HomeMy WebLinkAbout18-20280 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 20280
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 20280 Address: 5503 10TH 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: 11-26-21-0010-11900-0050
Improv. Cost: 2,384.27 OWNER INFORMATION
Date Issued: 10/19/2018 Name: KELLY, BARBARA
Total Fees: 82.50 Address: 5503 10TH ST
Amount Paid: 82.50 ZEPHYRHILLS, FL. 33542
Date Paid: 10/19/2018 Phone: (813)340-5508
Work Desc: REPLACE 12 WINDOWS S/S
CONTRACTOR S APPLICATION FEES-
POWER HOME REMODELING GROUP LLC BUILDING FEE 82.50
i
Ins ections 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.
CONTNNerOk SIGNATURE PERMIT OFFItXR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
/�� Il:fllilllfl
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received: ��� 64 b
Site: J��Q 3
Permit Type:
i
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
Kalvin Swit —Plans Examiner Date Co` ac or and/or Homeowner
(Required when comments are present)
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received _ Phone Contact for Permittin 813 546 4 -96
Owner's Name Barbara Kelly Owner Phone Number (813) 340-5508
Owner's Address 5503 10th Street Owner Phone Number
Fee Simple Titleholder Name I Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 5503 10th Street Zephyrhills, FL 33542 LOT#
SUBDIVISION PARCEL ID# 11-26-21-0010-11900-0050
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTR e ADD/ALT = SIGN = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR Q COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL =
DESCRIPTION OF WORK Remove and replace 12 windows - size for size
BUILDING SIZE SQ FOOTAGE= HEIGHT
®BUILDING $ 2,384.27 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $ -2160
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION /
=GAS = ROOFING = SPECIALTY = OTHER //cc
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES 0P�IV
L
BUILDER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address 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 g2�J COMPANY Dan Price - Power Home Remodeling
SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N
Address 4135 Crescent Park Dr Riverview 33578 License# I CRC1331654
IIIII.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111111111111111111
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 OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands,.that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner', I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such.agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
J Lands, Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement. j
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone W" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall. j
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A.
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY._IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOT=E OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to( r affi e )before me this Subscribed and sworn to(or affi ed) efor a this
by byAn of.A
Who is/are personally known to me 4jlhas/liave produced Who is/are personally known to me or has/haw rod ced
as identification. as identification.
Notary Public Notary Public
\ Commission No. Commission No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
HOME
REM 0-0ELING
To: City of Zephyrhills
Subject: Letter of Authorization
Dear Sir/Ma'am
I Dan Price authorize the individuals listed below to pick up and apply for building permits
under my licenses- CRC1331654 and CCC1331080 for City of Zephyrhills
-Edward Gilbert
-Craig Bickel
-Please remove Joseph Bogan
Sincerely,
Daniel A Price
Vice President of Installations- Power Home Remodeling
610.874.5000 x 4016
dprice@powerhrg.com
Caitlin Fertdkr
€. Commission I GG157443
- Expires:November 2,2021
'sari Bonded
Aaron Notary
DO i 0 Pf i cu. _VS S()n—ow
• h
Plan: Review
Windows & Doors -
= 1). :Need manufacturing installation specifications:
2) Must meet sections R308 and R612 of the 2017. F;B.C.
3). :lf.windows are to b.e installed inside:.the-historical district,-they:will need to be approved
by the historical committee.
4 No other work shall be ermitted (framing, lumbin ..and..mechanical) unless otherwise
) p , ( gip g,
specified.: : .
5 This is.for re lacement lass for lass .onl p (g g ) y.:if' ou,wish to change from screen,or,vinyl
windows to glass, then additional information is-required....
6) All windows to wall conn.ections:shall be left visible for. inspection.
7) -All labeling and:stickers shall-remain.on,windows.until.fina_l inspection.-
8.): .No-work shall start without perr; it first:. .:
ivauonai rleaaquariers oaivara meuy
2501 Seaport Drive,Chester, PA 19013 33-36994
888-736-6335 August 28, 2018
• ® WWW.POWERHRG.COM
x�
CRC1331654
PRODUCT SPECIFICATIONS
Buyer(s)'Information and Description of the Property: Project Number: 33-36994 August 28,2018
Barbara Kelly DateofAgreement
5503 10th Street (813)340-5508(Barbara's Cell) bkelly1450@aol.com
Zephyrhills, FL,33542
E-Mail Address 1
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 Fri 9/7 between 8:55a and 9:55a.
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)
/08/28/18 /08/28/18
Signature of Remodeling Consultant Signature
Thibault Dacy Barbara Kelly
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.
August 28, 2018 13:41
ivanonai rleaoquariers Dalututt neuy
2501 Seaport Drive,Chester, PA 19013 33-36994
888-736-6335
August 28, 2018
• ® WWW.POWERHRG.COM
CRC1331654
flE400ELIMG Project Specifications
Windows: Hall Bath-RS 1 35.75"x24.75"
WINDOWS: Models WinForce Duraglass Styles Slider Types 2-Lite Configs None
OPTIONS: Color White/White: Grid Pattern : None 1 Removal Block I Additional Details Special Options
(ie. Half Screen,Obscure Glass,etc) Obscure Glass Slider 1 Trim Options No l Remove and Reinstall No I f{: l
Half Screen No
Windows: Laundry Room-B 1 38.0"x37.75" "
WINDOWS: Models WinForce Duraglass Styles Double Hung Types None Configs None
OPTIONS: Color White/White: Grid Pattern : None/Removal Block/Additional Details Special Options
(ie.Half Screen,Obscure Glass,etc) Obscure Glass No I Trim Options Marble Stool I Remove and i
Reinstall No l Half Screen No
b �vx
August 28, 2018 13:41
i National Readquaners
(. : ' Barbara f<eiiy
250i Seaport Dilvo�,Chaster,PA tOtll3
&38•T3f3 8395' 33 3fi 4 ;
" WWW,PMVERHRO.COM August 28,2018 l
Crz(,,watc�a
CUSTOM REMO DEL NGa :ANG3 M0146VEM SIT AGREEMENT
auyer(s)'Inlormatlon and Description of the Property: Project Nurnber:'3�3S5f}4 Auqu�t 2a,zoos
Barbara Keay rlaieca 18
5503 loth Strut {at3),34t 6506(r3iarb oral;(citj'
tafreltyt AStf aol.com
ZCphyrhiiis,El,33542 - -
County:Pasco
Tcnvnstatp: .. ..
i Buyer(s)fisted ataovo hereby jointly and severally agrees to'purchrase the goods and/or s6Mdes of Power Home'!Rernodeffng Group' `
and Its vendors("Contractor")in accordance with the prices and terms described in,thla 5 page'docurnoint and the:tsroduci
Specifications,which are incorporated as part of the Agreement(coifectiveiy,this"Agreement"}. Thls,Agre6rnent represents a cash
} sate of goods and services. Buyer(s)agrees to pay the cost of the goods end services purOP sed'as described herein,regardless of•
timing or approval of any financing Puyer(s)may seek to their purchas�e.,,
i .
Purchase Price: $2,384.27- Fre instaiidtian Inspection bates:
CToLvn Payment: S0,00 :. Fr19r71t>nty n,a:5.55andB;�aSa
Balance flue on, $2,3".27 Ea>ir65fitetd'1"rtsj o4.Star#:>3 tt!8 wectks.
Substantial Completion, �8#flrtated'Dxroject'Compiatitln.,.1 toe 2days
` Method of Payment: Other ;
Y Ourr(s)ackrOvWga that a daM to start aril*mlOw darr;s are NOT or ft e4sara:s. De"hqliw
C:OttftBGlOr"8 c'Anirol•W f0doded In 0alex?atirg Nmo tranteg:.8"t}BI.Yy/ElntiritYYYn CdrtctitratnE.
Buyer(s)hereby'acknowledges receipt of s copy of the pamphlet,"Th6 t:eatf-Safe Certified Quids to Ren"6vat6 Right',informing
Ruyer(s)of the potential risk of lead hazard exposure from•renovation activity to'be perforated in or-at Suyer(s)'Property,at the
address written above.Buyer(s)received this pamphlet an the,date of this Agreie'Mont,before commencement of work:- `
d.� .__Buyer(s)'Initials.
This Agreement constitutes the entire agreement and understanding between,the'partles,arid this Agreement replraces any and•all prior,
s negotiations,representations,or agreements,either"writtera'or oral..No amendtiiehi,"modiiication•or w6iwr o(this-Agreement shall'be Valid -
i or effective unless in writing and signed by both parties'," acknowledges that B4dr(s)/)'has road•the onGre Agreement 66d
has received a completed,signed,and dated copy of this Agreement,Including the two accompanying Nottoe of Cancellation forma,fart the
date first written above and 2)was orally Informed of his/her right'le canodf this transaction. -
Notice To Owner
a.Do not sign this horns improvement contract In blank: . .
b.You are entitled to a copy of the contract at the time.you sign.Keep it to parote'ct your tegat rights.
e This home improvement contract may contain a mortgage or otherwrlae'create a llen'*s -our prraparty that saute be fot itat$ed"
on if you do not pay.
Be sure you understand all provisions of fhs contract before you
Buyer(s)also agrees and understands that If Buyers),finances thomork with,aa third.party,:the terrds of that flrtaracl in be
contained on separate documents,Including any finance charge,.,-,,',,
Future promotions not applicable. =`
I have read and received each page of this 5'pag�ragr rxfant
povaer--i-lome Remodeling Group Buyers)
Signature of Rern defin Cansullant Signature r
9 g ur
. 9 . . -
Thibault Dacy Barbara Kelly
you,THE BUYER(S),MAY CANCEL,THIS TRANSACTION,,;,1'ANY TIME PRIOR TO MIDNIGHT OF,THE TT IRD BUSINf:&a't°dAy
AlrTER THE DATE OF THIS TRANSACTION, SEETHE ATTACKED NOTICE OF CANdELt,1t'e)(ON f'•OAM OOk'AN ExPLANATION OF
THI$RIGHT,
Auguwt�-8,2016 13:41 f
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received L 6 Phone Contact for Permiffin 813 546 -- 4196
I Tr-
Owner's Name Barbara Kelly. Owner Phone Number (813) 340-5508
Owner's Address 5503 10th Street Owner Phone Number
Fee Simple Titleholder Name F-^ Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 5503 1 Oth Street Zephyrhills, FL 33542 LOT# r
SUBDIVISION PARCEL ID# 1 1-26-21-0010-11900-0050
I
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT SIGN Q Q DEMOLISH
e INSTALL 8 REPAIR
PROPOSED USE 0 SFR Q COMM OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME STEEL
DESCRIPTION OF WORK Remove and replace 12 windows - size for size
BUILDING SIZE F- SO FOOTAGE= HEIGHT 1 7
. . . . . . . . . . . .
®BUILDING $ 2-384.27 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY W.R.L.C.
=PLUMBING 1$
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION 7
=GAS Q ROOFING Q SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO (5
L
BUILDER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License
ELECTRICIAN COMPANY
SIGNATURE REGISTERED j FEE CURREN L_y/N
Address License
PLUMBER COMPANY
SIGNATURE REGISTERED FEE CURREN Lyj N
Address -1 License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address 7 License# F-
OTHER COMPANY Dan Price - Power Home Remodeling
SIGNATURE REGISTERED Y/ N FEE CURREN
Address 4135 Crescent Park Dr Riverview 33578 License# FCRC1331654
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(IO)workinG days after submittal date. Rpouirprinnsitp rnn,,tnjrfinnPI;;nQ qtnrm%Atnt=rPl=nc%Atltzilf Forma ino#«lta,4
Application #:
Pasco County Product Approval Specification Cover
Sheet
............... • As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the
Y , information and product approval number(s) on the building components listed below if they are to be
v. 41... utilized on the construction project for which you are applying for a building permit.
NOTE: It is the responsibility of the permit holder to have the printed installation instructions on the jobsite
for the inspector's verification. Florida approved products are listed online at www.floridabuilding.org or can
be obtained from local product supplier.
WINDOWS AND DOORS j
Symbol Number Product Product Manufacturer Series or, FI or Miami Width Height Positive Negative
i
i on Plan of Units : Category .Subcategory Model# Approval# Pressure Pressure
Example: --- --------- -- � _:__._----- - -
- O 1 Window Double Hung NBP 22300.2 I
O 1 ' Window Slider NBP 22293.2
i
.......__.............._................... ........
..................._..._..-..._.--...._......._........................ ........._.. .............................._..._... _----........_............-._........._ ..._.._ .._............-- -
IN
ALLt�vr3�K S 1��0€3Mi� PR�/AIL_.....{--------- _.._.._--------....—__�
- - - - . . � �ILDING 6®DE, REVIEW
DATE
-
._ pp
_..............................GLD - L�
. _........._...._.................__. IGVPt EE � ---CITY CZFP H RHFLLsILL�t N® — PLANs
ORDINANCES I�
i;
,
:
...._----..._._...._..._...�- - ----- _
• I �
_ .- ---------
OTHER(ROOFING SIDING,SOFFIT, FA CIA, ETC.) -- :. --
...
I i
USE ADDITIONAL SHEETS AS NEEDED SUBMIT TWO (2) COPIES WITH PERMIT APPLICATION
E12 W34
UGR=271'!
ej
824 824 N24
-E12 Vvi 0 E34
FOP=72 Window
34 N4 A
I E10 I
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
-.f,•: .'sC,v' i'J,?:4B.;�sNi ipm , ';n.i '"t ",; ,i 1A
BCIS Home Log In User Registration f Hot Topics Submit Surcharge Stats&Facts Publications FBC staff BCIs Site Map Unks I Search
Florida
LON Product Approval
USER:Public User
� r
Product Aooroval Menu>Product or Aoolkation S arch>Anolication 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
Product Manufacturer Northeast Building Products Inc.
Address/Phone/Email 4280 Aramingo Ave �p ��( \a
Philadelphia,PA 19124 ��
(215)535-7110 �GI t�
L.Knowles@nbpmail.com ���+ ���G���,��,�o�
Authorized Signature Lucas Turner ��V,G���
Luke@TUmerEC.cc 4
Technical Representative
Address/Phone/Email
Quality Assurance Representative v
Address/Phone/Email
Category Windows
Subcategory Double Hung �r�\ p�
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 Vear
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 01/07/2018
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fKSXPIxi6IKILNaUwjFbYC3vEIF7geadJ3C6vg%3d%3d 1/2
1/16/2018 Florida Building Code Online
Date Pending FBC Approval
Date Approved 01/10/2018
Summary of Products
FL# Model,Number or Name Description
22300.1 WinForce Double Hung Impact WinForce PVC Double Hung Window,Large Missile Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22300 R1 C CAC 86-157CAR.odf
Approved for use outside HVHZ:Yes F� R1 CC CAC 86-164CAR.Ddf
Impact Resistant:Yes FL22300 R1 C CAC 86-204CAR odf
Design Pressure:N/A FL22300 R1 C CAC86- 11 AR odf
Other:Please see Certifications,Installation Instructions,and FL22300 300 R1 C CAC 86-21417AR odf
Evaluation Report for additional information,design pressures, FL22300 R1 (7- CAC 86-01 S AR pdf 4
I and configurations that are approved for the HVHZ. FL22300 R1 C CAC86-216CAR.pdf ff
FL22300 R1 C CAC86-403CAR.pdf
F 22300 R1 C CAC 86-41 .AR.Ddf
FL22300 R1 C CAC 86-413CAR Ddf
FL22300 R1 C CAC86-414 AR.Ddf
FL223nn R1 C CAC86-415 AR.Ddf
FL22300 R1 CCAC 86-414 AR Ddf
FL22300 R1 C CAC 86-424CAR Ddf
Quality Assurance Contract Expiration Date
02/16/2021
Installation Instructions
FL22300 R1 II FPA-WinForce-DH-LM-A.Ddf
Verified By: Lucas A.Turner PE#58201
Created by Independent Third Party:Yes
Evaluation Reports
FL22300 R1 AE EvalRenort-WinForce-DH-LM-A.pdf
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 300 Rl C CAC86-156 .AR.pdf
Approved for use outside HVHZ:Yes FL22300 R1 C CAC 86-169CAR.Ddf
Impact Resistant:No FL22300 RI C CAC 86-404CAR.odf
Design Pressure:N/A FL22300 R1 C CAC86-409CAR.pdf
Other:Please see Certifications,Installation Instructions,and FL22300 R1 C CAC 86-410 .AR.Ddf
Evaluation Report for additional Information,design pressures, FL22300 R1 C CAC 86-411CAR.12df
and configurations that are approved for the HVHZ. FL22300 Rl C CAC86-417 AR.pdf
FL22300 R1 C CAC 86-4 1 AR.Ddf
FL22300 RI C CAC 86-422CAR.pdf
Quality Assurance Contract Expiration Date
02/16/2021
Installation Instructions
FL22300 R1 fI FPA-WinForca-DH-NI-A.Ddf
Verified By: Lucas A.Turner PE#58201
Created by Independent Third Party:Yes
Evaluation Reports
FL22300 R1 AE EvalRenort-WinForce-DH-NI-A.Ddf
Created by Independent Third Pa :Yes
tTar,Ex idx:zt
Contact Us;:2601 Blair Stone Road.Tallahassee FL 32399 Phone;850-487-1824
The State of Florida Is an AA/EEO employer.Coovrioht 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 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 emaiis 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 hete_.
Product Approval Accepts:
El 91 F cLh:k M
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app—dtl.aspx?param=wGEVXQwtDgs3M6m9%2fKgXPIxi6lKILNaUwjFbYC3vEIF7geadJ3C6vg%3d%3d 2/2
GENERA
NOTES
1.THEP PRODUCT
FL#22300 WINFORCE DOUBLE HUNG WINDOW
1.THE PRODUCT SHOWN HEREIN CONSTRUCTED FROM DECEUNINCK
EXTRUDED RIGID PVC FRAMES HAS BEEN TESTED TO AAMAAVDMA/CSA APPROVED CONFIGURATIONS NON-IMPACT
101/I.S.2/A440-08/11,AND MEETS THE REQUIREMENTS OF THE FLORIDA DESIGN
BUILDING CODE,6TH EDITION(2017). CONFIGURATIONS NOTED AS HVHZ HVHZ IMPACT
APPROVED HAVE ALSO BEEN TESTED TO TAS202-94,AND ARE CONFIGURATION APPROVED PRESSURE RATING
ACCEPTABLE FOR USE IN THE HIGH VELOCITY HURRICANE ZONE. 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"x77"EQUAL LITE YES +50/-50 PSF 24"X77"MAX.SIZE ONLY. ALL
3. THE DESIGN PRESSURES INDICATED IN THIS DRAWING ARE AS 45"x86"EQUAL LITE YES +50/-50 PSF OTHER CONFIGURATIONS
LIMITED BY ASTM E-1300 GLASS TABLES,AND TESTED WATER AND REQUIRE 2 LOCK ASSEMBLIES
STRUCTURAL PRESSURES. 53"x86"EQUAL LITE NO +40/-50 PSF NONE
4.THIS DOCUMENT ADDRESSES PRODUCT ANCHORAGE TO ACHIEVE W/FULL SCREEN INSECT SCREEN NOTE: ALL
THE INDICATED DESIGN PRESSURES AT THE INDICATED SIZES,IN THE 53"x86"EQUAL LITE NO +501-50 PSF SIZES EXCEPT 53"X86"MAY USE
CONFIGURATIONS SHOWN IN THE ELEVATIONS. INSTALL PRODUCTS I W/HALF SCREEN FULL SCREEN OR HALF SCREEN
WITH MAXIMUM SHIM GAP,MINIMUM EDGE DISTANCE AND EMBEDMENT, 42"x82"ORIEL NO +50/-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 FROM CENTER,
5.MINIMUM GLAZING IS INSULATING GLASS 1/8 ANNEALED+1/2"GED CENTER,TYP.
STAINLESS STEEL INTERCEPT SPACER+1/8"ANNEALED,GLAZED WITH CORNER, TYP• 6"MAX.FROM
GE SCS2801 SILICONE BACKBEDDING W/1/2"GLASS BITE. 1 TYP. CORNER,TYP.
6.THE 4/3 ALLOWABLE STRESS INCREASE FACTOR(SHORT-TERM 1
INCREASE FACTOR)HAS NOT BEEN USED IN THE ANCHOR ANALYSIS
FOR THIS SYSTEM. THE 1.6 Cd FACTOR WAS USED IN THE ANALYSIS OF O O
ANCHORAGE INTO WOOD SUBSTRATE. a m 0 o 0
7.THE OPENING SUBSTRATE MATERIALS(FRAMING,MASONRY,BUCKS) O O
AND ATTACHMENT OF BUCKS TO THE SUBSTRATE ARE BY OTHERS AND LL = w _
SHALL BE VERIFIED BY THE ARCHITECT OR ENGINEER OF RECORD OR w ,;: U (9
Lu
AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). z z
BUCKING,OPENINGS,&BUCKING FASTENERS MUST BE PROPERLY Q = ' ¢ = Lucas
DESIGNED&INSTALLED BY OTHERS IN ACCORDANCE WITH THE FBC TO is O z a O Z a Turner
U
O O O i� O 2017-12-28
TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. WITH � ❑ � p
O O 16:26+19:00
MASONRY OPENINGS,WOOD BUCKS ARE OPTIONAL. - Z Z_
co
8.DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE H p 3: 2 Fes- p
COATED OR OTHERWISE PROTECTED TO PREVENT GALVANIC M W v N W v
REACTIONS. WOOD BUCKS,IF USED,SHALL BE PRESSURE TREATED, U M r U
WITH EITHER A TREATMENT OR COATING COMPATIBLE WITH THIS `�J�e`;•ti�caNSF..py��'
PRODUCT. SILL ANCHOR SILL ANCHOR
SPACING SPACING qc 5920� ':S3
9.ALL ANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING SAME AS HEAD SAME AS HEAD '
COMPATIBLE WITH THE PRESSURE TREATED WOOD BUCKS AND ALL ° ct
OTHER WINDOW MATERIALS. �� �� �sso; srATE of
10.ALL HARDWARE$FASTENERS SHALL BE IN ACCORDANCE WITH 54 x77 EQUAL LITE ELEVATION 24 x77 EQ.LITE ELEV. R�o�
S SjOkA ..
•�
ll
THESE DRAWINGS,OR AS APPROVED,SIGNED,AND SEALED BYA �.�,
FLORIDA REGISTERED PROFESSIONAL ENGINEER ONASITEPECIFIC TABLE OF CONTENTS NORTHEAST BUILDING PRODUCTS
Wo
BASIS. SHEET DESCRIPTION 4280 Aramingo Ave.,Philadelphia,PA 19124 rZ
11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER 1 NOTES,ELEV, Ph.(215)535-7110 www.camelotwindows.com 1 212 7/2 0 1 7
INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE CONFIG.TABLE SHEET DESCRIPTION: DATE DRAWN: Lucas A.Turner,P.E.
-RESPONSIBILITY OF OTHERS AND ARE NOTADDRESSED BY THIS 2 ELEV.,GLAZING NOTES,ELEVATION 4/13/2017 FL PE#58201
DOCUMENT. 3 VERTICAL SECT. 1239 Jabara Ave.
12. FOR ADDITIONAL REQUIREMENTS SEE GENERAL ANCHOR NOTES, 4 HORIZ.SECTIONS SCALE: NTS REV:A North Port,FL 3428E
SHEET4. 5 BOM,PART DWGS I DRAWING:FPA-WINFORCE-DH-NI I SHEET: IOF5 Ph.941-380-1574
WINFORCE DOUBLE HUNG WINDOW, NON-IMPACT SEE GENERAL ANCHOR NOTES,SHEET4.
MIN.EDGE DIST., SEE TYP.GLAZING
DETAIL SHEET 2 9
SUBSTRATE APPLIES TO BOTH o W
BY OTHERS, EXT.AND INT.SIDES, z m W m 4
SEE TABLE 1 SEE TABLE 1 2 m ¢ 15
w H EXT. INT. CLEARANCE
SEALANT BY 36 HOLE AND PLUG
INSTALLER 10 D O-. INSTALLATION
FASTENER,SEE
1 1 TABLE 1,SEE
O LOCATIONS 1 U
2 U CD 1-2 u=j
15 O� m a SEALANT BY 0
8 m INSTALLER
0
35 STRUCTURAL
SILICONE
D INSTALLATION -
FASTENER,SEE MIN.EDGE DIST.,
w SUBSTRATE
EXT. INT. TABLE 1,SEE z_w W-j APPLIES TO BOTH
m m BY OTHERS,
LOCATIONS g rn Q EXT.AND INT.SIDES,
SHEETS 1-2 w F SEE TABLE 1 SEE TABLE 1
SEE TYP.GLAZING
DETAIL SHEET 2 CLEARANCE
HOLE AND PLUG
TYPICAL HEAD VERTICAL SECTION TYPICAL SILL VERTICAL SECTION
iD R
Na 55201 :;�
TABLE 1:EQUAL LEG/FLANGE FRAME INSTALLATION ANCHOR REQUIREMENTS TABLE `*
NOTE: ALL ANCHORS ARE PAN HEAD OR HEX WASHER HEAD sraTe ofIt 0 r w
SUBSTRATETYPE ANCHORTYPE MIN.EMBED. MIN.EDGE DIST. "1011 <OR1aP'6�`'
CONCRETE(2.0 KSI MIN) 3/16"ITW TAPCON 1" 1 1/8" �''sio AL
NORTHEAST BUILDING PRODUCTS
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" 4280 Aramingo Ave.,Philadelphia,PA 19124 XZ
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: 3OF5 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
SEE TABLE 1
MIN.EMBED., SEE TABLE 1
CLEARANCE m CLEARANCE
w = z w HOLE AND PLUG w w= z w HOLE AND PLUG
w°- OO< 03C --j ipaO ,� Cw
2 m Off< ❑ oo INT. Zc -0 w ❑ INT.
co C�~ W fn o0
a E CAL
LAZ NG G o a
DETAIL, o
SHEET 2
❑ ❑
SUBSTRATE EXT. SUBSTRATE 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
"KOFEk.
GENERAL ANCHOR NOTES: ��uy y ousFG .�
1.INSTALL ONE ANCHOR AS INDICATED IN DETAILS ON SHEETS 3 AND 4 AT EACH LOCATION `�� roo 5g2o1 i�
SHOWN IN THE ELEVATIONS ON SHEETS 1 AND 2.
2.INSTALL SHIMS AT EACH ANCHOR LOCATION WHERE A GAP OF 1/16"OR GREATER EXISTS
BETWEEN PRODUCT FRAME AND SUBSTRATE.
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 zZ
ENGAGEMENT THROUGH METAL WALL WITH MIN.3 THREADS BEYOND. Ph.(215)535-7110 www.camelotwindows.com 12/27/2017
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: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 ❑ El432
4 SILL EXTENSION 10005131 DECEUNINCK PVC �� O
5 ADD-ON FLANGE 10008341 DECEUNINCK PVC
6 SASH STOP 10008483 DECEUNINCK PVC
7 NC+N7 0 LhN
8 WEATHER STRIPPING .187 BK X.220 HT ULTRAFAB FIN PILE N N
9 WEATHER STRIPPING .187 BK X.290 HT ULTRAFAB 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 r 232"
15 TOP/BOT.LIFT RAIL 10005541 DECEUNINCK PVC
16 KEEPER RAIL 10005543 DECEUNINCK PVC ❑��
17 LOCK RAIL 10005542 DECEUNINCK PVC 132"
18 TOP/BOT.STILE 10005540 DECEUNINCK PVC
19 BULB SEAL 10008206 DECEUNINCK PVC
20 GLAZJNG BEAD-3/4"IG NON-IMP. 10005456 DECEUNINCK PVC c)ICv
21 PIVOT BAR 16Y513 STAINLESS STEEL CALDWELL ST.STEEL N c101 ❑ ITN o
22 PIVOT BAR SCREW #6 x 5/8"PPH TEK-SS MERCHANTS ST.STEEL
23 LOCK D2100AL-XX ASHLAND TIN-ZINC 35 36
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 �u
29 TILT LATCH-LOWER SASH 2OF0041 LH /20F0042 RH CALDWELL VINYL 1
30 TILT LATCH SCREW-LOWER SASH #8 X 3/8"PPH TEK MERCHANTS STEEL 12 11"
31 TILT LATCH THUMB BUTTON 20F000501/502 CALDWELL VINYL oo 16
32 CENTER FIN WEATHERSTRIPPING .270 BK.x.270 HT.Adhesive ULTRA FAB FIN PILE
34 LOCK RAIL REINFORCEMENT 10300266 ASTRO SHAPES 6005-T5 ALUM. IN ���� yDREty 10"
35 TOP LIFT RAIL REINFORCEMENT 10300159 ASTRO SHAPES 6005-T5 ALUM. _-°D tic tisF4p%
36 KEEPER/BOTTOM LIFT RAIL REINF. 10300159 ASTRO SHAPES 6005-T5 ALUM.
37 STILE REINFORCEMENT 10300166 ASTRO SHAPES 6005-T5 ALUM.
c me u
9; STATE OF ,CU:
SIN 23" �O�(c'.�O S 1OQ'p\��•.
oe 132 123"--{ ��45/ONALE��`�
NORTHEAST BUILDING PRODUCTS
a
4280 Aramingo Ave.,Philadelphia,PA 19124 Z:z_
23"�� �`-N l____J I N1� Ph.(215)535-7110 www.camelotwindows.com 12/27/2017
32 ❑ —1N Lf IJ SHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E.
0
BILL OF MATERIALS,PART DWGS 4/13/2017 FL PE#5a Ave.
16 17 D� 34 1239 Jabar Ave.
SCALE: NTS REV:A North Port,FL 34288
DRAWING:FPA-WINFORCE-DH-NI SHEET: 5OF5 Ph.941-380-1574
8/10/2018 Florida Building Code Online
�fix '.�"'«- ..;,:. '`•�'-
BCIS Home Log In t User Registration RHot Topics '. Submit Surcharge 1 Stats&Facts ! Publications Contact Us n' BCIS Site Map Links ' Search i
dUbProU
dctApproval
j. USER:Public User
-1.),
:ry;•igyvy
Product ARoroval Menu>Product or Aonlication Search>Altolicatign List>Application Detail
r lllln i.i " '- 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@nbpmai'l-c PK SHALL COMPLY VVITH PREVAILIN
ALw+ ,
Authorized Signature Lucas Turner C%OOES FLORIDA BUILDING CODE,
Luke@TurnerEC.} TIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
Technical Representative ORDINANCES
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email Category Windows REVIEW DATE
Subcategory Horizontal Slider CITY OF
CITY 1p—►z�®��pppHpptYRHf�'u
Compliance Method Certification Mark or Ll�sONS CnPity INER
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/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 03/13/2018
Date Validated 04/05/2018
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquYPIHVagbgMSirRyl 14oTUDmOyUStl%2bG6u0wkbORXKLw%3d%3d 1/2
8/10/2Q18 Florida Building Code Online
Date Pending FBC Approval
Date Approved 04/11/2018
Summar of Products
FL# Model,Number or Name Description
..._..._._......____..._...................._----.._....—..............___—____-- __._.._......... _..._.....--.-__.._..._.._ _..__....- —_._....-.._. ____..._-.._.........._._._ —____ ____-.........
22293.1 WinForce Horizontal Slider Impact WinForce PVC Horizontal Slider XX and XOX Window,Large
Missile Impact
Limits of Use Certification Agency Certificate E
Approved for use in HVHZ:Yes FL22293 R2 C CAC86-1 SS AR Rdf
Approved for use outside HVHZ:Yes FL R C CAC 86-163CAR.Pdf
Impact Resistant:Yes FLf2293 R2 C CAC86-199CAR.Wff
Design Pressure:N/A I FI 7 3 R2 C' CAC 86-20s 3CAR pf
Other:Please see Certifications,Installation Instructions,and FL22293 R9 C' CAC 86- 10 AR.Of
Evaluation Report for additional Information,design pressures, FL22293 R2 C CAC86-212CAR.pdf
and configurations that are approved for the HVHZ. FL22293 R2 C CAC 86- AR pdf
FL22293 R2 C CAC 86-217CAR Rdf
FL22293 R2 C CAC 86-220CAR.Pdf
FL22293 R2 C CAC 86-401 AR Rdf
FL22293 R2 C CAC86-406 AR Of
FL22293 R2 C CAC 86-408 .AR pff
FL22293 R C CAC 86-416CAR.pdf
FL22293 R? C rAC 86-418 AR Rdf
FL22293 R? (- CAC 86-434 AR.pdf
FL22293 R2 C CAC 86-435 AR pdf ;
Quality Assurance Contract Expiration Date
01/31/2021
Installation Instructions
FL22293 R? II FPA-WinForce-91-1 M-B pdf
Verified By: Lucas A.Turner PE#58201
Created by Independent Third Party:Yes
Evaluation Reports
F[72293 R2 AF FvalRpport-W*nFprcp--';[--I-M-B.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 F 3 R7 (7 CAC 86-1S4 AR.Rdf
Approved for use outside HVHZ:Yes FL22293 R2 C CAC 86-168CAR.pdf
Impact Resistant:No FL22293 R2 C CAC 86-400CAR.pdf
Design Pressure:N/A FL22293 R2 C CAC 86-402CAR.Of
Other:Please see Certifications,Installation Instructions,and FL22293 R2 C CAC 86-405CAR.Pdf
Evaluation Report for additional information,design pressures, FL22293 R (-AC 86-407 AR Rdf
and configurations that are approved for the HVHZ. FL22293 R C CAC 86-4 0 AR.pdf
FL22293 R2 C CAC 86-4 3 AR pdf
FL22293 R2 C CAC 86-433CAR.pdf
FL22293 R2 C CAC 86-4 6 AR.pdf
Quality Assurance Contract Expiration Date
01/31/2021
Installation Instructions
FL22293 R2 IT FPA-WinFor 41-NI-B.pdf
I Verified By: Lucas A.Turner PE#58201
1 Created by Independent Third Party:Yes
�Evaluation Reports '
FL 3 RZ AE EvalReport-WinForce-SL-NI-B,wff
Created by Independent Third Party:Yes
t3ack PSCY.Y
Contact Us;;2601 Blair Stone Road,Tallahas� F 3 3 Phone;850-487-1824
The State of Florida Is an AA/EEO employer.C22yi1ght 2007-2013 State of Florida.;;Prlva[v Statement;;aces=_cihnity 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 emalis
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 bete-.
Product Approval Accepts:
Credit Card
Safe
29
https://www.floridabuilding.org/pr/pr_app-dtl.aspx?param=wGEVXQwtDquYPIHVagbgMSirRyI 14oTUDmOyUStI%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 1/4-1/2-1/4 TYPE B NO +40/-40 PSF
FOR FULL PRODUCT CONSTRUCTION DETAILS SEE NCTL TEST REPORTS
210-4067-01/01A/01B/01C,AND 210-4081-01B/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 FROM
FACTOR)HAS NOT BEEN USED IN THE ANCHOR ANALYSIS FOR THIS LOCATION,TYP. ON CENTER, I CORNER,
SYSTEM. THE 1.6 Cd FACTOR WAS USED IN THE ANALYSIS OF ANCHORAGE 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, 2 a DLO,TYP. C9
OPENINGS,&BUCKING FASTENERS MUST BE PROPERLY DESIGNED& X X Y_ Lucas
INSTALLED BY OTHERS IN ACCORDANCE WITH THE FBC TO TRANSFER Turner
SUPERIMPOSED LOADS TO THE STRUCTURE. WITH MASONRY OPENINGS, Z m p 2018-03-13
WOOD BUCKS ARE OPTIONAL. gofZ 21:43+20:00
8.DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE COATED 0 W
OR OTHERWISE PROTECTED TO PREVENT GALVANIC REACTIONS. WOOD H
BUCKS,IF USED,SHALL BE PRESSURE TREATED,WITH EITHERA W}a `���PHORE41%�T'�,�
TREATMENT OR COATING COMPATIBLE WITH THIS PRODUCT. U F �y ti� /;s.,t�
9.ALL ANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING Z SILL ANCHOR SPACING
COMPATIBLE WITH THE PRESSURE TREATED WOOD BUCKS AND ALL OTHER O
SAME AS HEAD +0 5 ses
WINDOW MATERIALS.
10.ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH THESE 74"X63"XX 2SL ELEVATION ;moo ware of :emu`
DRAWINGS,OR AS APPROVED,SIGNED,AND SEALED BY A FLORIDA
REGISTERED PROFESSIONAL ENGINEER ON A SITE-SPECIFIC BASIS. TABLE OF CONTENTS
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 3/12/2018
DOCUMENT. 2 ELEV.,GLAZING SHEET DESCRIPTION: DATE DRAWN: Lucas A.Turner,P.E.
12. FOR ADDITIONAL REQUIREMENTS SEE GENERAL ANCHOR NOTES, 3 XOX ELEV. NOTES,ELEVATION 4/13/2017 FL PE 1/58201
SHEETS. 4 VERTICAL SECT. 1239 Jabara Ave.
5 HORIZ.SECTIONS SCALE: NTS REV:B North Port,FL 34288
6 BOM,PART DWGS DRAWING:FPA-WINFORCESL-NI SHEET: 1 OF 6 Ph.941-380-1574
WINFORCL 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. FROM LOCATION,TYP. FROM
"3„ CORNER,� [3„ CORNER,
TYP.
I ►— 37-5/8"MAX. / ' 47-12"MAX.
DLO,TYP. 2 2 a %' DLO,TYP. c9
maw OW
LL X X �? X X
r' io O XX Lul - io O
� wx co QZ co Z Q W Z O w Z_
coo 2Z}a 3 io0
� Lu
O~ & O�
O 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 .�`�y� °Etitrt,'%
EXT SILICONE EXT SILICONE ^-�a: v' $F';QY�'.
17 D 17 D s�o: sra E 7
of :gym
......O R
FBC.SECT.2411.3.3.1 FBC.SECT.2411.3.3.1 '',S � Eta�.
COMPLIANT SETTING w COMPLIANT SETTING _ w NORTHEAST BUILDING PRODUCTS
BLOCKS O N E-? BLOCKS 0 N H
m m 2 4280 Aramingo Ave.,Philadelphia,PA 19124
Ph.(215)535-7110 www.camelotwindows.com 3/1 212 01 8
SHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E.
TYPICAL GLAZING TYPICAL GLAZING ELEVATIONS,GLAZING DETAILS 4/13/2017 FL PE 958201
1239 Jabara Ave.
DETAIL,TYPE A DETAIL,TYPE B SCALE: NTS REV:B North Port,FL 34288
DRAWING:FPA-WINFORCESL-NI SHEET: 2OF6 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 6"MAX FASTENER CENTER OF CENT.OF
INTERLOCK INTERLOCK INTERLOCK INT'LOCK 6" '
LOCATION,TYP. FROM LOCATION,TYP. FROM
"3" "3" CORNER, "3., "3 CORNER,
TYP.
P.DLO,TYP. -
23"MAX.SASH =
a a ;% DLO,TYP. C7
w_
tLL ry X O X �� X O X
xx
zx ❑
W i' z O Q w X. ' z_
OU 47"MA
zLLJ a co U z n FIXED DLO
LLI
p SILL ANCHOR SPACING SAME AS HEAD p SILL ANCHOR SPACING SAME AS HEAD
104"x66"XOX EQUAL LITE ELEVATION 104"x66"XOX 1/4-1/2-1/4 ELEVATION
93"MAX.WINDOW WIDTH
INSTALLATION 9"MAX.O.C.,TYP.
FASTENER CENTER OF CENT.OF 6"MAX
LOCATION,TYP. IN TERLOCK INT'LOOC�K� FROM
r-"3" I "3" I CORNER,
TYP.
20-1/2"MAX.SASH ° .p..ORE4y r
� s F..p� ,
DLO,TYP. 0
No 5B207 5 t'�y
p x W
�
tY /� O X LO; SPATE OF
x W 6 O i�(� O R 107
Q' CO Z
o w 41-1/2"MAX. NORTHEAST BUILDING PRODUCTS
z a: 0 DLO 4280 Aramingo Ave.,Philadelphia,PA 19124 z�
U r Ph.(215)535-7110 www.camelotwindows.com 3/12/2018
p SILL ANCHOR SPACING SAME AS HEAD SHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E.
XOX ELEVATIONS 4/13/2017 FL PE#58201
93"x66"XOX 1/4-1/2-1/4 ELEVATION 1239 Ja—,a Ave.
SCALE: NTS REV:B
North Port,FL 3428E
DRAWING:FPA-WINFORCE-SL-NI SHEET. 3 OF 6 Ph.941-380-1574
WINFORCE HORIZONTAL SLIDER WINDOW, NON—IMPACT SEE GENERAL ANCHOR NOTES,SHEET5.
SEE TYPICAL GLAZING
MIN.EDGE DIST.,
DETAIL,SHEET 2
APPLIES TO BOTH
SUBSTRATE o W EXT. INT. CLEARANCE
EXT.AND INT.SIDES, z_w w
BY OTHERS, in 26 HOLE AND PLUG
SEE TABLE 1 SEE TABLE 1 �m Co
w ~ 6 D o D D INSTALLATION
SEALANT BY 14 FASTENER,SEE
INSTALLER TABLE 1,SEE
4 LOCATIONS
SHEETS 1-3
0 jo 3
W
U
3 � �U 11 > o `-�uzia
D a � 1 oWW
4 9 ° EJ 2
14
INSTALLATION w
FASTENER,SEE SEALANT BY
6 O O O TABLE 1,SEE INSTALLER
26 LOCATIONS
SHEETS 1-3
EXT. D D INT. CLEARANCE SUBSTRATE MIN.EDGE DIST.,
HOLE AND PLUG BY OTHERS, APPLIES TO BOTH
SEE TYP.GLAZING SEE TABLE 1 EXT.AND INT.SIDES,
DETAIL SHEET 2 SEE TABLE 1
TYPICAL HEAD VERTICAL SECTION TYPICAL SILL VERTICAL SECTION
No 58261 t7�^
TABLE 1:EQUAL LEG/FLANGE FRAME INSTALLATION ANCHOR REQUIREMENTS TABLE + w
NOTE: ALL ANCHORS ARE PAN HEAD OR HEX WASHER HEAD =9 srnTe of :u`
SUBSTRATETYPE ANCHORTYPE MIN.EMBED. MIN.EDGE DIST.
��PF' <,oaIoPr�`'�.'
CONCRETE(2.0 KSI MIN) 3/16"ITW TAPCON 1" 1 1/8" ��sslo1
NORTHEAST BUILDING PRODUCTS
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.camelotwindows.com 311 212 01 8
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-TS MIN. TEKS SELF-DRILLING SCREW FULL SCALE: NTS REV:B North Port,FL 34288
DRAWING:FPA-WINFORCE-SL-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
MIN.EMBED SEE TYPICAL MIN.EMBED., SEE TYPICAL
., 1 13 25 6 GLAZING DETAIL, 1 13 25 6 GLAZING DETAIL,
SEE TABLE 1 SEE TABLE 1
SHEET 2 SHEET 2
co m
C7 W=ZWr C�_j W�
Lu -a � ❑ _ INT. Lu p�m� ❑ INT.
¢ m vim Qm uim
Z -0 �ww 0 Z -O wola- ❑-
� Ln wco -avi wm
m ❑ I EXT, m ❑ a EXT.
o
CLEARANCE CLEARANCE
❑ HOLE AND PLUG ❑ HOLE AND PLUG
❑ ❑ INSTALLATION _ ❑ ❑ INSTALLATION
FASTENER,SEE FASTENER,SEE
o TABLE 1,SEE o TABLE 1,SEE
SUBSTRATE 0 LOCATIONS SUBSTRATE LOCATIONS
BY OTHERS, SHEETS 1S BY OTHERS, 28 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
GENERAL ANCHOR NOTES: �,csusLp,,
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 9', srnt£
BETWEEN PRODUCT FRAME AND SUBSTRATE. o•. w�
3.SHIMS SHALL BE LOAD-BEARING(PLASTIC OR METALLIC)AND CAPABLE OF ..........a n p�?•
TRANSFERRING LOADS TO SUBSTRATE. o,,sfQ'AL
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.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:B North Port,FL 34288
6. ENSURE 3"MIN.ON-CENTER SPACING BETWEEN ANY TWO INSTALLATION ANCHORS. DRAWING:FPA-WINFORCESL-NI SHEET. 5 OF 6 Ph.941-380-1574
BILL OF MATERIALS WINFORCE HORIZONTAL SLIDER WINDOW,
NON-IMPACT
ITEM DESCRIPTION PART NO. SOURCE MATERIAL
NO- PVC
1 HEAD/SILL/JAMB 10005163 _DECEUNINCK PVC
2 005_ ��UM.
3 HEAD/SILL TRACK INSERT 10300127 ASTRO SHAPES jj6005-T5.ALUM. 32
4 HEAD/SILL TRACK INSERT COVER 10008469 DECEUNINCK PVC
5
6 CENTER FIN WEATHERSTRIPPING .187 13K.x.290 HT. ULTRA FAB FIN PILE 31
7 W7S-T .,—RIPV STRIP KEEPER INT'LCK .270 BK.x.270 HT.ADHESIVE ULTRA FAB FIN PILE —
8 CENTER FIN WEATHERSTRIPPING .187 BK.x.220 HT. ULTRA FAB FIN PILE 32
—9 WEEP COVERS 900-003 --gWRENCE PLASTIC D
_10 ttJl
1-1 HEAD/SILL TRACK SCREWS #8 x 5/8"PPH T EK MERCHANTS STEEL 9-
co
12 PVC Cl @)
13 PULL STILE 10005541 DECEUNINCK — PVC
14 TOP/BOTTOM RAIL 10005539 DECEUNINCK
15 KEEPER STILE 10005543 DECEUNINCK PVC
—LOCK
16 STILE 10005542 DECEUNINCK PVC
17 GLAZING BEAD-3/4"IG 10005456 DECEUNINCK PVC
18 —19 POLYPROP./BRAS
ROLLER 1146 VISION
20 LOCK-DUAL TECH PASSIVE D21 OOAL-)O( ASHLAND NYLON
—
271-LOCK_SCREW #8 X I"PAINTED PFH MERCHANTS STEEL
--22—KEEPER 13999-999-XX ASHLAND TIN-ZINC 1-7.
23— W6 X_314'PAINTED PFH MERCHANTS STEEL
KEEPER SCREW 32
24 — 6005-T5 ALUM. —
25 REINF.PULL&KEEPER STILE 10300159 ASTRO SHAPES cnl(0
_REINF.LOCK RAIL 10300266 ASTRO SHAPES 6005-T6ALUM.r26 , STILE&TOP/BOT.
1 27 ]FIXED LITE FLANKER STOPS 1 29918 VISION NYLON
1 28 JADD ON FLANGE — 10008341 DECEUNINCK PVC
SEE TYPICAL 16 26 21 20 22 11. 12"
GLAZING
DETAIL
Ti250 C0 M 04 ...... Yz;"
C;CCV011m
23,
1
32 s scare o;z J&E4
6 tow$&,A\.
Mow"
i I 0
io
8 NORTHEAST BUILDING PRODUCTS
Cl) I LP 91
Ave., zZ
280 Aramingo hiladelphia,PA 191J24
0 __ 1. . com
25 Ph.(215)535-7110 wvvW.camelotMndo—ws.com 3/1212018
EXT. DESCRIPTION: DATE DRAWN: Lucas A.Turner,P.E.
cac) W FL PE#58201
15 28 _A SHEET DESCRIPTION:
23. BOM,PART DRAEWINGS 4/13/2017 1239 Jabara Ave.
LOCK/KEEPER STILES DETAIL 32 SCALE: NTS REV:B North Port,FL 34288
,WI 0 SL I - 60F6 Ph.941-380-1674
DRAWING;FPA-WINFORCE- NI-NI SHEET.