HomeMy WebLinkAbout20-22371 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 22371
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 22371 Address: 5839 8TH 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: 11-26-21-0010-01300-0060
Improv. Cost: 13,581.80 OWNER INFORMATION -
Date Issued: 1/27/2020 Name: JENKINS, WAYNE &TAMMY
Total Fees: 165.00 Address: 5839 8TH ST
Amount Paid: 165.00 ZEPHYRHILLS FL 33542-3607
Date Paid: 1/27/2020 Phone:
Work Desc: REPLACE 11 WINDOWS S/S
CONTRACTORS APPLICATION FEES. :-
POWER HOME REMODELING GROUP LLC BUILDING FEE 165.00
Ins ections Required
FOOTER 2ND ROUGH PLUMB MISC INSULATION EILING
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.
&___ &re�
TRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
C. of Zer)hvrhills
City 1 3
BUILDING PLAN REVIEW COMMENTS
ti
Contractor/Homeowner: 1 Ce
Date Received: Lo
Site: -�-S3 07 LA S
Permit Type: re-01,ce,
Approved w/no comments:El Approved w/the below comments:)
Denied w/the below comments: ❑
This comment sheet shall be kola rvIthe permit and/or plans.
JAN 2 0 202o
Kalvin Switzer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received 813 285 _ 1136
Phone Contact for Permittin
Owner's Name Tammy Jenkins a Owner Phone Number
Owner's Address 5839 8th St, Zephyrhills FL 33542 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS: 5839 8th St, Zephyrhills FL 33542 LOT#
SUBDIVISION PARCEL ID# 11-26-21-0010-01300-0060
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL =
DESCRIPTION OF WORK Remove and replace 11 windows - size for size
BUILDING SIZE SQ FOOTAGE HEIGHT
®BUILDING $ 13581.80 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY Q,/ W.R.E.C.
=PLUMBING $ �"
. c
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING 0 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 License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER )� COMPANY Dan Price - Power Home Remodeling
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address 4135 Crescent Park Dr Riverview 33578 Lice I CRC1331654
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'1 671.1 .
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
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.
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. .
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the.attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced Within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable.cause for the extension. If work ceases for ninety (90)consecutive days, the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to(or affirmed)before me this Subscribed a gw, a i�me•blzef�or,�j me:this —p-
-by � -y
Who is/are personally known to me or has/have produced - W o Oalre pekQL14.06wri to me or has/have produced
as identification. as identification.
Notary Public Q
- c Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped Name.of Notary type ,p d or s1ABf�1 MINE BOGEG
*; �,,;Commission#GG 2764t•
y; air Expires December 12
F^f�;° BwdedThruTroyFaip' .
NOTICE OF COMMENCEMENT
Permit Number Tax Folio# ���'G Zh�olo-Dl?��Oa��: (� q r�ry
The undersigned hereby gives notice that improvement will be made to INSTR# 2019222094 BK q J0�1�1PD G6��
certain Real Property,and in accordance with Chapter713,Florida 12/31/2019 01:25pm page 1 of i
Statutes,the following information is provided in this Notice of Commencement. Rcpt; 2121817 Rec: 10.00
0.00
1. DESCRIPTION OF PROPERTY: DS: 0.00 IT:Nikki Alvarez—Sowles, Esq.
(Legal description of the property and street address,if available). Pasco County Clerk & Comptroller
J�J!s r f1Z
2. GENERAL DESCRIPTION OF IMPROVEMENT:
•� � ���� 'a��� �i This space reserved for recording
S/ram. o✓ r i%L � '
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LES.ySEE C NTRACTED FOR THE IMPROVEMENT:
Name,$Address: f
'Interest in Property: „
Fee Simple Title Holder(if different from owner listed above):
4. CONTRACTOR: Name: Daniel Price-Power Home Remodeling Phone Number:610-874-5000 ex)4037
Contractors Address: 413b Urescentar r Hiverview
5. 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 Owner upon whom notice or other documents may be
served as provided by Section 713.13(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 713.13(1)(b), Florida Statutes.
Phone number of person or entity designated by Owner:
9. Expiration of notice commencement(the expiration date will be 1 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
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, 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
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCINGAVORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
k 1irn v �IJc,(rr�s
(Signature of Owner or Le6delor&kvners or Lessee's / (Print Name and Provide Signatory's Title/Office)
Authorized Officer/Director/Partner Manager) /
State of /1;11� County of l--1Gl Township o iiL�
Z
The. foregoing instrument was acknowledged before me this _ day of 20 by
_;9�44/ for
(type of authority,...e.g.officer,trustee,attorney in fact) (name of party on behalf of
whom instrument was executed)
_Personally Kno r Produced Identification 1Gr/L
(Signature of Nota ubli tate of Florida) ,ti4'�i1:; James Kemp
c :C0mm.#GG3426711 Form IPS02-Revised 01/13/15
Expires:June 6,2023
Prepared By: James Kemp Eu�edlhruAeronNotaty
`£Y* National Headquarters Wayne and Tammy Jenkins
2501 Seaport Drive,Chester, PA 19013 34-24260
888-736-6335 October 28, 2019
WWW.POWERHRG.COM
CRC1331654
CUSTOM REMODELING AND IMPROVEMENT AGREEMENT
Buyer(s)'Information and Description of the Property: Project Number: 34-24260 October 28,2019
Wayne Jenkins DateofAgreement
Tammy Jenkins (813)997-6353(Wayne's Cell) WANT2RACE10@AOL.COM
5839 8th Street E-Mail Address r
Zephyrhills, FL,33542
County:Pasco
Township:
Buyer(s) listed above hereby jointly and severally agrees to purchase the goods and/or services of Power Home Remodeling Group
and its vendors ("Contractor") in accordance with the prices and terms described in this 6 page document and the Product
Specifications; which are incorporated as part of the Agreement(collectively, this"Agreement"). This Agreement represents a cash
sale of goods and services. Buyer(s) agrees to pay the cost of the goods and services purchased as described herein, regardless of
timing or approval of any financing Buyer(s) may seek for their purchase.
Purchase Price: $13,581.80 Pre Installation Inspection Dates:
Down Payment: $0.00 Wed 11/6 between 2:20p and 3:20p
Balance Due on $13,581.80 Estimated Project Start: 10 to 12 weeks
Substantial Completion: Estimated Project Completion: 1 to 2 days
Method of Payment: Other Buyer(s)acknowledge that a definite start and completion dates are NOT of the essence. Delays beyon
Contractor's control not included in calculating time frames. See Delay/Unknown Conditions.
Buyer(s) hereby acknowledges receipt of a copy of the pamphlet, "The Lead-Safe Certified Guide to Renovate Right", informing
Buyer(s) of the potential risk of lead hazard exposure from renovation.activity to be performed in or at Buyer(s)' Property, at the
address written above. Buyer(s) received this pamphlet on the date of'this Agreement, before commencement of work.
Buyer(s)' Initials.
This Agreement constitutes the entire agreement and understanding between the parties, and this Agreement replaces any and all prior
negotiations, representations, or agreements, either written or oral. No amendment, modification or waiver of this Agreement shall be valid
or effective unless in writing and signed by both parties. Buyer(s) hereby acknowledges that Buyer(s) 1) has read the entire Agreement and
has received a:completed, signed, and dated copy of this Agreement, including the two accompanying Notice of Cancellation forms,on the
date first written above and 2)was orally informed of his/her right to cancel this transaction.
Notice To Owner
a. Do not sign this home improvement contract in blank.
b.You are entitled to a copy of the contract at the time you sign. Keep it to protect your legal rights.
c.This home improvement contract may contain a mortgage or otherwise create a lien on your property that could be foreclosed
on if you do not pay.
Be sure you understand all provisions of the contract before you sign.
Buyer(s) also agrees and understands that if Buyer(s)finances the work with a third-party, the terms of that financing will be
contained on separate documents, including any finance charge.
Future promotions not applicable.
I have read and received each page of this 6 page agreement.
Poo a Home Remodeling Group 1 ` Buyer(s) uyer(s)
/10/28/19 WOIL 1r
� /10/28/19 /10/28/19
Signatureof Remodeling Consultant Signature 6i6nature
Brandon Rose Wayne Jenkins Tammy Jenkins
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.
October 28, 2019 20:17
I I Page 1 of 6
I II
National Headquarters Wayne and Tammy Jenkins
" 2501 Seaport Drive,Chester, PA 19013 34-24260
888-736-6335 October 28, 2019
® WWW.POWERHRG.COM
CRC1331654
NlME� CUSTOM REMODELING AND.IMPROVEMENT AGREEMENT
PENODlLIpf.
Additional Terms &Conditions (continued)
Additional Terms & Conditions
ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW(SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK
ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR
CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR
OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS,SUB-SUBCONTRACTORS, OR MATERIAL SUPPLIERS,THOSE
PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR
CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR,YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR
PROPERTY.THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR,
MATERIALS,OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO
PROTECT YOURSELF,YOU SHOULD STIPULATE IN THIS'CONTRACT THAT BEFORE ANY PAYMENT IS MADE,YOUR
CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT
HAS PROVIDED TO YOU A"NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX,AND IT IS
RECOMMENDED THAT YOU CONSULT AN ATTORNEY.
FLORIDA HOMEOWNERS'CONSTRUCTION RECOVERY FUND
FLORIDA HOMEOWNERS'CONSTRUCTION RECOVERY FUND PAYMENT, UP TO A LIMITED AMOUNT, MAY BE AVAILABLE FROM
THE FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER
CONTRACT,WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A LICENSED CONTRACTOR. FOR
INFORMATION ABOUT THE RECOVERY FUND AND FILING.A CLAIM,CONTACT THE FLORIDA CONSTRUCTION INDUSTRY
LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS:Construction Industry Licensing Board 2601
Blairstone Road Tallahassee, FL 32399-10, Phone 850.487.1395
ANY CLAIMS FOR CONSTRUCTION DEFECTS ARE SUBJECT TO THE NOTICE AND CURE PROVISIONS OF CHAPTER 558,
FLORIDA STATUTES.
Delay/Unknown Conditions: Contractor's failure to perform any term or condition of this Agreement as a result of conditions beyond
its control such as, but not limited to strikes,fires,floods, acts of God, manufacturer's delay, material shortages, Buyer(s)'inability to
qualify for or obtain financing, delays by local government authorities in issuing or otherwise approving inspections, permitting, or
other required:authorizations do not constitute abandonment and are not included in calculating time frames for performance by
Contractor. Contractor and Buyer(s) have determined that a definite start and completion date are not material terms of this
Agreement.The Buyer(s) understand that the start date and completion date are approximate and are subject to change.
Late Payment/Late Cancellation of this Agreement: Buyer(s) agrees to pay a late fee of 1 1/2% per month on all amounts due and
owing from Buyer(s)to Contractor accruing from the date due and running to the date the payment is made. In the event that
Buyer(s) breaches any of the terms and/or conditions of this Agreement, Contractor may recover any damages for the breach thereof
and all remedies in its favor existing at law. A Late Cancellation after midnight of the cancellation date, specified in this agreement, is
a breach of this Agreement. The Buyer(s) shall reimburse Contractor for all of Contractor's out-of-pocket expenses, including, but not
limited to, costs incurred by the Contractor for measuring, ordering, manufacturing, purchasing and administrating the procurement of
the goods and services identified in this Agreement, and all other damages available under the law.
Contractor's Right to Cancel: In the event that Contractor determines that this Agreement cannot be performed as intended by the
parties due, for example,to incorrect pricing, unforeseen structural defects, or pre-existing conditions to Buyer(s)' Property,
Contractor may cancel this Agreement within forty-five (45) days of its:execution, notify Buyer(s) of such cancellation in writing and
return all monies paid by Buyer(s).
No Set-Offs or Retentions: Upon Substantial Completion of Contractor's work under this Agreement, Buyer(s) shall pay all amounts
due under this Agreement without any right of set-off or retention. Substantial Completion is defined as the stage in the progress of
the work where the work is sufficiently complete in accordance with this Agreement so that Buyer(s) can occupy or utilize the work for
its intended use. If after paying all amounts due under this Agreement, Buyer(s) alleges that Contractor's work is defective in any
respect, Contractor, without waiving any of its rights, shall cause an inspection of the work and perform any remedial work to the
extent the Buyer(s) is entitled to under this Agreement or Contractor's warranty at no cost to Buyer(s).
Buyer(s)' Representations and Responsibilities: In addition to making timely payment to Contractor according to the terms and
conditions of this Agreement, Buyer(s) represents and warrants that(a) Buyer(s) owns the premises where the products and/or
October 28, 2019 20:17
Page 2 of 6
National Headquarters Wayne and Tammy Jenkins
2501 Seaport Drive,Chester, PA 19013 34-24260
•. 888-736-6335 October 28, 2019
WWW.POWERHRG.COM
CRC1331654
XOHE D-- CUSTOM REMODELING AND IMPROVEMENT AGREEMENT
XEXO ELIXE
Additional Terms & Conditions (continued)
services are being provided by Contractor; (b) Buyer(s) will control, secure, and otherwise keep all pets away from the Contractor and
the work areas; (c) Buyer(s) will not allow unattended minors at the Property while the work is being performed; (d) Buyer(s) will
provide Contractor with unrestricted access to the premises at all reasonable times for the purposes of taking measurements,
performing the work, and for any subsequent remedial work, if required, including access to electrical outlets as may be required by
Contractor; (e) Buyer(s) will remove, secure, or otherwise protect all items of value or concern to avoid any accidental mistakes or
slippages as the Contractor will not be liable for replacing or repairing other household items in the work areas; (f) Buyer(s) shall be
responsible for the preparation, moving, and reinstalling of all wiring, water lines, power lines, plumbing, and the moving of any
shrubs, plants, or other items as required by Contractor under this,Agreement;and (g) if Contractor's work requires consent and/or
approval from any Homeowner's Association or any other legal entity or voluntary association that enforces covenants, conditions,
and restrictions on property(including designated historic sites), Buyer(s) is responsible to submit any required forms and obtain
approval for the work to be done and to keep Contractor informed as to the approval status.
Contractor's Responsibility: Contractor shall obtain any necessary permits and provide the Buyer(s) with a certificate of
occupancy, if required. Contractor accepts no responsibility for any damage resulting from structural or other defects in the Property
at which work is performed under this Agreement. Contractor is not responsible for remedying structural defects and other pre-
existing conditions in or at Buyer(s)' Property. Buyer(s) acknowledges that Contractor's products do not correct or cure pre-existing
problems such as leaks, lead, mold, asbestos, dry rot, decay, fungi, termites, and/or other structural and/or environmental problems.
Contractor shall not be responsible for(a) any damages arising in whole or in part from strikes,fires, accidents,floods, governmental
actions, or any other causes beyond control of Contractor; (b) any damages including without limitation, lost profits, or reduction in
value of the premises, arising from Contractor's delay in performing under this Agreement or due to its breach of this Agreement; (c)
unintentional damage to window treatments, shutters, blinds, alarm systems, household items, landscaping, satellite dish, gas lines,
condensation pipes, electrical wiring, plumbing, and telephone installations, it being understood that Buyer(s) is responsible at its own
cost for all preparations, protection and/or moving of such items prior to Contractor's commencement of the work; (d) collateral or
incidental damage to interior walls (including wall tiles) and personal property, including damage occurring as a result of Contractor
installing products on or in Buyer(s)' Property, it also being understood that Buyer(s) is responsible at its own cost for all preparations,
protection and/or moving of such items prior to Contractor's commencement of the work; and (e) removing and/or
refitting/reconnecting Buyer(s)' home security system or the costs associated with removing and/or refitting/reconnecting Buyer(s)'
home security system, it being understood that Contractor will attempt to work around any home security system on the premises.
Mold and Related Matters: Buyer(s) agrees to defend, indemnify and hold Contractor and its employees, agents, and vendors
harmless from any claims as to the identification, detection, abatement, encapsulation, or removal of mold, asbestos, lead-based
products, or other hazardous substances inside or outside of the Property at which work is performed. Contractor does not provide
mold testing or remediation services. Excessive humidity, lack of ventilation and/or extreme temperature differences may result in
excessive condensation to appear on or around windows, in walls, or in attics. Products that Contractor is installing do not create
moisture or excessive humidity;thus, Contractor is not responsible for:condensation.
Warranties: Buyer(s) understands that Contractor will make available to Buyer(s) all product and labor warranties offered in
connection with this Agreement. Buyer(s) understands that Buyer(s) should read all warranties for complete details of coverage.
Complete copies of applicable product warranties are available for review by Buyer(s) at any time by visiting
https:Hpowerwarranties.com. Buyer(s) acknowledges that the labor warranty was presented at the time this Agreement was signed
and a copy of the warranty was given to Buyer(s). Buyer(s) understands that no warranty will be effective while a balance due
remains on this Agreement.
Lien Rights: In the event that Buyer(s)does not pay Contractor any of the money owed when it is due, Contractor may have a claim
against Buyer(s)that may be enforced against Buyer(s)' Property in accordance with applicable lien laws. Buyer(s)also understands
that if Buyer(s)finances the work with a third party, Buyer's separately provided other documents may include a security interest.
Buyer(s) understands that Buyer(s)should read those documents closely.
Miscellaneous: No waiver of any breach of this Agreement shall be construed as a waiver of any prior, concurrent, or subsequent
breach hereof.The section headings contained in this Agreement are inserted for convenience only and shall not affect in any way the
meaning or interpretation of this Agreement. In construing this Agreement,the gender and number of words used may be changed to
meet the context. No alteration to or deviation from this Agreement, including those that change the cost, materials, work to be
performed, or estimated completion date, will be valid without the signed, written consent of both Buyer(s) and Contractor.This
Agreement is to be governed by the laws of the state in which it is performed, except as may be preempted by federal law. Any part of
this Agreement contrary to the law of this state shall not invalidate other parts of this Agreement. If a provision of this Agreement is held
October 28, 2019 20:17
Page 3 of 6
National Headquarters Wayne and Tammy Jenkins
2501 Seaport Drive,Chester, PA 19013 34-24260
888-736-6335 October 28,2019
WWW.POWERHRG.COM
ib CRC1331654
qqmw- : CUSTOM REMODELING ANDIMPROVEMENT AGREEMENT
Additional Terms &Conditions(continued)
to be invalid or unenforceable,this Agreement shall continue in full force and effect and shall be construed as if the invalid or
unenforceable:,provision was omitted.
October 28, 2019 20:17 Page 4 of 6
National Headquarters Wayne and Tammy Jenkins
2501 Seaport Drive,Chester, PA 19013 34-24260
888-736-6335 October 28, 2019
N WWW.POWERHRG.COM
CRC1331654
NOME- CUSTOM REMODELING AND IMPROVEMENT AGREEMENT
R6MDDR LIMG
Notice of Cancellation
NOTICE OF CANCELLATION NOTICE OF CANCELLATION
DATE OF TRANSACTION: October 28, 2019 DATE OF TRANSACTION: October 28, 2019
YOU MAY CANCEL THIS TRANSACTION, WITHOUT YOU MAY CANCEL THIS TRANSACTION,WITHOUT
ANY PENALTY OR OBLIGATION, WITHIN THREE ANY PENALTY OR OBLIGATION,WITHIN THREE
BUSINESS DAYS FROM THE ABOVE DATE. IF YOU BUSINESS DAYS FROM THE ABOVE DATE. IF YOU
CANCEL,ANY PROPERTY TRADED IN, ANY CANCEL,ANY PROPERTY TRADED IN,ANY
PAYMENTS MADE BY YOU UNDER THE CONTRACT PAYMENTS MADE BY YOU UNDER THE CONTRACT
OR SALE, AND ANY NEGOTIABLE INSTRUMENT OR SALE, AND ANY NEGOTIABLE INSTRUMENT
EXECUTED.BY YOU WILL BE RETURNED WITHIN 10 EXECUTED BY YOU WILL BE RETURNED WITHIN 10
DAYS FOLLOWING RECEIPT BY THE SELLER OF DAYS FOLLOWING RECEIPT BY THE SELLER OF
YOUR CANCELLATION NOTICE, AND ANY SECURITY YOUR CANCELLATION NOTICE,AND ANY SECURITY
INTEREST ARISING OUT OF THE TRANSACTION WILL INTEREST ARISING OUT OF THE TRANSACTION WILL
BE CANCELED. IF YOU CANCEL, YOU MUST MAKE BE CANCELED. IF YOU CANCEL, YOU MUST MAKE
AVAILABLE TO THE SELLER AT YOUR RESIDENCE, IN AVAILABLE TO THE SELLER AT YOUR RESIDENCE, IN
SUBSTANTIALLY AS GOOD CONDITION AS WHEN :SUBSTANTIALLY AS GOOD CONDITION AS WHEN
RECEIVED, ANY GOODS DELIVERED TO YOU UNDER RECEIVED, ANY GOODS DELIVERED TO YOU UNDER
THIS CONTRACT OR SALE; OR YOU MAY, IF YOU THIS CONTRACT OR SALE; OR YOU MAY, IF YOU
WISH, COMPLY WITH THE INSTRUCTIONS OF THE WISH, COMPLY WITH THE INSTRUCTIONS OF THE
SELLER REGARDING THE RETURN SHIPMENT OF SELLER REGARDING THE RETURN SHIPMENT OF
THE GOODS AT THE SELLERS EXPENSE AND RISK. THE GOODS AT THE SELLERS EXPENSE AND RISK.
IF YOU DO MAKE THE GOODS AVAILABLE TO THE IF YOU DO MAKE THE GOODS AVAILABLE TO THE
SELLER AND THE SELLER DOES NOT PICK THEM UP SELLER AND THE SELLER DOES NOT PICK THEM UP
WITHIN 20 DAYS OF THE DATE OF YOUR NOTICE OF_ :WITHIN 20 DAYS OF THE DATE OF YOUR NOTICE OF
CANCELLATION, YOU MAY RETAIN OR DISPOSE OF CANCELLATION, YOU MAY RETAIN OR DISPOSE OF
THE GOODS WITHOUT ANY FURTHER OBLIGATION. THE GOODS WITHOUT ANY FURTHER OBLIGATION.
TO CANCEL THIS TRANSACTION, MAIL OR DELIVER TO CANCEL THIS TRANSACTION, MAIL OR DELIVER
A SIGNED AND DATED COPY OF THIS 'A SIGNED AND DATED COPY OF THIS
CANCELLATION NOTICE OR ANY OTHER WRITTEN CANCELLATION NOTICE OR ANY OTHER WRITTEN
NOTICE, OR SEND A TELEGRAM, POWER HOME NOTICE, OR SEND A TELEGRAM, POWER HOME
REMODELING GROUP, 2501 SEAPORT DRIVE, REMODELING GROUP, 2501 SEAPORT DRIVE,
CHESTER PA 19013, NOT LATER THAN MIDNIGHT OF CHESTER PA 19013, NOT LATER THAN MIDNIGHT OF
October 31;2019. October 31, 2019.
1 HEREBY CANCEL THIS TRANSACTION 34-24260 1 HEREBY CANCEL THIS TRANSACTION 34-24260
Jenkins,Wayne Jenkins,Wayne
Date Date
i
i
i
,
i
October 28, 2019 20:17
Page 5 of 6
National Headquarters Wayne and Tammy Jenkins
£° 2501 Seaport Drive,Chester, PA 19013 34-24260
888-736-6335 October 28, 2019
a WWW.POWERHRG.COM
b
CRC1331654
CUSTOM REMODELING AND IMPROVEMENT AGREEMENT
PlMOOELige
Notice of Cancellation
NOTICE OF CANCELLATION C4 NOTICE OF CANCELLATION
DATE OF TRANSACTION: October 28, 2019 DATE OF TRANSACTION: October 28, 2019
YOU MAY CANCEL THIS TRANSACTION,WITHOUT YOU MAY CANCEL THIS TRANSACTION,WITHOUT
ANY PENALTY OR OBLIGATION,WITHIN THREE ANY PENALTY OR OBLIGATION,WITHIN THREE
BUSINESS DAYS FROM THE ABOVE DATE. IF YOU BUSINESS DAYS FROM THE ABOVE DATE. IF YOU
CANCEL,ANY PROPERTY TRADED IN, ANY CANCEL, ANY PROPERTY TRADED IN, ANY
PAYMENTS:MADE BY YOU UNDER THE CONTRACT PAYMENTS MADE BY YOU UNDER THE CONTRACT
OR SALE, AND ANY NEGOTIABLE INSTRUMENT OR SALE, AND ANY NEGOTIABLE INSTRUMENT
EXECUTED BY YOU WILL BE RETURNED WITHIN 10 EXECUTED BY YOU WILL BE RETURNED WITHIN 10
DAYS FOLLOWING RECEIPT BY THE SELLER OF DAYS FOLLOWING RECEIPT BY THE SELLER OF
YOUR CANCELLATION NOTICE, AND ANY SECURITY YOUR CANCELLATION NOTICE, AND ANY SECURITY
INTEREST ARISING OUT OF THE TRANSACTION WILL INTEREST ARISING OUT OF THE TRANSACTION WILL
BE CANCELED. IF YOU CANCEL, YOU MUST MAKE BE CANCELED. IF YOU CANCEL, YOU MUST MAKE
AVAILABLE TO THE SELLER AT YOUR RESIDENCE, IN AVAILABLE TO THE SELLER AT YOUR RESIDENCE, IN
SUBSTANTIALLY AS GOOD CONDITION AS WHEN SUBSTANTIALLY AS GOOD CONDITION AS WHEN
RECEIVED,,ANY GOODS DELIVERED TO YOU UNDER RECEIVED,ANY GOODS DELIVERED TO YOU UNDER
THIS CONTRACT OR SALE; OR YOU MAY, IF YOU THIS CONTRACT OR SALE; OR YOU MAY, IF YOU
WISH, COMPLY WITH THE INSTRUCTIONS OF THE WISH, COMPLY WITH THE INSTRUCTIONS OF THE
SELLER REGARDING THE RETURN SHIPMENT OF SELLER REGARDING THE RETURN SHIPMENT OF
THE GOODS AT THE SELLERS EXPENSE AND RISK. THE GOODS AT THE SELLERS EXPENSE AND RISK.
IF YOU DO MAKE THE GOODS AVAILABLE TO THE IF YOU DO MAKE THE GOODS AVAILABLE TO THE
SELLER AND THE SELLER DOES NOT PICK THEM UP SELLER AND THE SELLER DOES NOT PICK THEM UP
WITHIN 20 DAYS OF THE DATE OF YOUR NOTICE OF WITHIN 20 DAYS OF THE DATE OF YOUR NOTICE OF
CANCELLATION, YOU MAY RETAIN OR DISPOSE OF CANCELLATION, YOU MAY RETAIN OR DISPOSE OF
THE GOODS WITHOUT ANY FURTHER OBLIGATION. THE GOODS WITHOUT ANY FURTHER OBLIGATION.
TO CANCEL THIS TRANSACTION, MAIL OR DELIVER 'TO CANCEL THIS TRANSACTION, MAIL OR DELIVER
A SIGNED AND DATED COPY OF THIS A SIGNED AND DATED COPY OF THIS
CANCELLATION NOTICE OR ANY OTHER WRITTEN CANCELLATION NOTICE OR ANY OTHER WRITTEN
NOTICE, OR SEND A TELEGRAM, POWER HOME NOTICE, OR SEND A TELEGRAM, POWER HOME
REMODELING GROUP, 2501 SEAPORT DRIVE, REMODELING GROUP, 2501 SEAPORT DRIVE,
CHESTER PA 19013, NOT LATER THAN MIDNIGHT OF CHESTER PA 19013, NOT LATER THAN MIDNIGHT OF
October 31; 2019. October 31, 2019.
1 HEREBY CANCEL THIS TRANSACTION 34-24260 1 HEREBY CANCEL THIS TRANSACTION 34-24260
Jenkins,Tammy Jenkins,Tammy
Date Date
I
October 28, 2019 20:17
Page 6 of 6
IVauona1 rleaaquariers vvdylle d11U IdI11111y JC11K111,
2501 Seaport Drive,Chester, PA 19013 34-24260
888-736-6335 October 28, 2019
® WWW.POWERHRG.COM
,�,„„ PRODUCT SPECIFICATIONS CRC1331654
Buyer(s)'Information and Description of the Property: Project Number: 34-24260 October 28,2019
Wayne Jenkins Date of Agreement
Tammy Jenkins (813)997-6353(Wayne's Cell)
WANT2RACE10@AOL.COM
5839 8th Street E-Mail Address 1
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 Wed 11/6 between 2:20p and 3:20p.
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 3 page agreement.
Power Remodeling Group Buyer(s) Buyer(s)
iA 0/28/19 n /10/28/19
Signature of Remodeling Consultant Signature Signature
Brandon Rose Wayne Jenkins Tammy Jenkins
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.
October 28, 2019 20:17
ivauonai rieaaquariers vvayne anu idnuny Jannuis
2501 Seaport Drive,Chester, PA 19013 34-24260
888-736-6335 P October 28, 2019
• WWW.POWERHRG.COM
CRC1331654
Project Specifications
Windows: Family Room-Front 1 73.0"x49.5"
WINDOWS: Models WinForce Duraglass Styles Slider Types 2-Lite Configs None
OPTIONS: Color White!White: Grid Pattern : None I Removal Block I Additional Details None
fr 3
Windows: Kitchen 1 52.0"x23.5"
WINDOWS: Models WinForce Duraglass Styles Slider Types 2-Lite Configs None
OPTIONS: Color White/White: Grid Pattern : None 1 Removal Block 1 Additional Details None ?
Windows: Master Bedroom-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
U
Windows: Master Bedroom-Right 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 1 Additional Details None
Windows: Office-Front 1 73.0"x49.5"
WINDOWS: Models WinForce Duraglass Styles Slider Types 2-Lite Configs None
OPTIONS: Color White/White: Grid Pattern : None I Removal Block I Additional Details None
C� 1
Windows: Hall Bathroom 1 18.0"x24.0"
WINDOWS: Models WinForce Duraglass Styles Picture Types None Configs None
OPTIONS: Color White/White: Grid Pattern : None/Removal Block 1 Additional Details Special Options
(ie. Half Screen,Obscure Glass,etc) Obscure Glass Picture 1 Trim Options No I Remove and Reinstall No I
Half Screen No
October 28, 2019 20:17
ivanonai rleaaquariers vvayllu anu iannny JenKuis
2501 Seaport Drive,Chester, PA 19013 34-24260
888-736-6335 October 28, 2019
® WWW.POWERHRG.COM
x> CRC1331654
Project Specifications
Windows: Pantry-Rear 1 36.0"x49.5"
WINDOWS: Models WinForce Duraglass Styles Double Hung Types None Configs NoneN
OPTIONS: Color White/White: Grid Pattern : None I Removal Block/Additional Details None
Windows: Pantry-Left 1 36.0"x49.5" f"
WINDOWS: Models WinForce Duraglass Styles Double Hung Types None Configs None
OPTIONS: Color White/White: Grid Pattern : None 1 Removal Block l Additional Details None
rr
Windows: Doggie Room'-Front 1 36.0"x49.5" ' w"
WINDOWS: Models WinForce Duraglass Styles Double Hung Types None Configs None x
OPTIONS: Color White/White: Grid Pattern : None/Removal Block I Additional Details None
Windows: Doggie Room-Left 1 36.0"x49.5"
WINDOWS: Models WinForce Duraglass Styles Double Hung Types None Configs None
OPTIONS: Color White/White: Grid Pattern : None 1 Removal Block I Additional Details None
3
Windows: Closet-Front 11 18.0"x24.0"
WINDOWS: Models WinForce Duraglass Styles Picture Types None Configs None
OPTIONS: Color White/White: Grid Pattern : None/Removal Block I Additional Details None
October 28, 2019 20:17 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
r
Monc
R[M OBEL ING
To: City of Zephyrhills
Subject: Letter of Authorization
Dear Sir/Ma'am
I Dan Price authorize the individuals listed below to apply and pick up building permits in my
name and under my licenses - CRC1331654 and CCC1331080 for City of Zephyrhills.
David Hixon
Christopher Favata
Bryce Booth
James Kemp
Glenn Graeve
Sincerely,
Daniel A Price
Vice President of Installations- Power Home Remodeling
610.874.5000 x 4016
dprice@powerhrq.com
I
i
7Z-31z�
�'py4 Craig D Bickel
=Comm.NGG338233
Expires:
2023
ThruAa=NOY
•
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 d-istrict;they will need to be approved
by the historical committee.
4) No other work shall be permitted (framing, plumbing;'and mechanical) unless.oth.erwise
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 acid stickers shall remain.on windows until final inspection.
$.) .No work shall start without permit first.
E12 VV34
UGR=271 BA3=818
ALL WORK SHALL CC�`1nF�9.. ^,}�°�a" PREVAILING
CODES FLORIDA C-UILDiNO CODE,
624 624 NATIONAL ELECTRIC CODE, N2
AND THE CITY OF ZEPHYRHILLS
ORDINANCES
ozoz o z br
REVIEW DATE
CITY OF ZEPHYRHIL
E12 1� E3�
CLAN EXAMINER-
.....
FOP=72 Window
84 N4 A
El 8
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
Eli an-QM�
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1/1 6120 1 8' Florida Building Code Online
MIN
xC•`..s.;,,,,„,� ,�.'' ,ice.:.....%z,Pm._._.e.:,'.:.ow.a.,...n::b.. :s°' � •�' �� �
BCIS Home Log In i User Registration ? Hot Topics ; Submit Surcharge ` Slats&Facts Publicattons FBC Staff 1 BCIS Site Map Links I t,Search
I�lrida
Product Approval
USER:Public User
Product ADDroval.Menu>Product or Aool rt,ption Search>Application List>Application Detail
ra »f, 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
Philadelphia,PA 19124
(215).535-7110
L.Knowles@nbpmail.com
Authorized Signature Lucas Turner
Luke@TurnerEC.com
r
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Double Hung
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/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%2fKgXPIxi6IKlLNaUwjFbYC3vElF7geadJ3C6vg%a3d%3d 1/2
f
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 RI C CAC86-157 AR.ndf
Approved for use outside HVHZ:Yes FL22300 R1 C. CAC 86-164 .AR odf
Impact Resistant:Yes FL22300 RI C CAC 86-204CAR odf
Design Pressure:N/A FL22300 R1 C CAC86- 11 AR Ddf
Other:Please see Certifications,Installation Instructions,and F 31 27 00 R1 C CAC 86-714 AR odf
Evaluation Report for additional information,design pressures, R 2 300 R (-_AC 86- 5 AR.Ddf
and configurations that are approved for the HVHZ. FL22300 R1 C CAC 86- 16 AR.Ddf
FL22300 R1 C CAC 86-403CAR.Ddf
FL22300 R1 C CAC 86-412CAR Ddf
FL223nn R1 C CAC 86-413 .AR odf
F 2 300 RI C CAC86-414 AR Ddf
FL223nn R1 C CAC86-415 AR Ddf
FL22300 R1 C CAC 86-419 .AR.Ddf
FL22300 RI C CAC 86-424CAR.12df
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 EvalReport-WinForce-DH-LM-A.Ddf
Created by Independent Third Party:Yes
OMMEMOM
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 FL22300 RI C CAC 86- 56 AR.Ddf
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 CAC 86-409CAR.12df
Other:Please see Certifications,Installation Instructions,and FL22300 RI C CAC 86-410CAR.Ddf
Evaluation Report for additional information,design pressures, FL22300 R1 C CAC 86-411CAR.12df
and configurations that are approved for the HVHZ. FL22300 RI C CAC 86-417CAR.Ddf
FL22300 RI C CAC 86-421CAR.Ddf
F 2 300 R1 C CAC: 86-4 AR.Ddf
Quality Assurance Contract Expiration Date
02/16/2021
Installation Instructions
FL22300 R1 II FPA-WinForce-DH-NI-A.Ddf
Verified By: Lucas A.Turner PE#58201
Created by Independent Third Party:Yes
Evaluation Reports
FL22300 RI AE EvaIRe.Dort-WinForce-DH-NI-A.Ddf
Created bz Inde endent Third Pa :Yes
Bar,E< Next
Contact Us;;2601 Blair;tone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Convriaht 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
mall 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 heLC.
Product Approval Accepts:
Ecra:t M
Credit Card
Safe
.l
https://www.floridabuilding.org/pr/pr app—dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPIxi6IKILNaUwjFbYC3vEIF7geadJ3C6vg%3d%3d 2/2
GENERAL
1.THEPR PRODUCT
FL#22300 WINFORCE DOUBLE HUNG WINDOW
1.THE PRODUCT SHOWN HEREIN CONSTRUCTED FROM DECEUNINCK
EXTRUDED RIGID PVC FRAMES HAS BEEN TESTED TO AAMANVDMA/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"X7T'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 +50/-50 PSF SIZES EXCEPT 53"X86"MAY USE
CONFIGURATIONS SHOWN IN THE ELEVATIONS. INSTALL PRODUCTS 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 WINDOW WIDTH 6"MAX. 11"MAX.ON 24"MAX.WINDOW WIDTH
210-4083-03/04/05A/05C/06B/06C. 14"MAX.ON CENTER,
5.MINIMUM GLAZING IS INSULATING GLASS 1/8 ANNEALED+1/2"GED CENTER TYP FROM TYP
STAINLESS STEEL INTERCEPT SPACER+1/8"ANNEALED,GLAZED WITH , . CORNER, 6"MAX.FROM
GE SCS2801 SILICONE BACKBEDDING W/1/2"GLASS BITE. TYP. 1 CORNER,TYP.
6.THE 4/3 ALLOWABLE STRESS INCREASE FACTOR(SHORT-TERM J
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 Co_j a 0D O
7.THE OPENING SUBSTRATE MATERIALS(FRAMING,MASONRY,BUCKS) O } ; O
AND ATTACHMENT OF BUCKS TO THE SUBSTRATE ARE BY OTHERS AND w ~ ALL Ell�
SHALL BE VERIFIED BY THE ARCHITECT OR ENGINEER OF RECORD OR W, M g xX W Cl) x
AS APPROVED 13Y THE AUTHORITY HAVING JURISDICTION(AHJ). z
BUCKING,OPENINGS,&BUCKING ASTENERS MUST BE PROPERLY W / Q = �w ¢2 Lucas
DESIGNED&INSTALLED BY OTHERS IN ACCORDANCE WITH THE FBC TO io O Z o � ?� U z n 0 Turner
O O CO O O 2017-12-28
16:26+19:0
TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. WITH y'` r� n
O ' O 16:26+19:00
MASONRY OPENINGS,WOOD BUCKS ARE OPTIONAL. W 0a 0 Z_ W 0 _Z
8.DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE 2 F_ n U I— n O
COATED OR OTHERWISE PROTECTED TO PREVENT GALVANIC cn W v i�l w v
REACTIONS. WOOD BUCKS,IF USED,SHALL BE PRESSURE TREATED, U U
WITH EITHER A TREATMENT OR COATING COMPATIBLE WITH THIS `a�q°.�6£NgF`Y»r
PRODUCT. SILL ANCHOR SILLANCHOR No 5$207 :ti
9.ALL ANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING SPACING SPACING *: c
SAME AS HEAD SAME AS HEAD #
COMPATIBLE WITH THE PRESSURE TREATED WOOD BUCKS AND ALL ai ?�
OTHER WINDOW MATERIALS. 9: srnTE oa
54"x77"EQUAL LITE ELEVATION 24"x77"EQ.LITE ELEV. °.'��
10.ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH �FS•L°ato.�v��.�'
THESE DRAWINGS,OR AS APPROVED,SIGNED,AND SEALED BY A
FLORIDA REGISTERED PROFESSIONAL ENGINEER ONASITESPECIFIC TABLE OF CONTENTS NORTHEAST BUILDING PRODUCTS
BASIS. SHEET DESCRIPTION 4280 Aramingo Ave.,Philadelphia,PA 19124 7Z
11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER 1 NOTES,ELEV, Ph.(215)535-7110 www.camelotwindows.com 12/27/2017
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 34288
..SHEET4. 5 BOM,PART DWGS. DRAWING:FPA-WINF.ORCE-DH-NI. ... SHEET: 10175 Ph.941-380-1574
WINFORCE DOUBLE HUNG WINDOW, NON-IMPACT
45"MAX. 53"MAX. 42"MAX
WINDOW WINDOW
11"MAX. WIDTH 6"MAX. 12"MAX. WIDTH 6"MAX WINDOW
ON CENTER, FROM ON CENTER, FROM 14"MAX• WIDTH 6"MAX
TYP. CORNER, TYP. CORNER, ON CENTER, FROM
TYP. TYP.
TYP. CORNER,
TYP.
O� p O� N p
ao lY co X O } a 0 cq LL Cl)Q F
x W ~ xxW F LL � `- p F-
M z = Q z = W _
�
z a. 0z a
xUJI
O O �=U = °O - .�: co()
o w ' o �ow C co w co
F � �I- E-z WW O W 1 z
O U. ❑ U ❑.. :.,.
o)
M� .. - N _
� r
SILL ANCHOR
SILL ANCHOR SILL ANCHOR SPACING
SPACING SPACING SAME AS HEAD
SAME AS HEAD 0 0 0 Q 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 ...........
.� µORE.
DETAIL NOTE, L
INTERCEPT SPACER
SHEET 1 GE SCS2801 s r:o 58207 ';
D - 1/8"ANNEALED SILICONE cb4 Ems:
° GLASS A0: srnre of :,uru`
16
36 - 34 17D ° NORTHEAST BUILDING PRODUCTS
8 9 D° EXT. 4280 Aramingo Ave.,Philadelphia,PA 19124 �Z
rn Ph.(215)535-7110 www.camelotwindows.com 12127/2017
EXT. INT. N H ? SHEET DESCRIPTION: DATE DRAWN. Lucas A.Tumer,P.E.
g In ELEVATIONS,GLAZING DETAIL 4/13/2017 FL PE#58201
MEETING RAILS DETAIL TYPICAL GLAZING O 1239 Jabara Ave.
DETAIL SCALE: NTS RE- North Port,FL34288
DRAWING:FPA-WINFORCE-DH-NI SHEET. 2.OF5 Ph.94.1-380-.1574 .
WINFORCE DOUBLE HUNG WINDOW, NON-IMPACT SEE GENERAL ANCHOR NOTES,SHEET4.
MIN.EDGE DIST., SEE TYP.GLAZING
APPLIES TO BOTH DETAIL SHEET 2 g
SUBSTRATE EXT.AND INT.SIDES, z_Lou W q
BY OTHERS, Co m
SEE TABLE 1 SEE TABLE 1 g Cl) 15
W ~ EXT. INT' CLEARANCE
SEALANT BY 36 D HOLE AND PLUG
INSTALLER 10 INSTALLATION
FASTENER,SEE
1 1 TABLE 1,SEE
LOCATIONS 2 U
SHEETS 1-2 ��aj a
15
SEALANT BY13
g cn INSTALLER
0
35 STRUCTURAL
SILICONE
D INSTALLATION -
FASTENER,SEE o MIN.EDGE DIST.,
EKE INT. TABLE 1,SEE z W w SUBSTRATE APPLIES TO BOTH
LOCATIONS g 00 m m BY OTHERS,
SHEETS 1-2 w F SEE TABLE 1 EXT.AND INT.SIDES,
SEE TYP.GLAZING SEE TABLE 1
DETAIL SHEET 2 CLEARANCE
HOLE AND PLUG
TYPICAL HEAD VERTICAL SECTION TYPICAL SILL VERTICAL SECTION
A`�tWaOREKr�r.,
Ha m2Q7
TABLE 1:EQUAL LEG/FLANGE FRAME INSTALLATION ANCHOR REQUIREMENTS TABLE
NOTE: ALL ANCHORS ARE PAN HEAD OR HEX WASHER HEAD srntE OF :u�a
SUBSTRATETYPE ANCHOR TYPE MIN.EMBED. MIN.EDGE DIST. ��F <oRto�6�?1,
CONCRETE(2.0 KSI MIN) 3/16"ITW TAPCON T. 1 1/8" NORTHEAST BUILDING PRODUCTS
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" 4280 Aramingo Ave.,Philadelphia,PA 19124 zz
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" Ph.(215)535-7110 www.camelotwindows.com 1 212 7/2 01 7
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: 3OF.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
m CLEARANCE cn CLEARANCE
w w = w HOLE AND PLUG w W= H w HOLE AND PLUG
0a ~ ZU) 0IL U)w
a0— _j wa0,a
ur<ED Cj)m a m tri m
z 70 I-w ¢ ❑ INT. z -0 1- w a ❑ INT.
I-F.XO �
�w wm oo ern wW o0
0 0
o - a SEE TYPICAL o
GLAZING
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
"0PNDRELtry�'�.
GENERAL ANCHOR NOTES: EN'y
1.INSTALL ONE ANCHOR AS INDICATED IN DETAILS ON SHEETS 3 AND 4 AT EACH LOCATION teo 56201 tP
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 9 srnTE os :'m
BETWEEN PRODUCT FRAME AND SUBSTRATE. 0%.c Pr
3.SHIMS SHALL BE LOAD-BEARING PLASTIC OR METALLIC)AND CAPABLE OF ,FS't.......
TRANSFERRING LOADS TO SUBSTRATE. �'S�oA AC ,
she
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 Z7—
ENGAGEMENT THROUGH METAL WALL WITH MIN.3 THREADS BEYOND. Ph.(215)535-7110 www.camelotwindows.com 1 212 7/2 01 7
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,
INO. DESCRIPTION TEM PART NO. SOURCE MATERIAL NON-IMPACT
1 HEAD 10005160 DECEUNINCK PVC
2 SILL 10005161 DECEUNINCK PVC 432"--- i5"
3 JAMB 10005162 DECEUNINCK PVC 4—
4 SILL EXTENSION 32
10005131 DECEUNINCK PVC _;i
5 ADD-ON FLANGE 10008341 DECEUNINCK PVC
6 SASH STOP 10008483 DECEUNINCK PVC
7
<�N
8 WEATHER STRIPPING
9 WEATHER STRIPPING .187 BK X.220 HT ULTRAFAB FIN PILE (] Z a N
.187 BK X.290 HT ULTRA FRB FIN PILE
B
10 WEATHER SEAL-SILL FOAM FILLED BULB AMESBURY FOAM/POLYETH. Li
11 BALANCE CLIP ROLLER TILT-RT562 CALDWELL
L16
ES CREWS-SILL TO JAMB #8 X 1/2"PPH-SS MERCHANTS ST.STEEL
BALANCE SCREWS #8 X 7/8"PFH_-SS MERCHANTS ST.STEEL
�ry 2
TDP/BOT.LIFT RAIL 10005541 DECEUNINCK PVC 3
KEEPER RAIL 10005543 DECEUNINCK PVC 0=1=1
17 LOCK RAIL BULB SEAL 10001000554 DECEUNINCK PVC —.{ �32" !2"
18 TOP/BOT.STELE 10005540 DECEUNINCK PVC II I ( f
19 6 DECEUNINCK PVC
20 GLAZING BEAD-3/4"IG NON-IMP. 10005455456 DECEUNINCK PVC 21 PIVOT BAR' 16Y513 STAINLESS STEEL CALDWELL ST.STEEL
22 PIVOT BAR SCREW #6x5/8"PPHTEK-SS MERCHANTS. ST.STEEL ;v`,rN
23 LOCK D2100AL-XX ASHLAND TIN-ZINC 35 36
24 LOCK SCREW #8 X 1"PAINTED PFH MERCHANTS STEEL
25 KEEPER 13999-999-XX ASH—LAND TIN-ZINC
26 KEEPER SCREW #6 X 3/4"PAINTED PFH MERCHANTS STEEL JE�
27 VENTT R/7 VISION VINYL 11L L
28 TILT LAATCHCH-UPPER SASH 7397 FC-R I7397 FC-L VISION VINYL $
29 TILT LATCH-LOWER SASH 2OF0041 LH /20F0042 RH CALDWELL VINYL 1 �_
30 TILT LATCH SCREW-LOWER SASH #8 X 318"PPH TEK MERCHANTS STEEL 12"
31 TILT LATCH THtCv1BBUTTON 20F000501/502 CALDWELL VINYL
32 CENTER FIN WEATHERSTRIPPING .270 BK.x.270 HT.Adhesive ULTRA FAB FIN PILE 16"
34 LOCK RAIL REINFORCEMENT 10300266 ASTRO SHAPES 6005-T5 ALUM. _
r�� l��`` tiOR6L1 T p
35 TOP LIFT RAIL REINFORCEMENT 10300159 ASTRO SHAPES 6005-T5 ALUM. ;N L'4
+C6T:Sfi,y
36 KEEPER/BOTTOM LIFT RAIL REINF. 10300159 ASTRO SHAPES 6005-T5 ALUM. 37 -� , ' ..~`
No 58201 %'7�S.37 STILE REINFORCEMENT 10300166 ASTRO SHAPES 6005-T5 ALUM.
;Ap.. STATE OF ;
32
� ('�8 '1 NORTHEAST BUILDING PRODUCTS
r tCy 4280 Aramingo Ave.,Philadelphia,PA 19124
23"�� cCF6100n Ph.{215)535 7110 veww.camelotwindows.cam 12127/2017
32 0 SHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E.
�5 1 17 BILL OF MATERIALS,PART DWGS 4/13/2017 FL PE#58201
SCALE: NTS 1239 Jabara Ave.
REV:A North Port,FL 34288
DRAWING:.FPA-WINFORCE-DH-NI SHEET:.5 OFS . ..-Ph.941-380-1574.
1/10/2018' Florida Building Code Online
BCISHorne Login 1 User Registration Hot Topics s Submit Surcharge Stats&Facts i Publications FBC Staff SCIS Site Map LinksSearch
lori
Product Approval
USER:Public User
>Produ I or Aool3cation Search>Application List>Application Detail
772'
FL# FL22303-Rl
Application Type Affirmation
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Northeast Building Products Inc.
Address/Phone/Email 4280 Aramingo Ave
Philadelphia,PA 19124
(215)535-7110
L.Knowles@nbpmaii.com
Authorized Signature Lucas Turner
Luke@TurnerEC.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
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/I.S.2/A440 2011
ASTM E 1886 2005
ASTM E 1996 2009
TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
I affirm that there are no changes in the new Florida Building
Code which affect my product(s)and my product(s)are In
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity :-:Yes ',''No
F]22303 RI CO C_6 hFdFRC-FL22303.pd
https://www.floridabuilding.org/pr/pr—app—dti.aspx?param=wGEVXQwtDqs3M6m9%2fKBXPCmHiNBYziskjAm9MT%2fogJlVpf'OinQhojQ%3d%3d 1/2
1/10/2018: Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 11/30/2017
Date Validated 11/30/2017
Date Pending FBC Approval
Date Approved 12/05/2017
Summer oof t?roduets
f
!FL# Model,Number or Name Description
....._...._.._.__._._..................._...._.._ _ ��..._........_.... __-__.._....__.............___.._...................
_.......__.__
22303.1 WinForce Picture Window Impact WinForce PVC Picture Window,Large Missile Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22303 RS C CAC86-158CAR.odf
Approved for use outside HVHZ:Yes FL22303 RI C CAC86-160 .AR.ndf
Impact Resistant:Yes F1 7 303 Rl C CAC 86- 0S .AR.odf
Design Pressure:+50/-50 Quality Assurance Contract Expiration Date
Other:Please see Certifications,Installation Instructions,and 01/16/2021
Evaluation Report for additional information Installation Instructions
FL22303 RI II FPA-Win Force-PW-LM.Ddf
Verified By: Lucas A.Turner PE#58201
Created by Independent Third Party:Yes
Evaluation Reports
FL22303 RI AE Eva lReoort-WinForce-PW-LM.Ddf
Created by Independent Third Party:Yes
22303.2 WinForce Picture Window Non WinForce PVC Picture Window,Non-Impact
Impact
Limits of Use ^ Certification Agency Certificate
Approved for use in HVHZ:Yes FL22303 Rl C CAC 86-150CAR Ddf
Approved for use outside HVHZ:Yes FL22303 RI C CAC 86-165 AR.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+80/-80 01/16/2021
Other:Please see Certifications,Installation Instructions,and Installation Instructions
Evaluation Report for additional information FL22303 RI II FPA-WinForce-PW-NI.ndf
Verified By: Lucas A.Turner PE#58201
Created by Independent Third Party:Yes
Evaluation Reports
FL22303 R1 AF EvalRel2ort-WinForce-PW-Nl.pdf
Created by Independent Third Party:Yes
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Contact Us;;2601 Blair Stone Road.Tallahassee FI 37399 Phone:850-497-1824
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
mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 8S0.487.1395.-Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,
please click here•
Product Approval Accepts:
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https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPCmHiNBYzfskjAm9MT%2fo8JIVpf0inQhojQ%3d%3d 2/2
1.THEPR PRODUCT
WINFORCE PICTURE WINDOW 4760 N
1.THE PRODUCT SHOWN HEREIN CONSTRUCTED FROM DECEUNINCK FL#22303 � �, ON-IMPACT
EXTRUDED RIGID PVC FRAMES(PROFILE 4760) HAS BEEN TESTED TO
TAS202-94 AND AAMA/WDMA/CSA 101/I.S.2/A440-08/11,AND MEETS THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE,6TH EDITION(2017), _ 6"MAX.FROM 6"MAX.FROM
INCLUDING THE HIGH VELOCITY HURRICANE ZONE. 21" CORNER,TYP. 21" CORNER,TYP.
2.THIS PRODUCT IS NON-IMPACT RESISTANTAND REQUIRES THE USE OF MAX.ON MAX.ON
IMPACT PROTECTIVE DEVICES(SHUTTERS)IN WINDBORNE DEBRIS REGIONS. CENTER, + � CENTER,-
3. THE DESIGN PRESSURES INDICATED IN THIS DRAWING AREAS LIMITED BY TYP. 0 0 0TYP.
ASTM E-1300 GLASS TABLES,AND TESTED WATERAND STRUCTURAL
PRESSURES.
4.THIS DOCUMENT ADDRESSES PRODUCT ANCHORAGE TO ACHIEVE THE INSTALLATION INSTALLATION
INDICATED DESIGN PRESSURES AT THE INDICATED SIZES,IN THE FASTENER = FASTENER =
CONFIGURATION SHOWN IN THE ELEVATIONS. INSTALL PRODUCTS WITH lL LOCATION,TYP. 0 W LOCATION,TYP. 0
MAXIMUM SHIM GAP,MINIMUM EDGE DISTANCE AND EMBEDMENT,AND WITH Z. ituJ ZFASTENER TYPE AS SHOWN IN THE W
FOR FULL PRODUCT CONSTRUCTION DETAILS SEE NCTLLS AND AS ITEST REPORTS CATED IN TABLE 1 w n-
OU u � OU u �
210-4064-01,2104064-01A,210-4064-02,AND 210-4064-02A 0- -a O (_ -0_ O
5.INSTALLED GLAZING SHALL MEET ASTM E-1300 FOR THE APPLICABLE DESIGN O O o V C) O V o V o �;••, 0
Ij� OLOOCO Z_ w pin000 Z_
PRESSURES AND WINDOW SIZE. MINIMUM GLAZING FOR LARGEST APPROVED u_ .0 -O X2 LL X O X O :
SIZE/PRESSURES IS DUAL PANE NG
SING
STEEL INTERCEPT SPACER WITH TWO L TIES OF /S16uTEMPERED.EGLAZE WITH 2 a. n- Q j j Q
GE SCS2801 SILICONE BACKBEDDING W/1/2"GLASS BITE.PRODUCT WAS
TESTED WITH ANNEALED DUAL-PANE I.G. n
6.THE 4/3 ALLOWABLE
INCREASE
STRESS INCREASSE FACTOR(SHORT-TERM 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.
7.THE OPENING SUBSTRATE MATERIALS(FRAMING,MASONRY,BUCKS)AND
ATTACHMENT OF BUCKS TO THE SUBSTRATE ARE BY OTHERS AND SHALL BE 54"MAX' SILL ANCHOR "M
VERIFIED BY THE ARCHITECT OR ENGINEER OF RECORD OR AS APPROVED BY WINDOW WIDTH SPACING WINDOW WIDTH
THE AUTHORITY HAVING JURISDICTION(AHJ). BUCKING,OPENINGS,&BUCKING SAME AS HEAD
FASTENERS MUST BE PROPERLY DESIGNED&INSTALLED BY OTHERS IN
ACCORDANCE WITH-THE FBC TO TRANSFER SUPERIMPOSED LOADS TO THE EQUAL LEG/FLANGE ELEVATION FIN ELEVATION
STRUCTURE. WITH MASONRY OPENINGS,WOOD BUCKS ARE OPTIONAL. SEE DETAILS SHEET 2 SEE DETAILS SHEET 3
8.DISSIMILAR MATERIALS THAT COME INTO CONTACTSHALL BE COATED OR
OTHERWISE PROTECTED TO PREVENT GALVANIC REACTIONS. WOOD BUCKS,
IF USED,SHALL BE PRESSURE TREATED,WITH EITHER A TREATMENT OR DESIGN PRESSURE �� �',ORE..... �
ey r cEhs
COATING COMPATIBLE WITH THIS PRODUCT. IMPACT RATING Lucas , y F
9.ALL ANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING RATING
Tumer2018-02-08
N. 5920i �
COMPATIBLE WITH THE PRESSURE TREATED WOOD BUCKS AND ALL OTHER +80/-80PSF NONE 11:12+19:0 =* * *+
WINDOW MATERIALS- 11:12+19:00 S iC
zA: srRTE of
10.ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH THESE
DRAWINGS,OR AS APPROVED,SIGNED,AND SEALED BY FLORIDA
REGISTERED PROFESSIONAL ENGINEER ON A SITE-SPECIFIC BASIS. NORTHEAST BUILDING PRODUCTS
11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION
RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF 4280 Aramingo Ave.,Philadelphia,PA 19124 Z
OTHERS AND ARE NOT ADDRESSED BY THIS DOCUMENT. Ph.(215)535-7110 www.camelotwindows.com 2/6/2018
12. FOR ADDITIONAL REQUIREMENTS SEE GENERAL ANCHOR NOTES,SHEET 3. SHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E.
13.WIDTH AND HEIGHT AS SHOWN IN THE ELEVATIONS MAY BE TRANSPOSED; NOTES,ELEVATIONS 4/13/2017 FL PE#58201
IF SO THEN 21"MAX.ON CENTER ANCHOR SPACING APPLIES TO THE JAMB AND 1239 Jabara Ave.
THE SMALLER ANCHOR SPACING APPLIES TO THE HEAD/SILL. SCALE: NTS REV:0 North Port,FL 34288
DRAWING:FPA-4760-P.W-NI- SHEET. 1.OF 3 . Ph.941-380-1574
WINFORCE PICTURE WINDOW (4760), NON-IMPACT
SEE GENERAL ANCHOR NOTES,SHEET 3.
CLEARANCE CLEARANCE
HOLE AND PLUG HOLE AND PLUG
SEE TYP.GLAZING SEE TYP.GLAZING
DETAIL SHEET 3 INSTALLATION DETAIL SHEET 3 INSTALLATION
FASTENER,SEE FASTENER,SEE
EXT. INT. TABLE 1,SEE EXT. INT. TABLE 1,SEE
LOCATIONS — LOCATIONS
3 D n SHEET 1 D n SHEET 1
1 `UI `ul
(SILL ONLY) 2 U U
U)< SEALANT BY 2 U)i a ❑w w
SEALANT BY m INSTALLER m Z m w m
cn
INSTALLER w H
4 .
0
MIN.EDGE DIST., MIN.EDGE DIST.,
2! w ww SUBSTRATE SUBSTRATE� APPLIES TO BOTH APPLIES TO BOTH
m U)mm BY OTHERS, EXT.AND INT.SIDES, BY OTHERS, EXT.AND INT.SIDES,
w SEE TABLE 1 SEE TABLE 1 SEE TABLE 1 SEE TABLE 1
TYPICAL EQUAL LEG INSTALLATION HEAD/SILL/JAMB TYPICAL FLANGE INSTALLATION HEAD/SILL/JAMB
TABLE 1:EQUAL LEG/FLANGE FRAME INSTALLATION ANCHOR REQUIREMENTS TABLE a* w E
NOTE: ALL ANCHORS ARE PAN HEAD OR HEX WASHER HEAD �9: STATE OF
SUBSTRATETYPE ANCHOR TYPE MIN.EMBED. 'MIN.EDGE DIST.
CONCRETE(2.0 KSI MIN) 3/16"ITW TAPCON 1" 1 1/8"
NORTHEAST BUILDING PRODUCTS
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2"
4280 Aramingo Ave.,Philadelphia,PA 19124 zZ
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" Ph.(215)535-7110 www.camelotwindows.com 2/6/2018
2X MIN.SOUTHERN PINE WOOD(G=0.55) #10 GRADE 5 WOOD SCREW 1-3/8" V SHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E.
EQ.LEG/FLANGE INSTALLATION 4/13/2017 FL PE#58201
16 GAUGE(0.060-)MIN.STEEL STUD,33KSI #10-16 HILT]KWIK-FLEXOR ITW FULL 1/2" SCALE: NTS REV:0 1239 Jabara Ave.
YIELD MIN.,OR 1/8"ALUM.6063-T5 MIN. TEKS SELF-DRILLING SCREWNorth Port,FL 34288
DRAWING:FPA-4760-PW-NI --SHEET:.20F3 Ph.941-360-1574 . .....
WINFORCE PICTURE WINDOW (4760), 3/16"TEMPERED
NON-IMPACT GLASS 1/2"GED
STAINLESS STEEL
3/16"TEMPERED INTERCEPT SPACER
GLASS
GE SCS2801
SEE TYP.GLAZING SILICONE
DETAIL 3 D
EXT. INT. INSTALLATION FASTENER,
#8 FLAT HEAD WOOD
3 SCREW,SEE LOCATIONS EXT. cow Z
SHEET C��V � r m
(SILL ONLY) 2 U
TYPICAL GLAZING DETAIL
BILL OF MATERIALS
SEALANT
BEHIND
FIN BY
INSTALLER
z _
0
SPRUC/PINE/FIR MIN. uI
WOOD SUBSTRATE 1-1/2"MIN. N C9
BY OTHERS EMBED. w 432"�JIIII
�' I �
TYPICAL FIN INSTALLATION HEAD/SILL/JAMB N
aim
(7N
a ,..
GENERAL ANCHOR NOTES: �� 123" `,,P••��CENSF•:py,�
1.INSTALL ONE ANCHOR AS INDICATED IN DETAILS ON SHEETS 2 AND 3 AT EACH LOCATION —�I 32 N. 59201 .P
SHOWN IN THE ELEVATIONS ON SHEET 1. '*:
2.INSTALL SHIMS AT EACH ANCHOR LOCATION WHERE A GAP OF 1/16"OR GREATER EXISTS ��°o :_v, :�=
ZaI STATE OF :+Y`
BETWEEN PRODUCT FRAME AND SUBSTRATE. O 4 ��•.,m p �s"�
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 2/6/2018
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 FIN INSTALL,GLAZING,BOM,DWG 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:0 North Port,FL 34288
6. ENSURE 3".MIN.ON-CENTER SPACING BETWEEN ANY.TWO INSTALLATION ANCHORS..... DRAWING:FPA-4760-PW-NI..... SHEET. 3 OF 3 1 Ph.941-380-1574. ..
8/10/2018 Florida Building Code Online
r 0
R ,R
BCIS Home Log In i User Registration 1 Hot Topics i Submit Surcharge k stats&Facts i Pubilcatlons Contact Us i BCIS Site Map Links i Search
d Fl rida
L49%r Product
;�d Approval
i uct Public User USER:
Product Approval Menu>Product or AQpllcation Search>AR >Application Detail
FL# FL22293-R2
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by D13PR.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@nbpmall.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
AAM4 I/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:Hww'w.floridabuilding.org/pr/pr—app—dtl.aspx?param=wGEVXQwtDquYPIHVaBbqNiSirRyIl4oTUDmOyUStl%2bG6uOwkbORXKLw%3d%3d 1/2
8/10/2018, Florida Building Code Online
Date Pending FBC Approval
Date Approved 04/11/2018
SummarV 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
Approved for use in HVHZ:Yes FL22293 R2 C CAC 86-155CAR.pdf
Approved for use outside HVHZ:Yes FL22293 R2 C CAC 86-163CAR.pdf
Impact Resistant:Yes FL22293 R2 C CAC 86-199CAR.pdf
Design Pressure:N/A FIFI 22293 R2 C CAC 86-203CAR.Of
Other:Please see Certifications,Installation Instructions,and FL22293 R2 C CAC 86-210CAR.pdf
Evaluation Report for additional information,design pressures, FL22293 R2 C CAC 86-212CAR.pdf
and configurations that are approved for the HVHZ. FL22293 R2 C CAC 86-213CAR.pdf
FL22293 R2 C CAC 86-217CAR.pdf j
FL22293 R2 C CAC 86-220CAR.Pdf I
FL22293 R2 C CAC 86-401CAR.pdf
FL22293 R2 C CAC 86-406CAR.pdf
FL22293 R2 C CAC86-408 .AR.pdf
FI7 2 R C CAC 86-416CAR.pdf
FL22293 R2 C CAC 86-418CAR.pdf
FL22293 R2 C CAC 86-434CAR.pdf
FL22293 R2 C CAC 86-435CAR.pdf
Quality Assurance Contract Expiration Date
01/31/2021
Installation Instructions
FL22293 R2 IT FPA-WinForce-SL-LM-B.pljf
Verified By: Lucas A.Turner PE#58201
Created by Independent Third Party:Yes
Evaluation Reports
FL22293 R2 AF FvalReport-WinFor S -LM-B.pdf
Created by Independent Third Party:Yes i
22293.2 WinForce Horizontal Slider Non- WinForce PVC Horizontal Slider XX and XOX Window,Non-
Impact Impact f
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes F 9 R2 - A 86- 54 AR.pdf
Approved for use outside HVHZ:Yes FL22293 R2 C CAC 86-168 AR.pdf
Impact Resistant:No FL22293 R2 C CAC 86-400 AR.pdf
Design Pressure:N/A FL22293 R2 C CAC 86-402CAR.pdf
Other:Please see Certifications,Installation Instructions,and FL22293 R2 C CAC 86-405CAR.pdf
Evaluation Report for additional information,design pressures, FL22293 R2 C CAC 86-407CAR.pdf
and configurations that are approved for the HVHZ. F1 2 93 R C CAC 86-420 .AR.pdf
FL22293 R2 C CAC 86-4 3 -AR.pdf
FL22293 R2 C CAC 86-433CAR.pdf
FL22293 R2 C CAC 86-436CAR.pdf I
Quality Assurance Contract Expiration Date i
01/31/2021
Installation Instructions
FL22293 R2 II FPA-WinFor -S -NI-B.p_df
Verified By: Lucas A.Turner PE#58201
Created by Independent Third Party:Yes
Evaluation Reports
FL22293 R2 AE EvalReport-WinForce-SL-NI-B.pdf
Created by Independent Third Party:Yes
' IIack Mc:rt
Contact Us;:2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Qpyll9ht 2007-2013 State of Florlda.;;PdyaLy Statement::Accesslbllity 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 h=L,
Product Approval Accepts:
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app—dd.aspx?param=wGEVXQwtDquYPIHVa8bgMSirRyI 14oTUDmOyUStI%2bG6uOwkbORXKLw%3d%3d 2/2
GENERA
NOTES
1.THEP PRODUCT
WINFORCE HORIZONTAL SLIDER WINDOW
1.THE PRODUCT SHOWN HEREIN CONSTRUCTED FROM DECEUNINCK
EXTRUDED RIGID PVC FRAMES HAS BEEN TESTED TO AAMANVDMAtCSA 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
CONFIGURATION REQUIRED HVHZ RAPING
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE. GLAZING* APPROVED PRESSURE KITING
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 104x66"XX 2SL TYPE B NO +401-40 PSF
SHIM GAP,MINIMUM EDGE DISTANCE AND EMBEDMENT,AND WITH
FASTENER TYPE AS SHOWN IN THE DETAILS AND AS INDICATED IN TABLE 1. L104'k66"XOX 114-1/2-1/4 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 LOCATION,TYP. FROM
FACTOR)HAS NOT BEEN USED IN THE ANCHOR ANALYSIS FOR THIS ON CENTER, 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 F
BE VERIFIED BY THE ARCHITECT OR ENGINEER OF RECORD OR AS ' DLO,TYP. C7 APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). BUCKING, n
OPENINGS,&BUCKING FASTENERS MUST BE PROPERLY DESIGNED& 0 uj
= Lucas
INSTALLED BY OTHERS IN ACCORDANCE WITH THE FBC TO TRANSFER X X 5:
SUPERIMPOSED LOADS TO THE STRUCTURE. WITH MASONRY OPENINGS, x w �,�O Turner
WOOD BUCKS ARE OPTIONAL. ¢Z Z 2018-03-13
8.DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE COATED O it 21:43+20:00
OR OTHERWISE PROTECTED TO PREVENT GALVANIC REACTIONS. WOOD CO U w
BUCKS,IF USED,SHALL BE PRESSURE TREATED,WITH EITHER A W 0
n ..�`'9
TREATMENT OR COATING COMPATIBLE WITH THIS PRODUCT. - t0� . ticFnrS,• ,� y
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 = �'" g267 '' 8
e*• * ,�:
WINDOW MATERIALS. =
10.ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH THESE 74"X63"XX 2SL ELEVATION ;'P': Srate of
DRAWINGS,OR AS APPROVED,SIGNED,AND SEALED BY A FLORIDA ~�p"F'=cL p R�pP' J
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`y
RESPONSIBILITY OF OTHERS AND ARE NOTADDRESSED BY THIS CONFIG.TABLE Ph.(215)535-7110 www.camelotwindowsmm 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.SHEET 5. 4 VERTICAL SECT. NOTES,ELEVATION 4/13/2017 FL PE#58201
5 HORIZ.SECTIONS SCALE: NTS REV: 1239 Jabara Ave.
B North Port,FL 34288
6 BOM,PART DWGS. DRAWING:FPA-WINFORCESL-NI. .- SHEET 1 OF 6. ..Ph.941-38071574
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. FROM LOCATION,TYP.
FROM
3„ CORNER,
"3„ -ICORNER,
TYP.
' 37-518"MAX. _ �l i.' 47-12"MAX. _
DLO,TYP. 2a J — DLO,TYP. (9
w w
0� X X �� LLw X X 2
- EDO w �
6O
w CC)❑ z top
� � � w z mow z
�p 2zti mU Zti
U 4w � t VLO 0 0 000 —T—T-7-7- ' :�::0 0 0 0 0 7
� Z
p SILL ANCHOR SPACING
�- O 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 4,
EXT SILICONE EXT. SILICONE
"2411.3.3.1
� 17o , ��heJFBC.SECT FBC.SECT.2411.3.3.1 COMPLIAN U)w z COMPLIANT SETTINGw NORTHEAST BUILDING PRODUCTS
O N P_ BLOCKS I— ? �_
m m 2 4280 Aramingo Ave.,Philadelphia,PA 19124
Ph.(215)535-7110 www.camelotwindows.00m 3/1 212 0 1 8
SHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E.
ELEVATIONS,GLAZING DETAILS 4/13/2017 FL PE 958201
TYPICAL GLAZING TYPICAL GLAZING 1239 Jabara Ave.
DETAIL,TYPE A DETAIL,TYPE B SCALE: NTS REV:B North Port,FL 34288
DRAWING:FPA-WINFORCESL-NI .. SHEET 2 OF 6 Ph.94173804574 .
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 INTLOCK F MAX.
LOCATION,TYP. FROM LOCATION,TYP.
�{ FROM
N,, 0 060r—"3" "�0 03" - CORNER,TYP. "3" "3D- 0 0 000 0 I CORNER,
TYP.
0
31"MAX 23"MAX.SASH F
_ 1 DLO,TYP. _
DLO,TYP. 0 n 1— ;; 0
O X= 0 W
Lof X O X ac`�o0 �W X O % X �o
z o z ❑
� 0 � w ; �p �w 47"MAX. /
U� �U� FIXED DLO �,.�
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. INTERLOCK INTLO-C�K{ FROM
"3 I "3^ CORNER,
"
TYP.
20-1/2"MAX.SASH
DLO,TYP. _ F .y;cENSF.:Py'.
}T X O X 9�- sra E oc ;4WD
X W O i�F''S,<O R 10�.•6��"+
Q Z 1 ''4 S�ONAL��•t`•^
_ O F- 41-1/2"MAX. § NORTHEAST BUILDING PRODUCTS
fO U Z }a} FIXED DLO 4280 Aramingo Ave.,Philadelphia,PA 19124
U 0 0 000 0 0 0 0 01VIPh.(215)535-7110 www.camelotMndows.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 SCALE: NITS REV:B 1239 Jabara Ave.
North Port,FL 34288
DRAWING:FPA-WINFORCE-SL•NI SHEET: 3OF.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 EXT. INT. CLEARANCE
SUBSTRATE EXT.AND INT.SIDES, z_w w� 26 HOLE AND PLUG
BY OTHERS, SEE TABLE 1 ED U)Q
SEE TABLE 1 w t- 6 D D
INSTALLATION
SEALANT BY 14 FASTENER,SEE
INSTALLER TABLE1,SEE
4 O O O LOCATIONS
1 SHEETS IS
El 3
11 0 o� :Ew
CO
"'� 1 "' zww_j
4 9 �
14 INSTALLATION W
FASTENER,SEE SEALANT BY
6 TABLE 1,SEE _ INSTALLER
26 LOCATIONS
SHEETS IS
o ❑ SUBSTRATE MIN.EDGE DIST.,
EXT D D INT. HOLE AN CDPLUG BY OTHERS APPLIES TO BOTH
, AND INT.SIDES,
SEE TYP.GLAZING SEE TABLE 1 EXT.SEE TABLE 1
DETAIL SHEET 2
TYPICAL HEAD VERTICAL SECTION TYPICAL SILL VERTICAL SECTION
.��
CENy p;10REt.......
L�•r
TABLE 1:EQUAL LEG/FLANGE FRAME INSTALLATION ANCHOR REQUIREMENTS TABLE
NOTE: ALL ANCHORS ARE PAN HEAD OR HEX WASHER HEAD y90: srnte of :mow;
SUBSTRATETYPE ANCHOR TYPE MIN.EMBED. MIN.EDGEDIST. a�aP��:�
CONCRETE(2.0 KSI MIN) 3/16"ITW TAPCON 1" 1 1/8" S`Oi una�``���
NORTHEAST BUILDING PRODUCTS
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" 4280 Aramingo Ave.,Philadelphia,PA 19124 1�zZ
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" Ph.(215)535-7110 www.camelotviindows.com 3/12/2018
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 HILT]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
. - . .... I 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
CAW = Zw� C�-'=z ui
w�.
wa_0 fmW ❑ INT. Wa0"�m � ❑ INT.
¢ m vim am uim -
�m w m wU)
° ° a EXT. ° EXT.a
0 0
CLEARANCE CLEARANCE
° HOLE AND PLUG ° HOLE AND PLUG
❑ ❑ INSTALLATION ❑ ❑ INSTALLATION
FASTENER,SEE FASTENER,SEE
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 HEADISILL
GENERAL ANCHOR NOTES:
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. i*=_
2.INSTALL SHIMS AT EACH ANCHOR LOCATION WHERE A GAP OF 1/16"OR GREATER EXISTS srnTE o i W
BETWEEN PRODUCT FRAME AND SUBSTRATE. '0. c pr 4U
3.SHIMS SHALL BE LOAD-BEARING PLASTIC OR METALLIC)AND CAPABLE OF 'Fs °R
TRANSFERRING LOADS TO SUBSTRATE. �!.,S1oM1lA�E�;���
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.