HomeMy WebLinkAbout14-15860 CITY OF ZEPHYRHILLS '
` ' r - � 5335-8TH STREET ` '
(sispso-oozo 158 0 �
BUILDING PERMIT - I
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PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 15860 Address: 37635 NEWAL AVE
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: ZEPHYR RIDGE
Est. Value: Parcel Number: 03-26-21-0130-00000-0190
Improv. Cost: 405.00 OWNER INFORMATION
Date Issued: 12/17/2014 Name: KECK, EDWIN & LORETTA
Total Fees: 90.00 Address: 37635 NEWAL AVE
Amount Paid: 90.00 ZEPHYRHILLS, FL 33542
Date Paid: 12/17/2014 Phone: 813-782-5303
Work Desc: INSTALL 9 X7 GARAGE DOOR. �
CONTRACTOR S APPLICATION FEES i�
3-R GARAGE DOORS,I C BUILDING FEE 60.00 CONTRACTOR CERTIFICATE 30.00
� � ° � �
� ��
Ins ections Re uired
F TER 2ND ROUGH P MB M S INSULATION CEI ING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
� REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the following reasons: a)vvrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site fi� plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
, may be found in the public records of this county, and there may be additional permits required from other governmental
! entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to 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
, Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O.
,
:}
CONT CTOR SIGNATURE PERMIT OFFI R
I PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
�
$�s-�aaoaao � � � City af Zephyrhills Permit Application F�X- ' -z '=oa2� , ,
Building Department ,
Date Received �(?j r�$�„ -- rp�. -�
Phone Contact for Permitting
Owner's Name ����n' �`�'"G�" � Owner Phone Number �i ����2' y ���
Owner's Address 3��'3� �����' �Ve I ��n ��i�5� � Owner Phone Number� �
Fee Simple Titiehoider Name Owner Phane Number�� �
� , �
Fee Simple Titteholder Address
� 3`2�3� �leu�i�-( �vc, , ��' r�h�t��i (z. 335�2- �as# L.��
J08 ADDRESS
�.�'h r t'�=�d. t�... PARGE�ID# �3-Z10-21— bt3a—Oara��� l�.a
SUBDIVISION � � �
__ ' (OBTAINED FROM PROPERTY TAX NOTfCE)
WORK PROPOSED e NEW GONSTR e RQQ/A�T 0 SiGN CJ MOVE � DEMOLlSH
INSTALL REPAIR
PROPOSED USE ' 0 SFR, _ j [� COMM [� OTHER
TYPE OF CQNSTRUCTION 0 BLOCK � FRAME Q STEEL 0 OTNER
DESCRiPTtON OF WORK �-n 5-FLi,lt�c..-fi�vr�- c�-� �x7 �t AC'i t�� �t� �,c+r� �.. ��' � .
BUIGDtNG SIZE C�� SQ FK30TA6E�i � HE1fH'F �� � ,
� BUILDING �t{.��� �� � VA[.UATION OF TOTA�CONSTRUCTI4N �
�,.1.
� E�ECTE2ICAL �$ �) AMP SERViCE 0 PRC?GRESS ENERGY �] W.R.E.G.
i I
� P�UMB�NG �--- � , ��� I
(y ,��1
� MECHANICAL $ VALUATION QF MECHRNICAL INSTALLATION �
0 GAS Q ROOFING C] SPECIALTY Q OTHER .
FINISHED FLOOR ELEVATIONS � � FLOOD ZONE AREA DYES ONO
8UlLDER GOMFANY
� SIGNATURE REGISTERED Y I N FEE CUftRENT Y I N
� Address � License# ' _ �
ELEG'fRIC1AN ` GOIiffPANY �
SIGNATURE REGISTEREp Y/ N FEE CURRENT Y/N
Address License# � �
, � �
Pl.UMBER CONIPANY
SIGNATURE REGISTERED Y/ N. FEE CURRENT Y/N
Address License# �- ` � ,
IUtECHANlCA� , COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N
, Acidress License# �- - �
OTHEFt � �� i COMPANY �� �-c�`°�cl. e� �4b(-�, t ���' � '
StGNATURE "� REGtSTEREp Y N FEE CURRENT Y N
Aad���� 3�u�{�3 5 ��r ��t tsr �„ 33�f 1 t�cense# �.fl� �agosy��)
RESfDENTiAL Attach{2)Ptot Pians;(2)sets of Building Piarrs;(1}set of Energy Focros;R-O-W Permit for new canstruction,
Minimum ten(1d}working days after submittal date. Required onsite,Construction P(ans,Stormwater Plans w/Sitt Fence insfalied,
Sanitary Facililies&1 dumpster;Site Work Permit for subdivisions/large prajects
GOMIVlERGlA� Attach(3)sets af SuiSding Plans;(9)set of Energy Fatms.R-O-Vtf Permit far new construction. .
Minimum fen(10}working days after submittal dafe. Required onsite,Construcfion Pians,S#ormwa#er Plans w/Silt Fence insta(ted,
Sanitary Facilities&1 dumpsler.Site Work Permit for all new projects.All commercial requirements must meet compliance '
SIGN PERMIT Attach'(2}sets o#Englneered Plans. , ' •
"*"PROPERTY SURVEY required far alf NEW construction. � �
Dlreetions. . -
Fill out application completely. � ' �
Owner&Contractor sign back of application,notarized � ' ,
!f over$2500,a Nofice of Gommeacemenf is requ�red. {AtC upgrades over$5000}
"* � Agent(far the cantractor)or Pawer of Attorney(for the owner)would be someone with notarized letker from owner authorizing same
OVER TiiE COUNTE#2 PERMITTING {Frant of Applicatlon Only}
f2eroofs Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
. � , -
Driveways-Not over Counter i#an pubiic roadways..needs ROW , , �
" � ' �; ' �°� , � ' ,
-,a . � _ . - �
, _ , ....., _ _. '.. ,._ .,, , � � _, ., . .� _ � ' �, ,.
s'- -. , .
NOTICE OF D�ED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions°
which may be�more restrictive tfian County regulations. The undersigned assumes responsibility fo�compliance with any
applicable deed restrictions. � � �
UNLICENSED CONTRACTOR$ AND CONTRACTOR RESPONSIBILITIES:. If the owner has hired a contractor or
contraators to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
, contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violafion
, under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply.for the
. intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
, .8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they wiil be responsible. If you, as the owner sign as the
cootractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County. � . • �
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of '
_ use in existing_buildings, or expansion of existing 6uildings, as specified in Pasco County Ordinance number 89-07_and .
� 90-07, �as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy° or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furtherino�e, if'Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
, CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien .Law—Homeowner's
Protection Guide° prepared by the Florida Department of Agriculture and Consumer Affairs.. If the applicant is someone
other than the"owner", I certify tfiat I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify.that all the information in this application is accurate and thatall work
will be done in compliarice with all applicable laws regulating construction, zoning and land development. Application is
,hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
, commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating �
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. ( also. ,
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
" my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: "
, , ; Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
� „ Lands, Water/Wastewate,r Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
� � � � Watercourses.
� �-' Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
- Department of Health 8� Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
- � �, Septic Tanks. _ • _ .
- US Environmental Protection Agency-Asbestos abatement. _
' -_ � Federal Aviation Autho�ity-Runways. - � � � -� "� -� -
I understand that�the following restrictions apply to the use of fill:
- � Use of fill is not allowed in Flood Zone"V°unless expressly permitted.
- If tfie fill material is to be used in Flood Zone "A°, it is understood that a drainage plan addressing a
� - "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
� " � licensed by the State of Florida. � � �
- If the fill material is to be used in Flood Zone °A" in connection with a permitted building using stem wall
� construction, I certify that fill will be used only to fill the area within the stem wall.
- �� If fill material is to be used in any area, I certify that use of such fill will not"adversely affect adjacent
, proPerties. If use of fill is found to adversely affect adjacent properties, the owner may be`cited for violating
' the conditions.of the building permit issued under the attached permit application, for Iots less than one (1)
acre which are elevated by fill,,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform�the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may b,e required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
� _ permit issued shall be construed to be a license to proceed with the work and not as authority to,violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter ,
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6) months after the time the wo�k is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate . .
justifiable cause for the extension. If work ceases for ninety(90)consecutive days, th�job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF'COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTi41N FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. _ _ _ _
FLORIDA-JURAT(F:S:, -:03) - �'
OWNER OR AGENT CONTRACTOR �
,Subscribed and swom or a �n ed)before me this Subscribed and swom to a 'rmed)before me this
, by'�a�rvirn Yeir.luduo by amm \/ei•�adei-c�
Who ls/are personally kno to me or has/have produced Who fs/are personally known to e or has/have produced
� as identification. as identification.
, � � �� —� ��� O
` � ��/%/•�" � �' � G�/�(,,.. fv— � Notary Public
Notary Publlc
Commisslon No. � Commission No.
RIE CYNCH T � � �
, - -���„„�„ ANNA MA ' ,.tiPay P�'',. ANNi+ MARIE LYNCH'TERRY
,o pY Pp�.. � -. tate of'Florida
� Name o _ � � 'P �,�t@�R@d Apr 4,2 , Name Cd, ary ��, �� 1' t m
y EE 166865 = . .•, My Comm.Expires Apr 4,2016
='N'• •o�; Commission# •
=;'� o`� Commission#EE 166865
, '�;,OF F�P� Through National Notary Assn. •;�F oF F`oP••'
� •'� `�•�� Bonded � �•������� Bonded Through National Notary Asso. _
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: � R G!�RA C,� D dolls
Date Received: i i2 — f S — f �/
Site: 3 7 6 3 � N�W f�L /�V�
Permit Type: �/��A (,° L j�Q� (�
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
/`�j/./ -
Kal ' Swi e Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
D, 12/15l2014 Florida Building Code Online
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R�gula�ion
Product Aooroval Menu>Product or Aoolication Search>Aool{cation Lis[>Application Detail
..�::�b<e, ', .;`„�'X'"��:N;£
��;�r� �W �#' FL# FL15279-R2
����=a:c��.�;:G i..f
Application Type Revision
Code Version 2010
Application Status , Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason, OH 45040
(513) 770-6062
mwesterfield@clopay.com
F��UI�l/1l �/�rt� �' �-�/j
Authorized Signature Scott Hamilton ��Ty(��'`,��i�Y
shamilton@clopay.com RNiLLS
PLAIVS EXAfln��ER �
Technical Representative
Address/Phone/Email
quality Assurance Representative
Address/Phone/Email
Category Exterior poors 8���--'r�°���'' �ilr�,i''"��It��L`��A1I'i�
��.�:PLI�t�1BLE BUILDING,
Subcategory Sectional Exterior poor Assem�e����� gLU�d�B��i At�
�i;:l.�`�`i'�;�.�.:..CQ�S��.
Compliance Method Certification Mark or Listing
Certification Agency Intertek Testing Services NA Inc. - EfL/Warnock Hersey
Validated By Gary Pfuehler
� Validation Checklist- Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2005
ANSI/DASMA 115 2005
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL15279 R� Equiv 20140603- FBC- DASMA 115 eauiv.odf
Product Approval Method Method 1 Option A
Date Submitted 05/30/2014
https://www.floridabuilding.org/pr/pr app_dH.aspx?param=wGEVXQwtDqv3yWKJZ1QRAbbA56Zk191%2b5XoELmL9p7RMxOvBEhE2g%3d%3d 1/6
� 12/15/2014 Florida Building Code Online
Date Validated = • 06/09/2014
' � Date Pending FBC Approval
Date Approved 06/16/2014
I &ummary of Products
Go to Page � � 'i� Page 1/ 8 Q� �
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_--�__.�.�. �__...�___ �_.._...._�._._ _�_ �.�.��__..�
FL# ^ j Model,Number or Name E Description
15279.1 �001 W3-09 DSIE-1A171: 2050, 1-3/8" Double-skin Insulated EPS (exterior skin 27 ga. min.; �
i 2051, 2053,4050, 4051, 4053, 62, �interior skin 29 ga. min.) Single-Car(up to 9'0"wide)
i 64, 65, 62G, 62LG, 64G, SDP38, �WINDCODEp W3 Garage Door
�SFL38, SRP38, 134, 135, 136, 6130, '
�6131, 6133
Limits of Use Certification Agency Certificate �
� FL15279 R2 C CAC Letter with roof of contract and roof
, Approved for use in HVHZ: No p P i
� Approved for use outside HVHZ:Yes of inspection.pdf �
! Impact Resistant: N/A FL15279 R2 C CAC W3 Listinq Intertek.pdf E
' Design Pressure: +20 PSF/-20 PSF �Quality Assurance Contract Expiration Date �
Other:The OPTIONAL glazing available for this product ; 05/21/2028 i
meets the wind load requirements of the building code but Installation Instructions �
J DOES NOT meet the impact resistant requirement for FL15279 R2 II 101655-Revl2.pdf
, �windborne debris regions.The product without glazing DOES E Verified By: Intertek Testing Services NA Inc. - ETL/Warnock�
3 comply with the impact resistant requirement for windborne Hersey ,
�debris regions (ref 1609.1.4 FBC), Created by Independent Third Party: �
a Evaluation Reports �
, Created by Independent Third Party:
f �._�� _-_---- -- - -
' 15279.2 002 W3-09 DSIE-1A471: GD1SP, �Gallery/Artistry/Expressions: 1-3/8" Double-skin Insulated
E GR1SP, GDiLP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.)
AR1LP, ED1SP, ED1LP Single-Car(up to 9'0"wide) WINDCODEp W3 Garage Door ;
�_._.._....__ ___________.�... _.____ {
�Limits of Use Certification Agency Certificate �
Approved for use in HVHZ: No FL15279 R2 C CAC Letter with oroof of contract and qroof �
Approved for use outside HVHZ:Yes �of inspection.pdf �
Impact Resistant: N/A � FL15279 R2 C CAC W3 Listing Intertek.pdf
Design Pressure: +20 PSF/-21 PSF ' Quality Assurance Contract Expiration Date
� Other:The OPTIONAL glazing available for this product OS/21/2028
�meets the wind load requirements of the building code but �Installation Instructions � j
+DOES NOT meet the impact resistant requirement for � FL15279 R2 II 10395Z-RevOl.pdf I
�windborne debris regions. The product without glazing DOES � Verified By: Intertek Testing Services NA Inc. - ETL/Warnock€
�comply with the impact resistant requirement for windborne Hersey i
debris regions (ref 1609.1.4 FBC). � Created by Independent Third Party• ;
j Evaluation Reports ;
--------�-- -___.
_�WCreated by Independent Third Party: ���
i
�15279.3 E 003 W3-09 DSIU-1A171. 9130, �Double-skin Insulated PUR(exterior skin 27 ga. min.; interior;
I i 9131, 9133, HDP13, HDPF13, skin 27 ga. min.) Single-Car(up to 9'0"wide) WINDCODEp !
E HDPL13, 7130, 7131, 7133, 8130, �W3 Garage Door i
!8131, 8133 ` �
f
Limits of Use ;Certification Agency Certificate �
Approved for use in HVHZ: No [ FL15279 R2 C CAC Letter with oroof of contract and oroof
Approved for use outside HVHZ:Yes [of inspection.�df �
Impact Resistant: N/A ( FL15279 R2 C CAC W3 Listinq Intertek.pdf
Design Pressure: +20 PSF/-20 PSF �QualityAssurance Contract Expiration Date ;
Other:The OPTIONAL glazing available for this product � O5/21/2028 �
meets the wind load requirements of the building code but Installation Instructions E
DOES NOT meet the impact resistant requirement for FL15279 R2 II 104175-Rev0l.pdf
windborne debris regions.The product without glazing DOES Verified By: Intertek Testing Services NA Inc. - ETL/Warnock�
comply with the impact resistant requirement for windborne Hersey
debris regions (ref 1609.1.4 FBC). Created by IndependentThird Party• �
Evaluation Reports
Created by Independent Third Party:
I 15279,4 + WY�Y �004 W3-16 DSIE-1A171: 2050, 1-3/8" Double-skin Insulated EPS (exterior skin 27 ga. min.;
; 2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Double-Car(9'2"to 16'0"wide) ;
� �64, 65, 62G, 62LG, 64G, SDP38, WINDCODEp W3 Garage Door �
, SFL38, SRP38, 134, 135, 136, 6130, I �
{ �6131, 6133
-- .... L_ _-.�
�Limits of Use Certification Agency Certificate �
Approved for use in HVHZ: No FL15279 R2 C CAC Letter with oroof of contract and proof €
Approved for use outside HVHZ:Yes of insoection.pdf �
Impact Resistant: N/A FL15279 R2 C CAC W3 Listing Intertek.odf �
Design Pressure: +20 PSF/-21 PSF QualityAssurance Contract Expiration Date
Other:The OPTIONAL glazing available for this product OS/21/2028 �
meets the wind load requirements of the building code but 'Installation Instructions ;
DOES NOT meet the impact resistant requirement for ( FL15279 Rz II 101820-Revl3.pdf `
windborne debris regions.The product without glazing DOES � Verified By: Intertek Testing Services NA Inc. - ETL/Warnock�
comply with the impact resistant requirement for windborne �Hersey �
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqv3yWKJZ 1 QRAbbA5BZkl91%2b5XoELm L9p7RMxOvBEhE2g%3d%3d 2/6
I � 1?J15/2014 Florida Building Code Online
�debris regions (ref 1609.1.4 FBC). � Created by Independent Third Party: [
• ' � Evaluation Reports �
Created by Independent Third Party: ____�
�__-_ ---�
�15279.5 �005 W3-16 DSIE-1A471: GD15P, [Gallery/Artistry/Expressions: 1-3/8" Double-skin Insulated � �
I E GR1SP, GDiLP, GR1LP, AR1SP, �EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.)
�AR1LP, ED1SP, ED1LP �Double-Car (9'2"up to 16'0"wide) WINDCODEp W3 Garage
_._._.. � _..__ !Door -- -�
V_ -�__-__
Limits of Use �Certification Agency Certificate
Approved for use in HVHZ: No E FL15279 R2 C CAC Letter with proof of contract and proof
Approved for use outside HVHZ:Yes of insoection.odf
Impact Resistant: N/A FL15279 R2 C CAC W3 Listin Intertek. df
Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date
' Other:The OPTIONAL glazing available for this product ( 05/21/Z028 E
meets the wind load requirements of the building code but �Installation Instructions
�DOES NOT meet the impact resistant requirement for � FL15279 R2 II 104028-Rev0l.pdf
i windborne debris regions.The product without glazing DOES € Verified By: Intertek Testing Services NA Inc. - ETL/Warnock�
'comply with the impact resistant requirement for windborne i Hersey �
�debris regions (ref 1609.1.4 FBC). Created by Independent Third Party:
a �Evaluation Reports �
3 ; Created by Independent Third Party: [
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15279.6 �006 W3-16 DSIU-1A171: 9130, Double-skin Insulated PUR(exterior skin 27 ga. min.; interior
4 9131, 9133, HDP13, HDPF13, E skin 27 ga. min.) Double-Car(9'2"to 16'0"wide) I
HDPL13, 7130, 7131, 7133, 8130, �WINDCODEp W3 Garage Door �
8131, 8133 j �
�_ __.__.___.___ �...�__�_�._.,_.��_��_� ---��_ .__ _ �___ _..._____.__�__..,_.._____��. �
Limits of Use �Certification Agency Certificate {
Approved for use in HVHZ: No i FL15279 R2 C CAC Letter with proof of contract and �roof j
Approved for use outside HVHZ:Yes of insoection.odf ;
Impact Resistant: N/A FL15279 R2 C CAC W3 Listing Intertek.pdf �
Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date i
� Other:The OPTIONAL glazing available for this product O5/21/2028 �
meets the wind load requirements of the building code but Installation Instructions
�DOES NOT meet the impact resistant requirement for FL15279 R2 II 104168-RevOl.odf
windborne debris regions.The product without glazing DOES I Verified By: Intertek Testing Services NA Inc. - ETL/Warnock I
comply with the impact resistant requirement for windborne i Hersey
debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: �
Evaluation Reports i
, Created by Independent Third Party:
15279.7 �007 W3-16 PAN-2F153: 73, 1500, E Steel Pan (min. 25 ga.) Double-Car (9'2"to 16'0"wide) f
, (75, 190, 84A, 94, 42, 48, 55, 42B, �WINDCODEp W3 Garage Door €
E 48B, 555, 4RST, 6RST, 4RSF, 6RSF
Limits of Use �� � �� Certification Agency Certificate
Approved for use in HVHZ: No FL15279 R2 C CAC Letter with proof of contract and proof
Approved for use outside HVHZ:Yes of insoection.pdf
�Impact Resistant: N/A FL15279 R2 C CAC W3 Listing Intertek.pdf
Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date f
Other:The OPTIONAL glazing available for this product OS/21/2028 �
meets the wind load requirements of the building code but Installation Instructions �
DOES NOT meet the impact resistant requirement for FL15279 R2 II 101308-Revl2.odf
windborne debris regions. The product without glazing DOES Verified By. Intertek Testing Services NA Inc. - ETL/Warnock�
comply with the impact resistant requirement for windborne Hersey
!debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: ;
, Evaluation Reports �
�_� W 1VCreated by Independent Third Party: �
, _.________..._.__...._-�- __._�
15279.8 008 W4-09 DSIE-SF171: 4300, 4301, �2" Double-skin Insulated EPS (exterior skin 27 ga. min.; �I
4310, 4400, 4401, HDG, HDGL, !interior skin 27 ga. min.) Single-Car(up to 9'D"wide) I
� �HDGF, 66, 66G, 67, 67G, 68, SP200, �WINDCODEp W4 Garage Door
SF200, SE200, 6200, 6201, 6203 �
� �
Limits of Use Certification Agency Certificate �
Approved for use in HVHZ: No � FL15279 R2 C CAC Letter with proof of contract and proof
i Approved for use outside HVHZ:Yes of insoection.�df
Impact Resistant: No FL15279 R2 C CAC W4 Listina Intertek.odf !
Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date E
Other:The OPTIONAL glazing available for this product � OS/21/2028 , E
meets the wind load requirements of the building code but Installation Instructions
DOES NOT meet the impact resistant requirement for � FL15279 R2 II 101652-B-Revll.odf
windborne debris regions. The product without glazing DOES ( Verified By: Intertek Testing Services NA Inc. - ETL/Warnock
comply with the impact resistant requirement for windborne Hersey
�debris regions (ref 1609.1.4 FBC). Created by Independent Third Party• �
Evaluation Reports
Created by Independent Third Party.
�
15279.9 €009 W4-09 DSIE-1F471: GD2SP, Gallery/Artistry/Expressions: 2" Double-skin Insulated EPS i
GR2SP, GD2LP, GR2LP, AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga. min.)Single-
AR2LP, ED2SP, ED2LP Car(up to 9'0"wide) WINDCODEp W4 Garage Door �
I ,
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r_ 12/15/2014 Florida Building Code Online
'Limits of Use = ' �Certification Agency Certificate
- ' Approved for use in HVHZ: No f FL15279 R2 C CAC Letter with proof of contract and proof
Approved for use outside HVHZ:Yes €of insoection.�df
Impact Resistant: No € FL15279 R2 C CAC W4 Listina Intertek.odf
Design Pressure: +28 PSF/-29 PSF �Quality Assurance Contract Expiration Date
Other:The standard glazing available for this product meets � 05/21/2028
the wind load requirements of the building code but DOES �Installation Instructions
NOT meet the impact resistant requirement for windborne � FL15279 R2 II 103969-B-Rev02.pdf
debris regions. Verified By: Intertek Testing Services NA Inc. - ETL/Warnock
� Hersey
Created by Independent Third Party:
� i Evaluation Reports
� f Created by Independent Third Party:
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15279.10 �O10 W4-09 DSIU-1F171: 9200, �Double-skin Insulated PUR(exterior skin 27 ga. min.; interior(
(9201, 9203, HDP20, HDPF20, E skin 27 ga. min.) Single-Car(up to 9'0" wide) WINDCODEOO
'HDPL20, 7200, 7201, 7203, 8200, ;W4 Garage Door
�8201, 8203
Limits of Use Certification Agency Certi£cate
Approved for use in HVHZ: No FL]5279 R2 C CAC Letter with proof of contract and proof
Approved for use outside HVHZ:Yes of inspection.�df
Impact Resistant: N/A FL15279 R2 C CAC W4 Listing Intertek.pdf
� Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date �
Other:The OPTIONAL glazing available for this product [ O5/21/2028 �
meets the wind load requirements of the building code but �Installation Instructions
DOES NOT meet the impact resistant requirement for � FL15Z79 R2 II 104183-RevOl.odf
windborne debris regions. The product without glazing DOES � Verified By: Intertek Testing Services NA Inc. - ETL/Warnock
comply with the impact resistant requirement for windborne �Hersey
debris regions (ref 1609.1.4 FBC). Created by Independent Third Party.
Evaluation Reports
Created by IndependentThird Party:
15279.11 �011 W4-09 DSIUO-iK479: Canyon Double Skin Insulated PUR(exterior skin 27 ga. min.; �ntenor
� Ridge/Brookstone �skin 27ga. min.) with Overlay Single-Car(up to 9'0"wide)
�WINDCODEp W4 Garage Door
L-� ___.��_ --- __.._. � -- �.__--- -
Limits of Use �Certification Agency Certificate
Approved for use in HVHZ: No G FL15279 R2 C CAC Letter with proof of contract and oroof
Approved for use outside HVHZ:Yes �of inspection.pdf
Impact Resistant: N/A FL15279 R2 C CAC W4 Listing Intertek.pdf
Design Pressure: +28 PSF/-29 PSF �Quality Assurance Contract Expiration Date
Other:The OPTIONAL glazing available for this product E 05/21/2028
meets the wind load requirements of the building code but i Installation Instructions
DOES NOT meet the impact resistant requirement for � FL15279 R2 II 104456-RevOl.odf
windborne debris regions. The product without glazing DOES f Verified By: Intertek Testing Services NA Inc. - ETL/Warnock E
comply with the impact resistant requirement for windborne �Hersey I
�debris regions (ref 1609.1.4 FBC). Created by Independent Third Party:
� ;Evaluation Reports
Created by Independent Third Party:
____._._._________-____._..�.._ __.__._._ .-_._ _ __.___ _�.._ ___.--
15279.12 �012 W4-09 PAN-2F151: 73, 1500, Steel Pan (min. 25 ga.) Single-Car(up to 9'0"wide)
'75, 190, 84A, 94, 76, 42, 48, 55, �WINDCODEp W4 Garage Door
E 42B, 48B, 55S, 4RST, 6RST, 4RSF,
�6RSF, 2RST, GDSS, GDSSV, GR55,
G GRSSV,AR55, ARSSV, EDSS, EDSSV �
Limits of Use Certification Agency Certi£cate
Approved for use in HVHZ: No � FL15279 R2 C CAC Letter with oroof of contract and proof
Approved for use outside HVHZ:Yes of inspection.odf
Impact Resistant: No i FL15279 R2 C CAC W4 Listing Intertek.pdf
Design Pressure: +25 PSF/-32 PSF j Quality Assurance Contract Expiration Date
Other:The standard glazing available for this product meets ` OS/Zl/2028
the wind load requirements of the building code but DOES +E Installation Instructions
NOT meet the impact resistant requirement for windborne � FL15279 R2 II 300159-B-Revl6.odf
debris regions. Verified By: Intertek Testing Services NA Inc. - EiL/Warnock�
�Hersey
€ Created by Independent Third Party:
� �i Evaluation Reports
Created by Independent Third Party:
15279.13 � 013 W4-09 PAN-2F441: G4S, G54, Gallery/Artistry/Expressions• Steel Pan (min. 24 ga.) Single-
G4L, GL4, GD4S, GD4L, GR4S, �Car (up to 9'0"wide) WINDCODEp W4 Garage Door G
i GR4L, G4SV, GS4V, G4LV, GL4V, � �
GD4SV, GD4LV, GR4SV, GR4LV,
E4S, E4L, ED4S, ED4L, E4SV, E4LV,
ED4SV, ED4LV, SS4, SL4,AR4S, E
(AR4L, SS4V, SL4V, AR4SV, AR4LV '
I
Limits of Use !Certification Agency Certificate �
Approved for use in HVHZ: No f FL15279 R2 C CAC Letter with oroof of contract and proof j
Approved for use outside HVHZ:Yes �of inspection.pdf E
� Impact Resistant: No � FL15279 R2 C CAC W4 Listing Intertek.pdf
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� 12/15/2014 Florida Building Code Online
� Design Pressure: -F�25 PSF/-�2 PSF �Quality Assurance Contract Expiration Date �
� ' Other:The standard glazing available for this product meets i 05/21/2028
the wind load requirements of the building code but DOES Installation Instructions �
NOT meet the impact resistant requirement for windborne FL15279 R2 II 103486-B-Rev08.odf
debris regions. Verified By: Intertek Testing Services NA Inc. - �TL/Warnock�
Hersey
Created by Independent Third Party:
Evaluation Repotts f
Created by Independent Third Party: �
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15279.14 �014 W4-09 SPO-2F449; Grand ;Steel Pan (min. 24 ga.) with Overlay Single-Car(up to
Harbor, Stone Manor 9'0"wide) WINDCODEp W4 Garage Door
Limits of Use � � � v�Certification Agency Certificate
Approved for use in HVHZ: No I FL15279 R2 C CAC Letter with oroof of contract and oroof �
Approved for use outside HVHZ:Yes �of insoection.odf
Impact Resistant: N/A FL15279 R2 C CAC W4 Listinq Intertek.pdf �
i Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date �
Other:The OPTIONAL glazing available for this product 05/21/2028
meets the wind load requirements of the building code but Instaliation Instructions �
DOES NOT meet the impact resistant requirement for ; FL15279 R2 II 103549-Rev06.pdf
windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA Inc. - ETL/Warnock�
comply with the impact resistant requirement for windborne Hersey E
debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: �
Evaluation Reports
( Created by Independent Third Party: j
� _._._���.�_—_. _ _�..__ __
15279.15 015 W4-16 DSIE-iF171: 4300, 4301, �2" Double-skin Insulated EPS (exterior skin 27 ga. min.;
�4310, 4400, 4401, HDG, HDGL, �interior skin 27 ga, min.) Double-Car(9'2"to 16'0"wide)
�HDGF, 66, 66G, 67, 67G, 68, SP200, ,WINDCODEp W4 Garage Door �
SF200, SE200, 6200, 6201, 6203 � G
Limits of Use �Certification Agency Certificate
Approved for use in HVHZ: No ( FL15279 R2 C CAC Letter with proof of contract and proof �
Approved for use outside HVHZ:Yes �of ins�ection.�df
Impact Resistant: No , FL15274 R2 C CAC W4 Listinq Intertek.odf ,
Design Pressure: +25.5 PSF/-25.5 PSF �Quality Assurance Contract Expiration Date �
Other:The standard glazing available for this product meets � O5/21/2028 j
the wind load requirements of the building code but DOES i Installation Instructions �
NOT meet the impact resistant requirement for windborne � FL15279 R2 II 101481-B-Revl3.pdf �
debris regions. � Verified By: Intertek Testing Services NA Inc. - ETL/Warnock�
I Hersey E
� € Created by Independent Third Party: j
�Evaluation Reports �
Created by Independent Third Party:
----_.M_.___...__._....--- -. __� �
15279.16 �016 W4-16 DSIE-1F471: GD2SP, Gallery/Artistry/Expressions 2" Double-skin Insulated EPS �
�GR2SP, GD2LP, GR2LP, AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double- �
E AR2LP, ED2SP, ED2LP �Car (9'2"up to 16'0"wide) WINDCODEp W4 Garage Door ;
Limits of Use �T Certification Agency Certificate J I
Approved for use in HVHZ: No i FL15279 R2 C CAC Letter with proof of contract and oroof i
Approved for use outside HVHZ:Yes of inspection.odf �
Impact Resistant: No FL15279 R2 C CAC W4 Listinq Intertek.odf
Design Pressure: +25.5 PSF/-25.5 PSF QualityAssurance Contract Expiration Date
Other:The standard glazing available for this product meets 05/21/2028 �
the wind load requirements of the building code but DOES Installation Instructions �
NOT meet the impact resistant requirement for windborne FL15279 R2 II 104029-B-Rev03.pdf
debris regions. Verified By: Intertek Testing Services NA Inc. - ETL/Warnock�
Hersey €
Created by Independent Third Party: �
Evaluation Reports �
Created by Independent Third Party: �
f� .__� ,� __._..__ —_.___. .____,__
15279.17 j 017 W4-16 DSIEO-iF479: Double Skin Insulated EPS (exterior skin 27 ga. min., interior €
� Coachman/Settlers/Affinity skin 27ga. min.) with Overlay Double-Car (up to 16'0"wide) E
� � WINDCODEp W4 Garage Door (
Limits of Use Certification Agency Certificate �((
Approved for use in HVHZ: No FL15279 R2 C CAC Letter with oroof of contract and proof !
Approved for use outside HVHZ:Yes of inspection.pdf �
Impact Resistant: N/A FL15279 R2 C CAC W4 Listing Intertek.odf
Design Pressure: +25 PSF/-25 PSF Quality Assurance Contract Expiration Date (.
_Other:The OPTIONAL glazing available for this product 05/21/2028 �
, meets the wind load requirements of the building code but Installation Instructions �
DOES NOT meet the impact resistant requirement for FL15279 R2 II 103046-Rev07.odf
windborne debris regions.The product without glazing DOES Verified By: Intertek Testing Services NA Inc. - ETL,/Warnock�
comply with the impact resistant requirement for windborne Hersey
debris regions (ref 1609.1.4 FBC). Created by Independent Third Party.
E
Evaluation Reports [
Created by Independent Third Party: �
15279.18 O18 W4-16 DSIU-1F171: 9200, ,Double-skin Insulated PUR(exterior skin 27 ga. min.; interior�
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12/15/2014 Florida Building Code Online
i � �
3 � �9201; 9203, HDP20, HDPF20, skin 27 ga. min.) Double-Car(9'2"to 16'0"wide) �
- ' � ;HDPL20, 7200, 7201, 7203, 8200, WINDCODEp W4 Garage Door �
� �8201, 8203 �� � � _
;Limits of Use ��Certification Agency Certificate i
i Approved for use in HVH2: No � FL15279 R2 C CAC Letter with oroof of contract and proof
� Approved for use outside HVHZ:Yes of insoection.odf
� Impact Resistant: N/A � FL15279 R2 C CAC W4 Listing Intertek.pdf
� Design Pressure: +25.5 PSF/-25.5 PSF �Quality Assurance Contract Expiration Date �
j Other:The OPTIONAL glazing available for this product � OS/21/2028
meets the wind load requirements of the building code but Installation Instructions F
DOES NOT meet the impact resistant requirement for FLL5279 R2 II 104169-Rev0l.pdf
windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA Inc. - ETL/Warnock
comply with the impact resistant requirement for windborne �Hersey �
�debris regions (ref 1609.1.4 FBC). E Created by Independent Third Party:
� Evaluation Reports i
Created by Independent Third Party.
�__ � __..._..._.�....__.__�___...�.�. _._ __._...�____.�____�__.__._._.�__ _.__.�
._--�_._._.__.. .._____�
;15279.19 �019 W4-16 DSIUO-1K479: Canyon Double Skin Insulated PUR(exterior skin 27 ga. min.; interior
� Ridge/Brookstone �skin 27ga. min.) with Overlay Double-Car (9'2"to 16'0"wide)
i WINDCODE� W4 Garage Door
---,-----___V__ ..�.._�.. ..__.__..._.__.�_.. ---- —.._.__..__ _
€
Limits of Use Certification Agency Certificate (
Approved for use in FIVFIZ: No FL15Z79 R2 C CAC Letter with proof of contract and proof �
Approved for use outside HVHZ:Yes �of insoection.�df
�-Impact Resistant: N/A FL15279 R2 C CAC W4 Listinq tntertek.pdf �
3 Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date
j Other:The OPTIONAL glazing available for this product 05/21/2028
meets the wind load requirements of the building code but Instailation Instructions
DOES NOT meet the impact resistant requirement for FL15279 R2 II 104457-Rev02.pdf
�windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA Inc. - ETL/Warnock�
�comply with the impact resistant requirement for windborne Hersey [
!debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: �
� Evaluation Reports �
f Created by Independent Third Party:
�� _..___..�.._ _____ __.....�._ _
15279.20 €[020 W4-16 PAN-2F153: 73, 1500, Steel Pan (min. 25 ga. Double-Car(9'2"to 16'0"wide) '
� [75, 190, 84A, 94, 42, 48, 55, 4RST, �NDCODEp W4 Garage Door
�6RST, 4RSF, 6RSF, GDSS, GDSSV,
i GRSS, GRSSV,ARSS, ARSSV, ED55,
� EDSSV
j___ �____------�-----�___._________ _.._.__ __ _____� I
�Limits of Use Certification Agency Certificate
� Approved for use in HVHZ: No FL15279 R2 C CAC Letter with proof of contrect and proof
Approved for use outside HVHZ:Yes of insoection.odf i
� Impact Resistant: No � FL15279 R2 C CAC W4 Listing Intertek.odf �
� Design Pressure: +24 PSF/-24.5 PSF �Quality Assurance Contract Expiration Date �
j Other:The standard glazing available for this product meets � O5/21/2028
�the wind load requirements of the building code but DOES Installation Instructions
NOT meet the impact resistant requirement for windborne FL15279 R2 II 101711-B-RevlS.pdf
'debris regions. Verified By: Intertek Testing Services NA Inc. - ETL/Warnock
; ,Hersey �
i � Created by IndPependent Third Party: j
Evaluation Re orts �
� � _ _ �� [ Created by Independent Third Party: €
Go to Page � � � Page 1/8� �
0 `;,�xs
Contact Us: 1940 North Monroe Streef,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer Coovriqht 2007-2013 State of Florida. Privacv Statement Accessibilitv Statement Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-maii address released in response to a public-records request,do not send electronic
mail to this entity Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487 1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which wn be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click here.
Product Approval Accep[s:
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MODELS 24 GA SHORT 27 GA SH�RT 27 GA FLUSH 27 GA L�NG DOOR HEIGHT SECTIDNS STRUTS SHEET 7 OF 2 6 9 2005 PDOED ROLLER OPT10�N �
CLOPAY �4U0,4401 4300,HDG 4301,HDGF 4330,HDGL UP TO 7'0' 4 3 I N
7 3'TD 8'0' S 3 OB 5 12 07 A�DED MPC INFO PND HDGF 66G, 67G
8'3' TO 8'9' S 4 09 02 07 11 UPDATED MODEL NUMBERS.
HOLMES -- 66,66G,6200 68,6201 7,67G,620 9•0'TO 10'6' 6 4
10 01 31 12 REVISED WIND SPEED TABLE FOR hSCE7-10.
30'9'TO 12'3' 7 5 11 04 27 12 AD�ED IMPACT RESISTAN!OPIION.
IDEAL -- SP200 SF2U0 SE200 12'6'TO 14'0' 8 6 '
l4'3•TO 15'9' 9 7
16'0' 10 8
MA%SECTION HEIGHTi 21'
OPTIONAL GLAZING MAY BE STANDARD OR IMPACT
RESISTANT GLAZING. SEE SECTION B—B FOR DEfAILS.
MAX. STANDARD SIZE IS 42-1/2°xt6°. IMPACT -y�
RESISTANT GLAZING IS 21-5/8°x14-1/8'. � � � � ���
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ULTMATE YlIND SPEmS LISfID BELOW ACCORDINC Ttl 7HE FLDRIDA �Nm�TM��
BUIIDING CODE OR 7ME INiFftNA710NA1.BIIILDINC CODE(BlSm ON
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UL7IMATE VIND 125 135 l40 145 l60
SEE SHEET TWO FOR SPEEO(MPf9
IMPACT RESISTANT CONSTRUCTION DETAIL "A" �E�Y B,c,n a,c,n a,c s,c s
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TR,4CK AND JAMB DETAILS. hsr�aus:+�a.o ass a.-u3 vsv.
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CLOPAY 4400, 44U1 4300,HDG 4301,HDGF 4310,HDGL
VFAfIC/�1 JAMB ATTACHMENT CIYOOD FR4ME BUIL➢INGSI�
H�LMES — 66,66G,6200 68,6201 7,67G,620 1/2'z3'IAG SCREWS ON 24'CENTQ2S. 1'O.D.WlSHER REOUIRED.LAG
SCREWS MAY BE COUMERSUNK(BUT N0T RE�UIRFD)TO PROVIDE A FLUSH
IDEpL -- SP200 SF200 SE200 M�UMtNG SURFACE HO(iIZONfAL JAA1B5 DO NOT TRANSFER LOAD. ^
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2�8 YE110W PINE JN18
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2'GLV.SIFFL 7RILK RISIFHm TO 118'mE SqN�SCREYIS.
FASIFlffD iCl TR1CK BRACI@7S FALH/14xS/B'SHEEf YEf +
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IMPACT RESI5iANT ASSEMBLY DEfAILS ��-°R"'"DN°�
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WASHERS INCLUDm WRH SLEEVE ANCHORS. 1'O.D.WASHQ.�a REOUIRED WRH ����K 5����,
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ucn�mca¢s�uxr (�s/i stre/n•waoo uo saeews 7RACK
��y.���� RESPONSIBILITY OF THE PROfESSIONAL OF RECORD FOR 7HE BUILDING OR SfRUCR1RE
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CP/PPf10�7D CCZ NA.TC N/ffAqDWCE Y�M�C/FBC D61CN W1DS:+28A PSF.3-7G.0 PS.F.
2800. IESf WIDS:+42.0 PS.F.b-�Jb P.S.F.
TE EMRE UOqi AS�LY WSfAl1ID N COYPWNCE
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