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rioiiroii City of Zephyrhills PERMIT NUMBER
G'$-- - 5335 Eighth Street
Zephyrhills, FL 33542 BAR-000880-2020
Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 10121/2020
Permit Type: Add/Alter (Residential)
Property Number Street Address
12 26 210020 01100 0441 39042 7Th Ave
Owner Information Permit Information Contractor Information
Name: ROBERT&LOLA MORRIS Permit Type:Add/Alter(Residential) Contractor: WEST SHORE HOME
Class of Work:Add/Alter Residential
Address: 39042 7Th Ave Building Valuation:$2,505.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 (f
Phone: (813)782-0048 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00
Total Valuation:$2,505.00
Total Fees:$78.78
Amount Paid:$78.78 �I
Date Paid:10/21/2020 1:58:34PM
Project Description
REPLACE 2 WINDOWS S/S
Application Fees
Building Permit Fee $52.52 Building Plan Review Fee $26.26
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 subsequent reinspection.
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 permit 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 add fee Must Accompany Application.All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
,q)QgL4,)&�
CONTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN.6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
E13-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
, I
Building Department
Date Received 1 /12/21 Phone Contact for Permitting 727 ) 205 -- 1957
iAAI*&2Aa lE7ElE.
Owner's Name I Morris, Robert Owner Phone Number
Owner's Address 39042 7th Ave Zephyrhills FL 33542 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 39042 7th Ave Zephyrhills FL 33542 LOT# 44
SUBDIVISION MYinglings PARCEL ID# 12-26-21-0020-01100-0441
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTR B ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE xx SFR Q COMM = OTHER \
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL
DESCRIPTION OF WORK remove and replace 2 windows sz/sz ii— (Q 1
BUILDING SIZE SQ FOOTAGE HEIGHT
®BUILDING $2391 VALUATION OF TOTAI(CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $
MECHANICAL VALUATION OF MECHANICAL INSTALLATIONY f� V
$
=GAS = ROOFING Q SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY WeS Shore Home
SIGNATURE REGISTERED Y YN FEE CURREN Y/N
Address 3845 ateway Centre Blvd#300 1 License# CRC1331959
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N I FEE CURREN I Y/N
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN
Address License#
_11-11xE i.l..Ii!1I-li.va i.IE,i 11 Z-11 11 11 9-11-11 s E_E II If i 1[-1[11 6_II.g ix_8 II ut!.i i!_!1t E ti#>f m _iI_a x a-z it 61 i Li II at
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 Forns.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans wl Silt Fence installed,
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 Attorney(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(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
813-780.0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive
than County regulations.The undersigned assumes responsibility for compliance with any applicable 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 specked 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 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 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/WastewaterTreatment.
- 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 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 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 PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT,
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to(or affirmed)before me this c' nd swom t (o affirmed)ee me this
byhv
Who is/are personally known to me or hasthave produced o islar_ rsonally nown has/have produc
as identification. I as identification.
Notary Public (111111 Notary Public
Commission No. Commission o. \ 0. 5 OR
ON
Name of Notary typed,printed or stamped Name of Notary typed,45nted a a06d •• Z
`tea N
Z y•, #iHH 061913
S
�09•••o�O0ded Ih111�m ••���
In InsUss�. •p�`��
////*1;,4/C ST 0����
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,. EN:WES_,-'T. -St-H,
WIN tip,,
#OF INSTALLERS NEEDED: CUSTOMER:��f�� �61�Y.x �/t"/OFY/e7 TECH:
DAYS TO COMPLETE- ADDRESS: , CO 7 �6 U e cf. �l
a a sfrT
r / x
x
x
x
x
x
x .
x
x
x
x
x
x
x
x
Type of tear out ✓'/ �
Any mullions being removed Yes No
Will shutter/blinds fit again ❑Yes 0 No
Bays/Bows
-Roof or soffit tie in
-Supports or brick underneath?Condition?
-Need jamb depth&projection{degree )
-If in brick extend jamb to brick
-Exterior opening size
-Shoemold
Changes Made ❑Yes 54qo
NOTES:
Generalized Building Schematic
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Florida'_
Product Approval
USER:Public Us_er:dr
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Product Approval Menu>Product or Agplicatlon Search>Application List>AppHcation Detail
e' -�,,n [ •,r rs FL# 1`1-28486-112
~o" grfy;y�+ws� i•P�. Application Type Revision
Code Version 2020 a
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the'Commission If necessary.
i
Comments
Archived
i
Product Manufacturer Regency Plus Inc
Address/Phone/Email 2000 Locust Gap Highway j
Mount Carmel,PA 17851
(570)339-3374
tony@cwbyrpi.com !
Authorized Signature Tony Procopio
tony@cwbyrpi.com
Technical Representative Tony Procopio
Address/Phone/Email 2000 Locust Gap Hwy
Mount.Carmel;PA 17851
(570)339-3374
tony@cwbyrpi.com
Quality Assurance Representative
Address/Phone/Email
I
Category Windows
Subcategory Double Hung
Compliance Method
p Certification Mark or Luting
• i
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
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Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
Equivalence of Product Standards
Certified By
I
Product Approval Method Method 1 Option A
Date Submitted 11/06/2020
Date Validated 11/09/2020
Date Pending FBC Approval
Date Approved 11/20/2020
Summary of Products I
FL# Model,Number or Name Description
28486.1 Series 8313 Vinyl Tilt Double Hung Series 8313.Vinyl Tilt Double Hung Window 53"x 77"Non-
K7 Window Irripact'Through Jamb Anchoring.
Limits of se . certification Agency Certificate
Approve for use in HVHZ:No FL28486 R2 C CAC NI014261-R1,pdf
Approved r use outside HVHZ:Yes Quality Assurance'Contract Expiration Date
Impact Resistant:No 16/31/2622
Design Pressure:+50/-50 Installation Instructions
Other:. 171_28486 R2 11 RPLS0076 ReA Series-8313-DH ss.Ddf
Verified By:Robert J.Arnoruso,R.E.FL License No.49752
Created by Independent Third Party:Yes
Evaluation Reports .
FL28486 R2 AE PERNo2579 Rev2 FL28486 8313 DH ss.odf
Created by Independent Third Party:Yes
77
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850.487-1824
The State of Florida Is an AA/EEO employer.CooR�right 2007.2013 State d Florida.::Privacy 5tatement::Accessibllity Statement n Refund statement
Under Florida law,email addresses are public records.If you do not want,your e-mail address,released In response to a public-records request,do'not send electronic
mall to:this entity.Instead,contact the offlce by phone of by traditional mail.If.you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(3),
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 da not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine 9 you are a licensee under Chapter 455,F.S.,please dick here-
Product ApprovalAcceptsl
Credit Card
.Safe
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REGENCY PLUS, INC.
SERIES .8313 VE1TYL TILT DOUBLE HUNG WINDOW
INSTALLATION ANCHORAGE DETAILS
NOTES:' O
1. THE PRODUCT SHOWN HEREIN IS DESIGNED Mo&U UFACTUREOTO COAUrLYWTTHREQUiREMENTS OF THE OURRENTFLORIDA BUOAING CODE C
WIDTH
EXCLUDINGTHE HIGHVELOCTTY HURRICANE ZONE(HVH4
C
53" MAX. FRAME ID1H '� 2. W..IRMIING.ZXW000 BUCK.MET/LLFRAMWOANO CONCRETE!MASONRYOPEMNGTO BE OESIGNEDANOANCHOREOTO PROPERLYTR-481-1 ALL
LOADS TO STRUCTURE,FRAMING'AND CONCREtE#MSONRY OPENINGISTHE RESPONSIBBAYOF THEARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER CONCRETEMAsoNRY is OPQONAL:WHERE iXSUCKS ARE USED.INSTALLATION ANCHORS WILL PASSTHROUGH WINDOW FRAME AND IX
BUCK tt4TOCONCRETERAASONRYSMWRATE.WHERE IXBUCKtS NOT.USED,INSTALLATIONANCHORSWIILPASS.THROUGNWINDOW FRAME INTO .
CONCRETEIMASONRY SUBSTRATE DiSSIMILARMATERWLSMUST BE SEPARATEDWRH APPROVED COATWGOR MEMBRANE.SELECTION OF COATING OR
MEMBRAINEISTHERESI' 1111TIYOFTHEARCHTTECTORENOINEER_OFRECORD, +-
4, THEPRODUCT SHOWN HEREIN HAS BEENTESTEDTO THE FOLLOWING.' p ^U
4,1. PA
10/1I. WA440-I1.SEETEST REPORT NO,NCTL:IIB•21524.2,QAMD10t1&180YNATOMCERTWIEOTESTINGLASORATORIES,YORK, C3
/ 6tt MAX. 5. MATEIUAt o n i
5.1. FRAME:EXTRUDED RIGID PVC
_ "O.Ci. {TYP.� 52. REINFORCEMENT.
52.1. GALVANIZED STEELTUSE-TOP RAIL OF SASH AND INTERIOR MEETING RAIL t3 a0 2
LJ.I S2.2 USHAPED GALVANIZEDSTEEL-BOTTOM RAILOF SASH AND EXTERIOR MEETING RAIL fir•ifl0 m N
F
_ 6. GLAZING:
&I. GLAZING DETAILAS TESTED:22.tmm(0.8T0?NOMUMLOA IGU COMPRISED OF2 LRESOF3mm(0.11SITEMPERED GLASS AND 16MmaO{O.b32"} a.U' "J per .. .
LLI STAINLESS STEEL SPACER(TYPE SS-D INTERIOR GLAZEDAGAiNSTAMLEAFDUAL OUROMETER BACKBEDDINGAND A SNAP-IN(2}LEAF DUAL v N w
DUROMETER RIGID NNYLGLAZING BEAD. zg
62. AS TESTEDGLAZING MEETSASTME130009s FORTHEDESIGNCONOfiONS SHOWN IN THiSPRODUCTAPPROVAL.DOCUMENT. Utz
6.3. ALTERNATE GIAZINGMEETINGTHE REQUIREMENTS CFAAMAIWDI:WCSAt01BS.ZJA440SHILLL.SEALLOWEDPERASTAf E1300 INNON4WHZ �OT�".T.Zp
T. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR INS I>J20DUCTINWWDBORNE DEBRIS REGIONS,
9-3/8r' MAX, a REQUIREDSNtU AS ALLOWABLE AT EACH
CHINSTW LATIONANCHORWITHLOADBEARINGSHIM.SHIMWHERESPACEOFV16'ORGREATEROCCURS.MAXIMUM 0� 3
X a
/ O,C. {T1(p,) B. FQRARETE.INTO MINIMUM
QNRYUSEaNCFMINIMUDTAPCONSWTINSUFFX:IENTLERGTHTOiMUM E Ai1.TAN F_LoCABEOMEHORSA N
j/ CONCRETELEVA4ONSAND3UMEDGE IONDNTA.ANDNCRO MUMEMONS HAVE
-&r TOLERANCE.
WRH7!M3NLMllM E.O1STftNCE.LOCATEANCHORS AS
SNOWNtNC-L.EVATfONS AND INSTALLATION DETAILS,ANCHORIOCATIONS NAVE+b 1•TOLERANCf_ `
fj MAX. 10. FORANCHORIHT3 WT01Yt}OD FRAMtNfiIXt?X SUCKUSE ItB FRATHEADWOOD SCREWSWLTH SUFFICIENT ACHIEVE A i 3lB•MINIMUM
» WIf1A
/ EAIBEOMENT INTO SUBSTRATE WITH 3,V•MINIMUM EDGE DISTANCE,LOCATEANCHORSAS SHOWN IN ELEVATIONSAND INSTALLATION DETAILS.ANCHOR
OLyPO.C. { .\ LOCATIONS NAVE+f-1•TOLERANCE: RobanJ.Am w.P.S.
j L.L Fl,"a P.C.No.40752
11. FOR'ANCHORING INTO METAL STRUCTURE USE 610 FLAT HEAD SMS OR SELF DRILLING SCREWS WITH SOFRCEHT LENGTH TOACHIEVE 3THREADS Igtu+eoi..
-MINIMUM BEYONDSTRUCTURE INTERIORWALLWLTH 314-NIIMUMEOGE DISTANCE,LOCATE ANCHORS ASSHOWN W ELEVATIONS MO INSTALLATION � yPNE$•I.IZ
DETAILS.ANCHOR LOCATIONS HAVE+/-t"TOLERANCE.
t2 ALLFASTENEI.I I-CORRWA.11RE313TANT, z DA 49752 .o,
13. RISTAUATION ANCHORS SHALL BE INSTALLED INACCORDAHCRWITH AxaHORNwiuFACTttRcrra ms'nnttwnoN IN2TRUCTIONS AND ANCHORS SHALL ="a
NOT BE USED in5UISTBATESWITHBTREHOTHSLE33THANTHE44NiMUMSTRENGTHSPECIFIEDBELOW: 9: BTA E'oF w
ELEVATION
131. WOOD-MINIMUM SPECIFIC GRAVITY OF G-0.42o<,ORtp�•:�
EXTERIOR VIEW
i33.3. MASOONRRY-STRELGTHCONFOR CONFORMANCE TO ASTMC?hED1UMWEIGHTWITHDENSI7Y>117PCf PSI '�'�!,sNA�Ec.�`
NOTES: 1
3.4. METALSTRUCTURE:STEEI.L80A ro9N2B-A33lCSIORALUMINUM G9W.TSa648-TIIJCKMINIMIIM
1.MAXIMUM TOP SASH SIZE:49.06r X 37.188;MAXIMUM BOTTOM SASH SIZE:50•X 3r Digitally_Signe(
2.MAXIMUM TOP SASH'D.L.O.:45.563'X 33.376";MAXIMUM BOTTOM SASH D.L.O.:46.813"X 33.188" (D i�0i�ert'J.
3.0.93B'X 0.25"WEEP HOLE AT I'FROM EACH END OF EXTERIOR SILL FACE. Y
4 TAB
1.27"X 0.3"WEEP HOLE AT 3.625'FROM EACH END OF EXTERIOR SILL FACE: AtliorU$Or,P.E.
5:0,375'X 0.375"WEEP HOLE AT EACH END OF INTERIOR SILL TRACK. AB NT NT
TLE OFCONTENT Date:2O18a 1.:
SHEET DESCRIPTION 1 0:45:00-051OC
1 ELEVATION,,ANCHOFUNG AND NOTES DESIGN PRESSURE RATING(PSF) IMPACT RATING' PTC Product Daegn croup.
2 INSTALLATION DETAILS POR-SM775
+60.01.50.0 NONE' 1.009"Od FL12752.07T!
3 BILL OF MATERIALS 3z1890478B,Inf6@PIaWOp.
FHPE Ca0fxnlu at AuOO WA
Nn.25935.
MIN..EMBEDMENT.
INTERIOR SEE NOTE 5 THIS o
i/HI SHEET'. cb
INSTALLATION SUBSTRATE HEAD BEDDED IN S MAX.PACE INSTALLATION ANCHOR. WOOD
•
4' 111
SHIM
BY OTHERS. SEE NOTES. SILICONE.SEALANT SCREW SHOWN. SEE NOTE 5 w
1 TO 3 THIS SHEET. _ THIS SHEET FOR ANCHOR TYPE'
•REQUIRED.
a.
I I[]U 1/4" MAX.
SHIM SPACE MIN.,EDGE
PERIMETER SEAL d DISTANCE."SEE
BY OTHERS NOTE 5 THIS
SHEET.
O � t3
�t____� g5
o
INSTALLATION SUBSTRATE Z W "
EXTERIOR
PERIMETER SEAL BY OTHERS. SEE NOTES 1
BY OTHERS TO 3 THIS SHEET.
WINDOW WIDTH z a a
tiy¢m�u to
HORIZONT&L (JAMB) CROSS SECTION "�
WOOD FRAMING.,'2X WOOD.BUCK, .19' 10
EXTERIOR INTERIOR CONCRETE/MASONRY OR METAL FRAME, y 1��
APPROVED x M N5
WINDOW ,. �.up v
HEIGHT INSTALLATION NOTES: Z
Sz
1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOIMNM
1.1. WOODFRAMING.
12 STEEL STUD FRAMINGAND w
la CONCRETE ANDIOR MASONRY
2. SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADSTO to
STRUCTURE,FRAMING AND CONCRETEI6MSONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT
6 'OR ENGINEER OF RECORD.
3. IX BUCK OVER CONCRETENMNRY IS OPTIONAL•WHERE IX BUCK IS NOT USED,DISSIMILAR Rob�d3.AmO C P
ry MATERIALS MUSTER SEPARATED WRHAPP3{OVED COATtFiG OR MEMBRANE,SELECTION OF COATING OR fon .40752
IL(J MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.,
4. SHIM AS REQUIRED ATEACH INSTALLATION ANCHORWITH LOAD BEARING SHIM.SHIM WHERE SPACE OF
•I 1/16"OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE vn-. `�a@t�L"I 'YF•.�G:
SILL BEDDED IN N i Z.
9i62 ilo
QD SILICONE SEALANT 5, SUBSTRATE ANCHORING MEMOOS: �w'
PERIMETER SEAL 5.1. FOR ANCHORING It3To CONCRETE1NwSONRY USE3J19'FLAT HEAD TAPCONS WITH SUFFICIENT
U2 3'd �
BY OTHERS �RC� i LENGTH TOACHIEVEAI •MINIMUM EMBEDMENTINTO CONCRETE WITHII/5'MINIMUM EDGE
DISTANCE AND I'MINIMUM EMBEDMENT INTO MASONRY WITH 2"MNXMUM EDGE DISTANCE-LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE•/-I'
TOLERANCE. _
INSTALLATION SUBSTRATE Di itail i
BY OTHERS. SEE NOTES 1/¢" MAX.] 52. FOR ANCHORING N70WOOD FRAMING OR2X BUCK USE#10 FLAT HFADWOODSCREWS WITH �. t,y.sne
.g
1 TO 3 THIS SHEET. SHIM SPACE SUFFICIENT LENGTH TO ACHIEVEA13t8'MINIMUMEMBEDMENTINTOSUBSTRATEWITH3JA'MINIMUM byROL7eTti.
EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
ANCHOR LOCATIONS HAVE+/•1'TOLERANCE. ATTIOTLI5o,P.E.
5.3. FOR ANCHORING INTO METAL STRUCTURE'USE#1OFLAT HEAD SMSOR SELF DRILLING SCREWS Date:201&.11.
WITH WITH 3w MINIMUM. DGEDISTANCE. CATh EANCHORS MINIMUM HOWN IN ELEVA BEYOND TIONS IONS AND URE TOR WALL .10-44:42•6510(
INSTALLATION DETAILS;ANCHORLOCATIONS HAVE+t I'TOtERANCE.
VERTICAL CRASS. SECTION. P1D PIoa,a OesagA cmuP,
WOOD FRAMING. 2X WOOD BUCK. B. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY, POB"525r75
CONCRETE MASONRY OR METAL FRAME twg"O.FL32752-077
/ APPROVED T. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED ANWOR SPECIFIED IN ACCORDANCE WITH F2BPECCIW=te11 o
A$TM E211Z No.25935
WEST SHORE
WINDOW
MEASURE
•
#OF INSTALLERS NEEDED: vZ 7 7o CUSTOMER:L"a a � b'r� �/J �/1 /
f �/ "l 0 r v/5 TECH: �!! 1 L� /C'
DAYS TO COMPLETE: ADDRESS: 7 e L /!
LOCATION QUANTITY WIDTH
x
x
x
x
x
x
x
x
x
x
x
x
x
x
Type of tear out ✓'/ ��
Any mullions being removed Yes No
Will shutter/blinds fit again Yes ❑ No
Bays/Bows
Roof or soffit tie in
Supports or brick underneath?Condition?
Need jamb depth&projection(degree )
-If in brick extend jamb to brick
Exterior opening size
Shoemold
Changes Made ❑YesNo
NOTES:
-3/30/2021 Pasco County Property Appraiser
Generalized Building Schematic
`16
8 FSA01 s-
18 16
26 BAS01 26
roo
15 V. 19,
4
FOpoi
4 4 :
https://search.pascopa.com/sketch.aspx?pid=274004&bid=274004 1/1
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BCiS Home Log,In i User Registration Hot Topics i Submit Surcharge Slats&Facts Publications Contact Us I BCIS Site Map' Links I Search
Florida .
Product Approval j
USER;Public User rj
Product Approval Menu>Product or ARplicatlon Search>egplicatlon List>Application Detail
1! s �!S :��„Jx;,it 1FL FL28486-112 1
Application Type Revision cx-�
Code Version 2020 a v
Application Status Approved j
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission If necessary.
Comments
Archived II
Product Manufacturer Regency Plus Inc f
Address/Phone/Email 2000 Locust Gap Highway
Mount Carmel,PA 17851 j
(570)339-3374
tony@cwbyrpi.com i
i
Authorized Signature Tony Procoplo
tony@cwbyrpi.com
Technical Representative Tony Procoplo
Address/Phone/Email 2000 Locust Gap Hwy
Mount Carmel,PA 17851
(570)339-3374
tony@cwbyrpi.com
i
Quality Assurance Representative
Address/Phone/Email
j
Category Windows
Subcategory Double.Hung
I
t
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&.Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard year
AAMA/WDMA/CSA 101/I.S.2/A440 2011 j
i
Equivalence of Product Standards it
Certified By
I
Product Approval Method Method 1 Option A
Date Submitted 11/06/2020
Date Validated 11/09/2020
Date Pending FBC Approval
I
I
Date Approved 11/20/2020
Summary of Products
FL# Model,Number or Name Description
28486.1 Series 8313 Vinyl Tilt Double Hung Series 8313 Vinyl Tilt Double Hung Window 53"x 77"Non- i
WIndow Impact Through Jamb Anchoring.
Limits of se Certification Agency Certificate
Approve for use in'HVHZ:No FL28486 R2 C CAC NI014261-Ri.pd�
Approved- r use outside HVHZ:Yes Quality Assurance.Contract Expiration Date
Impact Resistant:No 10/31/2022 i
Design Pressure:+50/-50 Installation Instructions
Other: FL28486 R2 it RPLS0076 RevO Series-8313-DH ss.pd
Verified By: Robert I Amoruso,P.E.FL License No.49752 ,
Created by Independent Third Party:Yes
Evaluation Reports
FL28486 R2 AE PERNo2579 Rev2 FL28486 8313 DH ss.edf
Created by Independent Third Party:Yes
I
Zack Next
I
'Contact Us::2601 Blair Stone Road,Tallahassee Fl.32399 Phane:850.487-1824
The State of Florida.Is an AA/EEO employer.Copyright 2007.2013 State of Florida.::Prlvaa Statement::Aacessibliity Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail 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 mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012i 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 can be made available to the public.To determine if you are a licensee under chapter 455,F S.,please click h1 rL.
Product Approval Acceptsi,
Credit Card
Safe
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REGENCY PLUS, INC, m
p
.SERIES 8313 ��it111��L TILT DOUBLE FEUNG WI]110QW
INSTALLATION ANCHORAGE DETARS �
W S
1. THE PRODUCT SHOWN HEREIN RDESIGNEDANDTJANUFACTUREOTO COMPLY WITH REQUIREMENTS OF THE CURRNMFLORB1A BUILDING CODE
a
EXCLUDING THE HIGH V ELOCRY HURRICANE ZONE(HVH4
53" MAX. FRAME WIDTH 2. WOODFRANIM.7XWOODBUCKMETAL FRAMWGANDCOUCRETOMASONRYOPENINGTO UEDE5IGNEDANDANCIWREDTOPROPERLYTRANSFER ALL
LOADSTOSTRUCTURE_MUM AND CC"CRETEIMASOTFtYOPOUNG ISTHE RESPONSIBO.HY OF THEARCHRECT OR ENGINEER OF RECORD. Cd
3. IX BUCK OVERCONCRETOMASONRY 1S OPTIONAL WHERE 1XBU(XSAREUSED.INS ALLATIGNANCHORSWILL PASSTHROUCN W4iDOW FRAMEAND,X
M=NTOCMOOWTOMASONRYSfJBSTRATEYRtME IXBUtX LSHOTUSEO.04STA33ATIONANCHORS WILL PASS THROUGH WINDOW FRAME INTO
CCt4CREi YSUBSTRIITEOLSS*ALARMATERIALS MUST BESEPARATEDIRITHAPPRAVEOCOATMGOR MEMBRANE SELECTION OF COATING OR
MEUBRAHE IS THE RESPOa61at7TYOFT EARgiRECTOR ENGINEER OF RECORD.
. HERON
4. THE PRODUCMAICSA ItE[=A&UITL,SE TEST ROTHEFOLLOWtNG _ 0 �"'6--y� O
4.1. PPAUNNIOMAICSA,OtILS?tAiJOd,.SEE TESTR£PORLNO.NCTLA. -1,D2T524.2,DATED.10"6"BDYNATIOMCERPREDTESTWGLABORATORIES.YOW ZW, lY
6 MAX. S. ALA3ETWIL V,z a S
5.1 FRAME_EXTRUDED RlGtD PVC _ZQ
O.C. (TYP.) 52. REMFORCEUENT_
52.1- GAWANIZ{D,STEEELTUSE-TOP RAIL OF SASH AND INTERIM MEETING RAIL. z =Q.
cd
W 522 U-SHAPED GILLVANREOSTEEL.RO770M RAIL OF SI\SFIANOEXTERIDR MEETMCi RAIL yx�m_Z m"T 1
2 6. GLAZING: J Od D ppG7 m xg ua z+
LL! 6.t• STGLAZING
N NESSISTE LSPACER YPPEESS44INT7ERORGLGLN.E GAMSTA trU C A(22HEAFFOUALDURROSEDCF2UTES OF MET RSACKBBE�O OINGAH A (22KEAFCLASS AND (FDUAUAL V JV 3 H
DUROAMIER RIGID VINYL GLAZING DEAD, Z, F
62. ASTESTEDGLAZING LIFTS ASTM E1900-09e FORUM DESIGN CONDITIONS SIWNM IN THIS PRODUCTAPPROVAL DOCUMENT. W L1
Q 6.3. ALTERNATE OU1aNGMEETNGTHE P&IDUU ASS(SOFAALW4WMIVCSA,O,ILS21M40SHALLBEALLOWEDPERASTM EI300INNONOW 0 O Q>JZ
to�z g
T. APPROVED IMPACT PROTECTOfESYSTEM IS REDUUUil1 FOR THISPRODUCTN WIND BORNE DEBRIS REGIONS
QQ 6. SHIM AS RT:OUREOAT,EACH INSTALLATIONANCHORWITHLOAD(MAILING SHBLSHIM V ERESPACEOF VIWORGREATELOCCUA£&WWUM yW
j 9—'3f U" MAX. ALLOWABLESIRMSTACKTOSE,N'. W
/j O.C. (TYP.) 9. FORANCHORNO INTO CONCPEfEMASONRYUSE3116-FLAT HEADTAPCONSWRH SUFFIGENTLENGTH TO ACKMA I IM MINIMUM EMBEDMENT 100 W
CONCRETEWHII I tV 6UN2"I EDGE DISTANCE AND T'MMMM EMBEDMENT INTO MASOrRYWITHr MINIMUM EDGEOISTANCE LOCATEANCNIORS AS vl
/ SHOWN IN ELEVATIONSAND INSTALLATIONOETA=ANCHOR LOCATIONS NAVE+F Y TOLERNCE
/ 6" MAX. t°' mBEDA INTO SUBSTRATE WITH 3WMINNWAI EDGE DISTANCE.L�OCA ANCCHO�RSASWSN VNOL NI EIVA�WSA DINST�AIO DNS DE'P ANCHOR
/ O.C. (T1 1 P.)' LOCATIONS HAVE 0-V TOLOVA E: - . Ro6mtJ.A"We=.P.E. .
11. FORANGHORWG INTO UETALSTRUCTURE USE 410FLATWEADSUSORSELF OaWNGSCREWS WITH SUFFICM10 LENGOMTOACMEY+E ZYMEADS FIMd P.E.Na aC762
A1021R1UM(iEYONDSTRUC,URE U4TERIORWALI.WTLH3M•AfOtUJUAi EDGEfTiSTAN1:E.LOCATEANC110RSASSHOYH4N ELMMON1SANDNSTALLATTDN .ptlL lAb1E$ n�y�
DETAIL&ANCHORLOCATIONIS HAVE 41-rTOLERANCE, �:uQ3_,.�eeN oy•
12 ALL FASTENERS TO BE CORROSION RESISTANT. w* �•N 49752 'O*�
t3 RIS7AL1AT10NA14t7tORSSHALteE OESTNLED WACCOLtDANCEWTDiANt7WRNANUPADYNRERS tNSTAt1ATiDNMS,RUGTIONSANOAHCHORS9WLR r E.O S
L INOT REUSED IN SUBSTRATES WITH STRENGTHS LESS THANTHE MINIMUM STRENGTH SPECIFIED BELOW:_. '+•�;
ELEVATION �T, 13a.8. cCONCRETE-u i COGu��MFSTPZMYHOF25COPs1 °,FS•At pp�p•••6�,`•
EXTERIORVIEW 13.3. MASONRY,STRENGTH(:ONFORMANCETOASTM C4)0.NEOIUMWEGHTWLTHDENSRY>117PCF `tsT+Oxt i d
NOTES: 13.4. IJETALSTRMTUFRE:STEEL IBGAN6.BL287.33KSIORALtATB6LflL166Gi.T57 A4rTH CRUWUR M ,L
1.MAXIMUM TOP SASH SIZE:4SIMST X 37.186-MAXIMUM BOTTOM SASH SIZE:SW X 37- Digitally.Signed
3.0.MAXIMUM
BMX 2V WEEP HOLE AT V FROM EACH END OFIUEXTERIOR SILM BOTTOM L FACE D.L.O.-.4&813�X �
2. 33188 by Robert J.
4,1.27'X 0.3'WEEP HOLE AT 3.62S'FROM EACH END OF EXTERIOR SILL FACE.
5.0.375'X 0.375'WEEP HOLE AT EACH END OF INTERIOR SILL TRACK. -•• Amoru$O,P.E.
TABLE OF CONTENT Date:2015.11.21
SHEET . DESCRIPTION 10-45:00-05'OT.
1 ELEVAMON.,ANCHORING AND NOTES ' DESIGN PRESSURE RATING(PSF) IMPACT RATING' PTc Product oosym c oup.LLG
2 INSTALLATION DETAILS Po O NONE Bo>M775
Lm
+50.01-SOL9■om.FL32TS2.0"S
3 BILL OF MATERIALS 321.E-1788 bwm« px*m i
' iaPECaNSmmotAutrodr48on�
. NoMWS
MIN. EMBEDMENT.
oll INTERIOR SEE,NOTE.5 THIS o
1/4" MAX. SHEET.
INSTALLATION SUBSTRATE HEAD BEDDED IN SHIM SPACE INSTALLATION'ANCHOR. WOOD $
8Y OTHERS SILICONE SEALANT III SCREW SHOWN. SEE NOTE 5''THIS SHEET.SEE NOTES 'jam REQUIRED
THIS SHEET-FOR ANCHOR TYPE x
1 TO 3. .
I a.
C10� 1 j4" MAx
SH►M'SPACE MIN.'EDGE
PERIMETER SEAL �13—ti_I DISTANCE.,SEE '
BY OTHERS n NOTE 5 THIS
QO o7 0
M
0
INSTALLATION SUBSTRATE z m £'
D EXTERIOR PERIMETER SEAL BY OTHERS. SEE.NOTES 1 3
BY OTHERS TO 3 THIS SHEET.
DID
WINDOW WIDTH z =Q cd N
yxQmw Z ' I
NOR17ONTAL (JAMB) CROSS SECTION
WOOD FRAMING.2X WOOD.BUCK, a '-$o
EXTERIOR INTERIOR CONtXiETEjMA40NRY OR METAL FRAME z H 5�_Fg
WINDOW APPROVEDw V
HEIGHT w Q ~
[NSTALlATKEN NffTES:
1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: �1
I'll WOOD FRAMING
12 STEEL STUD FRAMINGAND, W. .
la . C04CREMANDIORMASONRY
w
2 SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER"ALL LOADS TO N
STRUCTURE FRAMING AND CONCRETEIAULSONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT
OR ENGINEER OF RECORD. .
3. IX DUCK OVER CONCPETEIMASONRY 15 OPTIONALWHERE IX BUCK IS NOT USED,DISSIMILAR i Rob8dJ.Anwuso.P.E.
MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR FBMa P.0 No.497S2
MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.,'
teNHgJlI
U
4. SHIM ASREDWREDAT EACH INSTALLATIONANCHORWITH LOAD BEARING SHIM.SHIM WHERE SPACE OF e�",omji%1110'OR GREATER OCCURS.MAXIMUM ALLOW /4'ABLE SHIM STACK TO BE I .
SILL BEDDED IN N 40752 moo-
�D _ SILICONE'SEALANT S. SUIDSTRATEANCHORINGMEIHODS: !R +`
PERIMETER SEAL 5•1. -FORANCHORtNGMMCONCFErESMA RYUSEat/8"FLATHEADTAPWNSWTTHSUfnCWAT "'•0� 'R,.
0 G9; BTA OF 4J,:
BY OTHERS 1 LENGTH TO ACHIEVE A 1 UY MINIMUM EMBEDME NT INTO CONCRETE WITH 11/3'MINIMUM EDGE O• 2
t DISTANCE AND Y MINIMUM EMBEDMENT INTO MASONRY WITH r MINIMUM EDGE DISTANCE.LOCATE -�y;Fs`
ANCHORSAS SHOWN INELEVATIONSAND INSTALLATION DETAILS.ANCHOR LOCATIONS RAVE•/-1' '4yS40 n'XgdO�:
TOLERANCE
INSTALLATION sUBSTRATE Digitally Signed
BY OTHERS. SEE NOTES 1/4" MAX. $2- FORANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 FIAT HEAD WOOD SCREWS WRH
1 .TO 3 THIS SHEET. SHIM SPACE SUFFICIEW LENGTH TO ACHIEVE A I 3/r MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3f4-MINIMUM byk6b tJ.
EDGE DISTANCES.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAO.S.-
- ANCHOR LOCATIONS HAVE X-N TOLERANCE. ATTiOTUSO/P.E.
&I _ FOR ANCHORING INTO METAL STRUCTURE USE 810 FLAT HEAD SMS OR SELF DRILLING SCREWS Dit2:2018.11.21
_ W ENEtlu ACHIEVE 3 THREADS MINIMUM
EATUNDIORwau
wT 3WM MME DISTANCE E ATE RSASSHOMINELEVATDMAND 10.44`.42-05'00'.
VERTICAL CROSS SECTION INSTALLAnONDETAILS•ANCHORLOCAnONSHAVEH-1'TOLETRMCE. PTC Pmd¢I Ocdpn c.muo,uC
WOOD FRAMING: 2X WOOD BUCK. 6. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. PO Bot 5=5
CONCRETE/MASONRY OR,METAL,FRAME 321Wo@ptccoqnaan s
APPROVED 7. P✓rREAIETERANDJOENTSEAIANTETi'OTHERST08EOESEGNEoANwoRSPE•CIFEEDENACCORDANCEWETH FOPECert�tootAwnaltatim
ASTM E2112. N.25935
BILL OF MATERIALS
0
is
Series Tech 8313 Non-impact Double Hung f Bill of Material Series Tech 8313 Non4mpact Double Hung J Bill of Material
Supplier Part Numbors Description Quanb •supplier Part Numbers Description Chianti 'v
EnergilRoyal N White lD6ol772o Master Frame(H) 2 HygradeMetats ST226.14f-0.062 Operation Sash I(W1)KeeperSashlimpact Lock Top/Heavy Robar 1 .�
Energit Royal N White 106017720 Master Frame PQ 2 Hygrademetats -107t44•0.032 Opera&*SashJ(WI)KeeperSashlBoUomlLightmbar 1 "'
Energi/Royal NWhite 1292/7750 Sash Frame(Operating Sash)/pi - 4' ProductOeslgn H-884. Screen Cup Clear 2 �.
Energll Royal N White 1282177SO Sash Frame(Operating Sash)I(W) 4 Product Design H-3190 Screen Cup Clear 2 a'
EnergilRoyal N White 106717745 Glazing Bead Stop(Operating Sashes)t(N) 4 ProductDeslgn H•808WH2 WeopHoleCair"Whtto 2
EnergilRoyal IWWhhoIO6717745 Ghuing Bead Stop{0pera0ng Sashes)/IM 2. RHProduct3 H11•661finylCement IntedockCover(Operating Sash)I Lock Sash(W) 1 +
EnergllRoyal IV White 106817747 GWIng Mall Handle(Operating Sashes)1(W) 2 RHProducts HH-66 Vinyl Cement interlock Cover(Operatlnd Sash)IKeepeiSashryh.' i
Ener it Royal N White 107317724 Pocket CoverHead I(W) 1 Amesbury/Troth 8031ty 27 lb.3 COU1984 SedeslConstant Force Balance 4
EnergilRoyal NWhita10711IMS Sash CrnorHead{KeeperSasigl(W) 1 S.IL.PiaslIe 601564001 Mail End Caps While -4
p M
Enorgi/Royal NWhiteN8017727 Interlock Cover(Operating Sashes)l(N) 2 Smith Staple JBEA80110 Stainless Steel Staples 3Bx1/2Sash(W)(H) 20 .a' o rti
EnergilRoyal N White 107017736 Sash Stop Frame Cover I(H) 2 Lindenmeyr IWOS1102Z 3UPP12-IOPS04HO X1318 X 3 Foam Block 2
O
Ene itRo at N White 107017736 Sash Sto Frame Cavar Headt i i�reatek 21300-0ODT7 .76Whbe Be�aceP 4 g n
Ene itRo at Of White 118117739 Slo edS01t 1 jamesSpringWire CS025 HunicaneGradeSpitng 4 s
Ultra•Fab W23303NWOD00 210x300 Fin Seal Pocket Cover /70T3177241 Frame Head 1 Nova ardSiQcones 02-lOit0150070C2 —Accessory Parts lnstallauonTranslucent 1
Ultra-Fab W23303NWOODO 210 x.300 Fin Seel PocketCover f1181177381 Frame Sul 1 Vision Industries 1057A.003•EW Nunieano TfC latch q d z
Ultra-Fab W23303NWOCOO 210 x.300 Fin SealSash Frame 11282177601Kee erSash 4 Vision industries 322OSS4103•EW Safe Seat Lock M
Ultra-Fab W23303NWO800 210 x300 Fin Seal Sash Frame H)1128217750/Lack Sash 4 Vision industries 8292AA03-EW Safe Seal Kee er 2 ?tx,9,12 its q ui
Ultm•Fab W233D3NW0000 210 x300 Fin Seat Sash Frame /1282/7750 l Lock Sash 1 vision industries 6987 Pivot Bars IT—Shaped Head q Co
Ultm•Fab E20T18WN2020 200 x.340 H-Bulb Seal Sash Frame QM 1282)7750 1 Lock Sash 1 Frank Lowe 21,18-8K•0.12SO32.064 Glass Setting Blocks Sash W
4T*p/SashfH) 12 _ja�a O
Uttm•Fab W2330INW000O .187x.300 Fin Seat hdedoekCamr 1 11 84 17727 IKeu Sash 1 GLF ration 112M iJ5f3rTd•Riv*tJO01275 ISashPlvotBm 72 �CJwa
Utma•Fab W23301NW0000 .187x.300 Fin Seal lateriockCover 111001772T1Leck8ash 1 GLF ration 137341 0848xO.BSOFlatWaferShoutder/Sash I Hurricane Latch 4 tJm�dra_
Ultra-Fab W112257W0000 270 xT24 Fin Seal Sash Frame H lSingle L Screen Frame 2 GLF Corporation 120376 08xIIWTekWhite/Locks 4 �
Shapes Unlknited 06516NEW792 Single Le FramoNewWhlte 3 GLF Co oration 116821 g6xt'TekWhite/Kee rs 4 =
Shapes Unlimited 065t5NEWt92 Double Frame NewWhtta 1 til.F Corporation 117595 tJ6x5i8"TeklSashfiebar .t2 �o _m
Adept 2584 TensionSprings 2 GLF Corporation 117695 66x6t8'Tek7SashRebar 12 N
Phifer 3002606 Fiberglass Screen Cloth Charcoal/60'x96' 1 GLF Corporation 120766 #8 xWCTek/Pan Head IB21anto Shoes 4 m
imperial Plastic USA EX-FLX416S43K Screens line / 4 GLFCorporation 116S0G 0Sx3WTek/Sereen Clips While 4 w
H rade,Metals CK252X260 AluminumComerK - 4 GLFCo mtian 46t768 C12x3'FiatlinstaltationSetewa 10
radeMetais ST-226d1M112 O rattn Sasht 4 Lack Sashlim aetlockTo IHea Rebut 1 Cardinal OoubioS...thT erect raver Lock Sash13.1TONSI15,BFED/3.1T 1 tmr
H radeMetals ST-187-144-0.032 Operating,SashI(W4 Lock SashIBottomILightRobar 1 Cardinal Double StrengthTem Bred eretm Lock Kee erl3.1T03661ISAFED13.1T 1
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by Robert J.
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Date:2018.11.21
10.44419_05100r
PTC Product Oman Group,LLC
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Longwood.FL 327524775
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