HomeMy WebLinkAbout14-15827 y
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" CIT�(OF ZEPHYRHILLS
53�5-8TH STREET
( 13)780-0020 � $ 7
BUIL � ING PERMIT
PERMIT INFORMATION LOCATION INFORMATION�
Permit Number: 15827 Address: 6105 17TH ST
Permit Type: ADDITION/ALTERATION � ZEPHYRHILLS, FL.
Class of Work: ADD/ALT COMMERCIAL Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: PARK HILL
Est. Value: Parcel Number: 02-26-21-0180-00000-0560
Improv. Cost: 2,346.83 OWNER INFORMATION
Date Issued: 12/08/2014 Name: JONTRA JAY E
Total Fees: 75.00 Address: 6105 17TH ST
Amount Paid: 75.00 ZEPHYRHILLS FL 33542-2694
Date Paid: 12/08/2014 Phone: (813)779-3119
Work Desc: REPLACE 2 DOOR UNITS SIZE/SIZE
CONTRACTOR S APPLICATION FEES
LOWE S HOME EN RS I BUILDING FEE 75.00
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Ins ecti�ons Re uired � �
FOOTE 2ND RO G PLU B MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER I MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. , MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: Reinspection fees will comp�y with Florida Statute 553.80(2)(c)when extra inspection
trips are necessaty due to any one of the followin reasons: a)wrong address b) condemned work resulting .
from faulty construction c) repairs or correction not made when inspections called d)work not ready for
inspection when called e) permit not posted o� job site fl plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and t�ere may be additional permits required from other governmental
entities such as water manageynent, state agencies or federal agencies.
"Warning to owner: Your failure to record a noti e of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with
Ci Codes and Ordinan�es. NO OCCUPANCY BEFO C.O.
, �.`_ �e .
� CONTRACTOR SI NATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTF�S WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CA�tD FROM WEATHER
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- Build�ng Departrrent
Y'� N7�C
Date Received Z-�-� 1 phone Coritact for Permittin �'� 3 2 - �1`9-6 S'
Owner's Name � !� �, � Owner Phone Numbe �3 -�"�?`� = `31� `�
Uwner's Address SArv�2._ Owner Phone Numbe
Fee Simple Titleholder Name �� Owner Phone Numbe �—
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Fee Simple Titleholder Addresa '
JOB ADDRESS b��� f �� S"i Z2P�►2I h:�15 �L 3 3 S"4�� LOT# ��
SUBDIVISION �P/a�Llc t+�7) PARCE ID# O`�.'2�'�'Lt` d�g - 11F�a�� `dS(00
(OBTAINED FROM P PERTY TAX NOTIGE)
WORK.PROPOSED ,NEW CONS7R ADD/AL Q SIGN Q Q DEMOLISH
e IN3TALL 8 REPAI
PROPOSED.USE Q SFR Q COMM � OTHER
TYPE OF CONSTRUCTION �] BLOCK Q FRAME C] STEEL [�
DESCRIPTION OF WORK ��Y 1AC2 2 .0 o 0 2 N e'�'S S',?� S i TL �O y � FL�Z.�j'G9,�
BUILDING SIZE SQ FOOTA(iE� HEIGHT
�BUILDINO $ 23��,c VALUATION OF TOTAL CONSTRUCTION
0
QELECTRICAL $ AMP SERVI �E Q PROG ESS ENERGY Q W.R.E.C.
OPLUMBING $ �[p I a,� `�
.0 � �-�- `� `'1
QMECHANICAL $ VALUATION aF MECHANICAL.INSTALLATION a� ��ti
�F \
[�GAS Q ROOFING Q SPECIA TY � OTHER
FINISHED FLOOR ELEVATIONS FLOOD ONE AREA QYES NO
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BUILDER , ,n J' CO PANY �ow-eS_, ldoMe, CeN'��2s � L�'G
SIGNATURE y � � (�(X� REG STERED Y/ N FE CURREA Y I N
Address o C3o� ' � °�✓ /L�A���' 3�-��y Licens # C��G f S d ��l 7
ELECTRICIAN � COMPANY
SIGNATURE REG STERED Y/ N FE CURRE� Y/N
Address Llcens #
PLUMBER COMPANY
SIGNATURE REG,STERED Y/ N FE CURRE� Y/N
Address Licens #
MECHANICAL , CO PANY
SIGNATURE REG STERED Y/ N FE CUFtRE� Y/N ,
Address Licens # I
OTHER � CO PANY �
SIGNATURE REG STERED Y/ N � cuRrten 1'/N
Address 1 Llcens #
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Bullding Plans;(1�)set f Energy Forms;R-O-W Permtt for ew construcUon,
Minimum ten(10)workfng days after submittal date. Required onsite,Constructlon Plans, tormwater Plans w/Silt Fence installed,
Sanitary.FaGlfUes&1 dumpster;Site Work Permit for s�bdivislons/large proJects
COMMERCIAL Attacn(3)complete sets of Bu.ld�ng Plans plus a Life S fety Page;(1)set of Energy FoRns.R-O-W Pertnit for new construction.
- -____, _ _ -:_ Mlnlmum ten(10)working days after submittal da;e.-R�uired c�nsite,ConsGuctfon Plans, tormvirater Plans w/Silt Fence installed,
�— ��� � Sanitary Fa'cilit�es 8�1 dumpste�.-51ta'1fJaricPerrri,�fors���aw pr.;;a1!s:A!I comme!cial requi emerts must meet,compliance - - _
SIGN PERMIT Attach(2)sets of Engineered Plans. � ~ � ~_ - --- -- --�
•'"'PROPERTY SURVEY required for all NEW construcGon.
Directlons:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over 52500,a Notice of Commencement is required. (AIC upgr�des over 57500)
� " Agent(for the contractor)or Power of Attomey(for the owner)would b someone with notarized letter fro ovmer suthorizing same _
OVER THE COUNTER PERMITTING (Front of Appllcatfon Only.)
Reroofs if shingles Sewers Service Upgrades A/C Fences �PIoUSurvey/Footage) �
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Drlveways-Not over Counter if orr public roadways..needs'ROW� . �
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NCITICE OF DEED RESTRICTiONS: he undersigned understands that this permit may be sub)ect to"deed°restrlctlons"
which may be more restrietive than C unty regulatians, Tiie underslgtied assumes cesponsibllity fo�cotnpliance witti any
applicable deed restrEc#lons, ,
UNClCENSED�GONTRACTORS AN CClNTRACTOR RESPONSIBILlTlES: If the awner has hired a contractor or
contractors tQ underEake work, they m y be requlred to be I(censed in accordance with state and`local reguiations. lf the
contractor is not l4censed as cequired by law, bath the owner and confractar may 6e cited for a misdemeanor violation �
under state law. If the�owner or inte ded confractor are uncertain as fa what lieensing reqt�lrements may apply far the
intended work, they are,advised #o co�tact the Pasco County Building inspectlon DivlsEan—Licensing Sectton at 727-8�7-
8009. Furthermore, if the owner ha hired a contractor ar contractors, he is advised to have the conUactor(s) slgn
partians of the "contractor Block" o#t is applicatlon for whlch they will�be responsible. if you, as the owner sign as the
contractor, that may be an indlcat3on hat he Is not prope�ly Ilcensed and is nnt entitied to permitting privileges in Pasco
County. '� �
TRANSPORTATION IMPACTlUTILIT ES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and ecourse Recovery Fees tnay apply to the canstruction af new buildings, change af
use in existing buiidings, or expansio of existing buildings, as specif�ed in Pasco County C}rdinance number 89=07`and
90-07, as amanded. The undersigne also understands, that such fees, as may be due, will be (dentifted at the time of
permitting. 1# is fu�ther understood #h t TransparkatEon {mpact Fees arid Resource Recovery Fees must be pald p'rlor to
receiving a °certiflcate of accupancy" r flnal power release. !f the pro�ect does not (nvolve a certificate of occupancy or
final power release, the fees must b paid prior to permit.issuance. Furthermore, (f Pasco Counfy Water/Sewer Impacf
fees are due,.they must be pald prior t permit(ssuance in accordance�with appiicable Pasco County ordinances.
CONSTRUCTION UEN�LAW(Chapt r 7�i3, Fiorida Statutes, as amended}: If valuatian of wvrk is$2,500A0 ar more, i
certify that i, the applicant, have b en pravided with a copy a# the "Flarfda Cortst�uction Lien Law=klomeowner's
Protection Guide" prepared by the FI rida Depattment of Agricultute and Gonsumer Affalrs. If the applican# is someone
ather than the Nowner�, I ce�klfy that I ave obtained a copy of the above descrlbed document and promise in good faith.to
deliver Et to the°owne�"prlar to comm ncement. � '
CON7RACTOR'SIOWNER'S AFFID VIT: I certffy that all the (nformation in this application is accurate an`d that aiF work
will�be done In campliance with ali a plicable iaws regufating canstruction, zqning and iand develapment. Applicat�an is
hereby made fo obfain a permit to do work and installation as indf,ca#sd. I certlfy that no work or lnstaNation has
cammenced priar to issuance of a p rmit and that ail work wi}i be perfarmed to meet standards of all laws regulating
construation, County and Gity cades zoning regulations, and land develapment �egulations in the jurisdtction. I also
cerkify that I unders#and that the regu ations af otiier government agencies may apply ta the intended work, and'thaf it is
my responsibllfty to identify what actio s 1 must take to be in compl(ance. Such agencles (nclude but are not limited to:
- Department of Enviromm �tal Protectian-Cypress Bayhea�s, Vllefiand Areas and Enviranmentally Sensitive
Lands, Wafer/Wastewate Treatment.
- Sauthwest Florida Wat r Management District-Wells, ; Cypress Bayheads, Wetland Areas, Altering
Watercoctrses.
- Army Carps of Englneers Seawalls, Docks, Navlgable Waterways.
- Depa�tment of Health 8� Rehabilitative_Services/Environmental Health Unit-Welis, Wastewater Treatment,
Septic 1'anks.
- US Environmental�Protec ian Agency-Asbestos abatement.
- Federal Avlafion Authari -Runways.
1 undecstand that•flie faRlawing restrict ans appljr to the use of fill:•
- Use offlll!s not allowed 3 Flood Zone"V°unless expressly;permitted.
- !f the fl!! ma#etlal !s to e used in Flood Zone °A", it I's understoad that a drainage plan addressing a
°oampensating volume" ill be subm(fted af fime of.permifting which is prepared by a professional engineer
Iicensed by#he Stafe of Iorrda.
- If th� fili maferial is to b used in Flood Zone "A" #n connection with a permitted building ttsing stem wail
� canstruction, I cectlfy that fill wili be used oniy#a�!i the area withln the stem wail.
- if �il matsriai Is ta be sed In any area, ! certify that use of such fil! will no# adversely affect a�]acent
proper#les, If use of fill I . found to adversely affect adjacent praperties, the owne� may be c(fed for vialating
the condltions of tlie buf ing permit issued under the attached perm(t applicat(on, far (ots less than one (1)
acre which are elevated y flll, an engineered drainaga pian is required.
ff( am fhe AGENT POR THE OWNE , I promise in good faith fo infarm fhe awner af the per.mitt3ng conditions set iorth tn
this afftdavit prior ta commencing co sfructlon. 1 understanc! that a separate permlt may be requireii for electrical work,
piumbing, slgns, welEs;:p��is, air ca ditiaNng, gas, ar other installa#Io,ns.;�r�t.,sp�cifically IncCuded in the application: A
permit fi'ssued shall be construed to e a license to proceed with klie work°•and not as authorlty to.�violate, cancel, alt�r; or .
set aside any provlsions of the techn cal codes, nor shall issuance of a permit prevent the Bu(Idirig (7fficial from thereafter
requlring a'correction of errors ln pla s, constructlon or v(alations of any oodes. Every permif Issued�sha116ecome invalid
unless the work authorized by such ermit �s commenced within six months of permit Issuance, or if work aufhorized by
the permif is suspended or abandon d for a perfiod Qf six(6) months after the time the work is commenced. An extenslon
may be req�esfed, in writfing, from t e Buiiding t3fficiai far a period not to exceed ninety {9Q) days:and-will demonstrate
' Jusfifiable cause for the ex#ensian. If ork ceases for nlnety{90)consecutive days, th�aob!s cansidered abandoned.
WARNING TO OWNER: YO.UR F ILURE TO RECORD A NOTICE OF COMMENGEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMP.ROVEME TS TO YOUR PROPERTY. 1F YOU 1NTEND TO t7BTA1N FtNANCiNG, Ct?NSULT
WITH YOUR��LE DE, �R�AN ATT R E. .�EF�3. E REC�RDING YO R NOTI E tJF COM ENCEM NT.
� ,_.FLfJRiDA JE�RA7'(F.S.117:03}, u . - - -- -- -- _ __ __ j
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OWNER Qft AGENT�.�'+��� CONTRACTOR. �/J��c...�,. C� ' �"°'�-"—'—'
Subscribsd m#o(or ai�rmedj before e thEs � �Subsc�b�d nd s tn tw��a(or afflrmed)�before me this
i Who is/ re p rso iy known fo me or has/ha produced (Who ts/are rsonally awn to me or has/ttave produeed �
' as identlfica an. as ldendllcaUan.
otary Publlc � Notary Pubitc
�".r'i;'�, JACQU�1.1 BOGES
C Is Z Gom sion N �
,; Ar= �xPires D�c9mber 12,20 4 �ti ��= UELINE BOGES r
'''�i, �q.�� 9ondedThN7royFainmwtance ]019 :*: :k= �Otiltl'IISSIOR ��
Name of ,. Name of Nota 't bec 12,?�,t�� �
' ��j f�1;���� 8ondud 71w Tray Fehi Nsurence 2^t�33:''
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City of Zephyrhills
BUILDING PL REVIEW COMMENTS
� Contractor/Homeowner: �,���
Date Received: Z— � �
Site: � 1��� � , =" ��
Permit Type: /� � l Z ��— S Si�
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Approved w/no comments: Approved w/the b ow comments: ❑ Denied w/the below comments: ❑
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This comment sheet shall �e kept with the permit an or plans.
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Kalvin S 'tze P s Examiner Date Contractor and/or Homeowner
(Required when comments are present)
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02-26-21-0180-00000-0560 � Pasco County Pro�eriy Appraiser Page 1 of 2
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Mike Wells Pascoj County Property Appraiser
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Data Current as Of: �eekly Archive- Saturday, November 29, 2014
Parcel ID 02-26-21-0180-00000-0560 (Card: 001 of 001)
Classification O1 - Single Family
Mailing Address Property Value
JONTRA]AY Ag Land $0
6105 17TH ST Land
ZEPHYRHILLS FL 33542-2694 $18,348
Physical Address Building $47,332
6105 17TH ST Extra Features $8,149
ZEPHYRHILLS FL 33542-2693
Le4al Description (First 4 Lines) ]ust Value $73,829
See Plat for this Subdivision Assessed (Non-School Amendment 1) $73 829
PARK HILL SUB UNIT i Homestead 196.031 - $25,000
PB 14 PG 70 LOT 56 Non-School Additional Homestead Exemption - $23,829
OR 8941 PG 3232
7urisdiction
Citv of Zeqhvrhills
� Non-School Taxable Value $25,000
School District Taxable Value $48,829
Land De ail (Card: 001 of 001)
- - � -�r---- -- --.. __-__._.__.-____�_------------r---------"r'----.._.�---------'--___ .T�--_,.--- --
Line ' Use Descriptionj Zoning ;Y Units _� Type ! Price ;Condition� Value
---_ .-----�----____..- ,
_ _ 1 � 0100 SFR _` ' OOR2 __ I 8,500.00 �__ SF _;____$2.05__;__ 1.00 � $17,425 _
2 { 0100 � SFR � OOR2 � 4 013.00 � SF i $ � �-- '- $
, , , 0.23 1.00 ; 923
Additional Land Information
--______-- ----.�.--.---- -----_....---------- --,-------
- � -�------ -r------- ---__-- -r------------
Acres I 0.29 � Tax Area 30ZH j �ode f -- �Residential Code; PAHILPI
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Buildina Information - Use 0 - Single Family Residential (Card: 001 of 001)
Year Built 1979 Stories 1.0
Exterior Wall 1 Concrete Block Stucco Exterior Wall 2 None
Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle
Interior Wall 1 Drywall Interior Wall 2 None
Flooring 1 Cork or Vinyl Tile Flooring 2 Carpet
Fuel Electric Heat Forced Air - Ducted
A/C Central Baths 2.0
Line I, Description_ �j__ _ ,Sq. Feet ; Repl. Cost New
__ _ ___—_ - ---- -- - ----- - --------
� f :
1 ___ ------ s- ---- - BAS----- �--- -�_---- ______.._1,092 .---_____' $51,106___.___---
-- - ------- - �----_----
2 I FOP ------�---------192 ------ --;------- $2,246____.:
------- ----.-.___._- -------�------------_ � �
3 , FGR ; 308 i
------ -------- -----�------- ------------,-----------------------�5,756
4 � FST ; 84 $1,966
Extra Fea#ures (Card: 001 of 001) ____ �
-- ----------- --
---- - - --- ----- ---
Line �-------,--.------;---------- t--- . ;
Description � Year i '
1 I DWC , ,��.------- ---�--- -Units----±-- ----Value —--
- - ------------____�_..___ ___----------- ---- -----1979 --�---�--------- 350.-----;--------�361_. ��.
�
2 i DCFENCE ' 1984 � 600
---._�_.____.w___---_ .__.____.� .____.------.--_..._._._._..__.____l..____ _._ � ; $224
...__- -- __---�- -__-----------_-- -��- - ----_�__ ____,.._.
3 � SCRN-AF � 1995 � 1232 j $1,109
- -' -- ----_ ,
- - -___--- --- �_
-------- ____--- __ ------------ ----- ----- ____ - -- - -,---
4 � POOL-6 j 1995 i 288 - - - --$3,629 -- --� -
--- ----- .__----- --- -----— -_------------ - ;------ --- —'____�--�----- -----
5 � COOL DK ; 1995 �^ ^ 352 ! $1,007
-- ----------- -----
- ----_---- - ------ _--------__ _ -----
6 ( DWC I 1998 1, 480 ---.._-- - -----.�.--..__---
-- - -- -- - --- - - -- - ,--- __ ___----- --- ----- ---- . _ j_ ... _ _ $871- --
7 ; UDU-M � j 2000 � 100 � $948
Sales Hi§torv - See All 6 sales
Previous Owner: WALSH MARY ETTA
------- _-- __ -_------ - - - __ - ------- - - - -----__--
-, -- - --;- DOR ,
Month/Year i Book/Page � Type ; Code �Condition{ Amount
- ----_._ _ ____ -- '-- -- ---_
_ ---- --- -- --- ; -__. -------- --- ;.__- --- -- i-. ...____-- ----
� --- - --
09/2013 � 8941 / 3232 'WDeedty� 01 �Improved j $89,000
- - - _ _._.__------- . _._.._ ._�_._._. _ _ --- --- - --- _-` --_ ___.__.�.._---- -- -. i�._------._?_. .__ _.__�- ---_._. _.--
11/2011 j 8631 / 3889 ; 12 E Improved; $132,900
http://appraiser.pascogov.com/search/parcel.a�px?parce1=2126020180000000560 12/3/2014
�� STORE COPY o
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iNSTALLATION SERVlCES CUSTOMER CONTRACT-MWORK-INT/EXT/PATfO DOOR �
LOWE'S OF ZEPHYRHILLS, FL, STORE# Y854 STORE PHONE:(813)838-9000 �
� 921 GALL BOULEVAFiD SALESPERSON: ROBERT FATZlNGER �
ZEPHYRHILLS, FL 33541 SALESPERSON ID: 1430167 ►�
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Document Print Date: i 1/05/2014 ".
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This is only a Quote for the merchandise and services printed below This becomes an agreement upon payment and issuance of a Lowe's receipt, upon which the entire agree- ,
ment, including the specificalJy completed pages of this document, the Terms and Conditions incfuded with this document, the applicable portion(s) of Lowe's receipt, and any
other addenda or attachments hereto,shall be referred to herein as this"Contract."
PLEASE READ TNIS ENTIRE DOCUMENT. INCLUDING THE"TERMS AND CONDITlONS," BEFORE SIGNING
Lowe's Registration or Contractor License Number/Lowe's Contractor dVame
Florida Contractor License Number CGC1508417
Customer Name Home Phone
S JAY JONTRA 873-779-3�1�
� Customer Address cn
Other Phone
6105 17TH ST. �
�- City State/Province Zip/Postal Code `+
„p ZEPHYRHILLS � FL 33542 v�,
Installation Address p�
�- 6105 �7TH ST. —W--
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• lnstallation City Installation State/Province Installation Zip/Postal Code W
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ZEPHYRHIL.LS FL 33542 `o
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�UIERCHANDlSE AND lNSTAL.LATION SUMMARY �
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MERCHANDISE SUMMARY
39652 : PRODUCTCODE : SOS : SOS RB COMMODfTY STEEL- DORFAB TC : ENTf�Y/EXTERIOR SINGLE UNIT, 6 PANEL*""15%OFF RETAIL ON ALL
RELIABfLT SPECIAL ORDER ENTRY DOORS FROM 10/29/14 THROUGH 11/12/14`** : DOOR FABRICATION SERVICES INC -QTY 1
22238 : STK : PFJ CASE 327 2-1/41NX11/161NX7FT . PFJ CASE 327 2-1/41NX11/i 61NX7FT-QTY 6
98458 : 07526 : STK : RML 8-FT WHITE PVC BRICK MOULDING : RML 8-FT WHITE PVC BRICK MOULDING : EAST COAST M]LLWORK DISTRIBUTI -
QTY 3
209626 : 02018 : STK : PVC LATTICE 8-FT: PVC LATTICE 8-FT : EAST COAST MILLWORK DISTRIBU71 - QTY 3
314407 - OGL10408-AG : STK � 1X4X8 TREATED APPEARANCE GRADE : 1X4X8 TREATED APPEARANCE GRADE : SUNBELT FOREST PRODUCTS-
QTY 3 �
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Store 1854 Project No 425453099 for JAY JONTRA Page � of 7
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185148 : 60SBHBLDWTRLER : SOS : SOS RB PAINTED COMM STEEL PATIO : "'15%OFF SPECIAL ORDER WINDOWS AND DOORS FROM 10/29/2014 -�
- 11/12/2014'*`DOOR UN1T RETRO FRENCH PATIO .JELD-WEN,MILLWORK MASTERS-KNOX - QTY 1 �
Materials Price $ 1330.83 rn
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INSTALLATION DESCRIPTION �
StocEc or SOS : SOS Door Type: Patio
Select�.ocation : Back Door Select New Door . Hinged/French
Number of Doors to Install : 1 Side Lights or Transoms : No
Hidden Damage Description : None Number oi additional holes bored for accessories . None
Instali Specialized Mortise Hardware : No Lead Safe Practices : No
Stock or SOS : Stock Door Type : Exterior
Select Location : Side Door Select New Door: Single Pre-hung
Number of Doors to Install � 1 Side Lights or Transoms : No
Hardwood (Mahogany or Oak) Door: No Hidden Damage Description : None �
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- Number of additional holes bored for accessories : None Install Specialized Mortise Hardware : No �
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lnstall Storm Door: No Lead Safe Practices : No '�
Tntal Linear Feet of Custom Trim to be Installed : 0 Deliver poor: No v~,
Customer Understands Scope of the Project : Yes Permit Required : Yes o�
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Who WiII Obfain Permit : Third f'arty Permit Fee :Yes —w
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" Additional Miles Traveled over 2d:0 Bring Up To Code Description : None �'''
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Locai Disposal Fee : Yes Describe Other Work Needed : Frame in opening and cut back tile o
, Other Work Charge:Yes Comments : No Comment °�
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Labor Charges $ 1051.00
De#ail Deduction -$ 35.00
Additional Specifications:
Notation: Lowe's wilf not make structural modifications, paint or stain or remove/reinstall security system equipment. Customer is responsible to acivise if prop-
erty is governed by Historic District Regulations.
Additoonal Specifications: Federal law requires Lowe`s to provide you with the pamphlet Renovate Right: Important Lead Hazard lnformation for Familes,
Child Care Providers and Schools. By signing this Contract, Customer acknowledges having received a copy of this pamphlet before work began informing
Customer of the potential risk of the lead hazard exposure from renovation activity to be performed in Customer's dwelling unit. �
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Store 1854 Project No. 425453099 for JAY JONTRA Page 2 of 7
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pHOTO RELEASE: Customer grants to Lowe's and Lowe's emplayees and independent contractors the right to take photograghs of the Premises where In- � ,
staliation Services will be performed and all work performed at the Premises related to this Contract, and irrevacably grants to Lawe's all right, title, interest in �'
and to the photographs for use in ail markets and media, worldwide, in perpetuity. Custamsr author'izes Lawe's to capyrighf, use and publssh fhe phatographs in o
print and/or electronically, and agrees that Lowe's may use such photographs for any lawful purpase, including, but nat limited to, marketing, advertising, publi- °'
city, illustration, training and Web content. By initialing here, Custarner agrees ta the faregoing_ [Customer to initia!to the left�. �
NOTICE TO CUSTO�11fER - PRICE CAL.CULATIONS: In arder to properly per�orm the installation of certain Goods, the Contract Price may include more ".
Goods than actualiy will be insfalled based on the measured square footage of the Project Area. As a resuft,the parties agree that the lump-sum Price stated in �
this Con#ra�t is caiculated upon both tY�s value of fhe estimated Goocis required ta fulfill the Cantract {including waste), which may exceed fhe actual square
foatage of the Project Area, and the (abor which may be estimated based on the amaunt of Goods required io fulfill the contract {including waste). By signing
this Gontract below, Customer acknawledges receipt of this notice ar�d agrees and undersiands that the Price incJudes these casts which may not be refunded
once the lnstalEation Services are performed..
NQTlCE OF Af�BlTRATlON AGREEMEN7
l'his Cantract provides that aEl claims by Custamer or Lowe`s wiN be reso{ved by BiND(NG AFiB3TRATION. Customer and Lowe's GiVE UP THE RIGHT TQ GO
TO COURT ta enforce this Gontract (EXCEPT for matters that may be taken to SMALL CLAIMS COURT). Lowe's and Custorner's rights wili be determined by
a�IEIITRAL A}�BITRATQR and NQT a judge or jury. Lauve`s and Gustamer are entifled to a FAIFi NEAFiING. But#he arbitration procedures are SIMf'��Fi AND
MORE LINiiTED THAN RULES APPLlCABLE (N COURT Arbitrator decisions are as enforceable as any court order and are subject to VERY LIMITED RE-
VIEW BY A COURT. �OFi MORE DETAILS: Review the section titfed ARBITRATION AGR�EMENT, WAIVER OF Jl1RY TRiAL AND WAIVER C?F CLASS AC-
TIQN AQ,}UD�CRTIC�N found in the Terms antf Conditiorts of this Contract.
��
0
. �
�
TaO�A� C3�ARGES OF ,�ILL �11�IE�CHAI�DISE A�� SERVIC�S `�
'where applicabie �
�
� SUB-TQTAL. $2348.8 �
�____ `�F�X ��O.D —w—
�}E!.lVEFiY $ 0.4 w
- m
OFtDER TOTAL $2346.8 0
SALANCE DU� �
' v
v
Work is to comrnence upan reasonable avai(abli#y of Contractor which is anticipeted#o be li-3��h �� 3�U��.� (fili in date].
Estimated completion date is t„3,-�-� �,�1� ���,__T�([fill in datej.
NQT(CE TO G[�STONIER
All items listed in this contract and specification sheet(s} are to be installed under conditions agreed upon at time of purchase and at the �rice appearing
on t}�is confract forrr}. This assumes sound existing subs#rucfures, supersiructure and points of attachmenFs. Extra labor or material incident t4 instaElation
necessitated by defective substructures, superstructure, points of at#achment, ar the moving af fixtures or appliances to be billed at extra cosi to custom-
er. DO NOT SIGN THIS CONTRACT UN1'IL COMP�ETE AND YOU HAVE READ THE TERMS AND CONDfTIONS OF THIS CQN7RACT. 8Y SIGNING �
BEt�OtN, YOU AR� ACKRIOWLEDGIN� THAT Yfltl HAVE READ, UNDERSTAND AND AGftEE TO THE TERMS AND Cfl1�IDITIONS S�T FORTH ON
THIS CONTRACT. YUU ARE ENl'ITLED TO A COPY OF TMIS CONTRACT AT THE TIME OF SIGNATURE. �
�
a
Store 1854 Project No. 425453Q99 for JAY JC?NTRA Page 3 of 7
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I�lorida Building Gode Online . • Page 1 of 3
/--� .
/�{, d a°�product Approval
e'. sp•p+�USER PubliC USCr
`.�.J./
ProAuc(.�p�o_va/Menu>Product orAOolica�n Search>ApAli[d_{lon Lis[>Applrca[! n Detall
�r. u f'L�90 -RS
/lppfication 'T'ype Revisi n
Code Version 7_0.10
�pplication SPatus Appro ed
*Appr ved by DBPR. Approvals by DBPR shall be reviewed and ratified by the
POC a d/or�the Commission if necessary.
Comments
�rchived .�
Product Manufacturer Maso ite International
�ddress/Phone/f_�mail 1955 owis Road
We.st :hicago, IL 60185
(61S)441-4258
sschr iber@masonite.com
�uthorized Signature Steve Schreiber
ssr.hr iber@masonite.com
7'echnical RepresenL'ative
�ddr�ss/Phone/f.�mail
Quality�ssurance RepresentaCive
Address/Phone/F.mail
Category Exter or poors
Subcategory Swin ing Exterior poor Assemblies
Compliance Method Certi catron Mark or Listing
Certification Agency Natio al Accredltation&Management Institute
Validated Hy Natio a!Accreditation&Management Institute,
R�ferenced Standard and Year(of Standard) Sta dard Year
7AS .01 1994
T'AS _O7_ 1994
'1'AS .03 1994
l quivalence of Product.Standards
Certrfied f3y
I
i
Producl/lpproval Method Meth d 1 Option Fl
nate Submitt'ed 10/1�/2011
fJate Validated 0.?/1$/7012
Da(e Pending i73C./Ipprova!
Date�pproved 03/7_ /20i2
�. _.._.._.. ---.. .. .._. ..___. .___. _. .._._.. -----.. _.
Summary of Products__ __ �
http://www.floridabuildii�g.org/pr/pr__app_dtl.asl�?param=wGEVXQwtDqteluIwHNbblSc... 7/25/2014
, �
Florida Building Code Online � • Page 2 of 3
FL# Mpdel Number or Name Descr� tion
— --— -�-- ---
c=_=_=_z_-i-��, - ---------�r=� - — _ .�
:4904..t �rWood-edge Steel Side••f-linged Door —16'-8"Opaque 1/5 and O/S Single Door
IlJnits -------- I
;Limits of Use � Certification Agency Certificate
i Approved for use in NVHZ: Yes FL4904 RS C CAC NI0061i0.01.pdf
I Approved for use outside HVNZ: Yes Quality Assurance Contract Expiration Date
' Impacf Resistant: Yes 12/31/2014
Design Pressure: ���76.0/-76,0 Installation InstrucYions
Other:Evaluated for use in locations adhering to the Florida FL4904 RS II FL0128.odf
;f3uildin,q Code includrng the I-ligh Velocity Nurricane Zone, and Verified By. National Accreditation&Management Institute
where p�essure requirements as determined by ASCF 7, Minim m Created by Independent Thrrd Party:
lJesign Loads for Buildings and Other Structures, does not exce d Evaluation Reports
the design pressures listed. 3'-0"x 6'-8"max nominal size. Wh n FL4904 RS_AE_504A,pdf
!larqe missile impact resistance is required, hurrir.ane proter.tive Created by Independen(�Thrrd Party Yes
system is NOT required See DWG-MA•�FL0128-OS for details.
- 4904 7_ �Wood-edge Steel Side-hlinged Door 8'-0"Opaque I/5 and O/S Single Door �
iln�ts
;Limits of Use Certification Agency Certificate
Approved for use in HVNZ: Yes FL4904 RS C CAC NI006110.02,pdf
Approved for use oufside NVH.Z: Yes Quality Assurance Contract Expiration Dafe
Impact Resistant: Yes 12/31/2019
Design Pressure: �i�70.0/ 70.0 Installafion Instructions
Ofher:f.=va/uaCed for use in locations adhering to the�lorida FI_4904 RS II FL017_9�df
f3urldinq Code rncluding the hligh Velocity Hurrrcane Zone, and Verifred 8y• Nationall�ccredrtatron&Management Institute
where pressure requirFments as dete�mined by�SCI=7, Minim m Created by Independent Thrrd Party:
;I)esign l.oads for Buildinqs and Other Structurr:s, does not exr.� d Evaluation Reports
:Che design pressures listed. 3'•0"x 8'-0"max nominal size. Wh n FL4904 RS AF_ S03A.odf
large missrle impact resrstance rs required, hurrrr.ane proter.tiv Created by Independent Third Party• Yes
'sysCem is NO'T required. See DWG-•MA FL0129••OS tor details.
4904.3 �Wood-edge Steel Srde-Hinged Door 6'-8"Opaque 1/S and O/S Doo�w/or w/o SideliC�es
Units
Limifs of Use Certification Agency Certificate
! Approved for use in HVHZ: Yes FL4904 RS C,CAC N7006110,Oi.,pdf !
; Approved for use outside NVNZ: Yes Quality Assurance Contract Expirafion Date
� Impact Resistant: Yes 12/31/2014
i Design Pressure: •I�SS.O/55.0 Installation Instructions
Other: Evaluated for use in locations adhering (o Che Florida FL4904 RS II_FL0128_pdf
t3uilding Code includrng the/-ligh Ve/oci.ty Hurricane Zone, and Verifred By: Nationa%Accreditation &Management Institute
where pressure requirements as determined by FlSCF. 7, Minim m Created by Independent Third Party•
;f)c�siqn Loads for Buildinqs and Other St�uctures, does not exr. ed Evaluation Reports
;the design pressures/isted. .Z'l.'-0"x 6'•8"max nomina/size. en FL4904 RS AF 502A.�df
;large missile impact resistance is required, hurricane protectiv Created by Independent Third Party. Yes
system is NOT required on opaque panels, but is required on g azed
�panels. See UWG-MA��FL0128-OS for details.
I4904 4 ��oi d-edge Stee!Side-�hlinged Doo 8'-0"Opaque I/S Door w/or w/o Sidelites
�-- ---- .----
'Limifs of Use Certification Agency Ce�tificate
Approved for use in NVHZ: Yes FL4904 RS C CFlC NI006110.02pdf ;
Approved for use outside HVHZ: Yes Qua%rty Assurance Con[ract Expiration Dafe
Impacf Resistanf: Yes 12/31/2014
Design Pressure: �i��FS 0/-50.0 Installation Instructions
;i Other:F_valuated for use in locations adhering to the Florida FL49Q4 R5 II FL0129:,p.df
f3uildrng Code includrng the Nigh Velocrty Hurricane Znne, and Verified By: National Accreditation&Management Instrtute
�whe.re pressure requirements as determined by ASC.F 7, Minim im Created by Independent Third Party•
Design Loads for Buildinqs and Other S[ructures, does not exc ed Evaluation Reports
�the design pressures listed. 12'-0"x 8'-0"max nomrnal size. b hen FL4904 RS AE SOIA.pdf
;la�ge missrle rmpact resistance is requrred, hurrir,ane protectiv� Created by Independent Third Party: Yes
;system is NO7 required on opaque panels, bui is required on g azed
;p�nPls. See DWG-MA-FL0129-OS for details.
4904 5 �Wood-edge Steel Side-Hinged Doo 8'-0"Opaque O/5 w/or w/o Sidelites
Units
:Limits of Use Cerfification Agency Certificate
Approved for use in NVHZ: Yes FL4904_R5 C C/�C NI0061.10:02,pdf ;
Approved for use outside NVHZ: Yes Quality Assurance Contract Fxpiration Date
Impact Resistant: Yes 12/31/2014
; Design Pressure; �i•50.0/-45.0 Instal/ation Instructions
Other:hvaluated for usr: in locations adhering to t�he Florida FL4904 RS II FL0129.pdf
13uilding Code including the High Ve/ocity Nurrrcane Zone, and Verified By: National Accreditation &Management Institute
where pressure requirements as dPtermined by ASC["7, Mini um C�eated by Independent Thi�d Party:
(Jesiqn Loads for Buildinqs and Other Sfructu�es, does not exr.�ed Evaluation Reports
the design pressures listed .i.7.'-0"x 8'�0"max nominal size. hen FL4904 RS AE SOIA.�f
:larqe mrssile impact resistance rs required, hurrir.ane protectiv� Created by Independent Third Pa�ty: Yes
system is NOT required on opaque panels, but is required on y�lazed
;p�nels_ See UWG-MA-FL.017_9-0.5 for details.______ _ __
I http://vvww.floridabuilding.org/pr/pr_app_dtl.as��x?param=wGEVXQwtDqteluIwHNbblSc... 7/25/2014
J
I�lorida Building Code Online � • Page 3 of 3
'
r4904 6 -- -�Wn�d-edge Steel Side-hlinged Door 6'-8"Glazed I/5 and O/S Door w/or w/o Sidelites �
�
Limits of Use Certrficafion Agency Certificate
Approved for use in HVNZ: Yes FL4904 RS C CAC NI006110.03.pdf
; Approved for use outsrde NVHZ: Yes Qualify Assurance Cont�act Expiration Dafe
i Impact Resistant:No 12/31/2014
; Design Pressure: •t�50.5/-50.5 Installation Insfructions
; Other:Evaluated for use in locations adhering to the Florida FL4904 RS II FL0130.odf
;euildrng Code including the Nrgh Velocity F�urricane Zone, and Verified ey. National Accreditation &Management Institute
where pressure requirements as determined by ASCE 7, Minim m Created by Independent Third Party•
i Design Loads for Burldinqs and Other Structures, does not exce d Evaluation Reports
the design pressures listed. 12'-0"x 6'�8"max nominal size. W en FL4904 RS AE 502A.odf
!large missile impact resrstance rs reyuired, hurricane protective Created by Independent Third ParCy Yes
system is required. See DWG-MA-FL0130��05 for details.
I4904�7—�(WoL d-edge Steel Side-hlinged Door 8'-0"Glazed I/S Door w/or w/o Sidelites
L
Limits of Use Certification Agency Certificate
Approved for use in HVNZ: Yes FL4904 RS_C CFl.0 NI006110,04..pdf '
Approved for use outside HVHZ: Yes Quali[y Assurance Contract Expiration Date
Impact Resistant:No 12/31/2014
Design Pressu�e: •t•40.0/-45.0 Installation Instructions
; Other:Evaluated for use in locations adhering Co the Florida FL4904 RS II FL0131.pdf
E3uilding Code including the Nigh Velocity Hurricane 7_one, and Verrfied By. lVational Accreditatron &Management Institute
where pressure requirements as determined by ASCF 7, Minim m Created by Independent Third Party:
Design 1_oads for Buildings and Other StructurPS, does not exce d Evaluation Reports
;the design pressures Irsted. 17_'-0"x 8'-0"max nominal size. W en FL4904 RS AE SOSA.pdf
larqe missile impact resistance is required, hurricane protectiv C�eated by Independent Third Party: Yes
;system is requrred. See UWG-MA-�L0131-0.5 for details.
�4904.8 Wood-edge Steel Side-Ninged Door 8'-0"Glazed O/S Door w/or w/o Sidelites
Units __
Limits of Use � Certification Agency Certificate
Approved for use in HVNZ: Yes FL4904 R5 C CAC NI006110.04.pdf
' Approved for use outside NVHZ: Yes Quality Assurance Contract Expiration DaYe
' Impact Resistanl:No 12/31/2014
Design Pressure: +45.0/-40.0 Installation Instructions
Other:Fvaluated for use rn locations adhering to the Florida FL4904 RS II FL0131,�df
;Nuildinq Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Instrtute
where pressure requirements as determrned by�1SCE 7, Minim m Created by Independent Thi�d Party:
Design Loads for Buildrngs and Other Structures, does not exc ed Evaluation Reports
the design pressures listed 12'-0"x 8'•0"max nomrnal size. en FL4904 RS AE SOIA,pdf
large missile impact resistance rs reyuired, hurricane proter.tiv Created by Independent Third Party: Yes
system is required See DWG-MA-FL0.131-OS for details.
http://www.floridabuilding.org/pr/pr app dtl.a px?param=wGEVXQwtDqteluIwHNbblSc... 7/25/2014
__�_________ - -_ __-___'__ --_'________'_ ___"___' - ___"-T _.".'"__�
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SIDc-HlNGED WOOD-�CGE STcEL DOOR UNlT 2 t"' n<ax. 1
� 36.375'� MP.X. 1
-D.L.O - PA,NEL bVdDTu- 37 5" ��4AN I Q Q� I
6'-8"DO'JS�E DOOR V✓ITH/WITHOUT SIDELITES FRaM� V✓IDTH z � .�
W/A5TRFGP.L I O - i
t= �
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�yN�F/�!, NOTES � � � � w Q
i
I c/ALUATED FOR USE IN tGCATi0N5 ADHERING TO z =�U
THE FLORICA BUILDING CODE AND 'JdHERE PRESSURE -
REOU�REMEhTS .45 DEfERNINED BY ASCE 7 A��NI61UM � W !n L
DES7GN LOAJ; F03 BUI!DiNGS AND OT1ER STRUC7URE5. ^ �; o �' lf')U
DOES NOT EXCEED THE OESIGN PRESSURES LISTED � I " 1 ry Z v�
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2. HURRICANE PROTECiIVE SYSTEM {SHUTT=RS) 15 NOT P.EOUIREC ON � � ' � (n
01'P.GUF PANtl.S, dUI IS REOUIRED ON GIALEU SICEI.I�ES. ^ �� �I U � Lil
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3. IN THE Hv.�Z, F�.CTORY PRIMED DOORS MUST 8E PA;NTED IN = : -� Q I I 2
1CCOROANCE \61TH SECTION 2220 OF TIiE FBC. r-�v -
� � �� E �
4 FOIYURETHANE CORE �L.l�ME SPREAD INDEX OF 50 ��
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!=S1 UESCI?IPTIUN U�SIGNA(IUN k?ESULT � � 4 0�j o`
SELF ICNITICN TEMF ASTM D1929 740 'F > 650 'F 2 n�W -=�
RATE OF BURNING ASTM D635 0.77 IPJ/MIN _ _ ____ ____ �;o�`�+ m�K
SMGKE DENSItt ASTM D2843 13.s% �w o �"-'W
TE�9l[ STRENGTH^ ASTM D638 7.50% DIFF � o m i vi�-`'�=
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450U HOV!i5 %ENON ARC t�ETH00 1 � � �:�
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�n:n�!n�rn.L
Ad�ndmtoNAMi `s�i��310
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WITH SIDELI7E NlIT4 SICEUTc w o U m�
WHERE WATER INFILTRATION PERFORtitANCE IS
- DESIGN PRESSURE RA"I�G REQUIRED TO BE 75% OF DESIGN PRESSURE nnre 7�7;/OS
TABLE OF CON7ENT5 CONFIG � MAX WIUI'li IP:S'P/ING OU75�1'ING INSWING OUTSWINC __ ,/,,,� //-� sa�E: ti.�S.
SHEET f( OESCr'.iPTiOtv x 37.5' +?6.0 -7E.G t76.0 -'6.0 �i�79.0 -t9.0 r55.0 / -55.0 �-a ��� �J�
X% 74 +55.0 -SS.G +55.0 -55.0 +19.0 -19.0 +5�.0 -SSA owc.9r: $N�
1 TYpiCnL EI.EVATIONS & GENERAL NOTES OX or XO 75 I+SS.0 -SS.Q +55.0 -55.0 +19.0 -19.0 +55.0 / -55.0 �HK ey,
2 ANCHORINC LOCAT�0�5 & �ETAILS OXO tl?..S' +SS.0 -55.G +55.0 -55.0 +1y.0 -1�.0 +55.0 -55.0
3 ANCHORiNC LOCATIO�S & DETAILS _J ---------- --�-� - --� �---� KUR7 BALiHAZOR DMWING No.
- OXXO t99' +SSC / -55.0 +SS.Q -55.0 +14.0 ��-14.0 +55.0 -55.0 FLORIDA ?.c. DWG-bW-FC0�28-05:
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�XT RF IfR •' •. INTCRI07 DRl.WING N0.
IPJSW���� THRESHOLD OUT54VIfVG -HRESHOLD oY+c-�+.n-r�ciza-os
L - TYPIC,4L CLAZlNG DcTAIL
sN�r 2 0� 3
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ATT�(`I-IA;FNT I�FTAI I s s 3 m
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1 P.NCHOR ANALYSIS FOR LOADING COND1-10NS PREPARED, � � �
SIGN�D AND SEALED BY LU!5 R. LCMAS, PE ° �'
�- z,
(FLORIDA �62514) W!TH THE L04VEST {LEAST; � � �i
FASTENER RATING FROM THE DIFrER[NT FAST�N�RS , �w w
3
BEING CONSIDEP,ED FUR USE. JAM6, H�AC, AND � glo�i� �
THftESHOLD F4STENERS ANALYZED FOR THIS UNIT INCLUD- ���^u��, c
�10 WOOD SCREWS OR 3/16" TA°CONS. A FHYSICAL -� �i,; cn
SHI�f MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR HARDWARE SCHEDI,�LE aN��, �
LOCATION TAPCON EDGE DISTANCE MIN 2-1/2" 1 KINIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o�°T �
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLEC
2 MULLIONS TO BE 2-7/2" X 4-3/0" STRUCTURAL GRADF �o�
FJ PINE ON CONTINUOUS H[AQ AND SIL� UNITj. BACK TO AT j-1%2'� CENTERLINE. -_o o w
BACK JAMB UNITS JOINED VJiTH 1" X 1/2" LO�G 2. 4" X 4" FULL MORTISE BUTT HINGES �N�N QQ
CORRUGATED FAS?ENEP.S LOCATED 3" FROM EACH END m�N�
�ND MAXIMUM 7" 0 C OR ,��,'70 X 2" FL,4T HEAD 4VOOD .___
---1�- ..
SCREWS LOCATED 6" FROM EACH END AND MAXIMuM ' • -7
12" 0 C t.so"— t.z5" . ' woc�mo
3 THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COIv1E FROM M'N i -MAX �'IN { e "Mnx
ANSI/AF&PP, NDA FOR SOUTHERN PINF LUMBER AND ACHEIVEMFNT SHIM SHIM DATE: ]/�j/OS
OF 7-1/2" A41N!UUtit EMBEDMENT THE TAPCON MUST ACHIEVE c�-I I- _:u.; ��-I I- _: A��D°10N�� s:�: rv.T.S.
MifdIMUM EMBEDMENT OF 1--1�4" - =�" Ce;ificau�nti�._�r�.-•e,,trc._;�'y owc er: �y,�g i
4 W00� BUCKS 6Y O�fI tERS ��4UST BE ANCHORED PROPERLY ?0 Pe��aX�6l -'� CHK.3Y:
� �T„� Dale P.oriew : a/�,J = o.sn�nac r;o.
TRANSFER LO%DS T� _: �JCTUR=. •
5 MIN!MUM DESIGfJ VALUc STRENGTH OF .ANCHOP,S 171 LBS T"PICAL N/00D BUCK TYPICAL MASONRY owc-ua-F�oi2a-cs
ANCHOR INSTALLf1TI0N ANCF'OR INSTALLATION
SMEET ,) Cf ,3
' Florida Building Code Online � • Page 1 of 2
� '
� µ :xy�Product Approval
�� � USER:Public User
9�.
Product Aoorova!Menu>Product orAnolicaflon Search>ADOlicafion Lisf>Applica[on Deta!l '�
FL # FL12�p9-R2
, Application Type Rev�s� n
Code Version 2010
Application Status Appro ed
*App oved by OBPR. App�ovals by DBPR shall be reviewed and ratified by the
POC nd/or the Commission if necessary.
Comments
Archived ,._'.
Product Manufacturer JELD-WEN
Address/Phone/Finail 3737 Lakeport Blvd
Klam th falls, OR 97601
(800)�535-3936
fbc@�eld-wen.com
Authorized Srgnature Gary� ol/inson
, fbc@ eld-wen.com
Technica!Representative JELD WEN Corporate Customer Servrce
Address/Phone/Email 3737 Lakeport Blvd.
Klam th Falls, OR 97601
(800 535-3936
custo erserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Exte ior poors
Subcategory Swin ing Exterior poor Assemblies
Compliance Method Certr ication Mark or Listing
Certification Agency Nati nal Accreditation&Management Institute
Validated By Nati na!Accreditation&Management Institute,
Referenced Standard and Year(of Standard) Standard Year
AST -E330 2002
AST�1-E331 2000
TAS�202 1994
Equivalence of Product Standards
Certified By
Product Approva!Method Met�od 1 Option A
Date Submitted 09/ 3/2012
Date Validated 09/ 0/2012
Date Pending FBC Approva!
Date Approved 10/�4/2012
�
�
http;//www,floridabuilding.org/pr/pr_app_dtl.a�px?param=wGEVXQwtDqvG4Aty8UaHdN,.. 7/8l2014
Florida Building Code Online • • Page 2 of 2
: __ _..._...._.._.. _. _.. __.. ---. __.__._..._..__. --.. _.. ..-----._.. ---.. _..__.._ .._.
;Summary of Products
�FL# Model, Number or Name Description
�12509.1 Gladrator/Finishield 12'-0"x 6'-8", Glazed, Steel, Wood Edge, Inswing Door System
with and without Sidelites
j Limits of Use Certificatron Agency Certificate
i Approved for use in HVNZ: Yes FL12509 R2 C CAC N7009861-R2.pdf
� Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
� Impact Resistanf:No 10/31/2016
� Design Pressure: +45/-95 Installation Instructions
' Other:Product Can Be Insta/led In The X, OX/XO, OXO, XX, FL12509 R2 II JW192008.pdf
i OXX/XXO, and OXXO Configurations Per Instal/ation Instruction Verified By: Hermes F. Norero, PE FL PE#73778
Created by Independent Third Party: Yes
Evaluation Reports
' FL12509 R2 AE_PER2166 SS.pdf
� Created by Independent Third Party; Yes
�12509.2 Gladiator/Finishield 12'-0"x 6'-8", Glazed, Steel, Wood Edge, Inswing Door System
with and without Sidelrtes
!Limits of Use Certification Agency Certificate
! Approved for use in HVHZ: Yes FL12509 R2 C CAC NI009861-R2.pdf
; Approved for use outside HVHZ: Yes QualityAssurance Contract Expiration Date
� Impact Resistant:No i0/3i/2016
� Design Pressure: +55/-55 Installarion Insfructions
� Other:Product Can 8e Installed In The X, OX/XO, OXO,XX, FL12509 R2 II JW292008.pdf
i OXX/XXO, and OXXO Conflgurations Per Installation Instructions; Verified By: Hermes F. Norero, PE FL PE#73778
:and Must ee Instalfed With Surface Bolts. Created by Independent Third Party: Yes
; Evaluation Reports
FL12509 R2 AE PER2166 SS.pdf
j Created by Independent Third Party: Yes
;
;12509.3 Gladiator/Finishield 12'-0"x 6'-8'; Glazed, Steel, Wood Edge, Outswrng Door System
i with and without Sidelites
;Limits of Use Certification Agency CerfificaYe
� Approved for use in HVHZ: Yes FL12509 R2 C CAC NI009861-R2.pdf
� Approved for use outside HVHZ: Yes Quality Assurance Contract Expirafion Date
� Impact Resistant:No 10/31/2016
; Design Pressure: +45/-45 Installation Instructions
` Other:Product Can Be Installed In The X, OX/XO, OXO, XX, FL12509 R2 II JWIZ2008.pdf
�OXX/XXO, and OXXO Configurations Per Installation Instructio s Ve�ified ey: Hermes F. Norero, PE FL PE#73778
Created by Independent Third Party: Yes
Evaluation Reports
FLI Z509 R2 AE PER2167 55.pdf
� Created by Independent Third Party Yes
�12509 4 Gladiator/Finishield 12'-0"x 6'-8", Glazed, Steel, Wood Edge, Outswing Door System
i with and without Srdelites
i
j Limits of Use Certification Agency Certificate
� Approved for use in HVHZ; Yes FL12509 R2 C CAC NI009861-R2.odf
� Approved for use outside NVHZ: Yes Quality Assurance Contract Expiration Date
� Impact Resistant:No 10/31/2016
: Design Pressure: +SS/-55 Installation Instructions
� Other:Product Can Be Installed In The X, OX/XO, OXO, XX, FL12509 R�II JW122008,pdf
�OXX/XXO,and OXXO Configurations Per Installation Instructio s; Verified By: Nermes F. Norero, PE FL PE#73778
j and Must Be Installed With Surface eolts. Created by Independent Third Party; Yes
; Evaluation Reports
i FL12509 R2 AE PER2167 SS.�df
Created by Independent Third Party: Yes
i
Ihttp://www.floridabuilding,org/pr/pr_app_dtl.as�1?param=wGEVXQwtDqvG4Aty8UaHdN... 7/8/2014
MATERIAL PROTECTION
�jT ��j t FLL V�TCH/LOCK A14D HINGE HAP,DIMA�E •ag 1rZ•47aX OV£RALL FRANE Yl`1�TH
��',■ �jr7 �� ■�•N�'OO TO BE OF CGRROSION RESISTAhT MATERIA��-- _ 3��;q"�„�qX. p
�� OR CORftOSiON RESIST'AI�T COATED. 1 �
37 77�1•A9AX. i�"ti��. FRAh7[WIDTH—� r
GLADIATORlFINISHIELD GLAZED WOOD EDGE 2. ANCHORING CCMPONENTS MUST M[ET THE �`FRANE WID'Fi �OUBIE FR_�.ME bVIDTH �
0 5 3!4^NAX, �
72-9x6-80UTSWING STEEL DOOR SYSTEM GORROSION RESISTAUT STANDARDS�S ANEL VJIDTH
35 3!4'M1�AX. 72 114•�d,4X. ��• � �
IDENTIFIED IN THE FBC. pANEL WI;ITH� DOUBLE PANEL419CTH
ENEHAL NOTES � S�E DFTAII A � � � ��
1, THE PRODtJCT SHOWN HEREIN IS DESIGUEQ TO COrotPLY 1^JITH ; i Z O Q M
SHEET6 J
THE CURRENT FLORIDA BUILDING GODE(FBCj BASED ON Tti[ ; `OTE 6 OTE 6 — O,. �N
SIGNED AND SEALED DATE.INCLUDING HVHZ ANO HAS 3EEN � I w Y=�
EVALUATED IN ACCORDANCE WITHTAS 202-9<AP1D AST�t I ( 7� � Q�
E331-00 AND ASTM E330-02. �
2. 2X AMD 1X WOOD BUCKS 6Y OTHEP.S,MUST BE RNCHORE7 F �21�;g• �Z�;tg^ 2t L'8" �Z>>�B" � c^+� Q�
PROPtRLY TO TRANSFcR:OADS T6 THE STP.UCTURE. tvOTES: = f�. 1J'h/Y-�J. ��• — �'�� 1 � _ � r J=
3.PRODUCT ANCHORS SHAIL 3E AS LISTED AN�SPACED �-ALL VIEWS FROM EXTERIOR. W '-B.LO.J D.'.0. —�O. D.!.O. -' c9 � �'`� Y a
AS SHONIN ON DETAiLS.ANCHGR ERI6EDMENT TO BAS- Z_h1ULL POSTS&DOUBLE SACK = LNI�TH � I�TH WID�`t�i N.�IDTH `J =
MATcRiAL SHALL BE BEY04D VJAL;.DRESSlidG OP.STUCCO. �r,6�BS ARE INTERCHP,NGEA�LE. � < -'
b. DESIGNED PRESSURE RATING SEE TABL'c I,PAGE 1. (SEE OFTIONAL CROSS SECT10IvS) �e 26 � ¢
5. FLORIDA APFR6VED IP.IPACT RESISTANCE SHUTfERS ARE 3-SUP.FACE 90LT NOT REQUIRED FQR j `n a
REQUtP.ED FOR DOORS AND SIDELITES. APPLICATIOPJS REQt1�P.ING DP-45 OR � ' .� � w
6.FULL LITE APPROVAI COVERS USE OF FRACTI6NAL GLFZING, LESS. � i g D J
WGLUOiM1G OVALS,SUNEUP.ST AND P.OUP3D-TOPS.ALSO 4-��:ASONRY AND CQNCRETE INSTAL- �Np��� 7 NOTE 4� o �
t:•1GL'JQED nP,E IVTERtdA�AKD EXTcRNAL GRID,BIINDS !C� LATION D`cTAtLS. ' K N �
io �
BEP�lEE`J G�iSS,EXTERNAL V��f20UG*iT IRON AND DEC�. 5-POSITION AN�J NJD.�i$EP.OF ' 25 TlQ�E
7.SCALE E3r�SED ON 11x17 SHEET SIZE. � 0 fSOTE 2 � / j � o Q o C
ANCNORS IN HINGE JAMB,LATCH i�N O T E ' �
8.ALL 1 X&2X TO BE�.55 SPECI=IC G W1VIT:'OR JAMB OR SIDELITE JAb7B VJILL BE m � w�w ¢
� GReP.7ER. THE SAME REGAnOlE55 OF ROUGH � y \i � // 9` N w r J
O?ENING TYPE. FOR HORI20NTAL � Z o`n w
` CROSS SECTIO?J I�J iX 3UCK OPi'IOY FIXED �p? � v
; � IN MASONRYlCONCRETE,SEE FIXED fNACTIVE ACT�VE
� S H E E';�8 F O R Dc T A I L S. `
m
6-PQR VEP.TiCAL�1NCHOR t�1�X BUCK OPTIOM IN ASTRAGAL ¢a� � }
D O O R L c A F C O N S T R U C T I O N: � OTE 4 S u P,F A C E B O L T � y NOTEa DBL-BACK v 53� � �
E���y E�S M = T H E C O R E A�J D ,.7 AS O�RY;CONCP.ETE. SEE SHcET 6 FOR �R M i 6�":ULL POST
� �` E�AIL B - �
SUBSTF�TE LVITH LMC ADHESPJE. • � —
CORE DESiGN:TNE CORE CONSlSTS OF 1-7.25 POUND OENSITY SHEcT 6 QUAD�T3f 11"�O'�CX01
' EXpANED POLYSTYRENE(EPSt, SCALE:7!2'="-0" a Qa
PANEL CONSTRUCTION:EACH DQOR PANEL IS CONSTRUCTED {Ol1TS�'YING 40N-lb'.PACTj
DESIGN?RESSURE RATING
FROM T�NO SHEETS OF 25-GAUGE(.018'htiNIt1UM)G;.LVANIZED .� m m
STEEL.THE FaCE SHEETS AP.E BENT GO°OVER THE 1.68Ff'X 1.0° =�'WHERE YJATER INFILTRATION LVHERE GVERi-iANG NIHERE WATEP.IPJFILTRATION V' 3
LVL(LAtAlUATED`iENEER LUMBEP.j STILES AtJD TOP RAIL.THE REQUIP,Eh:tEMT IS NEEDED IS N0-USED REQUIREMENT IS PdOT NEEDED w z
' AVERAGE hdlN YIcLD STP,EP7GTIi OF 25 GA SHEET 5TEEL SKiN IS NJITHOUT 4'dl i N WITHOU` ��iITt10L1T V�`ITH �'~W
3d,40Q psi.THE 7.688'X7.203'BQTTO:J RAIL CCNSISTS OF F SURFACE B�LTS Sl1RFACE BOLTS SURFACE BOLTS SURF.4CE BOLTS SURFACE BOLTS =Z Q�Q
. ROLLEGF O R M E D G ALV RNIZED 25-CAUGE�.0�6"MINI�dUtd)ST_EL, j W LL Q��
' THF WOOD LOCK BLOCK IS�.688'X 3�J8'X 12". POSITIVE +45 `'•+55 +30 POSITIVE +45 +55
�U' W=:1.Z
FRAME CONSTRUCTiON:THE FRAFAE JAMBS&HEAD ARc NEGATIVE .y5 _r�s _q5 I NEGATIVE -45 -�5 �?�v c9�
CONSTRUCTED OF WOOD.TFiE SILL IS COMPRlS=_D OF P. o�-o W=>
NON-AD.IUSTHBLE COMPOS�TE MATEP.IAL 1NITH ALL'MINU�? TABLE 1 Q 0¢a U�
CLAD�t�+IG.CORNERS ARE COPED,BUTTcG,&SEALED USING TABLE OF CONTENTS £�`
SILICONE. THE HEAD AND S1DE JA�BS ARE FASTENED IiSID1G 'NOTE:UNIT SHAL:.HE INSTHLLEC3 AT LOCATiO�v PR6TECTEO 3Y OVE?HA4G SUCH THAT OVERHANGiO%i;• � �
FOUR 16 GA.7178'X 2"STAPLES PER CORNER.TNE SILL At30 SIQE SHT# DESCRIPTION RA710=OH L'cNGTHrOH HEIGH`IS EQUA�TO,OR GREATER THAP1,'1.0 °. c o w
JA��16S ARE FASTcNED USIIvG 7HREE 18 GA.7,'�6'X 2'STAPLES 1 TYP.ELEVATIONS 8 G[NERAL NGTES r m�¢
�ER CORNcR.THE VERTICAL SOLID MULLIGfd IS FAS7ENED � TYPI Al ELEV.:TIOtvS � P1 tD�
THROUGH TH�HcAD 8,SILL USING THREE 1tAX2-1?2'SCRE'y1�S PER i 7YPICFL ELE JATIODiS Digi[ally signed by Her.r,es F Norerc+.P.E. �
`���i��l�����frr�r Reason:larrapprovingthisdocumene
'cNO.A 318"HOLE IS DRILLED AT TFI[CEfdTER OF THE FRhME F1EAD iNPICA ELEVATIONS O
AND THRESHOLD WiERE A AAETAL STRIKE PI.4T[IS Fi151'ENE� VERTIC.AL CROSS SECTI6NS&3.O.Ad. .����S F r{O ���ate:2072.09.27 17:53:55-4!'00' v �¢z
VERTICAL CROSS SECiIOPJS �ON lF1tCiN-; �
USING TJ'd0�o X 1 1iz SCREV�'S TO RECEIVE THE TOP ANO , . � � np"��:�,P � �.<�= 8;1'L•'OE
�60i70M ASTRP.GAL 60LT F�CH rIXED PaNEt IS SECUREQ INTO � NORIZONTAL CRO55 SECTIOhS � ��;'�LJ ;:p �
�THc FR4ME USIP16 FCJR�G GA.7%'I6"X 2'L6NG STAPLES PER � HORIZONTAL CftGSS SECTIONS ''N6•��?F'_ - HERMES F.NORERO `-r-"`'AS NOTED
{STILE FASTENE�THROUGH 7HE JR\46S.ALL PvtULLION.:OItv�RY R ANCHQRING LCCATiONS&DETAILS � �� = *' - FLORIDA P.E.NO.]3778 ?�:c.a°= 4�BD
y* ,�,.�:
THc FIXED?AKE�S i FRl�ME JOINFRY ARE SE.ALEG AT THE � AtdCHOPoM1iG LCCATVONS&DETAILS � �"✓,J�' .
11 ANCHORING Lt�CA770N5 " � _ J"''•'1�� ' � ^ 398 E.DANIA HEACH BLVD. r�,K�v: S.FRF'!
EXiERIOR USING 7159 SILICUNE, � H�r �p�=•,���*,�2`' SU�7E 338
i UNIT COMPONENTS&UETA;LS � ' �� °�"'"'M16"'
j 13 �lENT LITE D�TAI� � � I ���c`S, �-.......• �; DANIA BEACH,FL 33004 ��y12�,i06
i 1 VEN7 LITE tv1P.TERIAL LIST \ N�M �� S��AL �`� FBPE CERT OF AUTH.NO.23572
I / / 1. G \
t,�f�/fll{ILL�\�� S.Y_ET� :Y �A
Ceriification Na.. o�t t�r-�2 � o��-o z
Reviewed By:
Qaie Reviewec�.�— /a 2-
1�t:.."M4X.OVERALL FRAG?=NJIDTt'.
:12'A?AX.OVERAF.L FRAWE 4VIDTH 37�!A^UAX. 79"MAX.
3;7:4`R/AX. 37 7:4'MhX. J7 112"FANC r—<RAA-tE 6VI�TH J FR�47E VtiiDTH
FFA�'E WICTH FRA6SE VJIDTH FRAfdE WIUI'H 35 3ia'�.fAX. 3E 3B'YJI7H_ 35 3i4'hiAX. �
PANE:WIDTH f ASTR:,C,AL FAMEL'NIO�H ^
353;3^1�FqX, 353i4't�1AX. _ NOTE tJOTE SEEDETAILA � �
PANEL'R�IDTH PANE:.WiDTti 6 b � � SHEET 6 � �
I -' O
oTE s b NOT[6 SEE�Eial�n m
� SHEET 6 ~ J�
z O Q m
( A 21 1:'&' �2�i;a- z��- Z w LL m
f- ,""��
x {�1NC. �•J
c9 D.L.G. D. :D. �. 0.� � Y 2 0�
�z,,.�s• y z;,;s• z,v a• w f- �
r = W�OTH ��TH 'h1��� � ¢
_ `.tAX. AAA;(. ��1AX. � S � J Q�
� �D.L.O. ~D.LO. DLO.� .-�'
O W Q � Q�
2 � `PJI�TH VI��TH VvID� �. u � J W � J�
p = > � X � � Y
� ! _ o `-° � � O � � � a
;� a
> � x LL; <NOT � NOTE 4 � �
� A � � � � m � : m �
fi f; � � NOTc 4 =°_ a o 0 �OTE 2 �'
�NOTE 4 � � `O NOTE 5 � / NOTE� �
r. � f:OT[2 Nr7E 2 „ � � ,.
o `�. / ; w m � � � \ / � w
"PJGTE / +NOTE 5 � : � � ��o
� yr y ,{! FtXED � INRCTIVE ACTI\'E C o°
u_�'i�w Z
�IXE7 FIXED � ACTIVE 1 OTE 4 ASTRAGAL � y OT[4 x W F O
� �C7tn f-
� / SEE DETAt!Ei t�1ULL POST SHGWN DBL-BACK SURFACE BOLT � ��`•7 j
� OTE 4 �yOTE n � SEE DETAh_E 'Z �I w
ti SHEET 6 JADAB FdIiLL POST OPTIONAI SEE N6TE 3 �0 7 �
� �10TE 4 SHEET 6 p O�� o �
'hAI:�L POST SHOVJN SURFHCE BOLT r- LL -�
D3L-BACK J.0.�.i8 MU!L SEc NOTE 3 112"NAX.OVER4L�FRAUE WIGTH a'S� °'.<
PDST 6PTIGNAL 37 1!4'MIJC. , 37�i2'MAX. 37�r4'MAX. _ TRI UNIT(OKXS OR iXY,01 � p � �?
^-- — TRI UMT fCOX{QR fX.G01 ��°•i�!E'�li6T'r�i 1—F-iZ2.�L�17 •--FRAb1E'A40TH SCAlE:112'=1'-0' ��� � �
3>3i4'1�LA:{, 35 3f='MSX. � 'Q
SCAlE.12'=T-0' Pq;JELYViDTN s e
SEE UETAII A PANEl4`fiCTH � a
Sr1EET 6 `�� �>
lOTE 5
mm
1 �
' T �2'i�!8° 2i'iA- �21 7?&' NOTE.S: �u;
ti1AX. �p7AX. 41AX. '-ALL VIELVS FROM:EXTERIOR. u:m
t`9 — — — 2-MULL POSTS 8 DQ�JB!E BACK JAn"BS ARE(NTERCHANGE48LE. Z�
� D.L.O. C10. D.�.O. �n
WIDTH VVID� WtDTH F, (SEE OPTIONAI Cr^.OSS SECTIONSj � ¢a z
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1 16797-000 � INNER FRAME � SPARTECH POLYCOM PP53330, REF NOA 10-i2C9.01 — a u-N
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