-Ox68 OUTSWING DOOR SYSTEM CORROSION RESISTANT STANDARDS AS 35 3/4"MAX. �
35 3/4'1AAX. 72 1/4'MAX. PANEL WIDTH > Q
IDENTIFIED IN THE FBC. pqNEL WIDTH—I I--DOUBLE PANEL WIDTH � � � n] �
GENERAL NOTES SEE DE i AIL A � (f)�
1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH 6 SDHEET 6 Q I Z O Q M
TuE�URREAT FLORlDA 8U!LDING CODE(FBC)BASED ON THE , P �'OTc^o ���CTc 6� — d �N
SIGNED AND SEALED DATE:INCLUDING HVHZ AND HAS BEEN �
EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM w Y ='�
E331-00 AND ASTM E330-02. � a Q'-
2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHOREO �z���8, �2���8• 2���g^ �Z>>�g^ 1 � n ��
PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ~' ex/ _�jy� r- -J � Q
NOTES: = MAX. M.7 IAX. MAX. � = W n J 2
, oon���T�ni�unoc cuo��RG AC I ICTFf1 4NIl CP�(:F�l c7 ; - y._
' I-FILLVICYVJrRViVIC%�ICRIvI[. U.L.U. U. V. U.L.V. U.L.v. J U
y AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE Z_MULL POSTS 8 DOUBLE BACK = WIDTH �DTH WIDj4�-I WIDTH o w
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. � X =
JAMBS ARE INTERCHANGEABLE. � �
4. DESIGNED PRESSURE RATING SEE TABLE I.PAGE'I � Z
5. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE (SEE OPTIONAL CROSS SECTiONS) � Zg E ' Q
REQUIRED FOR DOORS AND SIDELITES. 3-SURFACE BOLT NOT REQUIRED FOR � � a
APPLICATIONS REQUIRING DP-45 OR � � � C D � � J O
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, A
LESS.
INCLUDING OVALS,SUNBURST AND ROUNO-TOPS.ALSO �� 4-MASONRY AND CONCRETE INSTAL- �NOTE B � � � NOTE 4 0 0
INCLUDED ARE INTERNAL AND EXTERNAL GRID,BLINDS i C\ - L
LATION DETAILS. � K � W w
BETWEEN GLASS,EXTERNAL WROUGHT IRON AND DECO. ,�
5-POSITION AND NUMBER OF o g p NOTE 2 25 N E Q ��� Z
7.SCALE BASED ON 11x17 SHEET SIZE. ANCHORS IN HINGE JAMB,LATCH m \ � ¢0
8.ALL 1X&ZX TO BE 0.55 SPECIFIC GRAVIN OR �� NOTE _ � �
GREATER. JAMB OR SIDELITE JAMB WILL BE � \ / m o O Z F-
THE SAMc REGARDLESS OF ROUGH � � i d � n g 3 3 w
• OPENING TYPE. FOR HORIZONTAL �? N �
CROSS SECTION IN 1X BUCK OPTION ��� W
IN MASONRY/CONCRETE,SEE FIXED INACTIVE ACTIVE FIXED w O� 'r ¢
SHEET 8 FOR DETAILS. _�� � a
DOOR LEAF CONSTRUCTION- 6-FOR VERTICAL ANCHOR IN 7X BUCK OPTION IN B B OTE 4 ASTRAGAL Z w o w >
FACE SiiEETS:THE FACE SHEETS ARE GLUED TO THE CORE AND MASONRY/CONCRETE, SEE SHEET 6 FOR 5 6 SURFACE BOLT 5 5 6 NOTE 4 DBL-BACK LL F N N �
SUBSTR,4TE WITFi.LiviC i+Di-iESi'vE. u��AiLS. � S=`���3 JEC UC 1 HIL O �AMB MULL POST � �� �
MULL POST � w o
CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND DENSITY SHEET 6 QUAD UNIT(OXXO) o � �
EXPANED POLYSTYRENE(EPS). SCALE:�/2"=1'-0" a C9 aa
PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED (OUTSWING NON-IMPACT)
FROM TWO SHEETS OF 2SGAUGE(.0'18'MINIMUM)GALVANIZED DESIGN PRESSURE RATING o}
STEEL.THE FACE SHEETS ARE BENT 90°OVER THE 1.688'X 1.0" �WHERE WATER INFILTRATION WHERE OVERHANG WHERE WATER INFILTRATION � cJ7 �°7
LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL. THE REQUIREMENT IS NEEDED IS NOT USED REQUIREMENT IS NOT NEEDED W Z
AVERAGE MIN YIELD STRENGTH OF 25 GA SHEEf STEEL SKIN IS WITHOUT W�TH WITHOUT WITHOUT W�TH w �o W w
38,400 psi.THE 1.688'X1.203"BOTfOM RAIL CONSISTS OF ���
ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MINIMUM)STEEL. SURFACE BOLTS Si1RrACE BOLTS SURFACE BOLTS SURFACE BOITS SiJr2Fi+��oOLTS a J z��Q
THE WOOD LOCK BLOCK IS 1.688'X 3 1!8"X 12". POSITIVE �+45 �+55 +30 POSITIVE +45 +55 IZ j w u-Z�-rnl
FRAME CONSTRUCTION:THE FRAME JAMBS&HEAD ARE NEGATIVE NEGATIVE o�c7 w�a z
CVIVJ I ftUl.l EU Or�V VVV.TIiE SILL iS�.vivi`2ni SEu i'F� �5 -55 -45 �5 -55 '�IQ W?I�-,U��I
NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUM ���~�W=�
TABLE1 a�a0¢av� I�
CLADDING.CORNERS ARE COPED,BUTTED,&SEALED USING TABLE OF CONTENTS $3
SILICONE, THE HEAD-ANDSIDE JAMBS ARE.FASTENED.USING-- —NOrE:-UNI-T-SMALL BE-1NSTALLED.ATIOClaUON-P�20TECIE0.�Y_01lF12HANGSUCHStJATAVERHANG(Oti�r_�;___ ..__
rOliR i6 GA.71i"o'X�S 1%1YLCS YCR I.VRIVER.1 HE SILL%V1iU SIDE $�T R �FS`�C;IOTIlJ^ �TiO=Ori�E�G i ri/Ori riEiGHT iS EQUAL TO,GR GREATER TriAti,i.0 0 0 �rn
JAMBS ARE FASTENED USING THREE'16 GA.7/16'X 2"STAPLES 1 7YP.ELEVATIONS&GENERAL NOTES N � �rn Q
PER CORNER. THE VERTICAL SOLID MULLION IS FASTENED 2 TYPICAL ELEVATIONS Digitally signed by Hermes F.Norero,P.E. � °� �'`O�
THROUGH THE HEAD&SILL USING THREE#8X2-1/2"SCREWS PER 3 TYPICAL ELEVATIONS ``ti�«t������� Reason:l am a rovin this document
END.A 3!8"HOLE IS DRILLED AT THE CENTER OF THE FRAME HEAD 4 TYPICAL ELEVATIONS � �i PP 9
AND THRESFiOLD 4YHERE A nAETAL STR(Kc Pil+i�IS FASTEUcD � VERTlCAL CftOSS SECTIONS&B.O.�A. `�:�GS F "'p i�e:2015.0i.0i i4:55:55-CS'OG' o c� m a�
USING TVVO#&X 1'l/2"SCREWS TO RECEIVE THE TOP AND 6 VERTICAL CROSS SECTIONS oH�r+cni , ''"
7 HORIZONTAL CROSS SECTIONS � � �� • 3''-a��% �^TE� 8l12/08
BOTTOM ASTRAGAL BOLT EACH FIXED PANEL IS SECURED INTO � � � �:�;.
THE FRAME USING FOUR 16 GA.7/16"X 2"LONG STAPLES PER $ HORIZONTAL CROSS SECTIONS _ ;/N i���&= scn�e:AS NOTED
9 ANCHORING LOCATIONS&DETi+iLS � HERMES F.NORERO
I I STILE FASTENED THROUGH THE JAMBS.ALL MULLION JOINERY 8 \ I � _�" - '* FLORIDA P.E.N0.73775 owc ev WBD
10 ANCHORING LOCATIONS&DETAILS �s�d '.
THE FIXED PANELS!FRAME JOINERY ARE SEALED AT THE � = � . �T T � a 398 E.DANiA BEACH BLVD. cNK er� S.FREY
.vS�,:�„�y J:`�vV":`. 11 ANCHORING LOCATIONS � I - -A '- : /�/�� _ tu �
�I �Z IUNIT COMPONENTS&DETAILS I H cH• �O,�'"-'�'Cp�'(OP? <u`^ SUITE 338 DRAWINGNO.
��`^ `\'v J) 13 VENT LITE DETAIL \ DOOR � CC •�"•••••"� ('j� : DANIA BEACH,FL 330D4
, I �i S �� `I J W 122008
'14 VENT LITE MATERIAL LIST � HEIGH! ��� S/ONAL E��`� FBPE CERT.OF AUTH.NO.29578
'��//!11!lll1���` ��+EET 1 OF 14
I
- �
�-'I'12"MAX.OVERALI FRAME WIDTH---j I 111 114"MAX.OVER.4LL FRAME WIDTH I
37'l14"MAX. 111------- 74"MAX.
37 1/4'MAX. 37 7/4'MAX. 37 1/2'MAX. FRAME WIDTH I FRAME WIDTH�
FRAME WIDTH FRAME WIDTH FRAME WIDTH 35 3/4"MAX. I 363l8'WITH 35 3/4"MAX. p
PANEL WIOTH ASTRAGA� PANEL WIDTH �
�
35 3l4'MAX. 35 3l4'MAX. m
PANEL WIDTH PANEL WIDTH 6 N OTE 6 N OTE SHEET 6All A p �
�6 P � p 6 NOTE 6 SEE DETAIL A J O
OTE 6 � a / + ei.�. / � � � (n�
� SHEE I n
gq � � 1 J
21 1!8"� I �21'I/8" � �� 2�7/8" � I Z O J M
T u.�„ - a Q
� ts.^-.Y.. M",.� ^� 1.^!
I �21 1!8' �21 1/8' C 21 1/8' w D.L.O. D. O. D.L O. I I W Y 2�
= MAX. MAX. _�W1AX. = WIDTH �DTH WID� F- Q �,-
W � D.L.O. D.L.O. DL O. Q p 2 � J Q�
QWIDTH WIDTH WID�'i�i \ o � � e / � e � w � � Y a
� - w A C � F � a
W � = x B 7
o p A � F � Z �NOT7 � � � � NOTE 4 � a
A � � ¢ ' L m �
�NOTE4 8 � � � � NOTE4 `� a o � NOTE2 \ / �
NOTE 5 '� �
� 8 8 � � m NOTE 5 \ / o
� NOTE 2 � NOTE 2 � o
o p / A'
"NOTE 5 / NOTE 5 `� � � � ��W
� f f f FIXED INACTIVE I ACTIVE �o N
I • �
I OTE 4 ASTRAGAL � OTE 4 �3 3 O
FIXED FIXED � ACTIVE
�� NOTE 4 SEE DETAIL B MULL POST SHOWN DBL-BACK SURFACE BOLT 5 �O� j
NOTE 4 SEE DETAIL B w p� y w
5 6 5 6 5 6 SHEET 6 JAMB MULL POST OPTIONAL SEE NOTE 3
MULL POST SHOWN NOTE 4 SHEET 6 x�°7 m i j
DBL-BACK JAMB MULL SURFACE BOLT N�`x° �
SEE NOTE 3 112"MAX.OVERALL FR4ME WIDTH z W o u�i ¢
POST OPTIONAL 37 1/4"MAX. 37 1/2'MAX. 37 1/4"MAX. TRI UNIT(OXXI OR(XXO) ti F-cv a V
�r`�r innv�po ivnn� �FRAME WIDTH�—FRAME WIDTH�—FRAME wIDTH SCALE.1!2"=�'-0" v I �� � a
SCALE:1/2"=1'-0" 35 3/4"MAX. 35 314'MAX. o ¢ � ~
SEE DETAIL A PANEL WIDTH I PANEL WIDTH a � aal
SHEET 6 6 OTE 6 g NOTE 6 Q}
� � �mm
� �
f 6 NOTES:
21'l/8" 2�1/8' 21 1I8" w N w
�' 1-ALl VIEWS FROM EXTERIOR. �
= MAX. PX MAX. � �m
� � --{ 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. < �¢
W D.L.O D O. D.L.O, I z Z H
= WIDTH�I I'WIDj'i�-f� �WIDTH II � (SEE OPTIONAI CROSS SECTIONS) �,�,a a Z
� � 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING I I I U W vl��
I a I II II .I �I. I I II II l� ° ��-<�e�����. ! I � �^<�W=,-�
¢ i i r r i w O o >
w � = 4-MASONRY AND CONCRETE INSTALLATION DETAILS. �a a c�w
O � � Z 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, �
� Q LATCH JAMB OR SIDELITEJAMB WILL BE.THE SAME _ �-.o-- —
� �IGit4 � � � � � NOTE4 cO a RCGA�I�JLGSS Vf"lZGUVII OPEI�lI11V TYPC. rV1�fIVRIZVi�IIAL N o o w
� NOTE 2 � � CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, N m r'Q
� Np 2 SEE SHEET 8 FOR DETAILS. � ��O o
m � � � 6-FOR VERTIC�KIM1KSHOl3 N 1X BUCK OPTION IN �
�� NOTE 5 I MASONf2��JP�FFEl]���SHEET 6 FOR DETAILS. � m Q O
W � �• i
� l< :t d • -
� `.2`�(/:'\.i••••• ""�'p � D0.TE: EI'IZIOH
��O � scn�E:qS NOTED
FIXED �� ACTIVE FIXED _�., �a [s,�-�� = � HERMES F.NORERO owc.av: WBD
; = 'a - �T`Ty = � FLORIDA P.E.N0.73778
CFF 1�FTG,II g �� � 5 NOTE 4 I �� l ��� � 4�; 398 E.DANIA BEACH BLVD. cHK er: S.FREY
NOT�4 � �'•:FY`_i_..o,r n,
� $4FF?6 � ��v�JLL POST SHOLNN- � __uKi�:,: �;� SUITE 338 ORAWINGNO:
SUr2rAC£BGLT TRI iiNiT(CXOI :�FS G�� DANIA BEACH,FL 33004 JW122008
SEE NOTE 3 �BpOST OPT ONAL LL SCALE:1/2"=1'-0" '����SiONAi�?��`� FBPE CERT OP aUTH.NO.2s578 SMEET 2 ov 14
i i
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n
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� w �
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Z W ��
74'MAX.OVERALL FRAME WIDTH W Y 2 ao
�i J Q�
�72 1/4"MFU(.PANEL WIDTH� SEE DETAIL A 37 1/2'MAX � cn*�Q�
74 3/4'MAX,OVERALL FRAME WIDTH
J �S`ild•OpNCi N/IIITH � _ � ��u"T C �FL:A�.1C NIIf1TN� I I I ^ J=
s�'sin^iviiu. 35 3;d iviiJ:. -� r� Y a
SEE DETAIL A PANL WIDTH PANEL WIDTH SEE DETAIL A 35 3/4"MAX
SHEET6 SHEET 6 pANEL WIDTH
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ITEM PAR? N0. � SPARTECN POIYCOM PP53330, REF NOA 13-d239 43 � � Y y�
1 16T97-004 INNER FRAME C
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2 16796-000 � SPARTECH POLYCOM PP53330, REF NOA 13-0219 03 �
3 16798-000 F1XED UPPEft SASH �j n ¢S
4 14589-Q00 HOT MELT CAULK (8 LdCAT10NS}
AR 140� SO�IDS BUZYL EtASTQMER -� s3 Y u-
5 16825-QQO GLASS, 3/4" x 20 19 f 32" x 16 1 1/16'� 14 Z NC PLATEDT g�TEEL��s A5SEMBLY
fi 16$28-OOQ #8 x 2 PAN HEAQ SCREW
�6 x 3/4" PAN HEAd SCREW 7 ZINC PLATED STEEL a
7 12207-000 _� rr 2 NYLQN 6j6 �
8 16809-000 5Af7EY LdCK o
4 x 1 4" FLAT HEAD SCREW 6 ZINC PLATED STEEL
9 16829-000 # f 4' FROM SCHLEGEL CORP.. FIBEft PILE DUST SEAL o�� � �
10 17041-000 FIN SEAL, R4�L � �+
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11 16799-000 1 NYLON 6 °�� � �
12 16$06-p00 RIGHT LATCH ��� m �
LEFT LATCH 1 NYLON 6 �
13 16$07-000 5' FROM SCHLEGEL CORP.: Q-LON2 WEATNER SFA� wop 'r � u-
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t 4 16$37-Q00 Z w Q w � �
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�.12 O.D. SPRING 2 S7AINLESS 302 AND 304
20 16838-000 �4 SPARTECH PQLYCOM PP53330, REF NOA 13-0219�3 � w a
21 14234-000 SCREW NO�E P�UGS
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: ���U�S
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Date Received: �- � ���
site: / 7 f ���`fi�cG���l��//+e (��-
Permit Type: ����C� GiL�/2(��i� ��
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
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This comment she t shall be kep� ith the permit and/or plans.
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Kalvin witzer—P ' xaminer Date Contractor andlor Homeowner
(Required when comments are present)
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