HomeMy WebLinkAbout22-5214it of Zephyrhills
5335 Eighth Street
Zephyrhills, FIL 33542
BAR-005214-2022
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 11/15/2022
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.
MGM==
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
tk/
GONT,nSIGNATURE
PERM P RES IN 6 MONTHS
PE IT OFFICE0
THOUT APPROVED INSPECTION
T.,*7
MrTT41Fff*- 0 1
al 2 10,101 Ji 0
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received ( ( Phone Contact for Permitting I( } --
Owner's Address
��O�Q j!�Vo
=
Owner Phone Number
6 ` `
Owner Phone Number
JOB ADDRESS
LOT #
Cw
SUBDIVISION
PARCEL ID#
4
WORK PROPOSED
NEW CONSTR
ADDIALT
s (OBTAINED FROM PROPERTY TAX NOTICE)
SIGN DEMOLISH
INSTALL 8
REPAIR
PROPOSED USE
SFR
COMM
OTHER
TYPE OF CONSTRUCTION
BLOCK
FRAME
STEEL
� • • • " C1�IL � ��.1 a � au "' IYY
BUILDING $
ELECTRICAL $
PLUMBING $ 1 Li
MECHANICAL $
GAS 0 ROOFING
FINISHED FLOOR ELEVATIONS
R WN ��! .%
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE DUKE ENERGY W.R.E.C.
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY = OTHER
FLOOD ZONE AREA =YES
COMPANY
REGISTERED
COMPANY
REGISTERED
COMPANY
REGISTERED
COMPANY
REGISTERED
COMPANY
REGISTERED
f,r 'id {'
NO
L_YLN_j FEE CURREN Y/ N
License # R
_ILN_j FEE CURREN Y / N
License #
Y / N FEE CURREN Y / N
License #
Y / N FEE CURREN Y / N
License #
L�
YIN FEE CURREN Y I N
License #
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence 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
INSTR#2022240491 OR 13KI0721 PG1124 P,g,iofl
11/09/2022 08:26 AM Rept: 2522304 Rec: 10,00 DS: 0,00 IT: ODO
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
NQ1 WAIDUC ORMEN—CM—ENT T
Property Identification No, 1- -1 Lo I t - 0
T11E UNDERSIGNED hereby gives noti" that unprovements will be inadc to ceTvain real property, and in accortlance with StTvion
713. t 3 of the Florida Statutes, the following infiannation is provided in the NOTICE OF COMMENCEMENT.
I , Dcsir1pi ion (if Property (legal descriptivn:) CC � Iked) Street Addmst,.
2. General description of improvements
1 zt
1 Owncr Intimnaticiii
a) Name and address:
b) Name and address of fee si imple titleholder (if other than owner)
4. (-ontractor Information
a) Name and address:
b) Telephone No,- Z Fax No. (Opt j__ Surcly I nfonnation
a) Name and address:
b) Amount of Bond;
€`e€oplatataPk Mica.:.... ... ...... -------
6, Lender
a) Name and address:
7, Identity of pelson within the State of Florida designated by owner upcin whorn uoLiccs or other documents may be served;
a) Name and addivss:
In addition to himself, owner designines the following person to I eceive a ccq)y of the Lienor's Nwi ice as provideti in Sccl i(III
713-130) (b), Florida Statutes:
a) --- ------------- -- - . .........
b) Te!cphone No,: Fax No, (Ort)
9. Exptration elate of Natice of Commencement (the expiration date is one year firom liar date of recoi)ding, unl"s a d4fin-ent date is
spa;
WARNING TO OWNER. ANY PAYMENTS MADE BYTHE OWNER AFTERTHE EXPIRATION OF TTIE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13,
FLORIDA STATUTES AND CAN RESULT IN VOUR PAYINC TWICE FOR [PROVFMENTS TO YOUR PROPERTY. A
NOTICE OF BE RFCOR[QED AND PC)STED ON THE JOB SITE BEFORE THE FIRST
INSPECTIONIF YOU INTEND TO ORfAIN FtNANCIN6, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE
COMINIENCING'WORK OR RECORDING YOU NOTICE OF COMMEN MENT.
61 A VE Of FLoRIDA
COUNTY OF PASCO Z
�Sit§a 6F, ricrorown-er'-s—A-u
Print Name
ent was acknowledged before me this day of —CXAQbCe_t1. ,—, 20 Z�by
'it T, Inuit". attorne in fact) for
(rnullc of Party Oil behalf VrA4WI inso-lulloot wasV" 27 F
Personalty Known OR Produced identification -f Notary Signature
Type of ldenfificakoyl pwo1w, -- ��uc" N-are Win
Verification ponsuant tea securest 91525, Florida Statutes. Under Penalties of perjury, I declare than rave read the foregoing and that the facts stated
in it are true to the hest of toy knowtodill: and belief. i ,Y� I re tha av
0�hoile Lincoln
rlissio n
lilt y
HH 10637
Exp.10130=25
Corporate
Lakeland
Tampa
Sarasota
&LLUUMM
866-717-8582
V� I [, v,% 'n s; f
**CHANGE ORDER**
757-348-4604
llfl6k
License#: CGC1527975
�= -1
I a MM PF, ME*: - -
Non-1
Style
Two Light Slider-
Location
Living Room
Size
-49
Quantity
Inerior Color
t
161hite
Exterior Color
White
Grids
No Grids
Glass Coating
Conservation Glass
Style
Two Light Slider-
Location
Living, Room
Size
73-49
Quantity
Ct*
Interior Color
White
Exterior Color
White
A
Grids
No Grids,,
Glass Coating
Conservation Glass
Style
Double Hung-
Location
—Garage
size
36-37
Quantity
Interior Color
White
Exterior Color
White
Grids
No Grids
Glass Coating
Conservation Glass
Style
Three Light Slider-
Location
Kitchen
Size
Interior Color
105-49
White
Quantity
Exterior Color
1
White
Grids
No Grids
Glass Coating
Conservation Glass
Style
Two Light Slider-
Location
Kitchen
'7777' Size
52-49
Quantity
I interior Color
White
Exterior Color
White
Grids
No Grids
Glass Coating
Conservation Glass
Style
Size
at*, Interior Color
Grids
Style
Size
Interior Color
Grids
Style
Size
Interior Color
Grids
Obscure Glass
Style
Size
7-7 Interior Color
---i Grids
Obscure Glass
a", a W, 0 La Titytlwm
73-37
White
No Grids
73-37
White
No Grids
� M
Size 73-49
Interior Color White
Grids No Grids
Services ni-ot erformed - b wo4eec"inoows & �Ik!001"S LLLs
SUMMe BRUN =.a i
Location
Quantity
Location
Quantity
ru'X, L I
M
Location
%mantity
M"
Location
Quantity
Exterior Color
oating
Page 2 of 4
Bedroom 1
1
White
Conservation Glass
Bedroom 2
White
cmjf"aM
Bathroom
1
White
Conservation Glass
Master Bath
1
White
Conservation Glass
Bedroo
W it h I
ttion Glas�r-
M,
Window Treatments
In the event Reece Builders/Windows, Inc. is requested to remove and/or reinstall existing shutters/blinds/drapes or any
other window treatment(s) Reece Builders/Windows, Inc. is not liable for any damages
Page of
Builders/Mbdows, Inc.
Since 1972
Date: 10 / 11 / 2022
Adchress: 5906 AVOCADO STREET ZEPHYRHILLS 33542 Measured By: -pl,
No.
Style
Location
Size
Grids
Color
Panels
Comments
L
X -75-
NO
WHITE
- -
NO
-
2
��s
`71
-72 11,3 X 4-ct `/e,
- -
3
x
4
9 LS
KLT-
(c)5 x 41 :/B
v
5
V Cr
7
/ 9 x 4(� 'Is
6
7 X
7
2j—s
x
8
AV3�
3 x
9
5', x 2k
10
L5
I\A seb
k LO x
11
X 4 9
X
Grids: NO Alarm: -�
Existing Windows Wood
House Style
Customer Understands Alarm Procedure:
Vinyl _ Steel Aluminum
Brick - Wood - Block 7-4
Company: REECE BUILDERS
Prepared By: JOHNNY
Client Name: RAMOS
Design Data Building Data
Job Description: WINDOWS
Project Number: 20596
Wind Velocity (mph)
145
Mean Roof Height 18
Risk Category
2
Building Width (ft) 55
Exposure Category
B
Building Length (ft) 53
Directionality Factor
0.85
Roof Slope (x:12) 4
Internal Pressure Coefficient
0.18
Design pressures listed below are: Allowable Strength
-OPENING
MARK
1
OPENING
DESCRIPTION
2LS
-TO-CATION
ZONE
4
OPENING
ELEVATION
3
OPENING DIMENSIONS MAXIMUM POSITIVE
WIDTH (INCHES) HEIGHT (INCHES) PERSSURE (PSF)
52 50 21.8
MAXIMUM NEGATIVE
PRESSURE(PSF)
-23.7
2
2LS
4
3
73
50 213
-23.2
3
DH
4
3
36
38 223
-24.6
4
31-S
4
3
105
50 20.8
-22.7
5
2LS
5
3
52
50 21.8
-28.6
6
2LS
4
3
73
38 21.7
-23.6
7
21-S
4
3
73
37 21.8
--
-23.7
8
AWN
4
3
36
25 T23
-
24.6
9
AWN
4
3
36
25 22.7
-24.6
10
31-S
4
3
110
50 20.7
-22.6
11
21.5
4
3
73
50 21.3
-23.2
Width of End Zone (a) in feet = 5.3
a.,
(a STRUCTURFS WTERINATIONALLLC
swv* fthooft **Wo"
11/1/2022 8:44 AM
1/4/2021 ,
Florida Building Code Online
FL #
FL28486-R2
Application Type
Revision
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)
Equivalence of Product Standards
Certified By
Product Approval Method
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
ROJ14AN
AAMA/WDMA/CSA 101/I.S.2/A440
Method 1 Option A
Date Submitted 11/06/2020
Date Validated 11/09/2020
Date Pending FBC Approval
hftps://www.floridabuilding,org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvsWZ7iutEqYpU7vOmfZjgUK99bH7YOlhw2605Lao3tlw`/`3d`/`3d
Year
2011
im
1 /4/2021
Date Approved
Florida Building Code Online
11/20/2020
Sum __mart' of Products
FL #
Model, Number or Flame
Description
28486.1
Series 8313 Vinyl Tilt Double Hung
Series 8313 Vinyl Tilt Double Hung Window 53" x 77" Non- j
Window
Impact Through Jamb Anchoring.
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL28486 R2 C CAC NI014261-R1 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:
FI 2 R7 II RPI S0076 Rev() SeriOf �
j111 Verified By: Robert J. Amoruso, P.E. FL License No. 49752
( Created by Independent Third Party: Yes
Evaluation Reports
FI 2R4R6 R2 AE PERNo2579 Rev2 FL28486 8313 DH ss p If
Created by Independent Third Party: Yes
i
Contact Us :: 2�01 Blair Stone Road, Tallahassee FL 32399 Phone' 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 St�nte of Florida.:: Privacy Statement :: Accessibility Statement :: RefL!ryd 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:
https://www.floridabuildinq.orq/pr/pr app dti.aspx?param=wGEVXQwtDgvsWZ7iutEgYpU7vOmfZjgUK99bH7YOlhw2605Lao3tlw%3d%3d 2/2
REGENCY PLUS.) INC.
SERIES 8313 VINYL TILT DOUBLE i / U
53" MAX. FRAME WIDTH -1
6" MAX.
O.C. (TYP.)
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 CONCRETEWASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. IX BUCK OVER CONCRETEIMASONRY IS OPTIONAL. WHERE 1X BUCKS ARE USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND IX
BUCK INTO CONCRETEIMASONRY SUBSTRATE. WHERE 1X BUCK IS NOT USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME INTO
CONCRETEIMASONRY SUBSTRATE. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR
MEMBRANE S THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO THE FOLLOWING.
4.1. AAMAfWDMA/CSA 101N.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.
5.2.2. U-SHAPED GALVANIZED STEEL - BOTTOM RAIL OF SASH AND EXTERIOR MEETING RAIL.
6.
GLAZING:
6.1.
GLAZING DETAIL AS TESTED: 22.1mm (0.870") NOMINAL O.A. IGU COMPRISED OF 2 UTES OF 3- (0.1IV) TEMPERED GLASS AND 16.05mm (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 AAMANJDMAICSA 101/1.5.2/A440 SHALL BE ALLOWED PER ASTM E7300 IN NON-HVHZ
LOCATIONS.
7.
APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS,
-
"MAX.
6.
SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM
9-3/8
ALLOWABLE SHIM STACK TO BE114".
0. C . (TV! f P .)
g
ANCHORING I I
s
CONCRETE WITH I I/B" MIINIMUM EDGE DISTANCE AND V MINIMUM EMBEDMENT INTO MASONRY WITH 2 MiNiMU EDISTANCE. DISTA E•LOCATE ANCHORS AS
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1' TOLERANCE.
6 MAX.
10,
FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE#10 FLATHEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM
EMBEDMENT INTO SUBSTRATE WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR
® O.C. (TYP.)
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.
m
12.
ALL FASTENERS TO BE CORROSION RESISTANT.
ELEVATION
EXTERIOR VIEW
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 D.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:
13.1. 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"), 33KS1 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
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Robert J. Amwuso, P.E.
Honda P.E. No. 49752
Ni 49762 %b.
^ss
Digitally signed,
by Robert J.
Aoruso, P.E.
Date: 2018.11.21
10:45:00-05'00'
RTC Product Design Group, LLC
PO Box 520775
Longwood, FL 32752-0775
321-690-1788 info@ptc-corp.com
FBPE Certificate of AnIhonzafion
No. 25935
.INSTALLATION SUBSTRATE
BY OTHERS. SEE NOTES
1 TO 3 THIS SHEET.
PERIMETER SEAL
BY OTHERS
EXTERIOR =aEiji '�
W NDOW
HEIGHT
PERIMETER SEAL
BY OTHERS
INSTALLATION SUBSTRATE
BY OTHERS. SEE NOTES
1 TO 3 THIS SHEET.
HEAD BEDDED IN
SILICONE SEALANT
1/4" MAX.
SHIM SPACE
INTERIOR
SILL BEDDED IN
SILICONE SEALANT
1/4" MAX.
SHIM SPACE
VERTICAL CROSS SECTION
WOOD FRAMING, 2X WOOD BUCK,
CONCRETE/MASONRY OR METAL FRAME
APPROVED
MIN. EMBEDMENT,
INTERIOR --SEE NOTE 5 THIS
Z;
1/4" MAX.
SHEET.
SHIM SPACE
INSTALLATION ANCHOR. WOOD
SCREW SHOWN. SEE NOTE 5
zo
THIS SHEET FOR ANCHOR TYPE
w
L
REQUIRED.
0
MIN. EDGE
DISTANCE. SEE
NOTE 5 THIS
SHEET.
O
VINSTALLATION
SUBSTRATE
EXTERIOR PERIMETERSEAL
BY OTHERS. SEE NOTES 1
BY OTHERS
TO 3 THIS SHEET.cry
Z
—WINDOW WIDTH --�
1:
z
C6 2: <
mul
<
m X
HORIZONTAL (JAMB) CROSS SECTION
3 n. 0-
no
g
WOOD FRAMING, 2X WOOD BUCK,
j<
CL (9 j
Oz
00
I
CONCRETE/MASONRY OR METAL FRAME
APPROVED
Lu
>- 1.- 2
0 U)
z 0
'1.-
Uj L) <
0
0 0
Z
INSTALLATION NOTES:
5;z
t APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING:
1.1.
-1. WOOD FRAMING
12. STEEL STUD FRAMING AND
uj
1.3. CONCRETE AND/OR MASONRY
X
2. SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO
w
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 IX BUCK IS NOT USED, DISSIMILAR
MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR
Robert I Amomw, RE.
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'.
5. SUBSTRATE ANCHORING METHODS:
5.1. 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 I 118"MINIMUM EDGE
OSTR a OF Zw 4tw
DISTANCE AND I'MINIMUM EMBEDMENT INTO MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE -/- 1'
TOLERANCE.
Digita , Ily sl9ped
5.2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 FLAT HEAD WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A I 318'MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4"MINIMUM
by Rbb'ert J.
EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
ANCHOR LOCATIONS HAVE /- I"TOLERANCE.
Amoruso, P.E.
5.3. FOR ANCHORING INTO METAL STRUCTURE USE #10 FLAT HEAD SMS OR SELF DRILLING SCREWS
Date: 2018.11.21
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'
INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- I'TOLERANCE.
PTC Product Design Group, ULC
6. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY.
PO Box 520775 Longwood,
FL 32752-0775
7. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH
321-690-1786 inf.@pt.—,p...
FBPE Certificate of Authorb,aUon
ASTM E2112.
No. 25935
17
BCIS Home I Log In I User Registration 1 Hot Topics Submit Surcharge I Stats & Facts Publications 1 Contact Us 1 BCIS Site Map Links 1 Search 1
bc3
Product Approval
USER: Public User
Pr
Product Approval > Product or Application Search > Applicption list > Application Detail
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 Korzeniecki
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/l.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--E2--,Eguiv EERNo2520 Rgv2 FL11411 2000 5405 HS 5s.pff
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
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 98C 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 PERNa2520 Rev2 FL11411 2000 5405 HHSss.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.pdf
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.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
Contact Us :: 2601 Glair Stone Road, Tallahassee FL 32399 Phone: 855-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Prime Statement :: Accessibifity 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 .
axa'�.:wa
SERIESREGENCY PLUS, INC.
I I I VINVL HORIZONTALt 1! 1l
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 101A.S.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: 7/8" 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 -IN 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 AAMANVDMA/CSA 101/I.S.2/A440 SHALL BE ALLOWED PER ASTM E1300,
7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS.
B. 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".
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 1 118"
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.
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 910 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" 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 #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.
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 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
14. APPROVED CONFIGURATIONS: XOX, OX AND XO.
TABLE OF CONTENTS
SHEET
DESCRIPTION
1
NOTES
2
ELEVATION & ANCHORING
3
INSTALLATION DETAILS
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Robert J. Amoroso, P.E,
Florida P.E. No. 49752
yJpMES 7y{k ES .4p"a
,pg �
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.^4�fis�COBtOp'4?�w
Digitally signed
by Robert J
i It
RTC Prodoot Design Group, LLC
PO Box 520775
Longwood, FL 32752-0775
321-6904788 info@ptc-corp,
FBPE Certificate of Authonza4ion
No. 25935
111^ MAX r*xwc vwum
rMAXu
| | | MAX O.C.
MAX14
FRAME
HEIGHT
DESIGN PRESSURE RATING (PSF) IMPACT RATING
NOTES:
1. MAXIMUM ACTIVE PANEL SIZE: 35-3/4^X59-3/4^
z. MAXIMUM O.L.U.:35^X57-1/2r(FIXED LITE)
3. (4)1-1/2^X1/4^WEEP LOUVERS 3^AND 32^FROM EACH END.
4. (4)3/4^X1/4^VVEEPNOTCHES ATEXTERIOR 0FSILL TRACK.
5. (2)3/4^X1/4^WEEP NOTCHES ATINTERIOR TRACK ENDS.
HARDWARE SCHEDULE
--v_-]T-Y-P-E SWEEP LOCK I V FROM EACH END OF MEETING STILE
(2) METAL KEEPER AT FIXED MEETING STILE
3TEEL REINFORCEMENT AT RAILS AND STILES OF ACTIVE PANELS
�MAX.
1
Florida p E. No. 49752
Digitally signed
byRobert ]
*muruso
Date: 2018.02.03
=m�����
�;�a�=�°
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.
1.1. 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. IX 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 1116" Oft 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 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.
5.2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO
ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- V 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 y
REQUIRED.
MIN. EDGE
DISTANCE. SEE
NOTE 5 THIS
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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Robert J. Amoroso, P.E.
Florida P.E. No. 49752
S' 00 pryge'',
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= aY'I 49752 'NO'+"
ab
Digitally signed
by Robert J
Amoruso
Date: 2018.02.02
13:33:27-05'00'
PTC Produd Design Group, LLC
PO Box 520775
Longwood, FL 32752-0775
321-690-1788 info@ptc -p.com
FBPE Certificate of Authorization
No. 25935
FL # FL11410-R8
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 Korzeniecki
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
Casement
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
y9m
2008
1994
1994
1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL11410-98 Equiv EERNo2519 Rev2 FL11410 2000 5205 Casement ss,p df
Product Approval Method Method 1 Option A
9
Date Submitted 10/19/2021
Date Validated 10/20/2021
Date Pending FBC Approval
Date Approved 10/26/2021
summary of Products
FL #
Model, Number or Name
Description
11410.1
Series 2000 Casement
Series 2000 Vinyl Casement Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL11410 R8 C CAC N1006321-R9.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
12/31/2027
Design Pressure: +45/-45
Installation Instructions
Other:
FL11410 R8 II RPLS0051 RevB Series-2000-Casement ss.pdf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL11410 R8 AE PERNo2519 Rev2 FL11410 2000 5205 Casement ss.pdf
Created by Independent Third Party: Yes
11410.2
Series 5205 Casement
Series 5205 Impact Vinyl Casement Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL11410 R8 C CAC NI006316.01-Rl.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
09/30/2027
Design Pressure: +55/-55
Installation Instructions
Other:
FL11410 R8 II RPLS0052 RevC Series-5205-Casement ss.pdf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL11410 R8 AE PERNo2519 Rev2 FL11410 2000 5205 Casement ss.pdf
Created by Independent Third Party: Yes
EME
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.:: Privacy. 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 850.487.1395. *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:
`,¢,.°max' R cdra;k
SERIES_jnnLEfGEN`CY PLUS, INC.
2000 WINDOW
34" MAX. FRAME
WIDTH
111, O.C. TYP.
HEAD & SILL
6" TYP. CORNERS
AT HEAD & SILL
75" MAX.
FRAME
HEIGHT
ELEVATION
EXTERIOR VIEW
VENT SIZE: 32" x 73"
D.L.O. SIZE: 27.25" X 68.375"
HARDWARE SCHEDULE
A. (1) SINGLE HANDLE 3-POINT LOCK ON LOCK JAMB
..1) ._Y. _..
B. (1) METAL KEEPER LOCK STILE AT LOCK LOCATIONS
C. (1)STANDAR ROTO OPERATOR ON SILL
D. METALSNUBBERS AT END OF HINGE JAMB
E. GALVAM7ED STEEL TUBE REINFORCEMENT IN HOLLOWS C
PERIMETER HOLLOWS OF THE SASH
15.75" O.C.
TYP.
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 CONCRETE/MASONRY SUBSTRATE. WHERE IX 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/NWWDA 101/I.S.2-97. SEE TEST REPORT NO. NCTL-210-2747-2 DATED
1217101 BY NATIONAL CERTIFIED TESTING LABORATORIES, ORLANDO, FL FOR DETAILS.
5. MATERIAL:
5.1. FRAME: EXTRUDED RIGID PVC.
5.2. REINFORCEMENT: GALVANIZED STEEL TUBE - LARGEST HOLLOW OF ALL VENT MEMBERS AND JAMB FRAME MEMBERS.
6, GLAZING:
6.1. GLAZING DETAIL AS TESTED: 7/8" NOMINAL O.A. IGU COMPRISED OF 2 LITES OF 1/6" TEMPERED GLASS AND 1/2" DESICCANT STEEL
SPACER, INTERIOR GLAZED WITH TWO (2) LEAF DUAL DUROMETER BACK -BEDDING AND A SNAP -IN TWO (2) LEAF DUAL
DUROMETER 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 AAMAIWDMAICSA 101B.S.2/A440 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 1/4".
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
TOLERANCE,
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1
6" CORNERS
3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
AT JAMBS
INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/_ V TOLERANCE..
11. 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.
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 (G) 0.42
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'), 33KS1 OR ALUMINUM 6063-T5 0.048" THICK MINIMUM
TABLE OF CONTENT
SHEET
DESCRIPTION
1
ELEVATION, ANCHORING AND NOTES
2
INSTALLATION DETAILS
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Robert J. Amoroso, P.E.
Florida P.E. No. 49752
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DESIGN PRESSURE RATING (PSF) IMPACT RATING PTO Product Resign Group, LLC
PO Box 520775
+45.0/-45.0 NONE Longwood, FL32752-0775
321-690-1788 info@ptc p.com
FBPE Certificate of Authorization
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
EXTERIOR
WINDOW
HEIGHT
EXTERIOR
PERIMETER SEAL
BY OTHERS
INSTALLATION SUBSTRATE
BY OTHERS. SEE NOTES
1 TO 3 THIS SHEET.
INSTALLATION ANCHOR. WOOD MIN. EMBEDMENT,
SCREW SHOWN. SEE NOTE 5 SEE NOTE 5 THIS
THIS SHEET FOR ANCHOR INTERIOR 1/4" MAX. SHEET.
TYPE REQUIRED. SHIM SPACE
INSTALLATION ANCHOR. WOOD
MIN. ---- — SCREW SHOWN. SEE NOTE 5
EMBEDMENT, SEE THIS SHEET FOR ANCHOR TYPE
NOTE 5 THIS SHEET. REQUIRED.
1 /4" MAX.
SHIM SPACE
II►�Ihla[�I
INTERIOR
MIN.
EMBEDMENT, SEE
NOTE 5 THIS SHEET
1/4" MAX.
SHIM SPACE
MIN. EDGE DISTANCE. SEE INSTALLATION ANCHOR, WOOD
NOTE 5 THIS SHEET. T "--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
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MIN. EDGE DISTANCE. SEE
NOTE 5 THIS SHEET.
EXTERIOR Li-z _z3 t
PERIMETER SEAL
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BY OTHERS INSTALLATION SUBSTRATE
WINDOW WIDTH BY OTHERS. SEE NOTES 1
TO 3 THIS SHEET.
HORIZONTAL (JAMB) CROSS SECTION
WOOD FRAMING, 2X WOOD BUCK,
CONCRETE/MASONRY OR METAL FRAME
APPROVED
INSTALLATION NOTES:
1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING:
1.1. WOOD FRAMING,
1.2. 2X WOOD BUCK,
1.3. METAL FRAMING, AND
1.4, CONCRETE AND/OR MASONRY
2. SUBSTRATE 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 CONCRETEIMASONRY 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.
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".
5. SUBSTRATE ANCHORING METHODS:
5.1. FOR ANCHORING INTO CONCRETE/MASONRY USE 3116" 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.
5.2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN HEAD WOOD SCREWS WITH SUFFICIENT
LENGTH TO ACHIEVE A 1 3/8" 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.
8. OPTIONAL FLANGE INSTALLATION; SHOWN IN HORIZONTAL (JAMB) CROSS SECTION IS APPROVED AND ALSO
APPLICABLE TO HEAD AND SILL.
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Robert J. Ammso, P.E.
Florida P.E. No. 49752
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Digitally signed
by Robert .i
Amoruso
Date: 2018.02.02
13:34:55-05'00'
PTC Product Design Group, LLC
PO Box 520775
Longwood, FL 32752-0775
321-690-1788 lnfo@pto-cwp.
FBPE Certifies a of Authodzagon
No. 25935