HomeMy WebLinkAbout23-5506Issue Date: 01/12/2023
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.
NY- M
1Z7ffPffffl,f-)Tff71—*7W1 ---
accordance with City Codes and Ordinances. NO OCCUP NCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
A,)
CONTRACTOR SIGNATURE
PERMIT EXPIRES IN 6 MONTHS V
alaL4Y M. I
PE ?,IT OFFICEV
NITHOUT APPROVED INSPECTION
0
City OfZeohvrhi|lsPermit Application
Building Department
Date Received x?_ - 2.:F5 - I Phone Contact for Permitting Vr2n W�S5 1
Owner Phone Number Ee>13
Owner's Name av-CQ4ali I -ILA
Owner's Aciclress[59LAa_22,�ftN!�� Owner Phone Number
Owner Phone Number
JOB ADDRESS Mckyl LOT#
SUBDIVISION PARCEL|D#
&P - (OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
|
| wmvcowsrn| |
��.
ADD64LT L�_J
[--|
INSTALL �—�
REPAIR
PROPOSED USE
F—1 SFR �—�
Comm [--�
TYPE OF CONSTRUCTION
F—� BLOCK F—�
FRAME [--�
DESCRIPTION VFWORK
BU|LD|WG,S|ZE
I
SQ FOOTAGE
��B�D^�
�—� ' VALUATION OFTOTAL CONSTRUCTION
[--lELECTR|O8L AMP SERVICE �—� DuKEENER6Y F—� VV.R.E.C.
[__]PLUMBING '�� kJ
� �
=MECMAw|CAL VALUATION OF MECHANICAL INSTALLATION
[--|G*S F—� ROOFING �—1 SPECIALTY F--1 OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA [--lYES NO
BUILDER COMPANY
SIGNATURE nsumrsnso [.//`m_1 pssuoenex
Address Licenoe#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED[_y`�x�] psevonnsN
Address I uoense#
PLUMBER COMPANY
SIGNATURE nsa/aTsnso _y`/_m_] rssounnsN [_y`,«__]
Address I Limyneo#
MECHANICAL COMPANY
SIGNATURE ncmsrcnco ./iN rseounns^ [_Y/N_]
Address I License #
OTHER COMPANY
SIGNATURE nso/arsnso L.YL1N_| resoonncx L�l/lN�
Address License #
RESIDENTIAL Attach (u)Plot Plans; (2)sets nfBuilding Plans; (1)set v,Energy Forms; n'O-WPermit for new construction,
Minimum ten (1O)working days after submittal date. Required nnaite.Construction Plans, Dmnnwate,Plans wvSilt 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 (1n)working days after submittal date. Required onsite.Construction Plans, Stnnn=atnrPlans wYSilt Fence installed,
Sanitary Facilities & I dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2)sets ofEngineered Plans.
~~~~pnOPERTYSURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back ofapplication, notarized
If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500)
° Agent (for the contractor) nrPower nfAttorney (for the owner) would hesomeone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy v(contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter ifonpublic medways'needs ROW
NOTICE OFDEED RESTRICTIONS: The undersigned underotandsthadthiapennitn)aybesubjeotto^deed"rostricUons"
which may bemore restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: |fthe owner has hired acontractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor in not licensed as required by |mvv, 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 tocontact the Pasco County Building Inspection Division —Licensing Section oL727-847-
8UOA. Furthermore, if the owner has hired a contractor or oontneotoro, 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
oontnactor, 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 bu|/UiDgs, or expansion of existing bui|dinga, as specified in Pasco County Ordinance nUolber8S-O7 and
90-07. as amended. The undersigned also undenatynda, 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 n1uoi be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve e 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, asmmnended): )fvaluation ofwork io$2.5OO.8Oormore, |
certify that |, the epp|ioent, 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'. | certify that | have obtained o copy of the above described document and promise in good faith to
deliver ittothe ''ovvne/'prior tocommencement.
CC)NTRACT(]R'S/OVVNER"S/\FFIDA\/IT: | 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. / certify that no work or installation has
commenced prior to issuance of permit and that all work will be performed to meet standards of all |ovvs regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. } also
certify that | understand that the regulations of other government agencies may apply to the intended work, and that it is
myresponsibility toidentify what actions | must take tobeincompliance. Such agencies include but are not limited to:
- Department ofEnvironmental Proteodon-Cypress Beyh*adm' Wetland Areas and Environmentally Sensitive
Lands, VVatan»&aatewaterTreatment,
- Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areae, Altering
Watercourses.
- Army Corps ofEnQ|neena-SeexvaUo. Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-VVe||s, VVasbavvetor Treatment,
Septic Tanks.
- USEnvironmental Protection Agency -Asbestos abatement.
- Federal Aviation Authority'Runvveya.
| understand that the following restrictions apply tothe use offill:
- Use offill isnot allowed inFlood Zone ''V^unless expressly permitted.
- If the fill material is to be used in Flood Zone ^A", it in understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by e professional engineer
licensed bythe State ofFlorida.
- If the fill material is to be used in Flood Zone ''A^ in connection with a permitted building using stem vvoU
construction, ) certify that fill will be used only tofill the area within the stem wall.
- If fill material is to be used in any area, | 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 |ohu less than one (1)
acre which are elevated by fi||, on engineered drainage plan is required.
If am the AGENT FOR THE OWNER, | promise in good faith to inform the owner O/the permitting conditions set forth in
this affidavit prior to commencing construction. | understand that a separate permit may be required for electrical vvork,
p|umbing, signs, vvd/a, poo|a, air condition|ng, gao, or other installations not specifically included in the application. A
permit issued shall be construed to be license to proceed with the work and not esauthority toviolate, nanne|, alter, or
set aside any provisions of the technical oodes, nor shall issuance of permit prevent the Building Official from thereafter
requiring ocorrection oferrors inplans, construction nrviolations ofany codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit isauance, 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 fora period not to exceed ninety (QO) 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.
d a '-4(,r all
Who is/ e or has/have produced Wh9islare -me or has/114e produced
ersonally known to
Public Notary Public
Commkm
Name ot`ffitary typed, printed or stamped' Name of NotaJj�6WWrfhtJd or stamped
Notary Public State of Florida
0,7-1a Rochelle Lincoln
ornmission
PC EXP10/30/2025
NSTR#20222623460R BK10738 PG2225 Page 1 of 1
12116/2022 10:07 AM Rcpt: 2533040 Rao: 10,00 DS: 0.00 IT: 0.00
Nikki Alvarez-Sowles, Esq, Pasco County Clerk & Comptroller
Property Identification No. 12-2&21.02W-001W-0010
THE UNDERSIGNED hereby gives notice that improvements wrill be made to certain real property, and in accordanec wit li Section
713. 13 of the Florida Statutes, the following infionnation is provided in the NOTICE OF COMMENCEMENT.
I , Description of prop
a) St Address:
2, Lett description
l, Owner Info nation
�aldescdptiow) MONY HFtGHTS WNRF('OROFf) P1 AT I OT i OFSC W%THF-,",jT'A ?I 08FTfW NORTH qh M FT OF FAST 6 000 FT Cs"
iN -qTR,FT, 7FPHYRHII I,8, FI, 3354?
SIZE FOR SUM VONDOWS TO BE INSTALLED.
a) Naure and adCIMS: GREGG WILLIAM 0 fAW 20TH STREET, ZEPHYRHILLS, FL 33W
b) Name and address of fee, simple titleholder (if other than trwiter)
ell Interest in property 100%
4. Contractor Inforination
a) Naine MW address. Room Su 7181 30th Ave N Saird Petmbur% In. 33710
h) 'TO hone No,, 727-522-MIS Fax Nils (Opt)
5. Surety Information
a,l Name and address:
b) A mount, of Bon&
c) Tclleplonce No.: —
ME10cm
a) Name and address.
2.
, Identity of person within the State of Florida designated by owner upon whom notices or other doicurnenLs may be served',
a) Name and address:
h) Telephone No, - Fax No, (Opt-)
K In addition to himself, owner designates thi; following jw.rson to receive, a copy of the, Lienors Notice as 1-wovided in Section
713.13(l) (b), Florida Statutes:
a) Name and address:
b) Tclephonc lyre.: Fax No, (Opt)
9. Expiration date of Notice of Cho ntarencement (the expiration date is one year from the date of recording unless a diffiment date is
sliecifieft
NVARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13,
FLORIDASTATTI'MS AND CAN RESULT 11N VOITR PAYING TUICE FOR IPROVVMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ONTHE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE
COMNW,NCFNG WORK OR RECORDING YOU NOTICE OF COMMENCEMENT.
SrATE OF FLOFUDA
COUNTY OF PA
' ipature 0
a: Owner si U Officca
V,
Iait
M.
a Nwm
The foregoing instrunient was acknowledged bee me this dav otAN by yy,\
(type ofauftrity, e & yet, triletc c. cy in fact) for
(nmeofpanyonbehalfof3�pminstnunpgt.,k-x bd).
as
Pm,onilIv Known — OR Produced Identification Notary sipm
Type of Identification laroduc,:kV-M!t>4Name (print)
Verificationa Pursuant to section 92.525. Floi-ida Statutes. 1'rider 1�nafties of perjury, I dcclaret that I have read the fimSoing and that the facts Mated
in it aye true to the best of my knowledge and belief'.
SMwnre Pvm� ftnmg Atmvc
'401ary pubft S�ate of Florida
Linroln
1
OAWMISVon iEfEE M 187837'
EYI),IW300025
)=Sign Envelope ID: 4CC947A3-95EO-4190-ABCF-EC1A82BD1528
4k
Corporate
A-"- a,
it � M "-1, -*
"CHANGE ORDER**
Mom -
William Gregg 813-469-3153 Date: 11/22/2022
5948 20th Street gregg4242@gmail.com Rep: Chris Phillips
Zephyrhilis FL 33542
This agreement is between Reece BuIldersMindoA s, Inc. and William Gregg
Total number of Windows In the home
711
:'Total number of Windows being installed
Idin4 Glass Doors being Installed 0 i
Total number of $1
wroliffMis M Zindows
F
Swe
Size
L �l Interior Color
Grids
Style
F� n] Size
Interior Color
Grids
Style
Size
interior Color
Grids
Style
Size
Interior Color
Grids
Additional Details
Kids mom
FAIMP-MM"T -7
33 x 38
Whift.
No Ginds
YITMAT- !
36 x 37
WN&-
No Grids
M
52 x 39
White
No Grids
52x37
White
Uo Grids
Location
Aluantity
A
Location
ftantity
r-cfkAlfailm� i;
Location
Quantity
r-VA3!�,-A w6p,
�M
Location
Quantity
Atib-d-'A
LflFTTx*M, A -
Laundry
1
White
Conservation Glass
Kitchen
1
White
Conservation Glass
M
Other
1
White
Conservation Glass
I -�=Slgn Envelope ID: 4CC947A3-95E0-419D-ABCF-EC1 A82BDI 52E
Style
777' Size
Interior Color
LF Grids
Additional Details
Kids room facing west
Two Ught Slider-
Location
52x37
Quantity
White
Exterior Color
No Grids
Glass Coating
Other
1
White
Conservation Glass
Style
Double Hung-
Location
Bathroom 1
Size
35 x 37
Ouantity
1
Interior Color
White
Exterior Color
White
Grids
No Grids
Glass Coating
Conservation Glass
Obscure Glass
Rain
Style
Three Ught Slider-
Location
Living Room
Size
73 x 50
an
1
Interior Color
White
Exterior Color
White
Grids
No Grids
Glass Coating
Conservation Glass
To be Completed BHI VOLUME 2022 OTY
Page 21-1/4 4 Lite Ov)r 4 Panels 6/8
NI-DRS40-664RN
Description Size: 36 x 80.
TO 0
M-11
No moving of gas lines
No removal of a/c system
I amr contra
Window Treatments
In the event Reece Builders/Windows, Inc. is requ 3sted to remove and/or reinstall existing shutters/blinds/drapes or any
atipr uji-t4*xv tisatiteit(s) Reece BuildemMindov/s, Inc. is not liable for any damages -
I I , �' - "� � ""
I OIM22,12:08 PM
vmperty Appraiser - mecoru om=
Page 1, — of 1
Customer Name: GRE%'-'%AG, WILLIAM
Builders/Windows, Inc.
Since 1972
2 -1 n-79
1 Z-1 I
Date: 11/7 /22
M--asu,ied BY: DALE -
No.
Style
Location
Size
Grids
Color
Panels
Comments
x 3
NO
WHITE
NO
rA
2
D H
35
x
4
5
2,t-s
M4;(L
37
X �>7
6
&A
� SIG x 371)8
tr
7LS
8(
_jV
"21
7E i_. X
X
i� Iz ��t
Foe 2,
H -L
X
X
X
X
Grids: N 0 Alarm: Customer Understands Alarm Procedure:
Existing Windows 'Wood Vinyl Steel — Aluminum
House SVIe Brick Wood Block
Comments:
Company: REECE WINDOWS Job Description: WINDOWS AND DOOR RE
Prepared By: DREA
Client Name: WILLIAM, GREGG Project Number: 21279
Design Data Building Data
Wind Velocity (mph)
145
Mean Roof Height
21
Risk Category
2
Building Width (ft)
50
Exposure Category
B
Building Length (ft)
46
Directionality Factor
0.85
Roof Slope (x:12)
4
Internal Pressure Coefficient
0.18
Design pressures listed below are:
Allowable Strength
•
OPENING
DESCRIPTION
M AXIM UM NEG AT IVE
-PRESSURE (PSF)
fee
U,
Width of End Zone (a) in feet = 4.6
STRUCTURES INTERNATIONAL, LLC
12/2/2022 7:35 AM
BCIS Home I Log In 1 user Registration Hot Topics Submit Surcharge I Stats & Facts Publications 'I Contact Us 1 BCIS Site Map I Links I Search
Florida
rProduct Approval
USER: Public User
Product Approval Menu > Product or _pj Search > Application Application LList> Application Detail
,a
FL # FL11411-R9
Application Type Editorial Change
Code Version 2020
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
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Regency Plus Inc
2000 Locust Gap Highway
Mount Carmel, PA 17851
(570) 339-3374
tony@cwbyrpi.com
Tony Procopio
tony@cwbyrpi.com
Joe Korzenjecki
2000 Locust Gap Hwy.
Mount Carmel, SD 17851
(570) 339-3374
joek@window-pros.info
Joe Korzeniecki
2000 Locust Gap Hwy.
Mount Carmel, PA 17851
(570) 339-3374
joek@window-pros.info
Windows
Horizontal Slider
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
AAMA/WDMA/CSA 101/I.S.2/A440
TAS 201
TAS 202
TAS 203
Year
2008
1994
1994
1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
EL11411 R9 Equiv EERNo2520 Rev2 FL11411 2000 5405 HS ss.p ff
Product Approval Method Method 1 Option A
Date Submitted 10/19/2021
Date Validated 10/20/2021
Date Pending FBC Approval
Date Approved 10/26/2021
Summary of Products
r
FL #
Model, Number or Name
Description
11411.1
Series 2000
Series 2000 Vinyl Horizontal Sliding Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL11411 R9 C CAC NI006137-R9.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
03/31/2027
Design Pressure: +40/-40
Installation Instructions
Other:
FL11411 R9 II RPLS0055 RevB 2000 HS XOX ss.pdf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL11411 R9 AE PERNo2520 Rev2 FL11411 2000 5405 HS ss pdf
Created by Independent Third Party: Yes
11411.2
Series 5405
Series 5405 Impact Vinyl Horizontal Sliding Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL11411 R9 C CAC NI006383-R7&Off
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
11/30/2027
Design Pressure: +55/-55
Installation Instructions
Other:
FL11411 R9 II RPLS0056 RevC 5405 HS XO ss.pddf
Verified By: Robert ]. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL11411 R9 AE PERNo2520 Rev2 FL11411 2000 5405 HS ss.pdf
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Priv c Statement ;: Accessibility 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 mail. If you have any questions, please contact 850.4871395. *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 can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
r PLUS,
SERIES 0 VINYL HORIZONTAL SLIDING N '
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE EXCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
2. WOOD FRAMING, 2X WOOD BUCK, METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.
FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL. WHERE 1X BUCKS ARE USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO
CONCRETEIMASONRY SUBSTRATE. WHERE 1X BUCK IS NOT USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME INTO CONCRETE/MASONRY SUBSTRATE.
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER OF RECORD.
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO AAMA/NW WDA 101/LS.2-97. SEE TEST REPORT NO. NCTL-210-2661-2 DATED 4/6/01 BY NATIONAL CERTIFIED TESTING
LABORATORIES, ORLANDO, FL FOR DETAILS.
5. MATERIAL:
5.1. FRAME: EXTRUDED RIGID PVC.
5.2. REINFORCEMENT: GALVANIZED STEEL TUBE - CENTER HOLLOW OF ACTIVE PANEL MEMBERS (RAILS AND STILES).
6. GLAZING:
6.1. GLAZING DETAIL AS TESTED: 718" NOMINAL O.A. IGU COMPRISED OF 2 LITES OF 1/8" TEMPERED GLASS AND DESICCANT STEEL SPACER. ACTIVE PANELS INTERIOR GLAZED
USING SEALED INSULATING GLASS WITH A DUAL DUROMETER BACK BEDDING AND A SNAP -IN RIGID DOUBLE LEAFED DUAL DUROMETER RIGID VINYL GLAZING BEAD, FIXED
PANEL INTERIOR GLAZED WITH A FOAM TAPE BACK BEDDING AND A SNAP-tN DOUBLE LEAFED DUAL DUROMETER RIGID VINYL GLAZING BEAD.
6.2. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT.
6.3. ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAM/VWDMA/CSA 101/LS.21A440 SHALL BE ALLOWED PER ASTM E1300.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS.
8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 114".
9. FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16" HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/8"
MINIMUM EDGE DISTANCE AND 1" MINIMUM EMBEDMENT INTO MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS. ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE.
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318" MINIMUM EMBEDMENT INTO SUBSTRATE
WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE.
11. FOR ANCHORING INTO METAL STRUCTURE USE 910 PAN OR HEX HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
STRUCTURE INTERIOR WALL WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- V
TOLERANCE.
12. ALL FASTENERS TO BE CORROSION RESISTANT.
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
13.1. WOOD - MINIMUM SPECIFIC GRAVITY OF (G) 0.42 (NON-HVHZ)
13.2, CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI
13.3. MASONRY -STRENGTH CONFORMANCE TO ASTM G-90, MEDIUM WEIGHT WITH DENSITY> 117 PCF
13.4. METAL STRUCTURE: STEEL 18GA (0.0428"), 33KSI OR ALUMINUM 6063-T5 0.048" THICK MINIMUM
14. APPROVED CONFIGURATIONS: XOX, OX AND XO.
TABLE OF CONTENTS
SHEET
DESCRIPTION
1
NOTES
2
ELEVATION & ANCHORING
3
INSTALLATION DETAILS
Up
On
Robert I Amoruso, P.E.
Florida P.E. No. 49752
Dam ,yRd1ES.AgfO
N 49752
y4 B
Elm
i. - • i r 1
1 r ri
PTC Product Design Group, LLC
PO Box 520775
Long—d, FL 32752-0775
321 fi90-1788 Info@ptacap, wm
FBPE Certlf to of Augwrization
No. 25935
111" MAX FRAME WIDTH
4" MAX. 13 "
MAX O.C. ri 4" MAX.
4" MAX,
14
63" MAX O.0
MAX
FRAME
HEIGHT
X
o
<=
x
SERIES 2000 VINYL HORIZONTAL SLIDING WINDOW XOX
EXTERIOR VIEW
DESIGN PRESSURE RATING (PSF) IMPACT RATING
+40.0/-40.0 NONE
NOTES:
1. MAXIMUM ACTIVE PANEL SIZE: 35-3/4" X 59-3/4"
2. MAXIMUM D.L.O.: 35" X 57-1/2" (FIXED LITE)
3. (4) 1-1/21'X 1/4- WEEP LOUVERS 3" AND 32" FROM EACH END.
4. (4) 3/4" X 1/4"WEEP NOTCHES AT EXTERIOR OF SILL TRACK.
5. (2) 3/4" X 1/4" WEEP NOTCHES AT INTERIOR TRACK ENDS,
HARDWARE SCHEDULE
,(2) METAL CAM -TYPE SWEEP LOCK 11" FROM EACH END OF MEETING STILE
P) METAL KEEPERAT FIXED MEETING STILE
�EGALVANIZED
STEEL REINFORCEMENT AT RAILS AND STILES OF ACTIVE PANELS
0 z o
0
Robert J. Amoroso, P.E.
Honda P.E. No. 49752
E
49752
01,
Digitally signed
by Robert J
Amoruso
Date: 2018.02.02
13:33:14 -05'00'
PTC Produd Design Gioup, LLG
PO Box 520775
Longwood, FL 32752-0775
321-690-1788 infG@ptp.com
FBPE Certificate of Auttwrizalion
No.25935
MIN. EDGE DISTANCE. SEE
NOTE 5 THIS SHEET.
INSTALLATION
SUBSTRATE BY
OTHERS. SEE
NOTES 1 TO 3
THIS SHEET.
PERIMETER SEAL
BY OTHERS
WINDOW
HEIGHT EXTERIOR
PERIMETER SEAL
BY OTHERS
INSTALLATION
SUBSTRATE BY
OTHERS. SEE
NOTES 1 TO 3
THIS SHEET.
INSTALLATION ANCHOR. WOOD INSTALLATION NOTES
SCREW SHOWN. SEE NOTE 5
THIS SHEET FOR ANCHOR
1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING:
TYPE REQUIRED.
t.t. WOOD FRAMING
1.2. STEEL STUD FRAMING AND
1.3. CONCRETE AND/OR MASONRY
MIN.
- EMBEDMENT, SEE
2. SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND
_ NOTE 5 THIS SHEET.
CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL. WHERE 1X BUCK IS NOT USED, DISSIMILAR MATERIALS MUST BE
SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER
OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 114".
1 /4" MAX.
5. SUBSTRATE ANCHORING METHODS:
SHIM SPACE
5.1. FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16" HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"
MINIMUM EMBEDMENT INTO CONCRETE WITH 1 118" MINIMUM EDGE DISTANCE AND 1" MINIMUM EMBEDMENT INTO
MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE.
5.2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO
ACHIEVE A 1 318" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE.
5.3. FOR ANCHORING INTO METAL STRUCTURE USE #10 PAN OR HEX HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT
LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4" MINIMUM EDGE DISTANCE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE.
6. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY.
7. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112.
INTERIOR MIN. EMBEDMENT,
SEE NOTE 5 THIS
SHEET.
INSTALLATION ANCHOR. WOOD
SCREW SHOWN. SEE NOTE 5---
THIS SHEET FOR ANCHOR TYPE I
REQUIRED.
MIN. EDGE
DISTANCE. SEE
NOTE 5 THIS
SHEET.
1 /4" MAX.
SHIM SPACE
INSTALLATION SUBSTRATE
BY OTHERS. SEE NOTES 1
MIN. TO 3 THIS SHEET.
EMBEDMENT, SEE
NOTE 5 THIS SHEET.
MIN. EDGE DISTANCE. SEE INSTALLATION ANCHOR. WOOD
NOTE 5 THIS SHEET. SCREW SHOWN. SEE NOTE 5
THIS SHEET FOR ANCHOR TYPE
VERTICAL CROSS SECTION REQUIRED.
WOOD FRAMING, 2X WOOD BUCK,
CONCRETE/MASONRY OR METAL FRAME
APPROVED
1 /4" MAX.
SHIM SPACE
INTEF
-PERIMETER SEAL EXTERIOR
BY OTHERS
WINDOW WIDTH
HORIZONTAL (JAMB) CROSS SECTION
WOOD FRAMING, 2X WOOD BUCK,
CONCRETE/MASONRY OR METAL FRAME
APPROVED
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R.beh J. Artaruso, P.E.
Florida P.E. No. 49752
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Digitally signed
by Robert J
Amoruso
Date: 2018.02.02
13:33:27-05'00'
PTC Produd Design Group, LLC
PG Box 520775
Longwood, FL 32752-0775
321-690-1788 1ofo@pto- rp.com
FBPE Certificate of Auff o ! etioo
Na. 25935
BCIS Home Log In I User Registration 1 Hot Topics Stats & Facts I Publications I Contact Us 1 BCIS Site Map Links I Search
1 Submit Surcharge I
Product Approval
USER: Public User
aMggq AppZgol Menu > Pr du �rAppliation �Sarch > app n Lit> Application Detail
� _LOW___
FL #
FL15213-R5
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived
Product Manufacturer Plastpro Inc, / Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES, CA 90045
(440) 969-9773 Ext 16
rickw@rwbidgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants,com
Technical Representative Scott Johnson
Address/Phone/Email 5200 W Century Blvd.
Los Angeles, CA 90045
(440) 969-9773 Ext 18
scottjohnson@plastproinc.com
Quality Assurance Representative Ron O'Connell
Address/Phone/Email 5200 W Century Blvd.
Los Angeles, CA 90045
(440) 969-9773 Ext 16
ronoconnell@plastpro.com
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E.
Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2022
Validated By Ryan J. King, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
EL15213R5 C01 (g) Certfficate-gf IndepQnd�e-e.pdf
5tpndard
Year
101/I.S.2
1997
101/I.S.2/NAFS
2002
ASTM E1886
2002
ASTM E1886
2005
ASTM E1996
2009
ASTM E1996
2002
ASTM E330
2002
ASTM E330 2014
ASTM E331 2000
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
fL15213_&5- Equiv-Df 5LandarAs (A),p gLf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
08/09/2022
Date Validated
08/10/2022
Date Pending FBC Approval
08/17/2022
Date Approved
10/11/2022
Summary of Products
Go to Page Page 1 2
FL # Model, Number or Name Description
15213.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door -
Grain/Rustic/Mahogany Series Inswing/Outswing (X - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No EL15
,213 RS II (!a)-Lnst -15213,1,p-df
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure. N/A Evaluation Reports
Other: See INST 15213.1 for Design Pressure Ratings, any EFL15213R5 AE (11) Fval 1 213�.I�pjjf
additional use limitations, installation instructions and product I
Created by Independent Third Party: Yes
particulars.
15213,2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite
Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO -
Fiberglass Door Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: No EL_15213R5 II (h)-Lnst 15213,2.p f
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.2 for Design Pressure Ratings, any EFLi5213 R5 AE (Z)_Ev& 15213,2,p f
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.3 1 c. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites
Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO -
Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No f_L15213 R5 11 (!I)-jnst 15213ff -3,p
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.3 for Design Pressure Ratings, any ELLaZ1!--R5--M-(jj)-Eva1 152111pff
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars,
15213.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite
Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO -
Fiberglass Door Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: No i
I EL15213R5 II (b)-iost -15213.4.0-f
Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant. Yes I Created by Independent Third Party: Yes
Design Pressure: N/A 1 Evaluation Reports
Other: See INST 15213.4 for Design Pressure Ratings, any EL15213 R5 AE (12) Eval 15213.4,p f
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites
Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO -
Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ. No E_L15213R5 II (12)_Lnst 15213.5.pdf
Approved for use outside HVHZ. Yes Verified By: Lyndon R Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.5 for Design Pressure Ratings, any EL15211_E5_AU_bU_va_l _152 13 , 5 . pff
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars,
15213.6 f. Smooth/Wood Grain/White Wood
6'8 "Impact" Opaque Fiberglass Double Door -
Grain/Rustic/Mahogany Series
Inswing/Outswing (XX - Configuration)
I Fiberglass Door
Limits of Use
Installation Instructions
Approved for use in HVHZ-. No
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure. N/A
Evaluation Reports
Other: See INST 15213.6 for Design Pressure Ratings, any
FL15213 RS AE b-)-Eval 15213&p f
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15213.7 i g. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites
Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO -
Fiberglass Door I Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No 15213.7.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.7 for Design Pressure Ratings, any EL15213 R5 AE (!a)_fya1 1521_1.7 pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.8 j h. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites
Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO -
Fiberglass Door Configuration)
Limits of Use I Installation instructions
Approved for use in HVHZ: No LL15213 R5 11 (12) Inst 15213.8.p f
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.8 for Design Pressure Ratings, any EL15213 P5 AE (t)_kval 15_213,8.pSIf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213,9 Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Snap
Grain/Rustic/Mahogany Series Frame" Glazing - Inswing/Outswing (X - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No EL15213 R5 II (!a) Inst 15213,9.p f
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.9 for Design Pressure Ratings, any LL_15213R5 AE (ja)_Lval 15213 9.p f
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars. i
15213.10 j. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite
Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO -
Fiberglass Door Configurations)
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
EL_15213R5 11 (k) In.-qt 15213.10 pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 15213.10 for Design Pressure Ratings, any
fL15213 R5 AE (jZ)_Eval_j5213.1Qpdf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15213.11 1 k. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites
Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO -
1 Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No EU5213 R I1 (IZ)_jnst 1�521111,pgf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.11 for Design Pressure Ratings, any 521j_L1. pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.12 1. Smooth/Wood Grain/White Wood 68 "Non -Impact" Glazed Fiberglass Double Door utilizing "Snap
Grain/Rustic/Mahogany Series N Frame" Glazing - Inswing/Outswing (XX - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No LL15213 R5 11 (b) Inst 152_13 12 p f
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.12 for Design Pressure Ratings, any EL15213 R5 AE (t)_jval 15213.12,p f
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.13 m. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with Sidelites
Grain/Rustic/Mahogany Series N utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO -
Fiberglass Door � Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No EL1521315 1Uj2)_LnAt_15_21313 pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213,13 for Design Pressure Ratings, any 15213.11p�
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.14 n. Smooth/Wood Grain/utilizing "Lip
Grain/Rustic/Mahogany Series N Lite" Glazing - Inswing/Outswing (X - Configuration)
Fiberglass Door
L.-its of Use Installation Instructions
Approved for use in HVHZ: No EL15213 R5 11 (ja) Snit j5213,14,p2df
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.14 for Design Pressure Ratings, any EL15213 R5 AE (11)-fval 15213,14.p�ff
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars,
15213.15 o. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite
Grain/Rustic/Mahogany Series N i utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO -
Fiberglass Door Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: No LL15213 R5 II (b1_Inst 15213,15.p f
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.15 for Design Pressure Ratings, any EL15213 R5 AE (12)_fyal 15213.15,p f
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213,16 p. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites
Grain/Rustic/Mahogany Series N utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO -
Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No EL15213 R5 II (b) nst,15213.16.p f
Approved for use outside HVHZ: Yes i Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No i Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.16 for Design Pressure Ratings, any i 15213J6.p!jf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.17 q. Smooth/Wood Grain/White Wood
6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing 'Lip
Grain/Rustic/Mahogany Series N
Lite" Glazing - Inswing/Outswing (XX - Configuration)
Fiberglass Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
EL15213R5 II (k)jnst_15 13.17.p f
Approved for use outside HVHZ- Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 15213.17 for Design Pressure Ratings, any
EL15213_E5_AUjj)_Eval_15213.17 p f
I
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15213.18 r. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with Sidelites
Grain/Rustic/Mahogany Series N utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO -
Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No ng 15213.18.pclf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant. No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: INST 15213.18 for Design Pressure Ratings, any fLI5213 R5 AE (11)-ival s15213.18,p L
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.19 S. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door -
Grain/Rustic/Mahogany Series N
Inswing/Outswing (X - Configuration)
Fiberglass Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
EL15-" 13 R II (iz)jnst-15-2-1-3,-L9—.p-d-f
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: INST 15213.19 for Design Pressure Ratings, any
ELI_213 RS AE (h)_Eval I5213.19 p f
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15213.20 t. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite
Grain/Rustic/Mahogany Series N utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO -
Fiberglass Door I Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: No E_L15213R5 11 (11) Irt t 15 13 2Q.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: INST 15213.20 for Design Pressure Ratings, any
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars, I
Go to Page 0
0 0 Page 1/ 20 0
Contact Us :: 2601 Blair Stone Road, _Tallahassee _FL 32399 Phone: 850-487-1524
The State of Florida is an AA/EEO employer. Copyr
ight 2007-2013 State of Florida.:: Privacy 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 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 can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
MIMM99M
Credit Card
Safe
plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood
Rustic / Mahogany
Series N Fiberglass Door
INSWING / OUTSWING
"MOV-11APAcr
i. This product has been evaluated end is in compliance with ft 7th Edition (2M) I'lorldo
Building Code (FBC) structural requirements excluding the'Vigh Velocity Hurricane Zone"
(HVHZ).
2. Product anchors she# be as Wed and spaced as shown on details. Anchor embedment to
base material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product is required to be
protected with an Impact resistant covering that compiles with FBC Sections 1609.12 &
R301.23.2.
4. For 2x stud framing construction, anchoring of these units shalt be the same as that shown for
2x buck masonry cortstruction.
5. Site conditions that deviate frorn the details of this drowing require further engineering analysis
by a Lensed engineer or registered architect.
ITA&I
T&II&I.
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37r MAX -
OVERALL WOTH
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CHK. BY: LFS 3
DRAWNG NO.:
FL-15213.14 No
SHEET 2 OF 7 N
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0
SHEET 4 OF 7 N
MASONRY
OPENING
SUCK ANCHORING STRIKE JAMB
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints.
2 Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ANCHORI
ANCHOR
. miN.
MIN. CLEARANCE
MIN. CLEARANCE
TYPE
SIZE
EMBEDMENT
TO MASONRY
TO ADJACENT
EDGE,
TTW
-ANCHOR
TAPCONS
DeWALT
LTRACON+
1/4-
1-1/4'
1.
4"
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 518" edge distance, I" end distance,& Vo.c. spacing of
wood screws to prevent the splitting of wood.
6-
TYP. HEAD &
MASONRY JAMBS
OPENING
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FRAME
2X BUCK
FRAME ANCHORING
Masonry 2X buck construction
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LATCH B, DEADBOLT DETAIL HINGE DETAIL
ALE: N.T.S.
OG. BY: JK
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AWING NO.:
FL- 1 5213.74
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Masonry IXbuck construction
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the corners may be adjusted to maintain the min.
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edge distance to mortarjoints.
tW-
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
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DeWALT
BILL OF MATERIALS
ITEM
DESCRIPTION
MATERIAL
A
I X BUCK SG >= 0.55
WOOD
D
2X BUCK SG >= 0.55
WOOD
C
1/4!'MAX. SHIM SPACE
D
IXX 2-3/4!'PFH DeWALT OR ITW CONCRETE SCREW
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
G
3/16" X 3-1/4!'PFH ITW CONCRETE SCREW
STEEL
H
I Xx 3-1 /,f* PFH ITW CONCRETE SCREW
STEEL
J
I XX 3-3/4"PFH ITW CONCRETE SCREW
STEEL
K
#10 X Z'PFH WOOD SCREW
STEEL
L
#8 X 2-1 /Z'PFH WOOD SCREW (1. 15" MIN. EMBEDMENT)
STEEL
M
#8 X 2' PFH WOOD SCREW
STEEL
7
FORCE 5 WEATHER STRIPPING BY ENDURA
FOAM
8
COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL
FOAM
9
4'XV'BUTT HINGE
STEEL
10
#9 X I" PFH WOOD SCREW
STEEL
11
#9 X 3/4'PFH WOOD SCREW
STEEL
17
KWIKSET KEYED ENTRY - SIGNATURE SERIES
STEEL
18
KWIKSET DEADBOLT - SIGNATURE SERIES (780)
STEEL
20
FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS
WOOD
21
POLYFIBER JAMB
COMP, / VINYL
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT STRIKE PLATE
STEEL
30_
INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA
VINYL
31
OUTSWING BUMP THRESHOLD
ALUM./ WOOD
32
VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND.
PVC
33
INSWING ADJUSTABLE THRESHOLD BY ENDURA
ALUM. WOOD
34
INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP
ALUM. WOOD
40
DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
41
DOOR SKIN (MIN. 0.075'THICK)
FIBERGLASS
42
TOP RAIL
CELLULAR/PVC
43
LATCH & HINGE STILE
CELLULAR/PVC
44_
REINFORCEMENT WOOD FOR LOCKS (20'LONG)
WOOD
45
BOTTOM RAIL
CELLULAR/PVC
46
POLYURETHANE FOAM BY NAN YA
POLYURETHANE
47
CONTINUOUS LATCH & HINGE STILE REINFORCEMENT
WOOD
49
GLAZING COMPOUND
SILICONE
55
LIP LITE ODL/WESTERN REFLECTIONS HP
POLYPROPYLENE
56
ALUM. GLAZING SPACER
ALUM.
57
#8 x 1-1/7'PFH LITE FRAME SCREW
STEEL
4,56 ---------
20�HEAOI 111E
Jamb
5.63 ---------------
-i
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fit
01
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4.56"
cq
(34
)—AIIIUITAIIE 1111INING IHIEIHOID
—4.68"
c3l OUTSWiNG BUMP THRESHOLD
ALE N.T.S.
VG. BY: JK
1R. BY., LFS
AWING NO,
FL-15213.14
IEET % OF 7
c
I
Product Approval
USER: Public User
Pr Approval Menu > Product _-2—r Application search > App
lication List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
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Address/Phone/Email
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Address/Phone/Email
Category
Subcategory
Compliance Method
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Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
FL28486-R2
Revision
2020
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Regency Plus Inc
2000 Locust Gap Highway
Mount Carmel, PA 17851
(570) 339-3374
tony@cwbyrpi,com
Tony Procopio
tony@cwbyrpi.com
Tony Procopio
2000 Locust Gap Hwy
Mount Carmel, PA 17851
(570) 339-3374
tony@cwbyrpi.com
Windows
Double Hung
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
AAMA/WDMA/CSA 101/I.S.2/A440
Method 1 Option A
11/06/2020
11/09/2020
Year
2011
hftps://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDqvsWZ7iutEqYpU7vOmfZjgUK99bH7YOlhw2605Lao3tiw%3d%3d 1/2
iIiERPOYAil
Date Approved
Florida Building Code Online
11/20/2020
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-
WIndow,
Impact Through Jamb Anchoring. _]
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL28486 R2 C CAC NI014261-Rl.p_df
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
10/31/2022
Design Pressure: +50/-50
Installation Instructions
Other:
FL28486 R2 II RPLS0076 RevQ Series-8313-DH ss.pdf j
Verified By: Robert J. Amoruso, P.E. FL License No. 49752
Created by Independent Third Party: Yes 1
Evaluation Reports j
FL28486 R2 AE PERNo2579 Rev2 FL28486 8313 DH ss.pdf j
Created by Independent Third Party: Yes Ij
Contsict Us :: 2601 Blair Stone Road,. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florids.:: Privacy Statement :: Accessibi€it)+ 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 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 can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
a: _+t:'
k-
httDs://www.floridabuildina.orci/or/Dr arm dtl.asox?param=wGEVXQwtDgvsWZ7iutEgYpU7vOmfZigUK99bH7YOlhw2605Lao3tlw%3d%3d 2/2
DOUBLEREGENCY PLUS, INC.
SERIES 8313 VINYL TILT
53" MAX. FRAME WIDTH -1
ELEVATION
EXTERIOR VIEW
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2. WOOD FRAMING, 2X WOOD BUCK, METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL
LOADS TO STRUCTURE, FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER CONCRETEMASONRY IS OPTIONAL. WHERE 1X BUCKS ARE USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X
BUCK INTO CONCRETE)MASONRY SUBSTRATE. WHERE 1X BUCK IS NOT USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME INTO
CONCRETE/MASONRY SUBSTRATE. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR
MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
C THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO THE FOLLOWING.
4.1. AAMA/WDMA/CSA 101/I.S.2/A440-11. SEE TEST REPORT NO. NCTL-110-21524-2, DATED 10/16/18 BY NATIONAL CERTIFIED TESTING LABORATORIES, YORK,
PA.
5. MATERIAL:
5.1. FRAME: EXTRUDED RIGID PVC
5.2. REINFORCEMENT:
5.2.1. GALVANIZED STEEL TUBE - TOP RAIL OF SASH AND INTERIOR MEETING RAIL.
5.2.Z U-SHAPED GALVANIZED STEEL - BOTTOM RAIL OF SASH AND EXTERIOR MEETING RAIL.
6.
GLAZING:
6.1.
GLAZING DETAIL AS TESTED: 22.1- (0.870") NOMINAL O.A. ]GO COMPRISED OF 2 LITES OF 3mm (0.119") TEMPERED GLASS AND 16.05- (0.632")
STAINLESS STEEL SPACER (TYPE SS-D). INTERIOR GLAZED AGAINST A (2}LEAF DUAL DUROMETER BACK BEDDING AND A SNAP -IN (2)-LEAF DUAL
DUROMETER RIGID VINYL GLAZING BEAD.
6.2.
6.3.
AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT.
ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAMA/WDMA/CSA 1011LS.2/A440 SHALL BE ALLOWED PER ASTM E1300 IN NON-HVHZ
LOCATIONS.
7.
APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS.
8.
SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS, MAXIMUM
9 - 3/ 8 MAX.
ALLOWABLE SHIM STACK TO BE 1/4'.
O , C , (-FyP ,)
9.
FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16' FLAT HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2' MINIMUM EMBEDMENT INTO
CONCRETE WITH 1 1/8" MINIMUM EDGE DISTANCE AND 1" MINIMUM EMBEDMENT INTO MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/-1^ TOLERANCE.
6 MAX.
0
EA
CELEVATIONS
EMBEDMENT INTO SUBSTRATE WITH 314" MINIMUM EDGE DISTANCEH NCHORS AS SHOWN INCAND I STIALLATION DETIAI S. ANCHOR
O - C . (Tyn .)
ff
LOCATIONS HAVE +/- 1" TOLERANCE.
11.
FOR ANCHORING INTO METAL STRUCTURE USE #10 FLAT HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS
MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS. ANCHOR LOCATIONS HAVE +/- 1' TOLERANCE.
12.
ALL FASTENERS TO BE CORROSION RESISTANT,
NOTES:
1. MAXIMUM TOP SASH SIZE: 49.063" X 37.188"; MAXIMUM BOTTOM SASH SIZE: 50" X 37"
2. MAXIMUM TOP SASH D.L.O.: 45.563" X 33.375"; MAXIMUM BOTTOM SASH O.L.O.: 46.813" X 33.188"
3. 0.938' X 0.25" WEEP HOLE AT 1" FROM EACH END OF EXTERIOR SILL FACE.
4. 1.27" X 0.3" WEEP HOLE AT 3.625" FROM EACH END OF EXTERIOR SILL FACE.
5.0.375" X 0.375" WEEP HOLE AT EACH END OF INTERIOR SILL TRACK.
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
13A. WOOD -MINIMUM SPECIFIC GRAVITY OF G=0A2
13.2. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI
13.3. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT WITH DENSITY> 117 PCF
13.4. METAL STRUCTURE: STEEL 18GA (0.0428'), 33KSI OR ALUMINUM 6063-T5 0.048" THICK MINIMUM
TABLE OF CONTENT
SHEET
DESCRIPTION
1
ELEVATION, ANCHORING AND NOTES
2
INSTALLATION DETAILS
3
BILL OF MATERIALS
DESIGN PRESSURE RATING (PSF) IMPACT RATING
+50.0/-50.0 NONE
� n
O M
V N LL
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ZO
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Z
Z J Q N
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EL (D I 0, o
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it
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Robert J. Amoroso, P.E.
Florida P.E. No. 49752
�i{ tAlli{ i
Fp;ME& Ayfe4
441,E M5. dip �sw
k
r's42� 4yCTR}OR'�w'�`w
ssrU;t' 1 .
Digitally signed
by Robert J.
Aroruso, P.E.
Date: 2018.11.21
10:45:00-05'00'
PTC Produd Design Group, LLC
PO Box 520775
Longwood, FL 32752-0775
321-690-1788 info@ptccorp.com
FBPE Certificate of Authorization
No. 25935
MIN. EMBEDMENT,
INTERIOR —SEE NOTE 5 THIS
1/4" MAX. SHEET.
.INSTALLATION SUBSTRATE
HEAD BEDDED IN
SHIM SPACE INSTALLATION ANCHOR. WOOD
BY OTHERS, SEE NOTES
SILICONE SEALANT
SCREW SHOWN. SEE NOTE 5
1 TO 3 THIS SHEET.
THIS SHEET FOR ANCHOR TYPE
REQUIRED.
0
a.
z jr /4" MAX.
PERIMETER SEAL
SHIM SPACE
0
MIN. EDGE
DISTANCE. SEE
BY OTHERS
NOTE 5 THIS
SHEET.
3: 0
0 z O_
INSTALLATION SUBSTRATE
z
oT
EXTERIOR PERIMETER SEAL BY OTHERS. SEE NOTES 1
BY OTHERS TO 3 THIS SHEET.
Z
—WINDOW WIDTH —
Z) U)
(3
HORIZONTAL (JAMB) CROSS SECTION
5
Ozo ni
WOOD FRAMING, 2X WOOD BUCK,
<
11- (D Ed 00
>-
EXTERIOR
INTERIOR
CONCRETE/MASONRY OR METAL FRAME
APPROVED
�- ;F �]
0 U) , —
Z :D F-S
WINDOW
HEIGHT
UJC)<
00 0
i� U)
INSTALLATION NOTES:
Ct > z
1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING:
�2
1.1. WOOD FRAMING
1.2. STEEL STUD FRAMING AND
ul
1.3. CONCRETE AND/OR MASONRY
2. SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO
w
w
U)
STRUCTURE. FRAMING AND CONCRETEWASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT
OR ENGINEER OF RECORD.
3. 1 X BUCK OVER CONCRETE/MASONRY IS OPTIONAL. WHERE IX BUCK IS NOT USED, DISSIMILAR
Robert J� A—rusci. P.E.
MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR
Florida P.E. No, 49752
MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF
1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
sinner sr
A �NMES 4 A,,,
!069 N,1:11
SILL BEDDED IN
0 SILICONE SEALANT
5. SUBSTRATE ANCHORING METHODS:
`oli
PERIMETER SEAL
5.1. FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16"FLAT HEAD TAPCONS WITH SUFFICIENT
OF
BY OTHERS
r--inr—
LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 118'MINIMUM E
EDGE
'l, 4
L 21
DISTANCE AND I"MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE. LOCATE
.
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
"k,
DETAILS, ANCHOR LOCATIONS HAVE -/- 1.
A
TOLERANCE.
INSTALLATION SUBSTRATE
Digit0ysigned{
�',
BY OTHERS. SEE NOTES
1/4" MAX.]
5.2, FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 FLAT HEAD WOOD SCREWS WITH
1 TO 3 THIS SHEET.
SHIM SPACE
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 314" MINIMUM
by Rbbe'rt J.
EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
ANCHOR LOCATIONS HAVE +/- I'TOLERANCE,
�,morusci, P.E.
z
5.3, FOR ANCHORING INTO METAL STRUCTURE USE #10 FLAT HEAD SMS OR SELF DRILLING SCREWS
Date: 201 8.1 1 .21
WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL
WITH 3/4"MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
10:44:42 -05'00'
VERTICAL CROSS SECTION
INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- I'TOLERANCE.
PTC Pinnluet Design Group, LLC
WOOD FRAMING, 2X WOOD BUCK,
6. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY.
Le, PO Box 520T75
FL
d, a27520775788
CONCRETE/MASONRY OR METAL FRAME
321-690"1idf.@pt—,p.-.
APPROVED
7. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH
FBPE Certificate of Authorization
ASTM E2112.
No. 25935
Series Tech 8313 Pion -Impact Double Hung/ Bill of Material
Series Tech 9313 Non -impact Double Hung / Bill of Material
Sup
Qua
Supplier
Part Numbers
Description,titan
Eng!ILT/Royal
IV White 100 / 7720
MasterFram (H)
2
Hygrade Wtals
ST-226-144-0452
Operating Sash I (W-1) Keeper Sash impact Lock Top I Heavy Robar
I
tOrill I Royal
IV White, 1060 17720 _
Moster Frame(W)
2
Hygrade Metals
ST-187- 4-OX32
0;ioniting Sashl(W4) Keeper Sash Bottom I-Ightrobar
I
"ilift"al
01W0,029211T50
$ash Frame(, g$ash)
t(H)
4
Product Design
H-8"
Semen Up Clear
2
Fnergi rRoyat
IVWhiff 24217754
Sash Frame (Operating Sash)
I (W)
4
Product Design
H-3160
$cman Clip Clear
2
EqargImoyal
IVWhftI08T17746 —
Gialkill Bead Stop (Operating Sashes)f(if)
4
Product Design
M-110811104Z
Weep fie lff Coverwhft
2
EAe!V11toyal'
IV White 406717745
Glazing Bead Stop (Oporati" Sashes) f (W)
2
iiii Products
HH-OfiftylCement
Interlock Cover (Operating Sash) I Lock Sash (M
1
En!%O/Royal,
IV White 1060,17747
Glaz Ing I-Mmil Handle (Operating Sash") I (W)
2
RH Products
HH-fiftVinylCentent
Interfockc-over (Operating Sash)/ Keeper Sash (M
I
EnargliRoyal
FVWhftlqT3[7724
Pocket Cover Head I A
Amesbury I Truth
803827
27 ib,3 Coll / 984 $orles I Constant Force Balance
4
S-MI/Royal —
IV1iiinAM407917725
4ash Cover Head (Keeper Sash) I (W)
1
SIL. Plastic
ealstizool
I-Wooll P-nd Cape White
4
Engrg t Abyal
WWh*iU*17727
Interlock Cover (Operating Sashes)/ (W)
2
j�rnfth Staple
SFA 00110
StAnfoss Stool Staples 31ft x 112 $ash (M (H)
26
EftfultRoyal
IV white, 1070 17736
Sash,Stop frarne Cover I (H)
2
A
Llndenmeyr
VM611022
30PP12-ISP60-9116 M 318 X 3 foam Block
2
EMJ1!jOY_aI
IV Whits 107017736
Sash Stop From Cover Head
I
Laoratak
21300-00077
76whfto Balance Plu
4
Et"ll RUM —
IV White 418117738
SlopedSHII(W)
I
James Spring Wire
CS026
Hurricane
4
Uftm-Fab
W23303NWOthio
210 x.300 Fin Seat Packet CovorfW
, 114073177241 Frame Head
I
I
—
02-MXOISO0I0C2
Ao� Paris installation Translucent
I
U*a-Fab
��233WNWOM
2IOx.300 Fin Seat Pocket Cover (W) / 1181 17738/frme SPA
I
Vision Industries
1057A403-EW
Hurricane Tift Latch
4
Uffra-Fab
W23303NW0000
210 x =0 Fin Seat Sash Frame (H) 1128217760 1 Ko!per Sash
4
Vision Industries
3220SS,403 EW
Safe Sea) Lock
2
Uttm-Fab
W2S303MWOM
210 x.300 Fin Seat Sash Fran* LH)./ 1282177SO I Lock Sash
4
Vision Industries
8292A-003-EW
Safe Seat Keeper
2
Uttra-fab
W23303NWOOOO
.210 x.30 Fin Seat Sash foram(W) 1129217760 /Look Sash
1
V�wfon Industries
6997
Pivot Boys I T-Shaped Head
4
-
Ultra Fab
E2071OWN2020
200 x M 14-Bulb Seat Sash Frame (W) 1282177601 Look Sash
I
Frank Lowe
2118-81(-0125-032464
Glass Selling Blocks Sash M) To I SesW(—H)
12
uitri-Fab
IM330INW0000
.187 x a0i) fin Seat Interlock Cover (W) 1,1180 / 7727 /!S!r Sash
I
GLF Corporation
1112001
# W32'Trl-Rfvet,040/275 Rd /Sash Pivot Bars
12
.487 x MO fin Seal Interlock Cover (W) I 1111ill 7727 1 Lock Sash
I
GLF Corporation
137341
_:p
If 8.18 x 0.860 Flat Wafer Shoulder I Sash I Hunicano Latch
4
170 x 220 Fin Seat Sash From I ) I$Ingle Leg Screen Frame
2
GLF Corporation
120376
# 8 %1114-Tek White I Locks
4
Shapas Unlinked
IWSIGNEM92
Single YM Frorna Now White
3
1 GLF Corporation
116821
# 6 X I' TeR White I Keepers
4,
she Untimiled
06616"EWI02
Double Leg Frame Now White
I
GLF Corporation
117595
# 6 x SW TO I Sash Robar (!f)
12
Adopt
2594
Tension Spnngs
2
GLF Corporation
117696
0 6 x SW Tok I Sash Robar (Wj
12
1phtfor
30_025Q8
PfboMj!ss Screen Cloth Charcoalifi(le x OW
—1
GLPCo oration
120766
# 9 x 3/4' Uk / Pan Head (Balance Shoes)
4
knoertal Plastic USA
EX-FLX-Q165-BK
1Screens pKne(H/!ffi
4
�
GLF Corporation
116608
# 5 x 3ff'Tak I Screen Clips White
4
"Yoradee rweta
CK252X260
Aluminum "
Comer
—4
401168
1# 42 x 3" Flat I Installation Screws
10
1 1
metals
I
ST_M_144.0,052
Sash i (W-1) Lock Sash /impact Lock Top /Heavy Re
Double Stron th Tem red
f0perattrg Lock S ash 13A T 0366 /15.8 FED 13.1 T
pHyg:r metals
do
$T-187-1"�OX32
10perafing Sash I (W-1) Lock Sash/ Bottom I Light Reber
I
Cardinal
n—hi. 'Wength Tempered
I Operating Lock K;-oi;;r 13.1 T 0-366 f 15.8 FED 13.1 T
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Robert J. Amomw, P.E.
Florida P.E. No 49752
48782
41
Digitally signed
by Robert J.
Amoruso, P.E.
Date: 2018.11.21
10:44:19 -05'00'
PTC Product Design Group, LLC
PO Box 520775
Longwood, FL 32752-0775
321-090-1788 ffo@ptc-cero—
FSPE Celfifi.t. of Aothon.fiorr
No 25935