HomeMy WebLinkAbout17-18546 CITY OF ZEPHYRHILLS
5335-8TH STREET
� " (813)780-0020 18546
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 18546 Address: 39342 5TH 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 HEIGHTS
Est. Value: Parcel Number: 12-26-21-0040-00200-0020
Improv. Cost: 560.00 OWNER INFORMATION
Date Issued: 6/06/2017 Name: HIGGINS CARROLL L & SHARON TRUST
Total Fees: 60.00 Address: 39007 HAVEN AVE
Amount Paid: 60.00 ZEPHYRHILLS FL 33542-6403
Date Paid: 6/06/2017 Phone: 207-290-3700
Work Desc: REPLACE GARAGE DOOR 9 X 7
CONTRACTOR S APPLICATION FEES
DISCOUNT GARAGE DOOR , INC BUILDING FEE 60.00
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Ins ections Re uired
FOOTER 2ND ROUGH PL MB 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 MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
' first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
', improvements to your properly. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement.
�,
' Complete Plans,Specifications Must Accompany Application. All work shall be pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
,
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CONTRA T R SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED �
PROTECT CARD FROM WEATHER �
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' � � � �, 15355 Flight Path Dr.
� � —� � Brooksville,FL 34604
� � � �r Toll Free(866)420-DOOR
� �— wwwDGDoors.com '
Diseount Garage Doors ine. S�tQ LIC.$�CBC ZZS4791
May 15�' 2017,
City of Zephryhills Building Dept.,
I, Jack Dickerson, give permission for Crystal Normandin to pick up any permits from
the building dept at City of Zephryhills using contractor license# CBC1254791for
Discount Garage Doors, Inc. �
Sincerely,
.__ G� � I
ack V. Dickerson
President, Discount Garage Doors, Inc.
The foregoing instrument was acknowledged before me on this lst day May, 2017 by
Jack Dickerson who is personally known to me.
Signature of Notary Public
:�:�"�: LINDAANN KRUMHOLTZ
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(407)398�t1•� Fan�ano� so�.00m
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
� � � I�� Building Department
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Date Received Phone Contact for Permitting ��Z �Q3/ __ J��8
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Owner's Name G�1� � I %dt� Owner Phone Number ao7- 290" 3/v�
Owner's Address D� �,iJ�{� V , Owner Phone Number
Fee Simple Titleholder Name 'v � Owner Phone Number
Fee Simple Titleholder Address ,v �
JOB ADDRESS J 3�2. 5�h � �$ �. 3;3�'y2 LOT# �
SUBDIVISION Ze�h�r �_Q.�c��-,S pARCEL ID# �2�Z�Q-2� -Ub�{C�� bOLO(�- b02U
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR e ADD/ALT � SIGN � � DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COINM � OTHER
TYPE OF CONSTRUCTION � BLOCK Q FRAME � STEEL Q
DESCRIPTION OF WORK C-10.r �p�r .� ���,i_��- �rne S� � q �L-� �ZL4�.,�
BUILDING SIZE SQ FOOTAGE� HEIGHT
OBUILDING $ cr/ D b� VALUATION OF TOTAL CONSTRUCTION
J �Q
�ELECTRICAL $ AMP SERVICE � PROGRESS ENERGY � W.R.E.C.
OPLUMBING $
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION V v ��
° ��
OGAS Q ROOFING Q SPECIALTY 0 OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO
- �.�
BUILDER COMPANY �� ��'�-� C�Qr �oo�S Z-v�C .
SIGNATURE REGISTERED Y � N FEE CURRE� Y/N
Address ���5 r�' �� ��h.l�.- �ra�K;9,3i Ile F� 341et�} License# C���Z���� �
ELECTRICIAN ��� COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address � License#
PLUMBER � � � COMPANY
SIGNATURE = REGISTERED Y/ N FEE CURRE� Y/N
Address License#
MECHANICAL �� � COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
OTHER � � COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
I 1 1 1 1 1 1 1 1 1 1 f 1 I 1 1 I 1 1 1 I 1 1 1 1. 1 1 1 1 1_ 1 1 1 I 1 1 1 t 1 1 I 1 I I 1 1 1 1 1 1 1 1 1 t 1 I 1 1 1 1 1 1 1 1 1 1 /
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
_ _—__ __� _ ,Minimum ten(_10)working days_after submittal_date._Required_onsite,Construction Plans,Stormwater Plans w/Silt Fence inatalled,. _ _
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
Directions:•
Fill out application completely
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways...needs ROW
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s�aaao-oozo � City of Zephyrhills Permit Application Fax-813-780-0021
NOTICE OF DEED RESTRICTIONS: The undersigne�`{'��'8$��a�efl�at this permit may be subject to"deed" restrictions" �
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
appliGable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors 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 violation
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 will be responsible. If you, as the owner sign as the
contractor, 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 buildings, 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. Furthermore, 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 LA11V (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"owne�', I certify that 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 that all work
will be done in compliance 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. I 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/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses. �
- Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-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 the 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 lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGEMT 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 be 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 work 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, the 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 PROPERfI(. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFOR� RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03) , ' � ' ,
OWNER OR AGENT������!y�OrY�c2yt�C-�-� �CONTRACTOR '�'.�l� �
Su¢scri ed and swom to(or affirmed)b fore me this. _ , _ Subscribed a swor (or affirmed)before me this
J�/S r bY��F,-f�t�—h�a rna��,�in, s'//S�/7 _ S.q-c�� L�� c!�c,–J, a c�
Who is/are personally icnown to me or has/have produced Who is/are personally known to me or has/have produced
as identification. as identification.
- �-' � �• � otary Public � ' � otary Public '
Commission No. �0 /G'0�-� , � Commission No._ FF`l/(0 4 ��'}'
`-.t�n �i� �-�n r� ,��2sz�f�— �`c�d��� R t�i��. �r a�.�r�7 f'7��—
Name of Notary typed,printed or stamped ^ Name of Notary typed,printed or stamped
;��:�`�'�; LINDAANId KRUMHCLTZ :�"° LtNDAANM KRUMHOLTZ #
:+;��: MY CONMISSION#�F976028 �� �' �
" MY CQMMISSION#FF916028 i
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STATEWiDE PRODUCT APPROVAL �UBMiTTAL
Revision Date:5/24l04
AppticationiPerrnit#: Buitdin Address; Owner: Contractor:
O enin s: Siidin Glass Doors,Exterior Swin Doors.Overhead Doors,Fixed Glass,Windaws, Mullions,5k !i hts
**Pressure Product Approva! Product Mode}#ar Glass Attachment Approval EStpiration
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���1lq�6� DESICN (PSFk +35.74J-;LOD �fA% Y71DT}k 9'-0' DASE NMiE
OX�os sEsr tes�k +szss/—sisu NAX HEiGHT: 74'-4' ORAWN sne/os cRT
������ AIPACTjCYC11C RATEO (YES/NOx N6 W�X SECAph!HDOiT:Zt'QiEIXED 1j22/07 kJ2B
u�RX 0.5hlAOt4 PC �
'bOi�`s'uwsn�'i,"'n�''isoss'i"70° l�AQDELS $t700�8100 s�EEi � oF 2
iL PE Tt613 DMSi6N OT OVC1iHCM DOOH CAR
y�g5�ppS�N pfqyt DRAYi�NC PAR'I NQ REV.
"""`�� m,sncau,noa��as,+ WtNQ�OAD SPECIFlCA7iON OPTION CODE 1iO3 327012 ¢d �
}q(r[S�µyyK p�p}q,�p[S 5Ul PRP'�DID ON-7 ftQ 85p 17�-9890
1IfR�'1CJ�TW d'W�iDlW9�5�'���'�'S .
SCHEDULE3 '
3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE
MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB(IN) �
LOAD PER 2000 PSI 2500 PSI 3000 PSI
JAMB(LB/FT)"oTE 3 CONCRETE CONCRETE CONCRETE
100 24 24 24
120 24 24 24
140 24 24 24
160 24 24 24
180 24 24 24
200 24 24 24
220 24 24 24
240 24 24 24
260 24 24 24
280 24 24 24
300 24 24 24
320 24 24 24
340 24 24 24
360 23 24 24
380 22 24 24
400 20 24 24
420 19 24 24
440 19 23 24
460 18 22 24
480 17 21 23
500 16 20 22
520 16 20 21
540 15 19 20
560 14 18 19
580 14 18 19
600 13 17 18
620 13 16 18
640 13 16 17
660 12 15 16
680 12 15 16
700 11 14 15
720 11 14 15
740 11 14 15
760 11 13 14
780 10 13 14
800 10 13 13
1.BASED ON 3/8"fd A307 HEADED OR HOOKED(1.69"MIN. HOOK LENGTH)ANCHOR BOLTS WITH A 1"O.D.WASHER
WITH A MINIMUM EMBEDMENT DEPTH OF 3"AND A MINIMUM EDGE DISTANCE OF 3".
i 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN
TABLE WITH A MINIMUM OF THREE(3)ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM
OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMB.
, 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD(PSF)TIMES DOOR WIDTH(FT)DIVIDED BY 2.
EXAMPLE: DESIGN LOAD=30psf
DOOR WIDTH=16ft
LOAD PER JAMB=30psf x 16fU2=2401b/ft
� 4.CHART IS BASED ON 6'-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT.
� 5. DOOR JAMB TO BE 2x6 NO.2 GRADE SPF LUMBER OR BETTER MOUNTED DIRECTLY TO SUPPORT STRUCTURE.
6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3.
7.CALCULATIONS CONFORM TO ANSI/AF&PA NDS-2005 AND ACI 318-05,APPENDIX D.
Approved
Mark R. Barrow, PE
Florida License No.57389
Wayne Dalton Corp.
3395 Addison Drive
Pensacola, FL 32514 Revision P8
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Produd Aooroval Menu>Produd or A n a i n e h i AO�licatlon Ltst>Appllmtion Detall
�� °�t. A���; FL# I FL8248-R12
Applicatlon Type � Revlsion
Code Verslon 2014
Application Status � I Approved
Comments I
Archlved ! ❑
i
i
Product Manufacturer � � Wayne-Dalton,a division of Overhead Door Corporation
Address/Phone/Emall , 3395 Addison Drive
Pensacola,FL 32514
� � (850)474-9890
� Mark_Garon@Overheaddoor.com
I
Authorized Slgnature � Greg Taylor
gtaylor@Wayne-Dalton.com
Technical Representative I Mark Garon
Address/Phone/Emall � 3395 Addison Dr.
I Pensacola,FL 32514
� (850)474-9490
� Mark_Garon@Overheaddoor.com '
�
Quality Assurance Representative �
Address/Phone/Email �
i
Category i Exterior poors
Subcategory . i Sectional Exterlor poor Assemblies
i
Compllance Method � Evaluation Report from a Florida Reglstered Architect or a Licensed
i Florlda Professional Engineer
� � � Evaluation Report-Hardcopy Recelved
I
Florida Englneer or Architect Name w o d veloped Mark A.Sawickl
the Evaluatlon Report �
Florida License PE-72613
Qualfty Assurance Entity I Intertek Testing Services NA,Inc.
Quality Assurance Contract Expiratlon a e 03/06/2020
Validated By � Jeffrey P.Arneson,P.E.
� � Validation Checklist-Hardcopy Recelved
I
Certiflcate of Independence i FL8248 R12 COI COI Cert of Ind Scates 2014 WD s odf
� FL8248 R12 COI Mark Saw(cki Ind cert�df
; FL8248 R32 COI Validator Cert of Ind Wavne Dalton odf
I
Referenced Standard and Year(of Sta d i ) Standard Year
i ANSI/DASMA-108 2002
� ANSI/DASMA-115 2005
� TAS-201 1994
TAS-202 1994
� TAS-203 1994
I
I i
i
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I �
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Equ(va(ence of Product Standards
Certifled By
Sectians from the Code
Prod�ct Approval Method Method 1 Optlon D
Date 5ubmltCed 02J20/2015
Date Validated 03/27/2015
Date Pending FBCRpprova! OSf12j2015
Date Approved O6/23J201S
Summa of Products
FL# Model,Number or Name Description
8248.1 8d04/81d0#I101 9'Max width. 14'Max height.Giazing avaiiable in top ar
Intermedlate sectlon.
Limlts of Use Tnstatlatlon Instructtons
Approved for use In liVHZ:No FL8248 R12 II 1101 327010 P4.odf
Approved for use outside HVHZ:Yes FL8248 R12 IT Track Suoplement Chart P10.ndf
Impact Reststarst:Na FL8248 R12 II WD7ambSupolementPi6 s.odf
design Pressure: -h22.90/-26.30 Verlfied By: Mark A.Sawicki FLORIDA PE 72613
Other:Glazing Is nat impact resistant and daes not meet Created by Independent Third Party: No
the requirements for wlnd-borne debrls regions. Evatuatton Reports
FL8248 Ri2 AE 8000 FBC eval 032315s.odf
Created by Independent Third Party: No
8248.2 8000J810d#1102 9'Max w(dth. 14'Max height.Glazing availab(e in top or
intermediate section.
Limits af tlse Tnstallation Znstructions
Appraved far use in FIVH2: No FL824$ R12 II 1102 327011 P4.odf
Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.pdf
Impact Reslstant:No ��824$ Rl2 IT WDIambSuoplementPl6 s.orlf
Design Pressure: +26.90/-30.80 Verifled By: Mark A.Sawicki FLORIDA PE 72613
Other:Glazing Is not impact resistanC and does not meet Created by Independent Third Party: No
the requlrements far wind-barne debris reglons. Evaluation Reports
FL824$ R12 AE 8004 FBC evai 032315s.odf
Created by Independent Thlyd Party: No
8248,3 8000/8540#1103 9'Max width. 14'Max hetght.Glazing availabie in top or
intermedlate section.
Limits oP Use ; Instaliation Instractlans
Approved for use in NVHZ:Na FL8248 R12 II 1103 327012 P4.odf
Approved fnr use outside HVHZ:Yes FL8248 R12 IT Track 5uoalement CharC P10.pdf
Impact Res3stant:No- FL8248 R12 II WDJambSut�olementPl6 s.odF
Design Pressure: +35J0/-41.00 Verifled By: Mark A.Sawickl FLORIDA PE 72613
Other:Glazing Is noC impack reslstant and does not meet Created by Independent'fhlyd Party: No
the requtrements for w3nd-borne debris regfans. Eva[oation Reports
� FL8248 R12 AE 8000 F8C eva(d32315s.odf
� Created by IndependenC Third Party: Na
8248.4 8000/8IOd#1104 9'Max wtdtfi. 14'Max hetght.Glazing availabie in top or
Intermediate seckion.
Limlts of tJse Instaltat3an Instruct�ons
Approved for use in HVHZ: No FL8248 Ri2 II 1104 327013 P4.odf
Approved for use outsfde HVHZ:Yes FL8248 R12 IT Track Supolement Chart P10.pdf
Impact Resistant:Yes FL8248 Ri2 II WD]ambSuQolementPl6 s.odf
Design Pressure: +46.OdJ-52.Od Verifled By: Mark A.5aw(ckl FLORIDA PE 72613
Other: Created by Independent Thlyd Party: No
Evatuatton Reports
FL8248 R12 AE 8000 FBC eval 032315s.adf
Created by Independent Third P�rty: Na
8248.5 �8000/8200 #112I 16`Max width. 14'Max height.Glazing avaitable tn top or
Intermedlate secClon.
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Limi#s of Use Installation InstructIons
Approved for use In HVHZ:Na FL8248 R22 II 1121 327d25 P4.odf
Approved for use outslde HVHZ:Yes FL8248 R12 TI Track Suoplement Chart P10.pdf
Impact Resistant:No FL8248 R12 II WDJambSuoplsmentPl6 s.pdf
Design Pressure:+15.34j-17.00 Verlfled 8y;Mark A.Sewlckl F�ORIDA PE 72613
Other:G�aztng is not impact resistant and does not meet Created by Independent Thlyd Party: No
the requlrements for wind-barne debris regions. Evaluation Reports
FL824$ Rl2 AE 80Q4 FSC eva(4323i5s.pdf
Created by Independent Third Party: No
8248.6� 8000f8I00#i122 � 16'Max wtdCh.14'Max height.Glaz(ng avaitable tn tap or
intermediate seCtion.
Limits af Use Installation Instructlons
Approved for use In HVHZ:No FC8248 R22 TT 1i22 327016 P4.pd€
Approved for use outslde HVHZ:Yes FL8246 R12 II Track Supplement Chart PSO.�df
Impact Resfstant: No FL8248 R12 II WDJambSupolementPl6 s.odf
Design Pressure:+23.00J-25.04 Verlfied 8y: Mark A.Sawtckl FLORIDA PE 72613
Other:Glazing is nat impack reststant and daes not meet Created by Independent Third Party: No
the requirements for wind-borne debrls reglons. EvaluaYfon Reports
' FL824$ R22 AE 80d4 FBC eval 0323i5s.odf
Created by IndependenC Third Party: No
8248.7 800QJ82Q4#1123 16'Max width. 14'Max he(ght.GlazSng ava(!ab(e in tap or
�.^ �� .M µ„_� (ntermediate sectton. � �
Limlts of Use Installation Instruct[ons i
Approved for use In HVHZ:Na FL8248 R12 II 1123 327d17 P4.adf
Approved far use outslde HVHZ:Yes FL8248 R12 II Track Suoolement Chart P10.pdf
Impact Resfstant:Yes FL8248 R12 II WD]ambSupplementPl6 s.�df
Qesign Pressure:+34.00J-33.50 Verifted Sy: Mark A.Sawickl F�ORIDA PE 72613
Other: Created by IndependentThtrd Party: No
Evaluation Reports
FL8248 Ri2 AE 8000 F8C eval 032315s.odf
Created by Independent Thtrd Party: Na
8248.8 800Qf8140#1124 i6'Max wtdth. 14'Max hetght.Glazing aval(abie In top or
intermediate section.
Limits of Use Ynstallation Instructions
Approved far use In HVtiX:No FL8248 Ri2 II 1124 327018 P4.odf
Approved for use outside HVHZ:Yes FL8248 Ri2 II Track�upplement Cha_,r�P10.gdf
Impact Resistant:Yes FL8248 R12 II WDJambSupplementPl6 s.odf
Design Pressure;+34.4QJ-38.30 Verlf�ed By: Mark A.Sawttki FL{?RIDA PE 72613
Other: Created by Independent Third Party: No
Evaluation Reports
FL8248 R22 AE 8040 FBC evai 032315s.odf
Created by Independent Third Party: No
8248.9 8400J8104#1125 16'Max width. 14'N3ax hetght.Glazing avaflab(e!n tap or
(ntermediate section.
Limits of Use Installation Instructions
Approved for use i»HVNZ:Na F�8248 R12 II 1325 327019 P4.odf
Approved for use autslde HVHZ:Yes FL8248 R12 II Track Suoolement Chert P10.odf
Impact Resistant:Yes FL8248 R12_ II WD]ambSuoolementPl6 s.odf
Destgn Fressure:+46.OdJ-52.0� Verifled By.Mark A.Sawlckl FLORIDA PE 72b13
Other: Created by Independent Third Party: Na
Evaluation Reports
FL824$ R12 AE 8QQ4 FBC evai Q323155.Qdf
Created by Independent Thlyd Party: No
8248.1Q SOOQ/$144#1141 18'Max width. 14'N3ax height.Giazing 8vatiabte in top or
Intermedlate section.
Limits of Use - Installatfon Inst�uctions
Appraved far use in HVHZ:No FL8248 R12 FT i141 327021 P4.odf
Approved for use outside HVHZ:Yes FL8248 R12 II Treck Supolement Chart P10.�dP
ImpaCt Resistant: No' FL8248 R12 II WDJambSuoplementPl6 s.pdf
Desig»Pressure:+1$.54J-20.70 Ver(fied By: Mark A.Sawtckt FLQRIDA PE 72613
Other:Glazing ts not trsipatC resistant and does not meet Created by Independent Third Party: No
the requirements for wind-borne debris reglons. �valuatian Reports
�L8248 R12 AE 8000�BC evai Q32325s.odf
Created by IndependenL'Fhird Party: No
�...,,,..._.�. .___............. ._._......____ ._....._. _.,. ._._ __
8248.11 8�00/81Q0#1142 18'Max wldth. 14'Max hekght.Giaztng availabte!n top ar
intermedtate section.
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Limits of Use Installatlon Instructions
Approved for use tn HVHZ:Na FL8248 R12 II 1242 327022 P4.odf
Approved far use autside HVHZ:Yes FL8248 R12 II Track 5upplement Chart P10.odf
Impact Reslstant:Yes FL8248 R12 TI WDJambSupplementPl6 s.odf
De&Ign Pressure:-E34.44J-38.34 Verl�ed By: Mark A.Sawtckt F�ORIDA PE 72613
Other: Created by independent Third Party: No
� Evaluatlon Reports
FL8248 Ri2 AE-8040 EBC eva!432315s.Ddf
Created by Independent Third Party: No
8248.12� 8Q00/8100#1143 w ry� 18'Max width.8'Niax hetght.Gtazing availabie fn top or
intermediate sectton.
LlmiYs of Use Installation Instructtons
Approved for use In HVHZ:Na �L8248 R12 II 1143 3270Z3 P�3.odf
Approved far use outside HVHZ:Yes FL824$ R12 II 312957 P6 8pp0-8024-8100-8124
Impact Resistant:Yes Post.odf
Deslga Pressure:+34.44J-38.30 F1824 R12 II WD1amb5upplementAl6 s.�df
Other: Verified By: Mark A.Sawicki FLORIDA PE 72613
Created by Independent Thlyd Party: No
EvaluaYion Reports
FL8248 R12 AE 8dOQ F8C evat 032315s.adf
Created by Independent Thlyd Parly: No
8248.13 8000J8100#1144 28`Max wtdth.8'Max he(ght.Giazing avattabie in top or
Intermedlate secYlon.
LFmits of Use InstaRatlan Instructlons
Approved for use in HVHZ:No FL8248 R12 II 1144 327024 P4.odf
Approved for use outside HVHZ:Yes FL8248 R12 TI 312957 P6 8000-8024-8100-8124
Impact Reststant.Yes Post.odf
Design Pressure: +46.00j-52.00 FL824$ Ri2 II WD7ambSupolementPl6 s.odf
Other: Verifled By: Mark A.Sawfcki FIORIDA PE 72613
Created by IndependenC Th1rd Party: No
Evatuatton Reports
' FL8248 R12 AE 8000 FBC eval 032315s.odf
Created by Independent Thlyd Party:No
8248.14 8000/8100/8200#1100 9'Max width. 14'Max height.Glazing avallable In top pr
lntermedlate sectlon.
timits of Use Installation Instructions
Approved for use in HVHX: No FL8248 R12 TI 1100 329468 P4.pdf
Approved for ase autstde HVHZ:Yes FL8248 Ri2 II Track Suoolement Chart PSO.pdf
Impact Reslstant:No FL8248 R12 II WD7ambSuool�mentPl6 s.�df
Design Pressure: +15.90/-18.20 Verifled By: Mark A.Sawicki FLORIDA PE 72613
Other:Giaztng!s nat impact reststant and does nat meet Created by Independent ThErd Party: No
the requirements for wind-borne debris regions. Evaluetion Reports
FL824$ R12 AE 8000 FBC eval 032315s.odf
- Created by Independent Third Party: No
824$.15 �8000/8100/8200#1120 16'Max width. 14'Max helght.Glazing avallable in top or
fntermedtate sectton.
Limits of Use Installatton Instructians
Approved for use in HVHZ: No FL8248 R12 II 1120 327014 P4.odf
Appravad for use ontside hiVHZ.Yes FL8248 R12 II Track Sunptement Chart PSO.pdf
Zmpact Resistant:No FL824$ R12 II WD7ambSuovlementPl6 s.pdf
DesPgn Pressure: +12.40/-13.80 Verifled By: Mark A.Sawicki FLORIDA PE 72613
Other:GtazSng fs not ImpaCC resistant and daes noY meet Greated by Independent 7hird Party: No
the requirements for wind-borne debr(s reglons. Evalua#ion Reparts
FL824$ R12 AE 8000 FBC eval 032315s.odf
Created by Independent Third Party: No
8248.16 8000/8300/8200#1140 18'Max width. 14'Max helght.Glazing available In top or
lntermedlate sectSon.
Limits of Use Instailation Instructlons
Approved far use in HVHZ: No FL8248 R12 II 1140 327020 PA.odf
Approved for use autside HVHZ:Yes FL8248 R22 II Track Suppiement Chart RIO.pdf
Impact Resistant:No' FL8248 R12 II WD7ambSupolementPii s.odf
I Design Pressure:+12.40/-13.80 Verffled By: Mark A.Sawlcki FLORIDA PE 72613
Other:Glazing ts not impact reslstant and daes not meet Created by Independent Thlyd Party:No
the requlrements for wind-barne debrls reg(ons. Evatuation Reparts
FL8248 R12 AE 8000 FBC evel 032315s.odf
Created by Independent Third Party: No
Badc Naxt
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' City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �t<���'l.� �-QG' �� `
Date Received: � l g--r�
s�te: ��'� `��- �'��
l � � �
Permit Type: �C � x- �
.
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
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This comment sheet shall be kept with the permit andJor plans. �
% � `� �/�
Kalvin Switz ' ans Exanuner Date Contractor and/or Homeowner
(Required when comments are present)
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