HomeMy WebLinkAbout18-20457 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 20457
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 20457 Address: 5554 11TH ST
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est.Value: Parcel Number: 11-26-21-0010-1'0400-0150
Improv. Cost: 6,092.01 OWNER INFORMATION
Date Issued: 11/26/2018 Name: BROWN, VICTORIA
Total Fees: 112.50 Address: 5554 11 TH ST
Amount Paid: 112.50 ZEPHYRHILLS, FL. 33542
Date Paid: 11/26/2018 Phone: 813-614-1247
Work Desc: REPLACE 12 WINDOWS S/S
CONTRACTORS APPLICATION FEES
POWER HOME REMODELING GROUP LLC BUILDING FEE 112.50
I
I
Ins actions Required
FOOTER 2ND ROUGH PLUMB Misc INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
6DNtRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
1'LU HIUH
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: k,
Date Received:Site:
Permit Type: (�������C�,S/e�
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
r
a
i
This comment sheet shall be kept with the permit and/or plans.
Nov 0 'a tole
Kalvin Swj'�� —Plans Examiner Date Co ctor and/or Homeowner
/ (Required when comments are present)
Plan Review
Windows & Doors
1) Need manufacturing installation specifications:
2) Must meet sections R308 and R612 of the 2017 F.B.C.
3) If windows are to be installed inside the historical district,.they will need to be approved
.by the historical committee.
4) No other work shall be permitted (framing, plumbing, and mechanical) unless otherwise
specified.:
5) This is for replacement (glass for glass) only. If you wish to change from screen or vinyl
windows to glass,then additional information is required.
6) All windows to wall connections shall be left visible for. inspection.
7) All labeling and stickers shall remain on windows until final inspection.
8) No work shall start without permit first.
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received phone Contact for Permitting L:8=13334 9718
-�T
Owner's Name Stephen and Victoria Brown Owner Phone Number (813) 614-1247
Owner's Address Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 5554 11 th Street Zephyrhills, FL 33542 LOT#
SUBDIVISION PARCEL ID# 11-26-21-0010-10400-0150
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR E ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR COMM = OTHER
TYPE OF CONSTRUCTION BLOCK Q FRAME = STEEL =
DESCRIPTION OF WORK Remove and replace 12 windows - size for size
BUILDING SIZE I I SQ FOOTAGE= HEIGHT
®BUILDING $ a
6,092.01 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING Q SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address \ License#
OTHER t�.L1 COMPANY Dan Price - Power Home Remodeling
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address 4135 Crescent Park Dr Riverview 33578 License# CRC1331654
III I I I I I I I I I III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence 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
`
^ NOTICE OFDEED RESTRICTIONS: The undersigned understands that this permit may bosubject
which may ba more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired o contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations, If the
contractor is not licensed as required by |ew, both the owner and contractor may be cited for misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Fudhennona, if the owner has hired o contractor orcontractors, 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
nnntractor, that may been indication that he is not properly licensed and is not entitled hopermitting 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 cf new buildings, change of
use in existing bui/dinga, or expansion of existing bui|dingo, as specified in Pasco County Ordinance number 8S-O7and
SO-U7. aoamended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power na}eaoa. If the project does not involve a certificate of occupancy or
final power release, the fees must bepaid prior to permiti Furthermore, if Pasco County Wat r/G Impact
Protectionfees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I
certify that 1, the applicant, have been provided with,a copy of the "Florida Construction Lien Law—Homeowner's
.=".de" prepared by the Florida uepu/u/'e'u of ASncwnu": and Consumer*Affairs. none applicant is someone
other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the^ovvner" prior tocommencement.
CC}NTRACTORVOWNERL`SAFFUDA\DT: | certify that all the information in this application io accurate and that all work
will be done in compliance with all applicable laws regulating conotruction, zoning and land development. Application is
hereby made to obtain o 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 |owa regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. | a/ao
certify that | understand that the regulations of other government agencies may apply to the intended worh, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department ofEnvironmental Protection-Cypress Bmyhemdo, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
- Southwest Florida VVaher. Management District-Wells, Cypress Boyheodo, VVmdmnd Anesm, Altering
Watercourses.
' Army Corps cfEngineens-SeawaUo. Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unih4NmUm, Wastewater Treatment,
Septic Tanks.
' U8 Environmental Protection Agency-Asbestos abatement.
' Federal Aviation Authority-Runways.
| understand that the following restrictions apply to the use offill:
' Use of fill in not allowed in Flood Zone"\y' unless expressly po,mibad.
- If the fill material is to be used in Flood Zone ^A". it is understood that o drainage plan addressing a
,.compensating volume" will be submitted at time of permitting which is prepared by professional engineer
licensed by the State nfFlorida.
- If the. fill material is to be used in Flood Zone "/Y' in connection with a permitted building using stem vva||
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill motaho| 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 odmenao|y affect adjacent propadiem, the owner may be cited for violating
the conditions of the building pannd issued under the attached permit application, for lots |aoa than one (1) '
acre which are elevated by fill, on engineered drainage plan iarequired.
|f| om the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. | understand that a separate permit may be requiredfora|ecthca| wmrk.
p|umbing, signo, weUo, poo|u, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions cf the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension /
may be nsqueatad, in writing, from the Building Official for o period not to exceed ninety (SU) days andwiU 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 TC]YOUR PROPERTY. |P YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT.
OWNER OR -' -CONTRACTOR
Subscribed and sworn m(or affirmed)before methis Subscribed and swom
o is/are personally known to me or has/have produced Who is/are personallyThown to m66r has/have produce'd
as identification. as identification.
by by Al�[� 4rh6azel-I
Notary
Pvwo Notary Public
Commission No. com iVn No
813-780-0020 City of Zephyrhilis Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Permitting F( 813 1 334 9718
. . . . . . . . . . . . . . . . . . . . . . . . n Owner Phone Number lI a=(813)61.4-10 247 F .
Owner's Name Stephen and Victoria Brow n
Owner's Address &X44 fit Owner Phone Number
Fee Simple Titleholder Name i Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 5554 11 th Street Zephyrhills,FL 33542 LOT#
SUBDIVISION PARCEL to# )10-10400-0150 .
(OBTAINED FROM,PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR 8ADDIALT SIGN DEMOLISH
R INSTALL REPAIR
PROPOSED USE = SFR = COMM OTHER
TYPE OF CONSTRUCTION = BLOCK Q FRAME STEEL = L
DESCRIPTION OF WORKRemove I replace 12 windows-size for size
BUILDING SIZE So FOOTAGE HEIGHT
®BUILDING VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE = PROGRESS ENE W.R.E.C.
=PLUMBING 1$
=MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATIO
=GAS = ROOFING E] SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
. . . . . . . . . . . . . . . . . . II . . . . . .
BUILDER COMPANY
SIGNATURE I REGISTERED I Y/ N FEE CURREN YIN
Address I License#
ELECTRICIAN COMPANY [_
SIGNATURE REGISTERED Y1 N FEE CURREN Y/N
Address I License#
PLUMBER COMPANY =
SIGNATURE REGISTERED Y/ N FEE CURREN LILN J
Address I License# F_
MECHANICAL COMPANY
SIGNATURE l REGISTERED Y1 N FEE CVRREN Ly IN
Address License#
OTHER COMPANY Dan=Price-Power Home Remodeling
SIGNATURE REGISTERED I Y/ N FEE CURREN
Address 4135 Crescent Park Dr Riverview 33578 License# FCRC1331654 i 7
I111111
11111111111111111111111111111111111
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 wt Silt Fence Installed,
Sanitary Facilities&I dumpster;Site Work Permit for subdivislonsilarge 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&I 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
***Please mail Certified Copy to contractor's address***
NOTICE. OF COMMENCEMENT
2018174704
Permit Number Tax Folio# 00 0- I&YI X)-
The undersigned hereby gives notice that improvement will be made to O
�1997990 Recc: 10 00
certain Real Property,and in accordance with Chapter 713, Florida Rcpt- IT: 0.00
Statutes,the following information is provided in this Notice of Commencement. DS; 0.00 Clerk
10/15/2018 K. D. K. , DptY
1. DESCRIPTION OF PROPERTY:
(Legal description.of the noperty and street d Iress,if available.15E
Ph-D.PASCO CLERK & COMPTROLLER
PAULA s,OINEIL,
125 L9 - I of I
lei/15/201 01:40 im, (A
OR BK 339%3
2. GENERAL DESCRIPTION OF IMPROVEMENT:—
Remove and replace cl- -s"�- ter S< This space reserved for recording
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LES7E CONTRACTED FOR THE IMPROVEMENT:
Name&-Address: V MprA AM-;-q-51 I I" L Z 3 5!12
Interest in Property: Remove and replace
Fee Simple Title Holder(if different from owner listed above):
4. CONTRACTOR: Name: Dan Price- Power Home Remodeling Phone Number: 610-874-5000 x4037
Contractors Address: 4135 Crescent Park Dr Riverview FL 33578
6. SURETY(if applicable,a copy of the payment bond is attached): Amount of bond: $
Name: Phone Number:
Address:
6. LENDER'S NAME: Phone Number:
Lender's address:,,
7. Person's within'the.State of Florida Designated by Ownerupon whom notice or other documents may be
served as p(cvld6d by Section 7113.13(1)(a)7., Florida Statutes.
Name: Phone Number:
Address:
8. In addition, Owner:designates of to receive
a copy of the Lienor's Notice as provided in Section 713.5(_1)(b), Florida Statutes.
Phone number of person or entity designated by Owner:
9. Expiration of notice commencement(the expiration date will be I year from date of recording unless a different date is
specified. 20,
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
Comm ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13,
FLORIDAES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.
A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPEC U11,.4' 0EN] N_ IN
M 0 "5 EN E M
-XI �Tv.
WM T _E,?OFi,`CO t,
G EN
(Signatuf6 oTowner or Lessee.or Owner's or Lessee's (Print Name and Provide Signatory's Title/Office)
Authorized Officer/Director/Partner/Manager)
State of Florida County of Township:
The for li_g instrument was acknowledged before me jhissll day of 20L�_SL_ by
, Instr for
(type of authority,...e.g.officer:trusteii,att§rney iryfact) �(name of party.on If of h trument was executed)
w 9AJ 5P
Personally Known or,Pro.aj* Z-14-1
Nd0d Sop
(signature of is-State of Florida)'
b0M.XMisiber 8,2021
GG11991S
Nat55t+kffli7_ .
Prepared by: Michael George 4"N".. ROW MM As=ft"
STATE OF FLORIDA COVAITYOF PASCO
_.
THIS IS TO CERTIFY THAT THE FOREGOING IS A
-^' � • A TRUE%4ND CORRECT
ON FILE OR COPY OF THE DOCUMENT
q ;PA'
ALAS-n
OF PUBLIC RECORD IN THIS FFICE
In god-we Trust
HAND ANQ OF
LCI'A'SEALTHIS
DAY OF !�i
. 'NEIL,CLERK&COMPTROLLER
----- DEPUTY CLERK
lvanonal 17eaaquarters OWPI C11 d11U VILAU11d DIUM
2501 Seaport Drive,Chester, PA 19013 33-42878
888-736-6335 September 25, 2018
p ®' WWW.POWERHRG.COM
su�
CRC1331654
„oar— PRODUCT SPECIFICATIONS
naooau a:
Buyer(s)'Information and Description of the Property: Project Number: 33-42878 September 25,2018
Stephen Brown Date of Agreement
(813)614-1247(Stephen's Cell)
Victoria Brown
5554 11 th Street
Zephyrhills, FL,33542
County: Pasco
Township:
Buyer(s) listed above hereby jointly and severally agrees to purchase the goods and/or services listed on the accompanying specification
sheets, in accordance with the prices and terms described in the Custom Remodeling and Improvement and the Product Specifications
(collectively,this"Agreement").
Pre Installation Inspection Date: Your pre installation inspection is tentatively scheduled for TBD.
Windows-WinForce Duraglass Inclusions:All windows meet Florida State product approval.This includes reinforcement, nighttime
safety locks(on Double Hung windows only), double locks (on Double Hung and Slider windows only), welded corners, Heatshield 70,
Duraglass, installation, clean up and haul away of all job-related debris.
It is agreed and understood by and between the parties that the Product Specifications, along with the Custom Remodeling and
Improvement Agreement, constitutes the entire understanding between the parties, and replace any and all prior negotiations,
representations, or agreements, either written or oral. The Product Specifications may not be changed, modified, or varied in any way unless
such changes are in writing and signed by both Buyer(s) and Contractor. Buyer(s) hereby acknowledge that Buyer(s) has read the Product
Specifications.
I have read and received each page of this 2 page agreement.
Power Home Remodeling Group Buyer(s) Buyer(s)
/09/25/18 o /09/25/18
Signature of Remodeling Consultant Signature Signature
Matthew Holowiak Stephen Brown Victoria Brown
YOU,THE BUYER(S), MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY
AFTER THE DATE OF THIS TRANSACTION.SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF
THIS RIGHT.
September 25, 201819:39 11111111111111111 IIH 111111111111111111111111111111111 IN11111
rvavonai rleaaquar-Eers OLUP11VII d1lu vlutulla DIUW11
2501 Seaport Drive,Chester, PA 19013 33-42878
888-736-6335 September 25, 2018
WWW.POWERHRG.COM
CRC1331654
Project Specifications
Windows: Front 1 73.0"x49.5"
WINDOWS: Models WinForce Duraglass Styles Slider Types 2-Lite Configs None
OPTIONS: Color White/White: Grid Pattern : None/Removal Block/Additional Details None
FrT n
JAL-
Windows: Front 1 73.0"x49.5"
WINDOWS: Models WinForce Duraglass Styles Slider Types 2-1-Ite Configs None
OPTIONS: ColdrWhite White Grid Pattern : None I Removal Block I Additional Details None
Windows: Front 1 73.0"x49.5"
WINDOWS: Models WinForce Duraglass Styles Slider Types 2-Lite Configs None
OPTIONS: Color White White Grid Pattern: None 1 Removal Block l Additional Details None
Windows: Front small 1 36.0"x49.5"
WINDOWS: Models WinForce Duraglass Styles Double Hung Types None Configs None
OPTIONS: Color White/White: Grid Pattern : None I Removal Block I Additional Details None
,-U:i
September 25, 2018 19:39 11111 HE IIIIIIIIII IN IIE
E12 W34
UGR=2711 BAS=816 w
924 324 N 24
12 %NIB E34
FOP=72 i�Ow
84 N4
E18
This is a acceptable Site plan submittal, to be included with the product approval cover sheet for windows; and can be obtained from
the Pasco County Property Appraiser web site
• 1/16/2018 Florida Building Code Online
ait,
1
BCIS Home Log In User Registration Hot Topics I Submit Surcharge ? Stats&Facts Publications FBC Staff BCIS Site Map ? Links ,Search
b
a
00',zlir,11,
Product Approval
USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL22300-R1
Application Type Revision
Code Version 2017
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
ALL WORK SHALL
Product Manufacturer Northeast Building Product�in�ES FLORICq �O�FLY WITH PREVAILING
Address/Phone/Email 4280 Aramingo Ave 1VATICNAL ELECTBUI Coj)E,CO®E,
Phi(2115)51phia,PA 35-7110 19124 CAND THE CITY OF�IECP�YjILLS
L.Knowles@nbpmail.com R®INANCES
Authorized Signature Lucas Turner
Luke@TurnerEC.com
Technical Representative
Address/Phone/Email
7 .
Quality Assurance Representative [U�E
Address/Phone/Email Cl7-y OF 7�� `. NOVt! o p 9®18
Category Windows ��f4'S'+e{1�n. R4 A�r�R��L� G
Subcategory Double Hung �9i1 ��V�y4
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Scott Wolters,PE
'3 Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
ASTM E 1886 2005
ASTM E 1996 2009
TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 12/28/2017
Date Validated O1/07/2018
https://www,floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%a2fK8XPIxi6lKfLNaUwjFbYC3vEIF7geadJ3C6vg%3d%3d 1/2
1/1 6120 1 8 Florida Building Code Online
Date Pending FBC Approval
Date Approved 01/10/2018
Summary of Products
i
FL# Model,Number or Name Description
.........._...__..__...__....._.........................._..._._..........................._..-____-_.._.._..._...................._.........................._..-_........._ .__...._.._.........._.... ..._...._._........._.___............__...._.... __...._.......
122300.1 WinForce Double Hung Impact WinForce PVC Double Hung Window,Large Missile Impact
Limits of Use Certification Agency Certificate
E Approved for use in HVHZ:Yes FL22300 Rl C CAC 86-157CAR odf
{ Approved for use outside HVHZ:Yes Fly R1 C. CAC 86-164C.AR odfDdf
I Impact Resistant:Yes FL22300 RI C CAC 86-204CAR.odf
Design Pressure:N/A FL22300 R1 C CAC 86-211CAR.odf
Other:Please see Certifications,Installation Instructions,and FI.22300 Rl C CAC 86-214 .AR odf
Evaluation Report for additional information,design pressures, F 2 300 R1 C CAC86- 15 AR ndf
and configurations that are approved for the HVHZ. FL22300 R1 C CAC86- 6 AR odf
FL22300 RI C CAC 86-403CAR odf
I. FL22300 R1 C CAC 86-412CAR.12df
FL22300 R1 C CAC 86-413 AR-orif
FL22300 RI C CAC86-414 AR.odf
FL22300 Rl C CAC86-415 AR•odf
f F 300 RI C CAC_86-419CAR.12df
FL22300 R1 C CAC86-4 4 AR.odf
Quality Assurance Contract Expiration Date
02/16/2021
Installation InstrFPuctions
FL22300 Rl II A-WinForce-DH-LM-A odf
Verified By: Lucas A.Turner PE#58201
Created by Independent Third Party:Yes
Evaluation Reports
FL22300 RI AE EvaIR-Dort-WinForce-DH-LM-A.odf
Created by Independent Third Party:Yes
22300.2 WinForce Double Hung Non-Impact WinForce PVC Double Hung Window,Non-Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes F 7 00 Rl C CAC86-156 AR.odf
Approved for use outside HVHZ:Yes FL22300 Rl C CAC 86-169CAR.12df
Impact Resistant:No FL22300 RI C CAC86-404 AR.odf
Design Pressure:N/A FL22300 RI C CAC 86-40 .AR.odf
Other:Please see Certifications,Installation Instructions,and FI.7 00 R1 C CAC 86-410 .AR.Ddf
Evaluation Report for additional information,design pressures, FL22300 R1 C CAC 86-411CAR.odf
and configurations that are approved for the HVHZ. FL22300 Rl C CAC 86-417CAR.odf
FL22300 R1 C CAC 86-421 AR odf
FL22300 RI C CAC 86-422CAR.pdf
Quality Assurance Contract Expiration Date
02/16/2021
Installation Instructions
FL22300 Rl ri FPA-WinForce-DH-NI-A.odf
Verified By: Lucas A.Turner PE#58201
Created by Independent Third Party:Yes
Evaluation Reports
FL22300 R1 AE EvalReport-WinForce-DH-NI-A.odf
Created bx Inde endent Third Party:Yes
4;acI< rifuxt
Contact Us;:7601 Blair Slone 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 heM.
Product Approval Accepts:
Credit Card
Safer
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPIxi6IKILNaUwjFbYC3vEIF7geadJ3C6vg%g3d%3d 2/2
GENERALNOTES
1.THE PRODUCT SHOWN HEREIN CONSTRUCTED FROM DECEUNINCK FL#22300 WINFORCE DOUBLE HUNG WINDOW
EXTRUDED RIGID PVC FRAMES HAS BEEN TESTED TO AAMA/WDMAICSA APPROVED CONFIGURATIONS NON-IMPACT
101/I.S.2/A440-08/11,AND MEETS THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE,6TH EDITION(2017)..CONFIGURATIONS NOTED AS HVHZ DESIGN
APPROVED HAVE ALSO BEEN TESTED TO TAS202-94,AND ARE CONFIGURATION HVHZ PRESSURE IMPACT
ACCEPTABLE FOR USE IN THE HIGH VELOCITY HURRICANE ZONE. APPROVEDRATING RATING LOCK NOTE: 1 LOCK ASSEMBLY
2.THIS PRODUCT IS NON-IMPACT AND REQUIRES THE USE OF IMPACT 54"x7T'EQUAL LITE YES +50/-50 PSF (ITEMS 23-25)ALLOWED FOR
PROTECTIVE DEVICES(SHUTTERS)IN WINDBORNE DEBRIS REGIONS. 24"x7T'EQUAL LITE YES +501-50 PSF 24°X77"MAX.SIZE ONLY. ALL
3. THE DESIGN PRESSURES INDICATED IN THIS DRAWING ARE AS 45" 86"EQUAL LITE YES +50/-50 PSF OTHER CONFIGURATIONS
x
LIMITED BYASTM E-1300 GLASS TABLES,AND TESTED WATER AND REQUIRE 2 LOCK ASSEMBLIES
STRUCTURAL PRESSURES. 53"x86"EQUAL LITE NO +40t 50 PSF NONE
4,THIS DOCUMENT ADDRESSES PRODUCT ANCHORAGE TO ACHIEVE W1 FULL SCREEN INSECT SCREEN NOTE: ALL
THE INDICATED DESIGN PRESSURES AT THE INDICATED SIZES,IN THE 53"x86"EQUAL LITE NO +50/-50 PSF SIZES EXCEPT 53"X86"MAY USE
CONFIGURATIONS SHOWN IN THE ELEVATIONS. INSTALL PRODUCTS W/HALF SCREEN FULL SCREEN 53 HALF SCREEN
WITH MAXIMUM SHIM GAP,MINIMUM EDGE DISTANCE AND EMBEDMENT, 42 x82"ORIEL NO +501-50 PSF AT FULL DESIGN PRESSURE
AND WITH FASTENER TYPE AS SHOWN IN THE DETAILS AND AS
INDICATED IN TABLE 1. FOR FULL PRODUCT CONSTRUCTION DETAILS 54"MAX.
SEE NCTL TEST REPORTS 210-4067-02/02A/03/03A,AND 11"MAX.ON 24"MAX.WINDOW WIDTH
210.4083-03/04/05A/05C/06B/06C. WINDOW WIDTH 6"MAX.
14"MAX.ON CENTER,
5.MINIMUM GLAZING IS INSULATING GLASS 1/8 ANNEALED+1/2"GED FROM
STAINLESS STEEL INTERCEPT SPACER+118"ANNEALED,GLAZED WITH CENTER,TYP. � CORNER, TYP. I 6"MAX.FROM
6.THE 4/3 ALLOWABLE STRESS INCREASE FAC OR(SHORT-TERM 111 TYP. CORNER,TYP.
INCREASE FACTOR)HAS NOT BEEN USED IN THE ANCHOR ANALYSIS --
FOR THIS SYSTEM. THE 1.6 Cd FACTOR WAS USED IN THE ANALYSIS OF
ANCHORAGE INTO WOOD SUBSTRATE. I _ O O
7.THE OPENING SUBSTRATE MATERIALS(FRAMING,MASONRY,BUCKS) p y� n 2}a p
AND ATTACHMENT OF BUCKS TO THE SUBSTRATE ARE BY OTHERS AND >r E M>C 0 F
SHALL BE VERIFIED BY THE ARCHITECT OR ENGINEER OF RECORD OR X w ;r: ��C X �y+�W
AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). Q ti �C Lu cC Z W_
BUCKING,OPENINGS,&BUCKING FASTENERS MUST BE PROPERLY 2 w ¢S Lucas
DESIGNED&INSTALLED BY OTHERS IN ACCORDANCE WITH THE FBC TO io O Z It. Z a Turner
TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. WITH O 1- O co V O "' ti O 2017-12-28
MASONRY OPENINGS,WOOD BUCKS ARE OPTIONAL. of = O0 Z a O �`Z 16:26+19:00
8.DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE 2 h n 0 3 H Co p
COATED OR OTHERWISE PROTECTED TO PREVENT GALVANIC r XX
REACTIONS. WOOD BUCKS,IF USED,SHALL BE PRESSURE TREATED, U A � N lL m
WITH EITHER A TREATMENT OR COATING COMPATIBLE WITH THIS Rty°,
SILLANCHOR
PRODUCT. SILL ANCHOR
9.ALL ANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING SPACING SAME AS HEAD SPACING *ar N. 58201 'i
SAME AS HEAD
ce
COMPATIBLE WITH THE PRESSURE TREATED WOOD BUCKS AND ALL
OTHER WINDOW MATERIALS. 54"x77"EQUAL LITE ELEVATION 24"x77"EQ. LITE ELEV. '°'•SrA7E Oo.•s'�,.'
10.ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH
THESE DRAWINGS,OR AS APPROVED,SIGNED,AND SEALED BY A +�''SSj.,.Ok....FLORIDA REGISTERED PROFESSIONAL ENGINEER ON A SITE-SPECIFIC TABLE OF CONTENTS NORTHEAST BUILDING PRODUCTS
BASIS. SHEET DESCRIPTION 4280 Aramingo Ave.,Philadelphia,PA 19124 r7�
11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER 1 NOTES,ELEV., Ph.(215)535-7110 www.camelotwindows.com 12/27/2017
. P.E.
DOCUMENT.
INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE CONFIG TABLE SHEET DESCRIPTION: DATE DRAWN: Lucas A.7/2017 RESPONSIBILITY OF OTHERS AND ARE NOT ADDRESSED BY THIS 2 ELEV.,GLAZING NOTES,ELEVATION 4/13/2017 FL PE#58201
3 VERTICAL SECT. 1239 Jabara Ave.
12. FOR ADDITIONAL REQUIREMENTS SEE GENERAL ANCHOR NOTES, 4 HOR1Z.SECTIONS SCALE: NTS REV:A
SHEET 4. North Port,FL 342$8
5 BOM,PART DWGS DRAWING:FPA-WINFORCE-DH-NI SHEET: 1 OF 5 Ph.941-380-1574
WINFORCE DOUBLE HUNG WINDOW, NON-IMPACT
45"MAX. 53"MAX.
WINDOW WINDOW 42"MAX.
11"MAX. WIDTH 6"MAX. 12"MAX, WIDTH 6"MAX WINDOW
ON CENTER, FROM ON CENTER, 14"MAX. WIDTH 6"MAX.FROM ON CENTER, FROM
TYP. CORNER, TYP• CORNER, -n,P � CORNER,
TYP. TYP.
TYP.
O� p O� N o
(WE
W H Cl) LL
W H LL
Z (� Z / = W
Q
(a 0 x
W... aop � !; Cop Nm
p Qw 0
w
z_ � 1 z I— z
W` N O W N O W f
U ❑ V p V cc)p
&
Cl)� cv)� N
2
SILL ANCHOR SILL ANCHOR SILL ANCHOR
SPACING SPACING SPACING
SAME AS HEAD
SAME AS HEAD SAME AS HEAD
45"x86" EQUAL LITE ELEVATION 53"x86" EQUAL LITE ELEVATION 42"x82"ORIEL ELEVATION
SEE TYPICAL 1/2"GED 1/8"ANNEALED
GLAZING 20 22 SEE LOCK GLASS
STAINLESS STEEL
DETAIL NOTE, ,c>vs'•.
INTERCEPT SPACER
SHEET 1 '•�•��'''jo see s ;p2mpy
GE SCS2801
D — 1/8"ANNEALED SILICONE _
16 _ GLASS ;po: STn7€ of ;car
17 D ',,s���A��N``•
36 34 NORTHEAST BUILDING PRODUCTS
o 0
EXT. 4280 Aramingo Ave.,Philadelphia,PA 19124 �Z
Ph. 215 535-7110 www.camelotwindows.com
8 9 D � rn c ) 12/27/201 7
EXT. INT. N H Z SHEET DESCRIPTION: DATE DRAWN: Lucas A.Turner,P.E.
TYPICAL GLAZING � m ELEVATIONS,GLAZING DETAIL 4/13/2017 FL PE#58201
MEETING RAILS DETAIL 1239 Jabara Ave.
DETAIL SCALE: NTS REV:A North Port,FL 34288
DRAWING:FPA-WINFORCE-DH-NI SHEET: 2 OF 5 Ph.941-380-1574
WINFORCE DOUBLE HUNG WINDOW, NON-IMPACT SEE GENERAL ANCHOR NOTES,SHEET4.
MIN.EDGE DIST., SEE TYP.GLAZING
APPLIES TO BOTH DETAIL SHEET 2 9
SUBSTRATE EXT.AND INT.SIDES, z_Lou w�
BY OTHERS, SEE TABLE 1 g U Q 15 4
SEE TABLE 1 w I— EXT. INT.
CLEARANCE
SEALANT BY 30 HOLE AND PLUG
INSTALLER 10 D O- INSTALLATION
FASTENER,SEE
1 1 TABLE 1,SEE
aLOCATIONS V
U �� SHEETS 1-2 cn
15 0� 2 U SEALANT BY ❑ I
g INSTALLER _ 1
0
35 STRUCTURAL
SILICONE
D INSTALLATION - r
FASTENER,SEE MIN.EDGE DIST.,
o w SUBSTRATE
TABLE 1,SEE z w w
EXT. INT. m w m BY OTHERS, APPLIES TO BOTH
LOCATIONS g m¢ EXT.AND INT.SIDES,
SHEETS 1-2 w l— SEE TABLE 1
SEE TYP.GLAZING SEE TABLE 1
DETAIL SHEET 2 CLEARANCE
HOLE AND PLUG
TYPICAL HEAD VERTICAL SECTION TYPICAL SILL VERTICAL SECTION
................
Y` :� 'P���.
Na 58204 �P
TABLE 1:EQUAL LEG/FLANGE FRAME INSTALLATION ANCHOR REQUIREMENTS TABLE a ? * S+=
NOTE: ALL ANCHORS ARE PAN HEAD OR HEX WASHER HEAD = = Fa
9. STAIE OF tkly
SUBSTRATETYPE ANCHOR TYPE MIN.EMBED. MIN.EDGE DIST. ?"FS <Qa10 1G��1,�
CONCRETE(2.0 KSI MIN) 3/16"ITW TAPCON 1" 1 1/8" 0 �;s`0
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" NORTHEAST BUILDING PRODUCTS 4280 Aramingo Ave.,Philadelphia,PA 19124 yZ
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" Ph.(215)535-7110 www.camelotwindows.com 12/27/2017
2X MIN.SOUTHERN PINE WOOD(G=0.55) #10 GRADE 5 WOOD SCREW 1-3/8" 1" SHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E.
HEAD/SILL INSTALLATION 4/13/2017 FL PE#58201
16 GAUGE(0.060")MIN.STEEL STUD,33KSI #10-16 HILTI KWIK-FLEX OR ITW 1/2" 1239 Jabara Ave.
YIELD MIN.,OR 1/8"ALUM.6063-T5 MIN. TEKS SELF-DRILLING SCREW FULL SCALE: NTS REV:A North Port,FL 34288
DRAWING:FPA-WINFORCE-DH-NI SHEET: 3 OF 5 Ph.941-380-1574
WINFORCE DOUBLE HUNG WINDOW, NON-IMPACT
1/4"MAX.
1/4"MAX. INSTALLATION FASTENER, SHIM SPACE INSTALLATION FASTENER,
SHIM SPACE SEE TABLE 1,SEE SEE TABLE 1,SEE
LOCATIONS SHEETS 1-2 MIN.EMBED., LOCATIONS SHEETS 1-2
MIN.EMBED., SEE TABLE 1
SEE TABLE 1
U) CLEARANCE. u) CLEARANCE
w J = F w HOLE AND PLUG w = F_ w r HOLE AND PLUG
c0IL ZU) oaLL�z � w
z mp o � ❑ INT. z -0� wm� ❑ INT.
rn W U) oo (A W (A o0
0 �
°o a SEE TYPICAL o a
GLAZING
DETAIL,
SHEET.2
❑ ❑
o
SUBSTRATE T• SUBSTRATE 0 EXT.
BY OTHERS, BY OTHERS, 5 SEALANT BY
SEE TABLE 1 SEE TABLE 1 INSTALLER
SEALANT BY 3 18 9 37
INSTALLER
TYPICAL JAMB HORIZONTAL SECTION TYPICAL OPTIONAL ADD-ON FLANGE SECTION,
JAMB SHOWN, MAY ALSO BE USED HEAD/SILL
GENERAL ANCHOR NOTES: y�pry �cE+....
1.INSTALL ONE ANCHOR AS INDICATED IN DETAILS ON SHEETS 3 AND 4 AT EACH LOCATION 5e201
SHOWN IN THE ELEVATIONS ON SHEETS 1 AND 2. c x #
2.INSTALL SHIMS AT EACH ANCHOR LOCATION WHERE A GAP OF 1/16"OR GREATER EXISTS srnTe of .+L
BETWEEN PRODUCT FRAME AND SUBSTRATE. ,o-. w�
3.SHIMS SHALL BE LOAD-BEARING(PLASTIC OR METALLIC)AND CAPABLE OF
TRANSFERRING LOADS TO SUBSTRATE.
4.SPECIFIED ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL FINISH OR NORTHEAST BUILDING PRODUCTS
STUCCO,BY OTHERS. FOR ATTACHMENT TO METAL SUBSTRATES ENSURE FULL THREAD 4280 Aramingo Ave.,Philadelphia,PA 19124 Z�
ENGAGEMENT THROUGH METAL WALL WITH MIN.3 THREADS BEYOND. Ph.(215)535-7110 www.camelotwindows.com 1212712017
5.FOR MASONRY WITH WOOD BUCKS LESS THAN 1-1/2"THICK,EMBEDMENT SHALL BE SHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E.
BEYOND WOOD BUCKS AND INTO MASONRY. WOOD BUCKS ARE OPTIONAL WITH MASONRY JAMB INSTALLATION/ALT.FLANGE 4/13/2017 FL PE#58201
INSTALLATIONS WHERE MASONRY EDGE DISTANCE CONDITIONS ARE MET WITH NO BUCKS. 1239 Jabara Ave.
WOOD BUCKS 1-1/2"THICK OR GREATER SHALL HAVE EMBEDMENT INTO THE WOOD BUCKS. SCALE: NTS REV:A North Port,FL 34288
6. ENSURE 3"MIN.ON-CENTER SPACING BETWEEN ANY TWO INSTALLATION ANCHORS. DRAWING:FPA-WINFORCE-DH-NI SHEET: 4 OF 5 Ph.941-380-1574
BILL OF MATERIALS WINFORCE DOUBLE HUNG WINDOW,
ITEM DESCRIPTION PART NO. SOURCE MATERIAL NON-IMPACT
1 HEAD 10005160 DECEUNINCK PVC
2 SILL 10005161 DECEUNINCK PVC 432 15
3 JAMB 10005162 DECEUNINCK PVC ❑ ❑ 432^
4 SILL EXTENSION 10001 DECEUNINCK PVC �E O
5 ADD-ON FLANGE 10008348341 DECEUNINCK PVC
6 SASH STOP 10008483 DECEUNINCK PVC
7 NItN7 0 N VIN
8 WEATHER STRIPPING .187 BK X.220 HT ULTRA FAB FIN PILE Q p 00�� NC"
9 WEATHER STRIPPING .187 BK X.290 HT ULTRA FAB FIN PILE
10 WEATHER SEAL-SILL FOAM FILLED BULB AMESBURY FOAM/POLYETH. O ❑ ❑
11 BALANCE CLIP ROLLER TILT-RT562 CALDWELL O
12 FRAME SCREWS-SILL TO JAMB #8 X 1/2"PPH-SS MERCHANTS ST.STEEL
13 BALANCE SCREWS #8 X 7/8"PFH -SS MERCHANTS ST.STEEL
14 -32^
15 TOP/BOT.LIFT RAIL 10005541 DECEUNINCK PVC
16 KEEPER RAIL 10005543 DECEUNINCK PVC ❑��
17 LOCK RAIL 10005542 DECEUNINCK PVC �{ 132 12^
18 TOP/BOT.STILE 10008206 DECEUNINCK PVC Jj_ -�
19 BULB SEAL 10008206 DECEUNINCK PVC
20 GLAZING BEAD-34'IG NON-IMP. 10005456 DECEUNINCK PVC c=104
21 PIVOTBAR 16Y513 STAINLESS STEEL CALDWELL ST.STEEL Nc7 ❑ ��N a°
22 PIVOT BAR SCREW #6 x 5/8"PPH TEK-SS MERCHANTS ST.STEEL D `:IN
23 LOCK D2100AL-XX ASHLAND TIN-ZINC 35 36 15 v
24 LOCK SCREW #8 X 1"PAINTED PFH MERCHANTS STEEL
25 KEEPER 13999-999-XX ASHLAND TIN-ZINC ❑
DE
26 KEEPER SCREW #6 X 3/4"PAINTED PFH MERCHANTS STEEL
27 VENTSTOP 1760 VISION VINYL ,
28 TILT LATCH-UPPER SASH 7397 FC-R/7397 FC-L VISION VINYL O
29 TILT LATCH-LOWER SASH 2OF0041 LH /20F0042 RH CALDWELL VINYL 11
30 TILT LATCH SCREW-LOWER SASH #8 X 3/8"PPH TEK MERCHANTS STEEL 2" 1 11"
31 TILT LATCH THUMB BUTTON 20F000501/502 CALDWELL VINYL T[T(o_�i
16
2 CENTER FIN WEATHERSTRIPPING .270 BK.x.270 HT.Adhesive ULTRAFAB FIN PILE i34 LOCK RAIL REINFORCEMENT 10300266 ASTRO SHAPES 6005-T5 ALUM. SIN35 TOP LIFT RAIL REINFORCEMENT 10300159 ASTRO SHAPES 6005-T5 ALUM.36 KEEPER/BOTTOM LIFTRAIL REINF. 10300159 ASTRO SHAPES 6005-T5 ALUM. ' v37 STILE REINFORCEMENT 10300166 ASTRO SHAPES 6005-T5 ALUM. 37 —i _r*; ,,, 5p2ot ;*=
�0� STATE OF :4
;:104 123„ 23 +''%.Scion a�'
32 O 132^ 11^ ,,,n,t�"
8 NORTHEAST BUILDING PRODUCTS
_ ❑ 4280 Aramingo Ave.,Philadelphia,PA 19124 Z Z
23"Y IN I l_ _ J I NIA Ph.(215)535-7110 www.camelotwindows.com 12/27/2017
❑�,= IN L iJ SHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E.
O32 BILL OF MATERIALS,PART DWGS 4/13/2017 FL PE#58201
16 17 D� 34 1239 Jabara Ave.
SCALE: NTS REV:A North Port,FL 34288
DRAWING:FPA-WINFORCE-DH-NI SHEET: 5 OF 6 Ph.941-380-1574
8/10/2618 Florida Building Code Online
F',
-a�Oelt
®R-,
13CIS Home Log In User Registration t Hot Topics Submit Surcharge i stats&Facts Publications p Links i Contact Us BCIS Site Ma Search J
Flo'ida
Product Approval
db r 0 USER:Public User
Product Approval Menu>Product or Al2plication Search>AgPlication List>Application Detail
FL# FL22293-R2
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments public comment:Ext.Ann. Lite does not comply w/2411.1.11.05/18/18
Archived
Product Manufacturer Northeast Building Products Inc.
Address/Phone/Email 4280 Aramingo Ave
Philadelphia,PA 19124
(215)535-7110
L.Knowles@nbpmail.com
Authorized Signature Lucas Turner
Luke@TurnerEC.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Scott Wolters,PE
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/l.S.2/A440 2011
ASTM E 1886 2005
ASTM E 1996 2009
TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 03/13/2018
Date Validated 04/05/2018
https://www.floridabuilding.org/pr/pr--app—dtl.aspx?param=wGEVXQwtDquYPIHVa8bqMSirRyIl4oTUDmOyUStl%2bG6uOwkbORXKLw%3d%3d 1/2
8/10/1019 Florida Building Code Online
Date Pending FBC Approval
Date Approved 04/11/2018
Summary_of Products
FL# Model,Number or Name 1 Description
.... ........................ ........_....-.___..._.......... ......
........................._...._...._-_.._._..._....................._............._-
22293.1 WinForce Horizontal Slider Impact WinForce PVC Horizontal Slider XX and XOX Window,Large
Missile Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22293 R2 C CAC 86-155 AR.pdf
Approved for use outside HVHZ:Yes FL22293 R2 C CAC86-163 .AR.pdf
Impact Resistant:Yes FL22293 R2 C' CAC 86- 9 .AR.pdf
Design Pressure:N/A FL22293 R2 C CAC 86-203CAR.pdf E
Other:Please see Certifications,Installation Instructions,and FL22293 R2 C CAC 86- 0 AR.p�df I
Evaluation Report for additional information,design pressures, FL22293 R2 C CAC 86-212CAR.p_df !
and configurations that are approved for the HVHZ. FL22293 R2 C CAC 86- 1 AR.p-df
FL22293 R2- C CAC 86- 17 AR.pdf j
FL22293 R2 C CAC 86-220CAR.pdf
FL22293 R2 C CAC 86-401 AR.pdf
FL22293 R2 C CAC86-406 .AR.pdf
F1 22993 R AC 86-408CAR.pdf
FL22293 R2 C CAC 86-416CAR.pdf
FL22293 R2 C CAC 86-418 AR.pdf
FL22293 R2 C CAC 86-4 4 AR.Rdf [.
Fl 7 3 R C CA 86-4 SCAR pdf
Quality Assurance Contract Expiration Date i
01/31/2021
Installation Instructions I
FIFI 22293 R? TI FPA-WinForce-SI-1 M-B pdf
Verified By: Lucas A.Turner PE#58201 j
Created by Independent Third Party:Yes
Evaluation Reports
— FL22293 R2 AF FvalReport-WinForce--c;L-LM-13-pdf
Created by Independent Third Party:Yes
____.._._._----._._--_.______�_�
22293.2 WinForce Horizontal Slider Non- WinForce PVC Horizontal Slider XX and XOX Window,Non.-
Impact Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22293 R2 C CAC 86-154CAR.Pdf
Approved for use outside HVHZ:Yes FL22293 R2 C CAC 86-168CAR.pdf [I
Impact Resistant:No FL22293 R2 C CAC 86-400CAR.pdf
Design Pressure:N/A FL22293 R2 C CAC 86-40 AR.Rdf
Other:Please see Certifications,Installation Instructions,and FL22293 R2 C CAC 86-405CAR.pdf
Evaluation Report for additional information,design pressures, FL22293 R2 Q CAC 86-407 AR.pdf
and configurations that are approved for the HVHZ. FI 22293 R AC 86-4 OCAR.pdf
FL22293 R2 C CAC86-4 3 .AR pdf
FL22293 R2 C CAC86-4 AR.Rdf
FL22293 R2 C CAC 86-4 i5 AR.pdf
Quality Assurance Contract Expiration Date
01/31/2021
Installation Instructions
FL22293 R2 IT FPA-WinForceS -NI-B.pdf
Verified By: Lucas A.Turner PE#58201
Created by Independent Third Party:Yes
Evaluation Reports
FL22293 R2 AE EvalReoort-WinForce-SL-NI-B.Rdf
Created by Independent Third Party:Yes
8mtk Next
Contact Us;:2601 Blair Stone Road,Tallahassee FL 32399 Phone;850-487-1824
The State of Florida is an AA/EEO employer.Sppyljgh[2007-20t3 State of Florlda.::Privacy Statement;:Accessiblli[v 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
mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls
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:
tw_ � tOtrtA
Credit Card
Safe
IMEM
https://www.flaridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquYPIHVa8bgMSirRyl14oTUDmOyUStl%2bG6uOwkbORXKLw%3d%3d 2/2
GENERALNOTES WINFORCE HORIZONTAL SLIDER WINDOW'
1.THE PRODUCT SHOWN HEREIN CONSTRUCTED FROM DECEUNINCK
EXTRUDED RIGID PVC FRAMES HAS BEEN TESTED TO AAMANVDMA/CSA NON-IMPACT
101/I.S.2/A440-08/11,AND MEETS THE REQUIREMENTS OF THE FLORIDA APPROVED CONFIGURATIONS
BUILDING CODE,6TH EDITION(2017). CONFIGURATIONS NOTED AS HVHZ
APPROVED HAVE ALSO BEEN TESTED TO TAS202-94,AND ARE ACCEPTABLE DESIGN
REQUIRED HVHZ IMPACT
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE. CONFIGURATION GLAZING` APPROVED PRESSURE RATING
2.THIS PRODUCT IS NON-IMPACT AND REQUIRES THE USE OF IMPACT RATING
PROTECTIVE DEVICES(SHUTTERS)IN WINDBORNE DEBRIS REGIONS. 74"x63"XX 2SL TYPE A YES +50/-50 PSF
3. THE DESIGN PRESSURES INDICATED IN THIS DRAWING ARE AS LIMITED 84"x66"XX 2SL TYPE B YES +50/-50 PSF
BY ASTM E-1300 GLASS TABLES,AND TESTED WATER AND STRUCTURAL PRESSURES. 104"x66"XOX EQUAL LITE TYPE A YES +50/-50 PSF
4.THIS DOCUMENT ADDRESSES PRODUCT ANCHORAGE TO ACHIEVE THE 93"x66"XOX 1/4-1/2-1/4 TYPE A SASH YES +55/-55 PSF NONE
INDICATED DESIGN PRESSURES AT THE INDICATED SIZES,IN THE TYPE B FIXED
CONFIGURATIONS SHOWN IN THE ELEVATIONS. 'X'INDICATES OPERABLE
PANEL,'O'INDICATES FIXED PANEL. INSTALL PRODUCTS WITH MAXIMUM 104"x66"XX 2SL TYPE B NO +40/40 PSF
SHIM GAP,MINIMUM EDGE DISTANCE AND EMBEDMENT,AND WITH
FASTENER TYPE AS SHOWN IN THE DETAILS AND AS INDICATED IN TABLE 1. 104"x66"XOX 114-1/2-1/4 TYPE B NO +40/-40 PSF
FOR FULL PRODUCT CONSTRUCTION DETAILS SEE NCTL TEST REPORTS
2104067-01/01AI01B/01C,AND 2104081-01 B/01C/02B/03B/04A/04C 'SEE GLAZING DETAILS,SHEET 2
5.APPROVED MINIMUM GLAZING IS AS SHOWN IN GLAZING DETAILS ON
SHEET 2 AND AS SPECIFIED IN ALLOWABLE CONFIGURATIONS TABLE ON INSTALLATION 74"MAX.WINDOW WIDTH
THIS SHEET. FASTENER 10-1/2"MAX. 6"MAX.
6.THE 4/3 ALLOWABLE STRESS INCREASE FACTOR(SHORT-TERM INCREASE LOCATION,TYP. FROM
FACTOR)HAS NOT BEEN USED IN THE ANCHOR ANALYSIS FOR THIS F ON CENTER, CORNER,
SYSTEM. THE 1.6 Cd FACTOR WAS USED IN THE ANALYSIS OF ANCHORAGE I TYP• TYP,
INTO WOOD SUBSTRATE.
7.THE OPENING SUBSTRATE MATERIALS(FRAMING,MASONRY,BUCKS)AND �-
ATTACHMENT OF BUCKS TO THE SUBSTRATE ARE BY OTHERS AND SHALL !%` 32-5/8"MAX.
BE VERIFIED BY THE ARCHITECT OR ENGINEER OF RECORD OR AS
APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). BUCKING, o DLO,TYP. w
OPENINGS,&BUCKING FASTENERS MUST BE PROPERLY DESIGNED& 0 X X m LUCBS
INSTALLED BY OTHERS IN ACCORDANCE WITH THE FBC TO TRANSFER u 3: Turner
SUPERIMPOSED LOADS TO THE STRUCTURE. WITH MASONRY OPENINGS, w m p 2018-03-13
WOOD BUCKS ARE OPTIONAL. w z 21:43+20:00
8.DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE COATED O L
OR OTHERWISE PROTECTED TO PREVENT GALVANIC REACTIONS. WOOD U H
BUCKS,IF USED,SHALL BE PRESSURE TREATED,WITH EITHER A W r �- ,����"''DREl4T
TREATMENT OR COATING COMPATIBLE WITH THIS PRODUCT. r,U CENsfi L;Qg!.,�
a`....
, .
9.ALL ANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING z SILL ANCHOR SPACING
O �30 562Q1 :P G
COMPATIBLE WITH THE PRESSURE TREATED WOOD BUCKS AND ALL OTHER SAME AS HEAD
WINDOW MATERIALS. 74"x63"XX 2SL ELEVATION
10.ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH THESE O,c.,
DRAWINGS,OR AS APPROVED,SIGNED,AND SEALED BY A FLORIDA %,FS'
REGISTERED PROFESSIONAL ENGINEER ON ASITESPECIFIC BASIS. TABLE OF CONTENTS %.S�o�;� ���
11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER SHEET DESCRIPTION NORTHEAST BUILDING PRODUCTS
INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE 1 NOTES,ELEV., 4280 Aramingo Ave.,Philadelphia,PA 19124 i
RESPONSIBILITY OF OTHERS AND ARE NOTADDRESSED BY THIS CONFIG.TABLE Ph.(215)535-7110 www.camelotwindows.com 3/12/201B
DOCUMENT. 2 ELEV.,GLAZING SHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E.
12. FOR ADDITIONAL REQUIREMENTS SEE GENERAL ANCHOR NOTES, 3 XOX ELEV. NOTES,ELEVATION 4/13/2017 FL PE#58201
SHEET 5. 4 VERTICAL SECT. SCALE 1239 Jabara Ave.
: NTS REV:B
5 HORIZ.SECTIONS North Port,FL 34288
6 BOM,PART DWGS DRAWING:FPA-WINFORCESL-NI SHEET: 1 OF 6 Ph.941-380-1574
WINFORCE HORIZONTAL SLIDER WINDOW, NON-IMPACT
84"MAX.WINDOW WIDTH 104"MAX.WINDOW WIDTH
8-1/4"MAX.O.C.,TYP. 12"MAX.O.C.,TYP.
INSTALLATION CENTER OF INSTALLATION CENTER OF
FASTENER INTERLOCK 6"MAX. FASTENER INTERLOCK 6"MAX.
LOCATION,TYP. 1 FROM LOCATION,TYP.
FROM
3" CORNER, �3" CORNER,
TYP. TYP.
' 37-5/8"MAX. —_ �:' 47-12"MAX.
DLO,TYP. CO DLO,TYP. C7
0 � X X �� L� X X �
LL io 0 w io 0
Lu mo
z z_ �� �zz
� o 2 � �° C,
to C.) z li
�0 NV�
p SILL ANCHOR SPACING p SILL ANCHOR SPACING
SAME AS HEAD SAME AS HEAD
84"x66"XX 2SL ELEVATION 104"x66"XX 2SL ELEVATION
GED GED
STAINLESS STEEL STAINLESS STEEL
INTERCEPT SPACER 1/8"ANNEALED INTERCEPT SPACER 3/16"ANNEALED
1/8"ANNEALED GLASS 3/16"ANNEALED GLASS
GLASS GE SCS2801 GLASS GE SCS2801 "Pt1DREbY T,,�
E SILICONE EXT. SILICONE
�.'�._' f�a 5B2Cf7 •tp
,7 D 17 D 'f
S Ta7E OF :tV�
OR
FBC.SECT.2411.3.3.1 FBC.SECT.2411.3.3.1 . ........
COMPLIANT SETTING U w COMPL EM IANT SETTING w NORTHEAST BUILDING PRODUCTS
BLOCKS 0 N I—? BLOCKS N I--
,— �m O m g 4280 Aramingo Ave.,Philadelphia,PA 19124
Ph.(215)535-7110 www.camelotwindows.com 3/12/2018
SHEET DESCRIPTION: DATE DRAWN: Lucas A.Turner,P.E.
TYPICAL GLAZING TYPICAL GLAZING ELEVATIONS,GLAZING DETAILS 4/13/2017 FL PE 958201
1239 Jabara Ave.
DETAIL,TYPE A DETAIL,TYPE ISSCALE: NTS REV:B North Port,FL 34288
DRAWING:FPA-WINFORCESL-NI SHEET: 2 OF 6 Ph.941-380-1574
WINFORCE HORIZONTAL SLIDER WINDOW, NON-IMPACT
104"MAX.WINDOW WIDTH 104"MAX.WINDOW WIDTH
INSTALLATION 9-MAX.O.C.,TYP. INSTALLATION 9"MAX.O.C.,TYP.
FASTENER -CENTER OF CENTER OF
LOCATION,TYP. r INTERLOCK 6"MAX FASTENER CENTER OF CENT.OF 6"MAX.
�E
INT'LOCK
INTERLOCK FROM LOCATION,TYP. INTERLOCK
3-3 3- -1 _ 3 3. FROM
- 3 CORNER, - CORNER,
TYP. 3" 3-1 TYP.
--T
31"MAX. 23"MAX.SASH
DLO, C, DLO,TYP.
;E a: .0
0 w
w m 0 w
u- x 0 x C> w �X
ul X 0 X
(Do
Z 0 Co 0 w ,
z CO
Of �&
0 uJ
0 uj 47"MAX.
a: 0 0
ul z a: FIXED DLO
Uj
z
0 SILL ANCHOR SPACING SAME AS HEAD C;z
0 SILL ANCHOR SPACING SAME AS HEAD
104"x66"XOX EQUAL LITE ELEVATION 104"x66"XOX 114-1/2-1/4 ELEVATION
93"MAX WINDOW WIDTH
INSTALLATION —9"MAX.O.C.,TYP.
FASTENER CENTER OF CENT.OF
LOCATION,TYP. LOCK INTLOCK 6"MAX
3" FROM
IN
I.
TERLOCK
3
3- 3.1 CORNER,
.0 0-0- 000 TYP.
20-1/2"MAX.SASH
DLO,TYP.
S2 0 No 53?fit "."A
w
w
LL x 0 X ;,gyp: SrATE OF r*4t4
ul 60 �0.
z
x C) .......%..**'
z
0 41-1/2"MAX NORTHEAST BUILDING PROD
Zo 0 :R 1-- a:
z FIXED DLO'--J . U N UJI 4280 Aramingo Ave.,Philadelphia,PA 19124CTS
:;-0 Ph.(215)535-7110 www.camelotwindows.com
c; z 3/12/2018
0 SILL ANCHOR SPACING SAME AS HEAD SHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E.
FL E
93"X66"XOX 1/4-1/2-1/4 ELEVATION XOX ELEVATIONS 4/13/2017 1239 P Jaba#58201ra Ave.
SCALE: NTS REV-B North Port,FL 34288
DRA-1-1- --' -fINFORCESL-NI SHEET: 3 OF 6 Ph.941-380-1674
WINFORCE HORIZONTAL SLIDER WINDOW, NON-IMPACT SEE GENERAL ANCHOR NOTES,SHEET5.
SEE TYPICAL GLAZING
MIN.EDGE DIST.,
DETAIL,SHEET 2
APPLIES TO BOTH EXT. INT. CLEARANCE
SUBSTRATE EXT.AND INT.SIDES, zw_ W w
BY OTHERS, m w GO 26 HOLE AND PLUG
SEE TABLE 1 SEE TABLE 1 �m w ~Q
6 D o D INSTALLATION
SEALANT BY 14 FASTENER,SEE
INSTALLER TABLEI,SEE
4 O O O LOCATIONS
1 SHEETS13
11 3 zt y 0
3 _¢ _
U c m n
n ��r=d 1 m 0WIL
403 mwm
9
14 INSTALLATION w H
FASTENER,SEE SEALANT BY
6 O O O TABLE 1,SEE INSTALLER
LOCATIONS
26 SHEETS 1-3
EXT. D DINT. CLEARANCE MIN.EDGE DIST.,
HOLE AND PLUG SUBSTRATE APPLIES TO BOTH
BY OTHERS, EXT.AND INT.SIDES,
SEE TYP.GLAZING SEE TABLE 1
SEE TABLE 1
DETAIL SHEET 2
TYPICAL HEAD VERTICAL SECTION TYPICAL SILL VERTICAL SECTION
TABLE 1:EQUAL LEG/FLANGE FRAME INSTALLATION ANCHOR REQUIREMENTS TABLE s`
NOTE: ALL ANCHORS ARE PAN HEAD OR HEX WASHER HEAD z� AT ov
SUBSTRATETYPE ANCHORTYPE MIN.EMBED. MIN.EDGE DIST.
CONCRETE(2.0 KSI MIN) 3/16"ITW TAPCON 1" 1 1/8" ' Its, `
NORTHEAST BUILDING PRODUCTS �Z
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" 4280 Aramingo Ave.,Philadelphia,PA 19124
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1•' 1" Ph.(215)535-7110 www.ramelotwindows.com 3/12/2018
2X MIN.SOUTHERN PINE WOOD(G=0.55) #10 GRADE 5 WOOD SCREW 13/8" 1" SHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E.
HEAD/SILL INSTALLATION 4/13/2017 FL PE#58201
16 GAUGE(0.060")MIN.STEEL STUD,33KSI #10-16 HILTI KWIK-FLEX OR ITW 1/2" 1239 Jabara Ave.
YIELD MIN.,OR 1/8"ALUM.6063-T5 MIN. TEKS SELF-DRILLING SCREW FULL SCALE: NTS REV:B North Port,FL 34288
DRAWING:FPA-WINFORCESL-NI SHEET: 4 OF 6 Ph.941-380-1574
WINFORCE HORIZONTAL SLIDER WINDOW, NON-IMPACT
1/4"MAX. 1/4"MAX.
SHIM SPACE SHIM SPACE
SEE TYPICAL MIN.EMBED., SEE TYPICAL
MIN.EMBED., 1 13 25 6 GLAZING DETAIL, 1 13 25 6 GLAZING DETAIL,
SEE TABLE 1 SEE TABLE 1
SHEET 2 SHEET 2
w ~ w
wa_0 ❑ INT. W° p t�W ❑ INT.
¢ m vim °dm chop = o
z �0o� °- Z1-0 �< wolQ— O-
� m wu) � v) wco
❑ a
EXT. a EXT.
0 0
CLEARANCE CLEARANCE
° HOLE AND PLUG ° HOLE AND PLUG
❑ ❑ INSTALLATION ❑ ❑ INSTALLATION
FASTENER,SEE FASTENER,SEE
o TABLE 1,SEE o TABLE 1,SEE
SUBSTRATE LOCATIONS SUBSTRATE LOCATIONS
BY OTHERS, SHEETS 1-3 BY OTHERS, 2$ SHEETS 1-3
SEE TABLE 1 SEALANT BY SEE TABLE 1 SEALANT BY
INSTALLER INSTALLER
TYPICAL JAMB HORIZONTAL SECTION TYPICAL OPTIONAL ADD-ON FLANGE SECTION,
JAMB SHOWN, MAY ALSO BE USED HEAD/SILL
• J``�`i79RE6y����,'
GENERAL ANCHOR NOTES: �csrvs•.•R�'.
1.INSTALL ONE ANCHOR AS INDICATED IN DETAILS ON SHEETS 4 AND 5 AT EACH LOCATION
SHOWN IN THE ELEVATIONS ON SHEETS 1 THROUGH 3.
2.INSTALL SHIMS AT EACH ANCHOR LOCATION WHERE A GAP OF 1/16"OR GREATER EXISTS �� sr�te op
BETWEEN PRODUCT FRAME AND SUBSTRATE. DOE•, c q r��:
3.SHIMS SHALL BE LOAD-BEARING PLASTIC OR METALLIC)AND CAPABLE OF '; a}9'
TRANSFERRING LOADS TO SUBSTRATE. ,�''Sio.......
a;
4.SPECIFIED ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL FINISH OR NORTHEAST BUILDING PRODUCTS
STUCCO,BY OTHERS. FOR ATTACHMENT TO METAL SUBSTRATES ENSURE FULL THREAD 4280 Aramingo Ave.,Philadelphia,PA 19124 Z�
ENGAGEMENT THROUGH METAL WALL WITH MIN.3 THREADS BEYOND. Ph.(215)535-7110 www.camelotwindows.com 3/12/2018
5.FOR MASONRY WITH WOOD BUCKS LESS THAN 1-1/2"THICK,EMBEDMENT SHALL BE SHEET DESCRIPTION: DATE DRAWN: Lucas A.Turner,P.E.
BEYOND WOOD BUCKS AND INTO MASONRY. WOOD BUCKS ARE OPTIONAL WITH MASONRY JAMB INSTALLATION/ALT.FLANGE 4/13/2017 FL PE#58201
INSTALLATIONS WHERE MASONRY EDGE DISTANCE CONDITIONS ARE MET WITH NO BUCKS. 1239 Jabara Ave.
WOOD BUCKS 1-1/2"THICK OR GREATER SHALL HAVE EMBEDMENT INTO THE WOOD BUCKS. SCALE: NTS REV:B North Port,FL 34288
6. ENSURE 3"MIN.ON-CENTER SPACING BETWEEN ANY TWO INSTALLATION ANCHORS. DRAWING:FPA-WINFORCE-SL-NI SHEET: 5 OF 6 Ph.941-380-1574
a
BILL OF MATERIALS WINFORCE HORIZONTAL SLIDER WINDOW,
ITEM DESCRIPTION PART NO. SOURCE MATERIAL NON-IMPACT
1 HEAD/SILUJAMB 10005163 DECEUNINCK PVC
2
3 HEAD/SILL TRACK INSERT 10300127 ASTRO SHAPES 6005-T5 ALUM. 1"
4 HEAD/SILL TRACK INSERT COVER 10008469 DECEUNINCK PVC 432
5
6 CENTER FIN WEATHERSTRIPPING .187 BK.x.290 HT. ULTRAFAB FIN PILE
7 W'STRIP 1"STRIP @KEEPER INT'LCK .270 BK.x.270 HT.ADHESIVE ULTRA FAB FIN PILE I
31.,
6 CENTER FIN WEATHERSTRIPPING .187 BK.x.220 HT. ULTRA FAB FIN PILE 32
9 WEEP COVERS 900-003 LAWRENCE PLASTIC
10
11 HEAD/SILL TRACK SCREWS #8 x 5/8"PPH TEK MERCHANTS STEEL I U E O
12 AIM
13 PULL STILE 100055 DECEUNINCK PVC O �I O
14 TOP/BOTTOM RAIL 10005539 DECEUNINCK PVC ��II
15 KEEPER STILE El
10005543 DECEUNINCK PVC
16 LOCK STILE 10005542 DECEUNINCK PVC
17 GLAZING BEAD-3/4"IG 10005456 DECEUNINCK PVC
18
19 ROLLER 1146 VISION POLYPROPJ BRASS
20 LOCK-DUAL TECH PASSIVE D2100AL-XX ASHLAND NYLON 11„
21 LOCK SCREW #8 X 1"PAINTED PFH MERCHANTS STEEL 2
22 KEEPER 13999-999-X0( ASHLAND TIN-ZINC
23 KEEPER SCREW #6 X 3/4"PAINTED PFH MERCHANTS STEEL 7"
24 �32
25 REINF.PULL&KEEPER STILE 10300159 ASTRO SHAPES 6005-T5 ALUM.
26 REINF.LOCK STILE&TOPBOT.RAIL 10300266 ASTRO SHAPES 6005-T5 ALUM.
27 FIXED LITE FLANKER STOPS 2991E VISION NYLON
28 JADD ON FLANGE 10008341 DECEUNINCK PVC
SEE TYPICAL 16 26 21 20 22 11^
GLAZING 2
DETAIL
00
00
00 COIN LOIN `� �`,
N�m NC7 25 `° `'•�ic tiSF�p�..
AUl No 5&20i t'f`
32 z113; STATH OF :
•.�3/feel p p;ENp�
8 NORTHEAST BUILDING PRODUCTS
25 S I 4280 Aramingo Ave.,Philadelphia,PA 19124 z�
a Ph. 215 535-7110 www.camelotwindows.com
EXT. � ) 3/12/2018
15 26 U I NIA 28 v� SHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E.
U BONI,PART DRAWINGS 4/13/2017 FL PE#58201
LOCK/KEEPER STILES DETAIL 23^ 1239 Jabara Ave.
32 SCALE: NTS REV:B North Port,FL 34288
DRAWING:FPA-WINFORCE-SL-NI SHEET: 6OF6 1 Ph.941-380-1574